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HomeMy WebLinkAboutContract 56303-PM1PROJECT MANUAL FOR THE CONSTRUCTION OF SANITARY SEWER IMPROVEMENTS TO SERVE NATIONAL BANK OF TEXAS IPRC Record No. IPRC21-0013 City Project No. CPN103218 FID No. 30114-0200431-103218-E07685 File No. N/A X File No. 26863 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department 2021 04/07/2021 CSC No. 56303-PM1 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage1of8SECTION000010TABLEOFCONTENTSDEVELOPERAWARDEDPROJECTSDivision00-GeneralConditionsLastRevised001113InvitationtoBidders03/20/2020002113InstructionstoBidders03/20,’2020001100Bidform0’1/02/2014004243ProposalFormUnitPrice05122/2019001313BidBond01/02/2011001511BiddersPregualification’s01/02/2011004512PrequalificationStatement09/01/2015004513BidderPregualificationApplication03/09/2020004526ContractorCompliancewithWorkers’CompensationLaw04/02/2014004540MinorityBusinessEnterpriseGoal08/21/2018005243Agreement06/16/2016006125CertificateofInsurance07/01/2011006213PerformanceBond01/31/2012006214PaymentBond01/31/2012006219MaintenanceBond01/31/2012007200GeneralConditions11/15/2017007300SupplementaryConditions07/01/2011007310StandardCityConditionsoftheConstructionContractforDeveloper01/10/2013AwardedProjectsDivision01-GeneralRequirementsLastRevised011100SummaryofWork12/20/2012012500SubstitutionProcedures08/30/2013013119Preconstruction_Meeting08/30/2013013120ProjectMeetings07/01/2011013233PreconstrcictionVideo08/30/2013013300Submiftals08/30/2013013513SpecialProjectProcedures08/30/2013014523TestingandInspectionServices03/20/2020015000TemporaryfacilitiesandControls07/01/2011015526StreetUsePermitandModificationstoTrafficControl07/01/2011015713StormWaterPollutionPreventionPlan07/01/2011016000ProductRequirements03/20/2020016600ProductStorageandHandlingRequirements04/07/2014017000MobilizationandRemobilization04/07/2014017123ConstructionStaking04/07/2014017423Cleaning04/07/20A017719CloseoutRequirements04/07/2014017823OperationandMaintenanceData01/07/2011017839Project_Record_Documents04/07/2014CITYOFFORTWORTHSanitarySei’erImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage2of8TechnicalSpecificationswhichhavebeenmodifiedbytheEngineerspecificallyforthisProject;hardcopiesareincludedintheProject’sContractDocumentsNONEDivision02-ExistingConditionsDateModified024113Selective_Site_Demolition024114Utility_Removal/Abandonment024115PavingRemovalDivision03-Concrete033000Cast-In-Place_Concrete033413ControlledLowStrengthMaterial(CLSM)033416ConcreteBaseMaterialforTrenchRepair038000ModificationstoExistingConcreteStructuresDivision26-Electrical260500Common_Work_Results_for_Electrical260510Demolition_for_Electrical_Systems260533RacewaysandBoxesforElectricalSystems260543UndergroundDuctsandRacewaysforElectricalSystemsDivision31-Earthwork311000SiteClearing312316Unclassified_Excavation312323Borrow312400Embankments312500Erosion_and_Sediment_Control313600Gabions313700RiprapDivision32-Exterior_Improvements320117PermanentAsphalt_Paving_Repair320118Temporary_Asphalt_Paving_Repair320129Concrete_Paving_Repair321123FlexibLeBaseCourses321129Lime_Treated_Base_Courses321133Cement_Treated_Base_Courses321137Liquid_Treated_Soil_Stabilizer321216AsphaltPaving321273Asphalt_Paving_Crack_Sealants321313ConcretePaving321320ConcreteSidewalks,DrivewaysandBarrierFreeRamps321373Concrete_Paving_Joint_Sealants321416BrickUnitPaving321613ConcreteCurbandGuttersandValleyGutters321723PavementMarkings321725Curb_Address_Painting323113Chain_Fences_and_GatesCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedMatch20,2020 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage3of8323126Wire_Fences_and_Gates323129Wood_fences_and_Gates323213Cast-in-PlaceConcreteRetainingWalls329119TopsoilPlacementandfinishingofParkways329213Hydro-Mulching,Seeding,andSodding329343TreesandShrubsDivision33-Utilities330130Sewer_and_Manhole_Testing330131ClosedCircuitTelevision(CCTV)Inspection330310BypassPumpingofExistingSewerSystems330410Joint_Bonding_and_Electrical_Isolation330411Corrosion_Control_Test_Stations330412MagnesiumAnodeCathodicProtectionSystem330430Temporary_Water_Services330440CleaningandAcceptanceTestingofWaterMains330450Cleaning_ofSewer_Mains330510UtilityTrenchExcavation,Embedment,andBackfill330512Water_Line_Lowering330513frame,CoverandGradeRings-CastIron330513.10Frame,CoverandGradeRings-Composite330514AdjustingManholes,Inlets,ValveBoxes,andOtherStructurestoGrade330516Concrete_Water_Vaults330517ConcreteCollars330520AugerBoring330521TunnelLinerPlate330522SteelCasingPipe330523HandTunneling330524tnstallationofCarrierPipeinCasingorTunnelLinerPlate330526Utility_Markers/Locators330530Location_ofExisting_Utilities331105Bolts,_Nuts,_and_Gaskets331110DuctileIronPipe331111DuctileIronFittings331112PolyvinylChloride(PVC)PressurePipe331113ConcretePressurePipe,Bar-Wrapped,SteelCylinderType331114Buried_Steel_Pipe_and_Fittings331115Pre-Stressed_Concrete_Cylinder_Pipe331210Water_Services_1-inch_to_2-inch331211LargeWaterMeters331220Resilient_Seated_Gate_Valve331221AWWARubber-SeatedButterflyValves331225Connection_to_Existing_Water_Mains331230CombinationAirValveAssembliesforPotableWaterSystems331240FireHydrants331250Water_Sample_Stations331260Standard_Blow-offValve_Assembly333112Cured_in_Place_Pipe_(CIPP)CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage4of8333113FiberglassReinforcedPipeforGravitySanitarySewers333115HighDensityPolyethylene(HDPE)PipeforSanitarySewer333120PolyvinylChloride(PVC)GravitySanitarySewerPipe33121PolyvinylChloride(PVC)ClosedProfileGravitySanitarySewer‘Pipe333122Sanitary_Sewer_Slip_Lining333123Sanitary_Sewer_Pipe_Enlargement333150SanitarySewerServiceConnectionsandServiceLine333170CombinationAirValveforSanitarySewerForceMains333910Cast-in-Place_Concrete_Manholes333920Precast_Concrete_Manholes333930Fiberglass_Manholes333940WastewaterAccessChamber(WAC)333960EpoxyLinersforSanitarySewerStructures334110ReinforcedConcreteStormSewerPipe/Culverts334111HighDensityPolyethylene(HDPE)PipeforStormDrain334112Reinforced_Polyethlene_(SRPE)_Pipe334600Subdrainage334601SlottedStormDrains334602TrenchDrains334910Cast-in-PlaceManholesandJunctionBoxes334920CurbandDropInlets334940StormDrainageHeadwallsandWingwallsDivision34-Transportation344110TrafficSignals344110.01AttachmentA—ControllerCabinet344110.02AttachmentB—ControllerSpecification344110.03AttachmentC—SoftwareSpecification344111Temporary_Traffic_Signals344113Removing_Traffic_Signals344115Rectangular_Rapid_Flashing_Beacon344116Pedestrian_Hybrid_Signal344120Roadway_Illumination_Assemblies344120.01ArterialLEDRoadwayLuminaires344120.02FreewayLEDRoadwayLuminaires344120.03ResidentialLEDRoadwayLuminaires344130AluminumSigns347113TrafficControlCITYOFFORTWORTHSanitarySeii’erImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103118RevisedMarch20,2020 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage5of8TechnicalSpecificationslistedbelowareincludedforthisProjectbyreferenceandcanbeviewed/downloadedfromtheCity’swebsiteat:http://fortworthtexas.2ov/tpw/contractors/orhttps://apps.fortworthtexas.gov/ProjectResources/Division02-ExistingConditionsLastRevisedDivision03-Concrete033000Cast-In-PlaceConcrete12/20/2012033413ControlledLowStrengthMaterial(CLSM)12/20/2012033416ConcreteBaseMaterialforTrenchRepair12/20/201203$000ModificationstoExistingConcreteStructures12/20/2012Division26-Electrical260500CommonWorkResultsforElectrical11/2212013260510DemolitionforElectricalSystems12/20/2012260533RacewaysandBoxesforElectricalSystems12120/2012260513UndergroundDuctsandRaceway’sforElectricaLSystems07/01/201!260550CommunicationsMultiDuctConduit02/26/2016Division31-Earthwork311000SiteClearing12/20/2012312316UnclassifiedExcavation01/28/2013312323Borrow01/28/2013312400Embankments01/28/2013312500ErosionandSedimentControl12/20/2012313600Gabions12/20/2012313700Riprap12/20/2012Division32-Exterior_Improvements320117PermanentAsphattPavingRepair12/20/2012320118TemporaryAsphaltPavingRepair—2/20/2012320129ConcretePavingRepair12/20/201232ii23flexibleBaseCourses12/20/2012321129LimeTreatedBaseCourses12/20/2012321133CementTreatedBaseCourses12/20/2012321137LiquidTreatedSoilStabilizer08/21/2015321216AsphaltPaving12/20/2012321273AsphaltPavingCrackSeatants12/20/2012321313ConcretePaving12/20/2012321320ConcreteSidewalks,DrivewaysandBarrierFreeRamps06/05/2018321373ConcretePavingJointSealants12/20/2012321116BrickUnitPaving12/20/2012321613ConcreteCurbandGuttersandValleyGutters10/05/2016CITYOFFORTWORTHSanitaiySewerImprovementstosen’eNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN1032/8RevisedMarch20,2020024113SelectiveSiteDemolition12/20/2012024114UtilityRemoval/Abandonment12/20/2012024115PavingRemoval02/02/2016 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage6of8321723PavementMarkings11/22/2013321725CurbAddressPainting11/04/2013323113ChainFencesandGates12/20/2012323126WirefencesandGates12/20/2012323129WoodFencesandGates12/20/2012323213CastinPlaceConcreteRetainingWalls06/05/2018329119TopsoilPlacementandfinishingofParkways12/20/2012329213Hydro-Mulching,Seeding,andSodding12/20/2012329343TreesandShrubs12/20/2012Division33-Utilities330130SewerandManholeTesting12/20/2012330131ClosedCircuitTelevision(CCTV)Inspection03/03/2016330310BypassPumpingofExistingSewerSystems12/20/2012330410JointBondingandElectricalIsolation12/20/2012330111CorrosionControlTestStations12/20/2012330’l12MagnesiumAnodeCathodicProtectionSystem12/20/2012330130TemporaryWaterServices07/01/2011330110CleaningandAcceptanceTestingofWaterMains02/06/2013330450Cleaning_ofSewer_Mains12/20/2012330510UtilityTrenchExcavation,Embedment,andBackfill12/12/2016330512WaterLineLowering12/20/2012330513Frame,CoverandGradeRings—CastIron01/22/2016330513.10Frame.CoverandGradeRingsComposite01/22/2016330514AdjustingManholes,Inlets,ValveBoxes,andOtherStructuresto12/20/2012Grade330516ConcreteWaterVaults12/20/2012330517ConcreteCollars12/20/2012330520AugerBoring12/20/2012330521TunnelLinerPlate12/20/2012330522SteelCasingPipe12/20/2012330523HandTunneling12,’20’20l2330524InstallationofCarrierPipeinCasingorTunnelLinerPlate06/19/2013330526Utility_Markers/Locators12/20/2012330530LocationofExistingUtilities12/20/2012331105Bolts,Nuts,andGaskets12/20/2012331110DuctileIronPipe12/20/2012331111DuctileIronfittings12/20/2012331112PolyvinylChloride(PVC)PressurePipe11/16/2018331113ConcretePressurePipe,BarWrapped,SteelCylinderType12/20/2012331114BuriedSteeLPipeandFillings12/20/2012331210WaterServices1inchto2inch02,’11/20l7331211LargeWaterMeters12/20/2012331220ResilientSeatedGateValve12/20/2012331221AWWARubberSeatedButterflyValves12/20/2012331225ConnectiontoExistingVaterMains02/06/2013331230CombinationAirValveAssembliesforPotableWaterSystems12/20/2012331210FireHydrants01/03/2011331250WaterSampleStations12/20/2012CITYOFFORTWORTHSanita,ySeiierImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPA’103218RevisedMarch20,2020 000000STANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSPage7of8331260StandardBlowoffValveAssembly06/19/2013333112CuredinPlacePipeIPP)12,’20/2012333113FiberglassReinforcedPipeforGravitySanitarySewers12/20/2012333115HighDensityPolyethylene(HDPE)PipeforSanitarySewer12/20/2012333120PolyvinylChloride(PVC)GravitySanitarySewerPipe06/19/20133331PolyvinylChloride(PVC)ClosedProfileGravitySanitarySewer_Pipe333122SanitarySewerSlipLining12/20/2012333123SanitarySewerPipeEnlargement12/20/2012333150SanitarySewerServiceConnectionsandServiceLine04/26/2013333170CombinationAirValveforSanitarySewerForceMains12/20/2012333910Cast-in-PlaceConcreteManholes12/20/2012333920PrecastConcreteManholes12/20/2012333930FiberglassManholes12/20/2012333910WastewaterAccessChamber(WAC)12/20/2012333960EpoxyLinersforSanitarySewerStructures12/20/2012331110ReinforcedConcreteStormSewerPipe/Culverts07/01/2011334111HighDensityPolyethylene(HDPE)PipeforStormDrain12/20/2012331112ReinforcedPolyethlene(SE)Pipe11/13/2015331600Subdrainage12/20/2012331601SlottedStormDrains07/01/2011331602TrenchDrains07/01/2011334910CastinPlaceManholesandJunctionBoxes12/20/2012331920CurbandDropInlets12/20/2012334940StormDrainageHeadwallsandWingwalls07/01/2011Division34-Transportation311110TrafficSignals10/12/2015311110.01AttachmentAControllerCabinet12/18/2015311110.02AttachmentBControllerSpecification02/2012311110.03AttachmentCSoffivareSpecification01,’2012311111Temporary_Traffic_Signals11/22/2013311113RemovingTrafficSignals12/20/2012311115RectangularRapidFlashingBeacon11/22/2013311116PedestrianHybridSignal11,’22/20l3311120RoadwayIlluminationAssemblies12/20/2012344120.01ArterialLEDRoadwayLuminaires06/15/201531‘1120.02FreewayLEDRoadwayLuminaires06/15/2015311120.03ResidentialLEDRoadwayLuminaires06/15/2015311130AluminumSigns11/12/20133’l1150SingleModeFiberOpticCable02/26/2016347113TrafficControl11/22/2013CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 CITY OF FORT WORTH Sanitary Sewer Improvements to serve National Bank of Texas STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103218 Revised March 20, 2020 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION 004243DAP-BIDPROPOSALPage2ot7SECTION004243DeveloperAwardedProjects-PROPOSALFORMUNITPRICEBIDBidder’sApplicationProjectItemInfonnationBiddetsProposalBidlistItemSpecificationUnitofBidDescriptionUnitPneBidValueNo.SeetmnNo.MeasureQuantityUNITII:SANITARYSEWRIMPROVEM.NTS10241.0100RemoveSidewalk024113SF2766.00$1,656.0020241.0500RemoveWall<4’024113LF23$100.00$2,300.0030241.1100RemoveAsphaltPvmt024115SY13944.00$6,176.0040241.2001SanitaryLineGrouting024714CY6$1,285.00$7,710.0050241.210410”SewerAbandonmentPlug024114EA2$1,220.00$2,440.0063110.01026”-12”TreeRemoval311000LA1$2,218.00$2,218.0073201.0400TemporaryAsphaltPavingRepair320118LF225$11.00$2,475.0073213.03014”ConcSidewalk321320SF276$10.00$2,760.0083292.0401UtilityServiceSurfaceRestorationHydromulch321320SY122$10.00$1,220.0093301.0002Post-CCWInspection330131LF488$1.00$488.00103301.0101ManholeVacuumTesting330130EA4$165.00$660.00113303.0001BypassPumping330310CS1$6,050.00$6,050.00123305.0109TrenchSafety330510CF488$1.00$488.00133305.0113TrenchWaterStops330515LA2$2,169.00$4,338.00143305.100320”CasingByOpenCut330522LF20$211.00$4,220.00153331.31014”SewerService333150EA——$3,993.00$3,993.00163331.31024”2-WayCleanout333150LA1$1,296.00$1,295.0017333133114”SewerService,Reconnection333150LA1—$3,858.00$3,250.00183331.41014”SewerPipeCF128$85.00$10,880.00331110193331.420812”SewerPipe333112CF191$102.00$19,482.00333120331110203331.420912”SewerPipe,CSSBackfill333112CF40$225.00$9,000.00333120213331.421212”DIPSewer331110CF129$160,00$20,640.00223339.0001EpoxyManholeLiner333960VF36$352.00$12,672.00233339.10014’ManholeEA3$4,703.00$14,109.00243339.10034’ExtraDepthManholeVF18$149.00$2,682.00259999.0001WaterServiceLineAdfusthientLA1$5,918.00$5,918.00269999.0002ConnecttoExistingManholeLAI$4,443.00$4,443.00279999.0003ConnecttoProposedManholeEAI$3,963.00$3,963.00289999.0004RemoveExistingLightPoleEA1$7,240.00$7,240.00TOTALUNITII:SANITARYSEWERIMPROVEMENTS$165,315.00CITYOFFORTWORTHSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS.DEVELOPERAWARDEDPROJECTSFormVersionMay22,2019Copyof004243_BidPmposal_DAP.xlo SECTION004243DeveloperAwardedProjects-PROPOSALFORM004243DAP-BIDPROPOSALPage7of7UNITPRICEBIDBidder’sApplicationProjectItemInformationBiddeisPmposalBidlistItem.SpecificationUnitofBidDescriptionUnitPriceBidValueNo.SectionNo.MeasureQuantity__________________________BidSummarygnuI:yy,ircIMrrtUVMtnIIUNITII:SANITARYSEWERIMPROVEMENTS$165,315.00UNITIll:DRAINAGEIMPROVEMENTSUNIT-IV:PAVINGIMPROVEMENTSUNITV:STREETLIGHTINGIMPROVEMENTSUNITVI:TRAFFICSIGNALIMPROVEMENTSTotalConsfructiumBid$165315.00ThisBidissubmittedbytheentitynamedbelow:BIDDER:WrightConstructionCompany,Inc.601W.WallStreetGrapevine,Texas76051ContractoragreestocompleteWORKforFINALACCEPTANCEwithInCONTRACTcommencestorunasprovidedintheGeneralConditions.CTYOfFORTWORTHSTANDARDCONSTRUCTIONSPECIFICA71ONDOCUMENTS-DEVELOPERAWARDEDPROJECTSFormVeesionMay22,2019BY;KyicMTITLE:DATE:2$worldugdaysafterthedatewhentheCopysf004243_BidPwpoial_DAP.xls SECTION004512DAP-PREQUALIFICATIONSTATEMENT004512DAPPREQUALIFICATIONSTATEMENTPage1of1EachBidderisrequiredtocompletetheinformationbelowbyidentif’ingtheprequalifiedcontractorsandlorsubcontractorswhomtheyintendtoutilizeforthemajorworktype(s)listed.Inthe“MajorWorkType”boxprovidethecompletemajorworktypeandactuaLdescriptionasprovidedbytheWaterDepartmentforwaterandsewerandTPWforpaving.MajorWorkTypeContractor/SubcontractorCompanyNamePrequalificationExpirationDateWastewaterNewDevelopmentWrightConstructionCompany,Inc.April30,2022OpenCut(12”andunder)Theundersignedherebycertifiesthatthecontractorsandlorsubcontractorsdescribedinthetableabovearecurrentlyprequalifiedfortheworktypeslisted.BIDDER:WrightConstructionCompany,Inc.601W.WallStreetGrapevine,Texas76051ENDOFSECTIONCITYOFFORTWORThSTANDARDCONSTRUCTIONPREQUALIFICATION5TATEMENT—DEVELOPERAWARDEDPROJECTSFormVersionSeptember1,2015BY:TITLE:PresidentDATE:July23,2021004512_PrequalificationStatement2015_DAP.docx 1112131415161720212223252627282930313233343536373839004526-CONTRACTORCOMPLIANCEWITHWORKERSCOMPENSATIONLAWPage1ofI1SECTION0045262CONTRACTORCOMPLIANCEWITHWORKER’SCOMPENSATIONLAW34PursuanttoTexasLaborCodeSection406.096(a),asamended,Contractorcertifiesthatit5providesworker’scompensationinsurancecoverageforallofitsemployeesemployedonCity6ProjectNo.103218.Contractorfurthercertifiesthat,pursuanttoTexasLaborCode,Section7406.096(b),asamended,itwillprovidetoCityitssubcontractor’scertificatesofcompliancewith8worker’scompensationcoverage.910CONTRACTOR:WrightConstructionCompany,Inc.Company6(11W.WallStreetTitle:President(PleasePrint)Address18Grapevine,Texas76051________19City/State/ZipTHESTATEOfTEXAS§24COUNTYOfTARRANT§BEFOREME,theundersignedauthority,onthisdaypersonallyappearedKyleMarsh,President,knowntometobethepersonwhosenameissubscribedtotheforegoinginstrument,andacknowledgedtomethathe/sheexecutedthesameastheactanddeedofWrightConstructionCompany,Inc.forthepurposesandconsiderationthereinexpressedandinthecapacitythereinstated.GIVENUNDERMYHANDANDSEALOfOFFICEthisJdayofA,IDEBDONALDSON______________________NotaryPublic,StateofTexasNotaPublicinandfortheStateofTexasComm.Expires01/24/2025NotaryID11970986ENDOfSECTIONCITYOfFORTWORTHSanitaiySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSCPN103218RevisedApril2,201440 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 CITY OF FORT WORTH Sanitary Sewer Improvements to serve National Bank of Texas STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103218 Revised June 16, 2016 SECTION 00 52 43 1 AGREEMENT 2 3 THIS AGREEMENT, authorized on 09/01/2021 is made by and between the Developer, 4 National Bank of Texas, authorized to do business in Texas (“Developer”) , and Wright 5 Construction Company, Inc., authorized to do business in Texas, acting by and through its duly 6 authorized representative, (“Contractor”). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Sanitary Sewer Improvements to serve National Bank of Texas 16 CPN 103218 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 25 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Five-Hundred Dollars ($ 500.00 ) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. 37 005243-2DeveloperAwardedProjectAgreementPage2of438Article4.CONTRACTPRICE39DeveloperagreestopayContractorforperformanceoftheWorkinaccordancewiththeContract40DocumentsanamountincurrentfundsofOneHundredSixty-FiveThousandThreeHundred-41FifteenDollarsand0/100($165,315.00).42Article5.CONTRACTDOCUMENTS435.1CONTENTS:44A.TheContractDocumentswhichcomprisetheentireagreementbetweenDeveloperand45ContractorconcerningtheWorkconsistofthefollowing:461.ThisAgreement.472.AttachmentstothisAgreement:48a.BidForm(AsprovidedbyDeveloper)491)ProposalForm(DAPVersion)502)PrequalificationStatement513)StateandFederaldocuments(projectspecific)52b.InsuranceACORDForm(s)53c.PaymentBond(DAPVersion)54U.PerformanceBond(DAPVersion)55e.MaintenanceBond(DAPVersion)56f.PowerofAttorneyfortheBonds57g.Worker’sCompensationAffidavit58h.MBEandlorSBECommitmentForm(Ifrequired)593.StandardCityGeneralConditionsoftheConstructionContractforDeveloper60AwardedProjects.614.SupplementaryConditions.625.SpecificationsspecificallymadeapartoftheContractDocumentsbyattachment63ot,ifnotattached,asincorporatedbyreferenceanddescribedintheTableof64ContentsoftheProject’sContractDocuments.656.Drawings.667.Addenda.678.DocumentationsubmittedbyContractorpriortoNoticeofAward.689.ThefollowingwhichmaybedeliveredorissuedaftertheEffectiveDateofthe69Agreementand,ifissued,becomeanincorporatedpartoftheContractDocuments:70a.NoticetoProceed.71b.FieldOrders.72c.ChangeOrders.73d.LetteroffinalAcceptance.7475CITYOfFORTWORTHSanitarySeu’er]rnprovernentsloserveNationalBankof’TexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJune16,2016 005243-3DeveloperAwardedProjectAgreementPage3of476Article6.INDEMNIFICATION776.1Contractorcovenantsandagreestoindemnify,holdharmlessanddefend,atitsown78expense,thecity,itsofficers,servantsandemployees,fromandagainstanyandall79claimsarisingoutof,orallegedtoariseoutof,theworkandservicestobeperformed80bythecontractor,itsofficers,agents,employees,subcontractors,licensesorinvitees81underthiscontract.Thisindemnificationprovisionisspecificallyintendedtooperate82andbeeffectiveevenifitisallegedorproventhatallorsomeofthedamagesbeing83soughtwerecaused,inwholeorinpart,byanyact,omissionornegligenceofthecity.84Thisindemnityprovisionisintendedtoinclude,withoutlimitation,indemnityfor85costs,expensesandlegalfeesincurredbythecityindefendingagainstsuchclaimsand86causesofactions.878$6.2Contractorcovenantsandagreestoindemnifyandholdharmless,atitsownexpense,89thecity,itsofficers,servantsandemployees,fromandagainstanyandallloss,damage90ordestructionofpropertyofthecity,arisingoutof,orallegedtoariseoutof,thework91andservicestobeperformedbythecontractor,itsofficers,agents,employees,92subcontractors,licenseesorinviteesunderthiscontract.Thisindemnification93provisionisspecificallyintendedtooperateandbeeffectiveevenifitisallegedor94proventhatallorsomeofthedamagesbeingsoughtwerecaused,inwholeorinpart,95byanyact,omissionornegligenceofthecity.9697Article7.MISCELLANEOUS987.1Terms.99TermsusedinthisAgreementaredefinedinArticle1oftheStandardCityConditionsof100theConstructionContractforDeveloperAwardedProjects.1017.2AssignmentofContract.102ThisAgreement,includingalloftheContractDocumentsmaynotbeassignedbythe103ContractorwithouttheadvancedexpresswrittenconsentoftheDeveloper.1047.3SuccessorsandAssigns.105DeveloperandContractoreachbindsitself,itspartners,successors,assignsandlegal106representativestotheotherpartyhereto,inrespecttoallcovenants,agreementsand107obligationscontainedintheContractDocuments.1087.4Severability.109AnyprovisionorpailoftheContractDocumentsheldtobeunconstitutional,voidor110unenforceablebyacourtofcompetentjurisdictionshallbedeemedstricken,andall111remainingprovisionsshallcontinuetobevalidandbindinguponDEVELOPERand112CONTRACTOR.1137.5GoverningLawandVenue.114ThisAgreement,includingalloftheContractDocumentsisperformableintheStateof115Texas.VenueshallbeTarrantCounty,Texas,ortheUnitedStatesDistrictCourtforthe116NorthernDistrictofTexas,FortWorthDivision.CITYOFFORTWORTHSanitatySewerImprovementstosencNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedJune16,2016 1171187.6AuthoritytoSign.Contractor:WrightConstrucany,Ic.Bature)KyleMarsh(PrintedName)Title:PresidentCompanyName:WrightConstructionCompany,Inc.Address:601W.WaltStreet005243-4DeveloperAwardedProjectAgreementPage4of4CITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedJune16,2016ContractorshallattachevidenceofauthoritytosignAgreement,ifotherthandulyauthorizedsignatoryoftheContractor.INWITNESSWHEREOF,DeveloperandContractorhaveexecutedthisAgreementinmultiplecounterparts.ThisAgreementiseffectiveasofthelastdatesignedbytheParties(“EffectiveDate”).Developer:119120121122123124125126127NationalBankofTexasBy:(Signature)WadeDonnell(PrintedName)Title:President/CEOCompanyname:NationalBankofTexasAddress:5550N.RiversideDriveCity/State/Zip:fortWorth,TX76137_f-z(DateCitv/State/Zi:Grapevine,TX76051Date PolicyNumber:C05G29737ACOMMERCIALGENERALLIABILITYTHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADflCAREFULLY.XTENDENDORSEMENTFORCONTRACTORSThisendorsementmodifiesinsuranceprovidedunderthefoIIaving:COMMERCIALGENERALLIABILITYCOVERAGEPARTGENERALDESCRIPTIONOFCOVERAGE—Thisendorsementbroadenscoverage.However,coverageforanyinjury,damageormedicalexpensesdescribedinanyoftheprovisionsofthisendorsementmaybeexcludedorlimitedbyanotherendorsementtothisCoveragePart,andthesecoveragebroadeningprovisionsdonotapplytotheextentthatcoverageiseIudedorlimitedbysuchanendorsement.Thefollowinglistingisageneralcoveragedescriptiononly.Readalltheprovisionsofthisendorsementandtherestofyourpolicycarefullytodeterminerights,duties,andwhatisandisnotcovered.IncidentalMedicalMalpracticeBlanketWaiverOfSubrogationContractualLiability—RailroadsDamageToPremisesRentedToYouPROVISIONSA.WHOISANINSURED—UNNAMEDSUBSIDIARIESThefollowingisaddedtoSECTIONII—WHOISANINSURED:Anyofyoursubsidiaries,otherthanapartnership,jointventureorlimitedliabilitycompany,thatisnotshownasaNamedInsuredintheDeclarationsisaNamedInsuredif:a.Youarethesoleownerof,ormaintainanownershipinterestofmorethan50%in,suchsubsidiaryonthefirstdayofthepolicyperiod;andb.Suchsubsidiaryisnotaninsuredundersimilarotherinsurance.Nosuchsubsidiaryisaninsuredfor“bodilyinjury”or“propertydamage”thatoccurred,or“personalandadvertisinginjury”causedbyanoffensecommitted:a.Beforeyoumaintainedanownershipinterestofmorethan50%insuchsubsidiary;orb.Afterthedate,ifany,duringthepolicyperiodthatyounolongermaintainanownershipinterestofmorethan50%insuchsubsidiary.ForpurposesofParagraph1.ofSectionII—WhoIsAnInsured,eachsuchsubsidiarywillbedeemedtobedesignatedintheDeclarationsas:a.Anorganizationotherthanapartnership,jointventureorlimitedliabilitycompany;orb.Atrust;asindicatedinitsnameorthedocumentsthatgovernitsstructure.B.BLANKETADDONALINSURED—GOVERNMENTALENTITIES—PERMITSORAUTHORIZATIONSRELATINGTOOPERATIONSThefollowingisaddedtoSECTIONII—WHOISANINSURED:Anygovernmentalentitythathasissuedapermitorauthorizationwithrespecttooperationsperformedbyyouoronyourbehalfandthatyouarerequiredbyanyordinance,law,buildingcodeorwrittencontractoragreementtoincludeasanadditionalinsuredonthisCoveragePartisaninsured,butonlywithrespecttoliabilityfor“bodilyinjury”,“propertydamage”or“personalandadvertisinginjury”arisingoutofsuchoperations.Theinsuranceprovidedtosuchgovernmentalentitydoesnotapplyto:a.Any“bodilyinjury”,“propertydamage”or“personalandadvertisinginjury”arisingoutofoperationsperformedforthegovernmentalentity;orb.Any“bodilyinjury”or“propertydamage”includedinthe“products-completedoperationshazard”.A.WhoIsAnInsured—UnnamedSubsidiariesB.BlanketAdditionalInsured—GovernmentalEntities—PermitsOrAuthorizationsRelatingToOperationsC.D.E.F.CGD3160219©2017TheTravelersIndemnityCompany.Alltightsreservd.IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.,withitspermission.Page1of3 COMMERCL’kLGENERALLIABILITYC.INCIDENTALMEDICALMALPRACTICE1.ThefollowingreplacesParagraphb.ofthedefinitionof“occurrence”intheDEFINITIONSSection:b.Anactoromissioncommittedinprovidingorfailingtoprovide“incidentalmedicalservices”,firstaidor“GoodSamaritanservices”toaperson,unlessyouareinthebusinessoroccupationofprovidingprofessionalhealthcareservices.2.ThefollowingreplacesthelastparagraphofParagraph2.a.(1)ofSECTIONII—WHOISANINSURED:Unlessyouareinthebusinessoroccupationofprovidingprofessionalhealthcareservices,Paragraphs(1)(a),(b),(c)and(U)abovedonotapplyto“bodilyinjury”arisingoutofprovidingorfailingtoprovide:(a)“Incidentalmedicalservices”byanyofyour“employees”whoisanurse,nurseassistant,emergencymedicaltechnicianorparamedic;or(b)Firstaidor“GoodSamaritanservices”byanyofyour“employees”or“volunteerworkers”,otherthananemployedor‘dunteerdoctor.Anysuch“employees”or“lunteerworkers”providingorfailingtoprovidefirstaidor“GoodSamaritanservices”duringtheirworkhoursforyouwillbedeemedtobeactingwithinthescopeoftheiremploymentbyyouorperformingdutiesrelatedtotheconductofyourbusiness.3.ThefollowingreplacesthelastsentenceofParagraph5.ofSECTIONIII—LIMITSOFINSURANCE:ForthepurposesofdeterminingtheapplicableEachOccurrenceLimit,allrelatedactsoromissionscommittedinprovidingorfailingtoprovide“incidentalmedicalservices”,firstaidor“GoodSamaritanservices”toanyonepersonwillbedeemedtobeone“occurrence”.4.ThefollowingexclusionisaddedtoParagraph2.,Exclusions,ofSECTIONI—COVERAGES-COVERAGEA-BODILYINJURYANDPROPERTYDAMAGELIABILITY:SaleOfPharmaceuticals“Bodilyinjur/’or“propertydamage”arisingoutoftheviolationofapenalstatuteorordinancerelatingtothesaleofpharmaceuticalscommittedby,orwiththeknowledgeorconsentof,theinsured.5.ThefollowingisaddedtotheDEFINITIONSSection:“Incidentalmedicalservices”means:a.Medical,surgical,dental,laboratory,x-rayornursingserviceortreatment,adviceorinstruction,ortherelatedfurnishingoffoodorberages;orb.Thefurnishingordispensingofdrugsormedical,dental,orsurgicalsuppliesorappliances.6.ThefollcwvingisaddedtoParagraph4.b.,ExcessInsurance,ofSECTIONIV—COMMERCIALGENERALLIABILITYCONDITIONS:Thisinsuranceisexcessoveranyvalidandcollectibleotherinsurance,whetherprimary,excess,contingentoronanyotherbasis,thatisavailabletoanyofyour“employees”for“bodilyinjury”thatarisesoutofprovidingorfailingtoprovide“incidentalmedicalservices”toanypersontotheextentnotsubjecttoParagraph2.a.(1)ofSectionII—WhoIsAnInsured.D.BLANKETWAIVEROFSUBROGATIONThefollowingisaddedtoParagraph8.,TransferOfRightsOfRecoveryAgainstOthersToUs,ofSECTIONIV—COMMERCIALGENERALLIABILITYCONDITIONS:Iftheinsuredhasagreedinacontractoragreementtowaivethatinsured’srightofrecoveryagainstanypersonororganization,wewaiveourrightofrecoveryagainstsuchpersonororganization,butonlyforpayoientswemakebecauseof:a.“Bodilyinjury”or“propertydamage”thatoccurs;orb.“Personalandadvertisinginjury”causedbyanoffensethatiscommitted;subsequenttotheexecutionofthecontractoragreement.E,CONTRACTUALLIABILITY—RAILROADS1.ThefollowingreplacesParagraphC.ofthedefinitionof“insuredcontract”intheDEFINITIONSSection:C.Anyeasementorlicenseagreement;CGD3160219Page2of3©2017TheTravelersIndemnityCompany.Allrightsreserved.IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.,withitspermission. COMMERCLASLGENERALLIABILITY2.Paragraphf.(1)ofthedefinitionof“insureda.Anypremiseswhilerentedtoyouorconfracf’intheDEFINITIONSSectionistemporarilyoccupiedbyyouwithpermissiondeleted.oftheowner;orF.DAMAGETOPREMISESRENTEDTOYOUb.ThecontentsofanypremiseswhilesuchThefollowingreplacesthedefinitionof“premisespremisesisrentedtoyou,ifvurentsuchdamage”intheDEFINITIONSSection:premisesforaperiodofsenorfewerconsecutivedays.“Premisesdamage”means“propertydamage”to:CGD3160219©2017TheTravelersIndemnityCompany.Allrightsreserved.Page3of3IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.,withitspermission. PolicyNumber:C05G29737ACOMMERCIALGENERALLIABILITYTHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLY.BLANKETADDITIONALINSURED—AUTOMATICSTATUSIFREQUIREDBYWRITTENCONTRACT(CONTRACTORS)Thisendorsementmodifiesinsuranceprovidedunderthefollowing:COMMERCIALGENERALLIABILITYCOVERAGEPARTThefollowingisaddedtoSECTIONII—WHOISANINSURED:Anypersonororganizationthat:a.YouagreeinawrittencontractoragreementtoincludeasanadditionalinsuredonthisCoveragePart;andb.HasnotbeenaddedasanadditionalinsuredforthesameprojectbyattachmentofanendorsementunderthisCoveragePartwhichincludessuchpersonororganizationintheendorsement’sschedule;isaninsured,but:a.Onlywithrespecttoliabilityfor“bodilyinjury”or‘propertydamage”thatoccurs,orfor“personalinjurt’causedbyanoffensethatiscommitted,subsequenttothesigningofthatcontractoragreementandwhilethatpartofthecontractoragreementisineffect;andb.OnlyasdescribedinParagraph(1),(2)or(3)below,whicheverapplies:(1)Ifthewrittencontractoragreementspecificallyrequiresyoutoprovideadditionalinsuredcoveragetothatpersonororganizationbytheuseof:(a)TheAdditionalInsured—Owners,LesseesorContractors—(FormB)endorsementCG2O101185;or(b)Eitherorbothofthefollowing:theAdditionalInsured—Owners,LesseesorContractors—ScheduledPersonOrOrganizationendorsementCG20101001,ortheAdditionalInsured—Owners,LesseesorContractors—CompletedOperationsendorsementCG20371001;thepersonororganizationisanadditionalinsuredonlyiftheinjuryordamagearisesoutof“yourwork”towhichthewrittencontractoragreementapplies;(2)IfthewrittencontractoragreementspecWicallyrequiresyoutoprovideadditionalinsuredcoveragetothatpersonororganizationbytheuseof:(a)TheAdditionalInsured—Owners,LesseesorContractors—ScheduledPersonorOrganizationendorsementCG20100704orCG20100413,theAdditionalInsured—Owners,LesseesorContractors—CompletedOperationsendorsementCG20370704orCG20370413,orbothofsuchendorsementswitheitherofthoseeditiondates;or(b)Eitherorbothofthefollowing:theAdditionalInsured—Owners,LesseesorContractors—ScheduledPersonOrOrganizationendorsementCG2010,ortheAdditionalInsured—Owners,LesseesorContractors—CompletedOperationsendorsementCG2037,withoutaneditiondateofsuchendorsementspecified;thepersonororganizationisanadditionalinsuredonlyiftheinjuryordamageiscaused,inwholeorinpart,byactsoromissionsofyouoryoursubcontractorintheperformanceof“yourwork”towhichthewrittencontractoragreementapplies;or(3)IIneitherParagraph(1)nor(2)aboveapplies:(a)Thepersonororganizationisanadditionalinsuredonlyif,andtotheextentthat,theinjuryordamageiscausedbyactsoromissionsofyouoryoursubcontractorintheperformanceof“yourwork”towhichthewrittencontractoragreementapplies;and(b)Suchpersonororganizationdoesnotqualifyasanadditionalinsuredwithrespecttotheindependentactsoromissionsofsuchpersonororganization.Theinsuranceprovidedtosuchadditionalinsuredissubjecttothefollowingprovisions:a.IftheLimitsofInsuranceofthisCoveragePartshownintheDedarationsexceedtheminimumlimitsrequiredbythewrittencontractoragreement,theinsuranceprovidedtotheadditionalinsuredwillbelimitedtosuchminimumrequiredlimits.ForthepurposesofdeterminingwhetherCGD6040219©2017TheTravelersIndemnitycompany.Allrightsreserved.Page1of2 COMMERCIALGENERALLIABILITYthislimitationapplies,theminimumlimitsrequiredbythewrittencontractoragreementwillbeconsideredtoincludetheminimumlimitsofanyUmbrellaorExcessliabilitycoveragerequiredfortheadditionalinsuredbythatwrittencontractoragreement.ThisprovisionwillnotincreasethelimitsofinsurancedescribedinSectionIII—LimitsOfInsurance.b.Theinsuranceprovidedtosuchadditionalinsureddoesnotapplyto:(1)Any‘bodilyinjury”,“propertydamage”or“personalinjury”arisingoutoftheproviding,orfailuretoprovide,anyprofessionalarchitectural,engineeringorsurveyingservices,including:(a)Thepreparing,approving,orfailingtoprepareorapprove,maps,shopdrawings,opinions,reports,surveys,fieldordersorchangeorders,orthepreparing,approving,orfailingtoprepareorapprove,drawingsandspecifications;and(b)Supervisory,inspection,architecturalorengineeringactivities.(2)Any“bodilyinjury’or“propertydamage”causedby“yourwork’andincludedinthe“products-completedoperationshazard”unlessthewrittencontractoragreementspecificallyrequiresyoutoprovidesuchcoverageforthatadditionalinsuredduringthepolicyperiod.c.Theadditionalinsuredmustcomplywiththefollowingduties:(1)Giveuswrittennoticeassoonaspracticableofan“occurrence”oranoffensewhichmayresultinaclaim.Totheextentpossible,suchnoticeshouldinclude:(a)How,whenandwherethe“occurrence”oroffensetookplace;(b)Thenamesandaddressesofanyinjuredpersonsandwitnesses;and(c)Thenatureandlocationofanyinjuryordamagearisingoutofthe“occurrence”oroffense.(2)Ifaclaimismadeor“suit’isbroughtagainsttheadditionalinsured:(a)Immediatelyrecordthespecificsoftheclaimor“suit’andthedatereceived;and(b)Notifyusassoonaspracticableandseetoitthatwereceivewrittennoticeoftheclaimor“suit’assoonaspracticable.(3)Immediatelysenduscopiesofalllegalpapersreceivedinconnectionwiththeclaimor“suit’,cooperatewithusintheinvestigationorsettlementoftheclaimordefenseagainstthe“suit’,andotherwisecomplywithallpolicyconditions.(4)Tenderthedefenseandindemnityofanyclaimor“suit’toanyproviderofotherinsurancewhichwouldcoversuchadditionalinsuredforalosswecover.However,thisconditiondoesnotaffectwhethertheinsuranceprovidedtosuchadditionalinsuredisprimarytootherinsuranceavailabletosuchadditionalinsuredwhichcoversthatpersonororganizationasanamedinsuredasdescribedinParagraph4.,OtherInsurance,ofSectionIV—CommercialGeneralLiabilityConditions.Page2of2©2017TheTravelersIndemnityCompany.Allrightsreserved.CGD6040219 PolicyNumber:C05G29737ACOMMERCIALGENERALLIABILITYc.MethodOfSharingIfalloftheotherinsurancepermitscontributionbyequalshares,wewillfollowthismethodalso.Underthisapproacheachinsurercontributesequalamountsuntilithaspaiditsapplicablelimitofinsuranceornoneofthelossremains,whichevercomesfirst.Ifanyoftheotherinsurancedoesnotpermitcontributionbyequalshares,wewillcontributebylimits.Underthismethod,eachinsurer’sshareisbasedontheratioofitsapplicablelimitofinsurancetothetotalapplicablelimitsofinsuranceofallinsurers.U.PrimaryAndNon-ContributoryInsuranceIfRequiredByWrittenContractIfyouspecificallyagreeinawrittencontractoragreementthattheinsuranceaffordedtoaninsuredunderthisCoveragePartmustapplyonaprimarybasis,oraprimaryandnon-contributorybasis,thisinsuranceisprimarytootherinsurancethatisavailabletosuchinsuredwhichcoverssuchinsuredasanamedinsured,andwewillnotsharewiththatotherinsurance,providedthat:(1)The“bodilyinjury”or“propertydamage”forwhichcoverageissoughtoccurs;and(2)The“personalandadvertisinginjury”forwhichcoverageissoughtiscausedbyanoffensethatiscommitted;subsequenttothesigningofthatcontractoragreementbyyou.5.PremiumAudita.WewillcomputeallpremiumsforthisCoveragePartinaccordancewithourrulesandrates.b.PremiumshowninthisCoveragePartasadvancepremiumisadepositpremiumonly.AtthecloseofeachauditperiodwewillcomputetheearnedpremiumforthatperiodandsendnoticetothefirstNamedInsured.Theduedateforauditandretrospectivepremiumsisthedateshownastheduedateonthebill.Ifthesumoftheadvanceandauditpremiumspaidforthepolicyperiodisgreaterthantheearnedpremium,wewillreturntheexcesstothefirstNamedInsured.c.ThefirstNamedInsuredmustkeeprecordsoftheinformationweneedforpremiumcomputation,andsenduscopiesatsuchtimesaswemayrequest.6.RepresentationsByacceptingthispolicy,youagree:a.ThestatementsintheDeclarationsareaccurateandcomplete;b.Thosestatementsarebasedrepresentationsyoumadetous;anduponc.Wehaveissuedthispolicyinrelianceuponyourrepresentations.Theunintentionalomissionof,orunintentionalerrorin,anyinformationprovidedbyyouwhichwerelieduponinissuingthispolicywillnotprejudiceyourrightsunderthisinsurance.However,thisprovisiondoesnotaffectourrighttocollectadditionalpremiumortoexerciseourrightsofcancellationornonrenewa!inaccordancewithapplicableinsurancelawsorregulations.7.SeparationOfInsuredsExceptwithrespecttotheLimitsofInsurance,andanyrightsordutiesspecificallyassignedinthisCoverageParttothefirstNamedInsured,thisinsuranceapplies:a.AsifeachNamedInsuredweretheonlyNamedInsured;andb.Separatelytoeachinsuredagainstwhomclaimismadeor“suit”isbrought.8.TransferOfRightsOfRecoveryAgainstOthersToUsIftheinsuredhasrightstorecoverallorpartofanypaymentwehavemadeunderthisCoveragePart,thoserightsaretransferredtous.Theinsuredmustdonothingafterlosstoimpairthem.Atourrequest,theinsuredwillbring“suit”ortransferthoserightstousandhelpusenforcethem.9.WhenWeDoNotRenewIfwedecidenottorenewthisCoveragePart,wewillmailordelivertothefirstNamedInsuredshownintheDeclarationswrittennoticeofthenonrenewalnotlessthan30daysbeforetheexpirationdate.Ifnoticeismailed,proofofmailingwillbesufficientproofofnotice.SECTIONV—DEFINITIONS1.“Advertisement”meansanoticethatisbroadcastorpublishedtothegeneralpublicorspecificmarketsegmentsaboutyourgoods,productsorservicesforthepurposeofattractingcustomersorsupporters.Forthepurposesofthisdefinition:a.NoticesthatarepublishedincludematerialplacedontheInternetoronsimilarelectronicmeansofcommunication;andb.Regardingwebsites,onlythatpartofawebsitethatisaboutyourgoods,productsorservicesforthepurposesofattractingcustomersorsupportersisconsideredanadvertisement.CGTi000219Page16of212017TheTravelersIndemnityCompany.Allrightsreserved.IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.withitspermission. COMMERCIALGENERALLIABILITYPOLICYNUMBER:C05G29737ATHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLYDESIGNATEDPROJECT(S)GENERALAGGREGATELIMITThisendorsementmodifiesinsuranceprovidedunderthefollowing:COMMERCIALGENERALLIABILITYCOVERAGEPARTSCHEDULEDesignatedProject(s):EACH“PROJECT”FORWHICHYOUHAVEAGREED,INAWRITTENCONTRACTWHICHISINEFFECTDURINGTHISPOLICYPERIOD,TOPROVIDEASEPARATEGENERALAGGREGATELIMIT;PROVIDEDTHATTHECONTRACTISSIGNEDANDEXECUTEDBYYOUBEFORETHE“BODILYINJURY”OR“PROPERTYDAMAGE”OCCURS.A.Forallsumswhichtheinsuredbecomeslegallyobligatedtopayasdamagescausedbyoccurrences”underCOVERAGEA.(SECTIONI),andforallmedicalexpensescausedbyaccidentsunderCOVERAGEC(SECTIONI),whichcanbeattributedonlytooperationsatasingledesignated‘projectshownintheScheduleabove:1.AseparateDesignatedProjectGeneralAggregateLimitappliestoeachdesignated‘project’,andthatlimitisequaltotheamountoftheGeneralAggregateLimitshownintheDeclarations,unlessseparateDesignatedProjectGeneralAggregate(s)arescheduledabove.2.TheDesignatedProjectGeneralAggregateLimitisthemostwewillpayforthesumofalldamagesunderCOVERAGEA.,exceptdamagesbecauseofbodilyinjuryor“propertydamageincludedintheproducts-completedoperationshazard,andformedicalexpensesunderCOVERAGEC,regardlessofthenumberof:a.Insureds;b.Claimsmadeor“suits”brought;orc.Personsororganizationsmakingclaimsorbringingsuits’.DesignatedProjectGeneralAggregate(s):GENERALAGGREGATELIMITSHOWNONDECLARATIONS.3.AnypaymentsmadeunderCOVERAGEA.fordamagesorunderCOVERAGEC.formedicalexpensesshallreducetheDesignatedProjectGeneralAggregateLimitforthatdesignated‘project.SuchpaymentsshallnotreducetheGeneralAggregateLimitshownintheDeclarationsnorshalltheyreduceanyotherDesignatedProjectGeneralAggregateLimitforanyotherdesignated“projectshownintheScheduleabove.4.ThelimitsshownintheDeclarationsforEachOccurrence,DamageToPremisesRentedToYouandMedicalExpensecontinuetoapply.However,insteadofbeingsubjecttotheGeneralAggregateLimitshownintheDeclarations,suchlimitswillbesubjecttotheapplicableDesignatedProjectGeneralAggregateLimit.B.Forallsumswhichtheinsuredbecomeslegallyobligatedtopayasdamagescausedby“occurrences”underCOVERAGEA.(SECTIONI),andforallmedicalexpensescausedbyaccidentsunderCOVERAGEC.(SECTIONI),whichcannotbeattributedonlytooperationsatasingledesignated“project’shownintheScheduleabove:CG0211Of04Copyright,TheTravelersIndemnityCompany,2004Page1of2 PolicyNumber:C05G29737ACOMMERCIALGENERALLIABILITY1.AnypaymentsmadeunderCOVERAGEA.fordamagesorunderCOVERAGEC.formedicalexpensesshallreducetheamountavailableundertheGeneralAggregateLimitortheProducts-CompletedOperationsAggregateLimit,whicheverisapplicable;and2.SuchpaymentsshallnotreduceanyDesignatedProjectGeneralAggregateLimit.C.Part2.ofSECTIONIII—LIMITSOFINSURANCEisdeletedandreplacedbythefollowing:2.TheGeneralAggregateLimitisthemostwewillpayforthesumof:a.DamagesunderCoverageB;andb.Damagesfrom‘occurrencesunderCOVERAGEA(SECTIONI)andforallmedicalexpensescausedbyaccidentsunderCOVERAGEC(SECTIONI)whichcannotbeattributedonlytooperationsatasingledesignatedproject”shownintheSCHEDULEabove.D.Whencoverageforliabilityarisingoutofthe“products-completedoperationshazard”ispro-vided,anypaymentsfordamagesbecauseof“bodilyinjury”or“propertydamage”includedinthe“products-completedoperationshazard”willreducetheProducts-CompletedOperationsAggregateLimit,andnotreducetheGeneralAggregateLimitnortheDesignatedProjectGeneralAggregateLimit.E.ForthepurposesofthisendorsementtheDefinitionsSectionisamendedbytheadditionofthefollowingdefinition:“Project”meansanareaawayfrompremisesownedbyortentedtoyouatwhichyouareperformingoperationspursuanttoacontractoragreement.Forthepurposesofdeterminingtheapplicableaggregatelimitofinsurance,each“project’thatincludespremisesinvolvingthesameorconnectinglots,orpremiseswhoseconnectionisinterruptedonlybyastreet,roadway,waterwayorright-of-wayofarailroadshallbeconsideredasingle‘project”.F.TheprovisionsofSECTIONIII—LIMITSOFINSURANCEnototherwisemodifiedbythisendorsementshallcontinuetoapplyasstipulated.Page2of2Copyright,TheTravelersIndemnityCompany,2004CGD2110104 POLICYNUMBER:C05G29737ATHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLY.DESIGNATEDENTITY—NOTICEOFCANCELLATIONPROVIDEDBYUSThisendorsementmodifiesinsuranceprovidedunderthefollowing:ALLCOVERAGEPARTSINCLUDEDINTHISPOLICYSCHEDULECANCELLATION:PERSONORORGANIZATION:ANYPERSONORORGANIZATIONTOWHOMCONTINUEDONILT803ADDRESS:THEADDRESSFORTHATPERSONORCONTINUEDONIL1803GRAPEVINETX76051PROVISIONS:NumberofDaysNoticeofCancellation:30Ifwecancelthispolicyforanystatutorilypermittedreasonotherthannonpaymentofpremium,andanumberofdaysisshownforcancellationinthescheduleabove,wewillmailnoticeofcancellationtothepersonororganizationshowninthescheduleabove.Wewillmailsuchnoticetotheaddressshowninthescheduleaboveatleastthenumberofdaysshownforcancellationinthescheduleabovebeforetheeffectivedateofcancellation.ILT4050311@2011TheTravelersIndemnityCompany.Alltightsreserved.Page1of1 BA0L932023A.BROADFORMNAMEDINSUREDB.BLANKETADDITIONALINSUREDC.EMPLOYEEHIREDAUTOD.EMPLOYEESASINSUREDE.SUPPLEMENTARYPAYMENTS—INCREASEDLIMITSF.HIREDAUTO—LIMITEDWORLDWIDECOVERAGE—INDEMNITYBASISG.WAIVEROFDEDUCTIBLE—GLASSPROVISIONSA.BROADFORMNAMEDINSUREDThefollowingisaddedtoParagraphA.1,.WhoIsAnInsured,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:Anyorganizationyounewlyacquireorformduringthepolicyperiodoverwhichyoumaintain50%ormoreownershipinterestandthatisnotseparatelyinsuredforBusinessAutoCoverage.CoverageunderthisprovisionIsaffordedonlyuntilthe180thdayafteryouacquireorformtheorganizationortheendofthepolicyperiod,whicheverisearlier.B.BLANKETADDITIONALINSUREDThefollowingisaddedtoParagraphc.inA.f.,WhoIsAnInsured,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:AnypersonororganizationwhoIsrequiredunderawrittencontractoragreementbetweenyouandthatpersonororganization,thatissignedandexecutedbyyoubeforethebodilyinjuryorpropertydamageoccursandthatisineffectduringthepolicyperiod,tobenamedasanadditionalinsuredisaninsured”forCoveredAutosLiabilityCoverage,butonlyfordamagestowhichH.HIREDAUTOPHYSICALDAMAGE—LOSSOFUSE—INCREASEDLIMITI.PHYSICALDAMAGE—TRANSPORTATIONEXPENSES—INCREASEDLIMIT1.PERSONALPROPERTYK.AIRBAGSL.NOTICEANDKNOWLEDGEOFACCIDENTORLOSSM.BLANKETWAIVEROFSUBROGATIONN.UNINTENTIONALERRORSOROMISSIONSthisinsuranceappliesandonlytotheextentthatpersonororganizationqualifiesasaninsuredundertheWhoIsAnInsuredprovisioncontainedinSectionII.C.EMPLOYEEHIREDAUTO1.ThefollowingisaddedtoParagraphAl.,WhoIsAnInsured,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:AnemployeeofyoursisaninsuredwhileoperatinganautohiredorrentedunderacontractoragreementInanempIoyeesname,withyourpermission,whileperformingdutiesrelatedtotheconductofyourbusiness.2.ThefollowingreplacesParagraphb.inB.5.,OtherInsurance,ofSECTIONIV—BUSINESSAUTOCONDITIONS:b.ForHiredAutoPhysicalDamageCoverage,thefollowingaredeemedtobecovered“autosyouown:(1)Anycoveredautosyoulease,hire,rentorborrow;and(2)Anycoveredautohiredorrentedbyyouremployeeunderacontractinanemployee’sname,withyourCOMMERCIALAUTOTHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLY.BUSINESSAUTOEXTENSIONENDORSEMENTThisendorsementmodifiesinsuranceprovidedunderthefollowing:BUSINESSAUTOCOVERAGEFORMGENERALDESCRIPTIONOFCOVERAGE—Thisendorsementbroadenscoverage.However,coverageforanyinjury,damageormedicalexpensesdescribedinanyoftheprovisionsofthisendorsementmaybeexcludedorlimitedbyanotherendorsementtotheCoveragePart,andthesecoveragebroadeningprovisionsdonotapplytotheextentthatcoverageisexcludedorlimitedbysuchanendorsement.Thefollowinglistingisageneralcoveragedescriptiononly.Limitationsandexclusionsmayapplytothesecoverages.Readalltheprovisionsofthisendorsementandtherestofyourpolicycarefullytodeterminerights,duties,andwhatisandisnotcovered.CAT3530215C2015TheTrave’ersIndemnityCompanyAUrightsreserved.IncludescopyngliledmatenalolInsuranceServicesOlfice,inc.wtthitspemission.Page1of4 COMMERCIALAUTOpermission,whileperformingdutiesrelatedtotheconductofyourbusiness.However,anyauto”thatisleased,hired,tentedorborrowedwithadriverisnotacoveted“auto”.D.EMPLOYEESASINSUREDThefollowingisaddedtoParagraphA.1,.WhoIsAnInsured,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:Any“employee”ofyoursisan“insured”whileusingacoveted“auto”youdon’town,hireorborrowinyourbusinessoryourpersonalaffairs.E.SUPPLEMENTARYPAYMENTS—INCREASEDLIMITS1.ThefollowingreplacesParagraphA.2.a.(2).ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:(2)Upto$3,000forcostofbailbonds(Includingbondsforrelatedtrafficlawviolations)requiredbecauseofanaccident”wecover.Wedonothavetofurnishthesebonds.2,ThefollowingreplacesParagraphA.2.a.(4),ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:(4)Allreasonableexpensesincurredbythe“insured”atourrequest,includingactuallossofearningsupto$500adaybecauseoftimeofffromwork.F.HIREDAUTO—LIMITEDWORLDWIDECOVERAGE—INDEMNITYBASISThefollowingreplacesSubparagraph(5)inParagraphB.7.,PolIcyPerIod,CoverageTerrItory,ofSECTIONIV—BUSINESSAUTOCONDITIONS:(5)Anywhereintheworld,exceptanycountryorjurisdictionwhileanytradesanction,embargo,orsimilarregulationimposedbytheUnitedStatesofAmericaappliestoandprohibitsthetransactionofbusinesswithorwithinsuchcountryorjurisdiction,forCoveredAutosLiabilityCoverageforanycovered“autothatyoulease,hire,rentorborrowwithoutadriverforaperiodof30daysorlessandthatisnotan“auto”youlease,hire,rentorborrowfromanyofyour“employees”,partners(ifyouareapartnership),members(ifyouarealimitedliabilitycompany)ormembersoftheirhouseholds.(a)WIthrespecttoanyclaimmadeorsuitbroughtoutsidetheUnitedStatesofAmerica,theterritoriesandpossessionsoftheUnitedStatesofAmerica,PuertoRicoandCanada:(I)Youmustarrangetodefendthe“insured”against,andinvestigateorsettleanysuchclaimorsuit”andkeepusadvisedofallproceedingsandactions.(II)Neitheryounoranyotherinvolved“insured”willmakeanysettlementwithoutourconsent.(III)Wemay,atourdiscretion,participateindefendingthe“insured”against,orinthesettlementof,anyclaimor“suit”.(lv)Wewillreimbursethe“insured”forsumsthatthe“insured”legallymustpayasdamagesbecauseof“bodilyinjury”or“propertydamage”towhichthisinsuranceapplies,thatthe“insuredpayswithourconsent,butonlyuptothelimitdescribedinParagraphC.,LimitsOfInsurance,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE.(v)Wewillreimbursethe“insuredforthereasonableexpensesincurredwithourconsentforyourinvestigationofsuchclaimsandyourdefenseofthe“insured”againstanysuch“suit”,butonlyuptoandincludedwithinthelimitdescribedinParagraphC.,LimitsOfInsurance,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE,andnotInadditiontosuchlimit.OurdutytomakesuchpaymentsendswhenwehaveuseduptheapplicablelimitofInsuranceInpaymentsfordamages,settlementsordefenseexpenses.(b)Thisinsuranceisexcessoveranyvalidandcollectibleotherinsuranceavailabletothe“insured”whetherprimary,excess,contingentoronanyotherbasis.(c)ThisinsuranceisnotasubstituteforrequiredorcompulsoryinsuranceInanycountryoutsidetheUnitedStates,itsterritoriesandpossessions,PuertoRicoandCanada.Page2of4©2DlSTheTrave’ersIndemnityCompany.Altnghtsreserved.IncludescopightedmaterialofInsuranceServicesOffice,Inc.withitspermission.CAT3530215 COMMERCIALAUTOYouagreetomaintainallrequiredorcompulsoryinsuranceinanysuchcountryuptotheminimumlimitsrequiredbylocallaw.YourfailuretocomplywithcompulsoryinsurancerequirementswillnotInvalidatethecoverageaffordedbythispolicy,butwewillonlybeliabletothesameextentwewouldhavebeenliablehadyoucompliedwiththecompulsoryinsurancerequirements.(U)ItisunderstoodthatwearenotanadmittedorauthorizedinsureroutsidetheUnitedStatesofAmerica.itsterritoriesandpossessions,PuertoRicoandCanada.Weassumenoresponsibilityforthefurnishingofcertificatesofinsurance,orforcomplianceinanywaywiththelawsofothercountriesrelatingtoInsurance.G.WAIVEROFDEDUCTIBLE—GLASSThefollowingisaddedtoParagraphD.,DeductIble,ofSECTIONIII—PHYSICALDAMAGECOVERAGE:Nodeductibleforacovered“auto”willapplytoglassdamageiftheglassisrepairedratherthanreplaced.H.HIREDAUTOPHYSICALDAMAGE—LOSSOFUSE—INCREASEDLIMITThefollowingreplacesthelastsentenceofParagraphA.4.b.,LossOfUseExpenses,ofSEC.TIONIll—PHYSICALDAMAGECOVERAGE:However,themostwewillpayforanyexpensesforlossofuseis$65perday,toamaximumof$750foranyone“accident”.PHYSICALDAMAGE—TRANSPORTATIONEXPENSES—INCREASEDLIMITThefollowingreplacesthefirstsentenceinParagraphA.4,a,,TransportationExpenses,ofSECTIONIII—PHYSICALDAMAGECOVERAGE:Wewillpayupto$50perdaytoamaximumof$1.500fortemporarytransportationexpenseincurredbyyoubecauseofthetotaltheftofacovered“auto”oftheprivatepassengertype.J.PERSONALPROPERTYThefollowingisaddedtoParagraphA.4.,CoverageExtensions,ofSECTIONIII—PHYSICALDAMAGECOVERAGE:PersonalPropertyWewillpayupto$400for“loss”towearingapparelandotherpersonalpropertywhichis:(1)Ownedbyan“insured;andCAT3530215(2)Inoronyourcovered“auto”.Thiscoverageappliesonlyintheeventofatotaltheftofyourcoveted“auto”.NodeductiblesapplytothisPersonalPropertycoverage.K.AIRBAGSThefollowingisaddedtoParagraphB.3.,Exclusions,ofSECTIONIII—PHYSICALDAMAGECOVERAGE:Exclusion3.a.doesnotapplyto“loss”tooneormoreairbagsInacovered“auto”youownthatinflateduetoacauseotherthanacauseof“loss”setforthInParagraphsA.f.b.andA.1,c.,butonly:a.Ifthat‘auto”isacovered“auto”forComprehensiveCoverageunderthispolicy;b.Theairbagsarenotcoveredunderanywarranty:andc.TheairbagswerenotintentionallyInflated.Wewillpayuptoamaximumof$1,000foranyone“loss”.1.NOTICEANDKNOWLEDGEOFACCIDENTORLOSSThefollowingisaddedtoParagraphA.2.a.,ofSECTIONIV—BUSINESSAUTOCONDITIONS:Yourdutytogiveusorourauthorizedrepresentativepromptnoticeofthe“accident”or“loss”appliesonlywhenthe“accident”or“loss”isknownto:(a)You(ifyouareanindividual);(b)Apartner(ifyouareapartnership);(c)Amember(ifyouarealimitedliabilitycompany);(d)Anexecutiveofficer,directororinsurancemanager(ifyouareacorporationorotherorganization);or(e)Any“employee”authorizedbyyoutogivenoticeofthe“accident”or“loss”.M.BLANKETWAIVEROFSUBROGATIONThefollowingreplacesParagraphA.5.,TransferOfRIghtsOfRecoveryAgainstOthersToUs,ofSECTIONIV—BUSINESSAUTOCONDITIONS:5.TransferOfRightsOfRecoveryAgainstOthersToUsWewaiveanyrightofrecoverywemayhaveagainstanypersonororganizationtotheextentrequiredofyoubyawrittencontractsignedandexecutedpriortoany“accident”or“loss”,providedthatthe“accident”or“lOss”arisesoutofoperationscontemplatedbyC2015TheTraveersIndenrtyComp8ny.Allnghtsreservea.Includescopyrightedmaterialo4InsuranceSecvicesOfficeInc.withIspermissk.Page3ot4 COMv1ERCIALAUTOsuchcontract.Thewaiverappliesonlytothepersonororganizationdesignatedinsuchcontract.N.uNINTENrI0NALERRORSOROMISSIONSThefollowingisaddedtoParagraphB.2.,Concealment,Misrepresentation,OrFraud,ofSECTIONIV—BUSINESSAUTOCONDITIONS:Theunintentionalomissionof,orunintentionalerrorin,anyinformationgivenbyyoushallnotprejudiceyourrightsunderthisinsurance.Howeverthisprovisiondoesnotaffectourrighttocollectadditionalpremiumorexerciseourrightofcancellationornon-renewal.CAT3530215Page4of4C2015TheTravelersIndemnityCompany.Allrightsreserved.IncludescopyrightedmaterialofInsuranceServicesOllico,Incwithitspermission. BA0L932023COMMERCIALAUTOTHISENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLY.BLANKETADDITIONALINSURED-PRIMARYANDNON-CONTRIBUTORYWITHOTHERINSURANCEThisendorsementmodifiesinsuranceprovidedunderthefollowing:BUSINESSAUTOCOVERAGEFORMPROVISIONS1.ThefollowingisaddedtoParagraphA.1.c.,WhoIsAnInsured,ofSECTIONII—COVEREDAUTOSLIABILITYCOVERAGE:Anypersonororganizationwhoisrequitedunderawrittencontractoragreementbetweenyouandthatpersonororganization,thatissignedandexecutedbyyoubeforethebodilyinjuryorpropertydamageoccursandthatisineffectduringthepolicyperiod,tobenamedasanadditionalinsuredisaninsuredforCovetedAutosLiabilityCoverage,butonlyfordamagestowhichthisinsuranceappliesandonlytotheextentthatpersonororganizationqualifiesasaninsuredundertheWhoIsAnInsuredprovisioncontainedinSECTIONII.CAT47402152.ThefollowingisaddedtoParagraph8.5.,OtherInsuranceofSECTIONIV—BUSINESSAUTOCONDITIONS:Regardlessoftheprovisionsofparagrapha.andparagraphd.ofthispart5.OtherInsurance,thisinsuranceisprimarytoandnon-contributorywithapplicableotherinsuranceunderwhichanadditionalinsuredpersonororganizationisthefirstnamedinsuredwhenthewrittencontractoragreementbetweenyouandthatpersonororganization,thatissignedandexecutedbyyoubeforethebodilyln]uryorpropertydamageoccursandthatisineffectduringthepolicyperiod,requiresthisinsurancetobeprimaryandnon-contributory.©2015TheTravelersIndemnityCompany.AUrightsreserved.IncludescopightedmaterialatInsuranceSurviceOtticeInc.wdhitspermission.Page1of1 POLICYNUMBER:BAO932O23ThisENDORSEMENTCHANGESTHEPOLICY.PLEASEREADITCAREFULLY.DESIGNATEDENTITY-NOTICEOFCANCELLATIONPROVIDEDBYUSThisendorsementmodifiesinsuranceprovidedunderthefollavEng:ALLCOVERAGEPARTSINCLUDEDINTHISPOLICYSCHEDULECANCELLATION:NumberofDaysNoticeofCancdlation:30PERSONORORGANIZATION:AnypersonororganizationtowhomyouhaveagreedWiawrittenntraotthatnoticeofcanceiladon01th*potcywbegiven,hotordyW1.Yousencusawnuenrequesttoprovidesuchnot,Indudingthenameandaddressofsuchpersonororganization,afterthefirstnamedInsuredredevesnoticefromusofthecancellationofthispoticy;and2.Wereceivesuchwrittenrequestatleast14daysbeforethebeginningcitheappicablenumbercidaysshowninthisSofiedula.ADDRESS:Tb.addressforthatpersonororganizationinckidedineudiwrittenrequestfromyoutous.PROVISIONS:Ifwecancelthispolicyforanystatutorilypermittedreasonotherthannonpaymentofpremium,andanumberofdaysisshownforcancellationinthescheduleabove,wewillmallnoticeofcancellationtothepersonororganizationshowninthescheduleabove.Wewillmailsuchnoticetotheaddressshowninthescheduleaboveatleastthenumberofdaysshownforcancellationinthescheduleabovebeforetheeffectivedate01cancellation.ILT4050311©2011TheTravelerslnden,nityCompany.Allrightsreserved.Page1oIl lexasMutuarWORKERS’COMPENSATIONINSURANCEWORKERSCOMPENSATIONANDWC420304BEMPLOYERSLIABILITYPOLICYInsuredcopyTEXASWAIVEROFOURRIGHTTORECOVERFROMOTHERSENDORSEMENTThisendorsementappliesonlytotheinsuranceprovidedbythepolicybecauseTexasisshowninitem3.A.oftheInformationPage.Wehavetherighttorecoverourpaymentsfromanyoneliableforaninjurycoveredbythispolicy.WewillnotenforceourrightagainstthepersonororganizationnamedintheSchedule,butthiswaiverappliesonlywithrespecttobodilyinjuryarisingoutoftheoperationsdescribedintheschedulewhereyouarerequiredbyawrittencontracttoobtainthiswaiverfromus.ThisendorsementshallnotoperatedirectlyorindirectlytobenefitanyonenotnamedintheSchedule.ThepremiumforthisendorsementisshownintheSchedule.Schedule1.()SpecificWaiverNameofpersonororganization(X)BlanketWaiverAnypersonororganizationforwhomtheNamedInsuredhasagreedbywrittencontracttofurnishthiswaiver.2.Operations:AllTexasoperations3.Premium:Thepremiumchargeforthisendorsementshallbe2OOpercentofthepremiumdevelopedonpayrollinconnectionwithworkperformedfortheaboveperson(s)ororganization(s)arisingoutoftheoperationsdescribed.4.AdvancePremium:Included,seeInformationPageThisendorsementchangesthepolicytowhichitisattachedeffectiveontheInceptiondateofthepolicyunlessadifferentdateisindicatedbelow.(Thefollowing“attachingclause”needbecompletedonlywhenthisendorsementisissuedsubsequenttopreparationofthepolicy.)Thisendorsement,effectiveon11/29/20at12:01a.m.standardtime,formsapartof:Policyno.0002006571ofTexasMutualInsuranceCompanyeffectiveon11/29/20Issuedto:WRIGHTCONSTRUCTIONCOMPANYINCThisisnotabillAuthorizedrepresentativeNCCICarrierCode:2993911113120PCBox12058,Austin,TX78711-20581of1texasmutual.com1(800)859-5995Fax(800)359-0650WC420304B lexasMumarWORKERS’COMPENSATIONINSURANCEWORKERS’COMPENSATIONANDWC420601EMPLOYERSLIABILiTYPOLICYInsuredcopyTEXASNOTICEOFMATERIALCHANGEENDORSEMENTThisendorsementappliesonlytotheinsuranceprovidedbythepolicybecauseTexasisshowninItem3.A.oftheInformationPage.Intheeventofcancellationorothermaterialchangeofthepolicy,wewillmailadvancenoticetothepersonororganizationnamedintheSchedule.ThenumberofdaysadvancenoticeisshownintheSchedule.ThisendorsementshallnotoperatedirectlyorindirectlytobenefitanyonenotnamedintheSchedule.Schedule1.Numberofdaysadvancenotice:302.Noticewillbemailedto:PERLISTONFILEThisendorsementchangesthepolicytowhichitisattachedeffectiveontheInceptiondateofthepolicyunlessadifferentdateisindicatedbelow.(Thefollowing‘attachingclauseneedbecompletedonlywhenthisendorsementisissuedsubsequenttopreparationofthepolicy.)Thisendorsement,effectiveon11129120at12:01a.m.standardtime,formsapartof:Policyno.0002006571ofTexasMutualInsuranceCompanyeffectiveon11/29/20Issuedto:WRIGHTCONSTRUCTIONCOMPANYINC74j,ThisisnotabillAuthorizedrepresentativeNCCICattierCode:2993911113120P0Box12058.Austin,TX78711-20581of1texasmutual.com1(800)859-5995IFax(800)359-0650WC420601 PollutionPolicy#0312-124411/29/2020to11/29/20214.Anypersonororganizationwithwhomyouagreetoincludeasaninsuredinawrittencontractorwrittenagreement,butonlywithrespecttobodilyinjury,propertydamage,environmentaldamageoremergencyresponseexpensearisingoutofyourwork.5.Anypersonororganizationthathasatleasta50%controllinginterestinyoubutonlywithrespecttobodilyinjury,propertydamage,environmentaldamageoremergencyresponseexpensearisingoutoftheirfinancialcontrolofyou.Nopersonororganizationisaninsuredwithrespecttotheconductofanycurrentorpastpartnership,jointventureorlimitedliabilitycompanythatisnotshownasaNamedInsuredintheDeclarations.SECTIONIII—EXCLUSIONSThisinsurancedoesnotapplyto:1.ContractualLiabilityBodilyinjury,propertydamage,environmentaldamageoremergencyresponseexpenseforwhichtheinsuredisobligatedtopaydamagesbyreasonoftheassumptionofliabilityinacontractoragreement.Thisexclusiondoesnotapplytoliabilityfordamages:a.Thattheinsuredwouldhaveintheabsenceofthecontractoragreement;orb.Assumedinacontractoragreementthatisaninsuredcontract,providedthebodilyinjury,propertydamage,environmentaldamageoremergencyresponseexpenseoccurssubsequenttotheexecutionofthecontractoragreement.Solelyforthepurposesofliabilityassumedinaninsuredcontract,reasonableattorneys’feesandnecessarylitigationexpensesincurredbyorforapartyotherthananinsuredaredeemedtobedamagesbecauseofbodilyinjury,propertydamage,environmentaldamageoremergencyresponseexpense,provided:(1)Liabilitytosuchpartyfor,orforthecostof,thatparty’sdefensehasalsobeenassumedinthesameinsuredcontract;and(2)Suchattorneys’feesandlitigationexpensesarefordefenseofthatpartyagainstaciviloralternativedisputeresolutionproceedinginwhichdamagestowhichthisinsuranceappliesarealleged.2.CriminalFines,PenaltiesandAssessmentsAnycriminalfines,criminalpenaltiesorcriminalassessments.3.DamagetoConveyancePropertydamagetoanyconveyanceutilizedduringtransportation.Thisexclusiondoesnotapplytoclaimsmadebythird-partycarriersforsuchpropertydamagearisingfromtheinsured’snegligence.4.DamagetoPropertyPropertydamageorenvironmentaldamageto:a.Propertyyouown,rent,oroccupyincludinganycostsorexpensesincurredbyyou,oranyotherperson,organizationorentity,forrepair,replacement,enhancement,restorationormaintenanceENV-CPL0000300(02/12)Page7of22IncludescopyrightedmaterialofInsuranceServicesOffices,Inc.withitspermission. PollutionPolicy#0312-124411/29/2020to11/29/2021b.Tosueusonthispolicyunlessallofitstermshavebeenfullycompliedwith.Apersonororganizationmaysueustorecoveronanagreedsettlementoronafinaljudgmentagainstaninsured;butwewillnotbeliablefordamagesthatarenotpayableunderthetermsofthispolicyorthatareinexcessoftheapplicablelimitofinsurance.Anagreedsettlementmeansasettlementandreleaseofliabilitysignedbyus,theinsuredandtheclaimantortheclaimant’slegalrepresentative.12.OtherInsuranceIfothervalidandcollectibleinsuranceisavailabletotheinsuredforalosswecoverunderthispolicy,ourobligationsarelimitedasfollows:a.PrimaryInsuranceThisinsuranceisprimaryexceptwhenParagraphb.belowapplies.Ifthisinsuranceisprimary,ourobligationsarenotaffectedunlessanyoftheotherinsuranceisalsoprimary.Then,wewillsharewithallthatotherinsurancebythemethoddescribedinParagraphb.below.However,intheeventthatawrittencontractorwrittenagreementrequiresthisinsurancetobeprimaryforanypersonororganizationwithwhomyouagreedtoinsureandsuchpersonororganizationisaninsuredunderthispolicy,wewillnotseekcontributionsfromanysuchotherinsuranceissuedtosuchpersonororganization.b.MethodofSharingIfalloftheotherinsurancepermitscontributionbyequalshares,wewillalsofollowthismethod.Underthisapproach,eachinsurercontributesequalamountsuntilithaspaiditsapplicablelimitofinsuranceornoneofthelossremains,whichevercomesfirst.Ifanyoftheotherinsurancedoesnotpermitcontributionbyequalshares,wewillcontributebylimits.Underthismethod,eachinsurer’sshareisbasedontheratioofitsapplicablelimitofinsurancetothetotalapplicablelimitsofinsuranceofallinsurers.c.ProjectSpecificInsurancePolicyNotwithstandingParagraphsa.andb.above,ifaprojectcoveredunderthispolicyisinsuredunderapolicyspecificallypurchasedtoapplytosuchproject,thispolicywillapplyexcessofsuchpolicy.13.PremiumsandDeductibleThefirstNamedInsuredshownintheDeclarations:a.Isresponsibleforthepaymentofallpremiums;b.Willbethepayeeforanyreturnpremiumswepay;andc.Isresponsibleforthepaymentofalldeductibles.14.Representationsa.Byacceptingthispolicy,youagree:ENV-CPL0000300(02/12)Page14of22IncludescopyrightedmaterialofInsuranceServicesOffices,Inc.withitspermission. PollutionPolicy#0312-124411/29/2020to11/29/2021(1)ThestatementsandinformationinanyApplicationand/orQuestionnaireandothersupplementalmaterialssubmittedtousareaccurateandcompleteandarematerialtoourunderwritingofthispolicy;(2)Thosestatementsandtheinformationprovidedarebaseduponrepresentationsyoumadetous;and(3)Wehaveissuedthispolicyinrelianceuponyourrepresentations.b.Misrepresentation,concealment,breachofatermorcondition,orviolationofanydutyunderthispolicybyoneinsuredshallnotprejudicetheinterestofcoverageforanotherinsuredunderthispolicy.Provided,however,thatthisconditionshallnotapplytoanyinsuredwhoisaparent,subsidiaryoraffiliateofthefirstNamedInsured.15.SeparationofInsuredsExceptwithrespecttotheLimitsofInsurance,andanyrightsordutiesspecificallyassignedinthispolicytothefirstNamedInsured,thisinsuranceapplies:a.AsifeachNamedInsuredweretheonlyNamedInsured;andb.Separatelytoeachinsuredagainstwhomclaimismadeorsuitisbrought.16.ServiceofSuitIntheeventofourfailuretopayanyamountclaimedtobeduehereunder,we,atyourrequest,willsubmittothejurisdictionofacourtofcompetentjurisdictionwithintheUnitedStates.NothinginthisconditionconstitutesorshouldbeunderstoodtoconstituteawaiverofourrightstocommenceanactioninanycourtofcompetentjurisdictionintheUnitedStates,toremoveanactiontoaUnitedStatesDistrictCourt,ortoseektransferofacasetoanothercourtaspermittedbythelawsoftheUnitedStatesorofanystateintheUnitedStates.Itisfurtheragreedthatserviceofprocessinsuchsuitmaybemadeuponcounsel,LegalDepartment,AlliedWorldAssuranceCompany(U.S.)Inc.,199WaterStreet,24”Floor,NewYork,NY10038orhisorherrepresentative,andthatinanysuitinstitutedagainstusuponthispolicy,wewillabidebythefinaldecisionofsuchcourtorofanyappellatecourtintheeventofanappeal.Further,pursuanttoanystatuteofanystate,territory,ordistrictoftheUnitedStateswhichmakesprovisiontherefore,weherebydesignatetheSuperintendent,CommissionerorDirectorofInsurance,orotherofficerspecifiedforthatpurposeinthestatute,orhisorhersuccessorsinoffice,asitstrueandlawfulagentuponwhommaybeservedanylawfulprocessinanyaction,suit,orproceedinginstitutedbyoronyourbehalforanybeneficiaryhereunderarisingoutofthispolicyofinsuranceandherebydesignatestheabovenamedasthepersontowhomthesaidofficerisauthorizedtomailsuchprocessoratruecopythereof.17.TransferofRightsofRecoveryAgainstOtherstoUsItyouhaverightstorecoverallorpartofanypaymentwehavemadeunderthispolicy,thoserightsaretransferredtous.Youmustdonothingafterlosstoimpairthem.Atourrequest,youwillbringsuitortransferthoserightstousandhelpusenforcethem.However,wewaiveourright(s)ofrecoveryagainstanypersonororganizationifandtotheextentyouhaveagreedtowaiveyourtight(s)ofrecoveryagainstsuchpersonororganizationinawrittencontractsignedbyyoupriortothefirstcommencementofapollutionincidentoutofwhichtheclaimorrequestforemergencyresponseexpensearisesunderSectionI—Coverages,1.InsuringAgreement.ENV-CPL0000300(02/12)Page15of22IncludescopyrightedmaterialofInsuranceServicesOffices,Inc.withitspermission. PollutionPolicy#0312-124411/29/2020to11/29/2021Anyrecoveryasaresultofsubrogationproceedingsarisingoutofthepaymentoflosscoveredunderthispolicyshallaccruefirsttoustotheextentofourpaymentunderthepolicy,andthentoyoutotheextentofyourdeductible.Expensesincurredinsuchsubrogationproceedingsshallbeapportionedamongtheinterestedpartiesintherecoveryintheproportionthateachinterestedparty’sshareintherecoverybearstothetotalrecovery.18.TransferofYourRightsandDutiesUnderThisPolicyYourrightsanddutiesunderthispolicymaynotbetransferredwithoutourwrittenconsent,whichshallnotbeunreasonablywithheld,exceptinthecaseofdeathofanindividualNamedInsured.Ifyoudie,yourrightsanddutieswillbetransferredtoyourlegalrepresentativebutonlywhileactingwithinthescopeofdutiesasyourlegalrepresentative.Untilyourlegalrepresentativeisappointed,anyonehavingpropertemporarycustodyofyourpropertywillhaveyourrightsanddutiesbutonlywithrespecttothatproperty.19.WhenWeDoNotRenewIfwedecidenottorenew,wewillmailordelivertothefirstNamedInsuredshownintheDeclarationswrittennoticeofthenonrenewalnotlessthanninety(90)daysbeforetheexpirationdate.Ifnoticeismailed,proofofmailingwillbesufficientproofofnotice.SECTIONVI—DEFINITIONS1.Automeans:a.Alandmotorvehicle,trailerorsemitrailerdesignedfortravelonpublicroads,includinganyattachedmachineryorequipment.b.Anyotherlandvehiclethatissubjecttoacompulsoryorfinancialresponsibilitylawinthestatewhereitislicensedorprincipallygaraged.However,autodoesnotincludemobileequipment.2.Bodilyinjurymeansbodilyinjury,physicalinjury,sickness,building-relatedillness,mentalanguish,shockoremotionaldistressordiseasesustainedbyaperson,includingdeathresultingfromanyoftheseatanytime.Bodilyinjurydamagesshallincludemonetaryawardsorsettlementsofcompensatorydamagesandwhereallowablebylaw,punitive,exemplary,ormultipledamages,andcivilfines,penalties,orassessmentsforbodilyinjury.3.Claimmeansademandseekingaremedyandallegingliabilityorresponsibilityonthepartoftheinsured.4.Clean-upcostsmeansreasonableandnecessaryexpenses,includingrestorationcostsandlegalexpensesincurredwithourpriorwrittenconsent,whichconsentshallnotbeunreasonablywithheldordelayed,toinvestigate,abate,contain,treat,remove,remediate,monitor,ordisposeofsoil,surfacewater,groundwaterorothercontaminatedmediabutonly:a.Totheextentrequiredbyenvironmentallaws;b.ForthosecoststhathavebeenincurredbythegovernmentoranypoliticalsubdivisionoftheUnitedStatesofAmerica(includingitsterritoriesandpossessions),PuertoRicoandCanadaorbythirdparties;orc.Intheabsenceofa.above,totheextentrecommendedbyanenvironmentalprofessional.ENV-CPL0000300(02/12)Page16of22IncludescopyrightedmaterialofInsuranceServicesOffices,Inc.withitspermission. Bond#TXC613$82006213-IPERFORMANCEBONDPage1of21SECTION0062132PERFORMANCEBOND34THESTATEOFTEXAS§S§KNOWALLBYTHESEPRESENTS:6COUNTYOfTARRANT§78Thatwe,WrightConstructionCompany.Inc.,knownas“Principal”hereinand9MerchantsBondingCompany(Mutual),acorporatesurety(surefies,ifmorethan10one)dulyauthorizedtodobusinessintheStateofTexas,knownas“Surety”herein(whetherone11ormore),areheldandfirmlybounduntotheDeveloper,NationalBankofTexas,authorizedto12dobusinessinTexas(“Developer”)andtheCityoffortWorth,aTexasmunicipalcorporation13(“City”),inthepenalsumof,OneHundredSixty-FiveThousandThreeHundred-FifteenDollars14and0/100($165315.00),lawfulmoneyoftheUnitedStates,tobepaidinFortWorth,Tarrant15County,Texasforthepaymentofwhichsumwellandtrulytobemadejointlyuntothe16DeveloperandtheCityasdualobligees,webindourselves,ourheirs,executors,administrators,17successorsandassigns,jointlyandseverally,firmlybythesepresents.18WHEREAS,DeveloperandCityhaveenteredintoanAgreementfortheconstructionofIcommunityfacilitiesintheCityofFortWorthbyandthroughaCommunityFacilities20Agreement,CFANumber2l-0064;and21WHEREAS,thePrincipalhasenteredintoacertainwrittencontractwiththeDeveloperawarded22the1stdayofSeptember,2021,whichContractisherebyreferredtoandmadea23parthereofforallpurposesasiffullysetforthherein,tofurnishallmaterials,equipmentlabor24andotheraccessoriesdenedbylaw,intheprosecutionoftheWork,includinganyChange25Orders,asprovidedforinsaidContractdesignatedasSanitarySewerImprovementstoserve26NationalBankofTexas.27NOW,TUEREFORE,theconditionofthisobligationissuchthatifthesaidPrincipal28shallfaithfullyperformitobligationsundertheContractandshallinallrespectsdulyand29faithfullyperformtheWork,includingChangeOrders,undertheContract,accordingtotheplans,30specifications,andcontractdocumentsthereinreferredto,andaswellduringanyperiodof31extensionoftheContractthatmaybegrantedonthepartoftheDeveloperand/orCity,thenthis32obligationshallbeandbecomenullandvoid,otherwisetoremaininfillforceandeffect.CITYOFFORTWORTHSanitarySewerImprovement.toserveNato,,a1BankofTexasSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJanuary31,2012 006213-2PERFORMANCE8ONDPage2of2PROVIDEDFURTHER,thatifanylegalactionbefiledonthisBond,venueshallliein2TarrantCounty,TexasortheUnitedStatesDistrictCourtfortheNorthernDistrictofTexas,Fort3WorthDivision.4ThisbondismadeandexecutedincompliancewiththeprovisionsofChapter2253oftheSTexasGovernmentCode,asamended,andallliabilitiesonthisbondshallbedeterminedin6accordancewiththeprovisionsofsaidstatue.26272829303132333435363738394041424344454647CITYOfPORTWORTHSTANDARDCITYCONDITIONS—DEVELOPERAWARDEDPROJECTSRevisedJanuary31,2012yçMarsh.PresidentNameandTitleAddress:601W.WallStreetGrapevine.Texas76051SanitarySewerimproyemenis10sen’eNailonalBankofTexasCPN]032]87iNWITNESSWHEREOF,thePrincipalandtheSuretyhaveSIGNEDandSEALED8thisinstrumentbydulyauthorizedagentsandofficersonthisthe1stdayofSeptember9_____,202110PRINCIPAL:ATTEST:19/nciaDSecretary2425WitnessastoPrincipalSURETY:MerchantsBondingCompany(Mutual)BY:SignatureElenaSells,Attorney-In-FactNameandTitleAddress:P.O.Box14498JenniferUpton,WitnessDesMoines.IA50306-3498TelephoneNumber:(515)243-8171*Note:IfsignedbyanofficeroftheSuretyCompany,theremustbeonfileacertifiedextractfromtheby-lawsshowingthatthispersonhasauthoritytosignsuchobligation.IfSurety’sphysicaladdressisdifferentfromitsmailingaddress,bothmustbeprovided.ThedateofthebondshallnotbepriortothedatetheContractisawarded. Bond#TXC613882006214-IPAYMENTBONDPage1of2SECTION0062142PAYMENTBOND34THESTATEOFTEXAS§5§KNOWALLBYTHESEPRESENTS:6COUNTYOFTAREANT§78Thatwe,WrightConstructionComi,anv,Inc.,knownas“Principal”herein,and9MerchantsBondingCompany(Mutual),acorporatesurety(or10suretiesifmorethanone),dulyauthorizedtodobusinessintheStateofTexas,knownas11“Surety”herein(whetheroneormore),areheldandfinutybounduntotheDeveloper,National12BankofTexas,authorizedtodobusinessinTexas“(Developer”),andtheCityoffortWorth,a13Texasmunicipalcorporation(“City”),inthepenalsumofOneHundredSixty-FiveThousand14ThreeHundred-fifteenDollarsand0/100f$165.3]5.OO),lawfulmoneyoftheUnitedStates,to15bepaidinFortWorth,TaxmntCounty,Texas,forthepaymentofwhichsumwellandtrulybe16madejointlyuntotheDeveloperandtheCityasdualobuigees,webindourselves,ourheirs,17executors,administrators,successorsandassigns,jointlyandseverally,firmlybythesepresents:18WHEREAS,DeveloperandCityhaveenteredintoanAgreementfortheconstructionof19communityfacilitiesintheCityofFortWorth,byandthroughaCommunityFacilities20Agreement,CFANumber21-0064;and21WHEREAS,PrincipalhasenteredintoacertainwrittenContractwithDeveloper,22awardedthe1stdayofSeptember,20_21,whichContractishereby23referredtoandmadeaparthereofforallpurposesasiffullysetforthherein,tofurnishall24materials,equipment,laborandotheraccessoriesasdefinedbylaw,intheprosecutionofthe25WorkasprovidedforinsaidContractanddesignatedasSanitarySewerImprovementstoserve26NationalBankofTexas.27NOW,THEREFORE,THECONDITIONOFTHISOBLIGATIONissuchthatif28Principalshallpayallmoniesowingtoany(andall)paymentbondbeneficiary(asdefinedin29Chapter2253oftheTexasGovernmentCode,asamended)intheprosecutionoftheWorkunder30theContract,thenthisobligationshallbeandbecomenullandvoid;otherwisetoremaininfull31forceandeffect.CITYOfFORTWORTHSanita,ySewerImprovementstose,i’eNationalBankofTexasSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJanoaiy31,2012 006214-2PAYMENTBONDPage2of2ThisbondismadeandexecutedincompliancewiththeprovisionsofChapter2253ofthe2TexasGovernmentCode,asamended,andallliabilitiesonthisbondshallbedeterminedin3accordancewiththeprovisionsofsaidstatute.4INWITNESSWHEREOF,thePrincipalandSuretyhaveeachSIGNEDandSEALED5thisinstrumentbydulyauthorizedagentsandofficersonthisthe1stdayof6September,20_217PRINCIPAL:WrLehtConsy,c.ATTEST:ignareJj)37_____,KyleMarsh,Presidenti(Princiial)SecretaryNameandTitleAddress:601W.WallStreetGrapevine,Texas76051/LOdPVWitnessastoPrincipalSURETY:MerchantsBondingCompany(Mutual)ATTEST:BY:SignatureN/AElenaSells,Attorney-In-Fact(Surety)SecretaryNameandTitle—‘“N,“//Address:P.O.Box14498DesMoines,IA50306-34988c9StetyJenniferUptonTelephoneNumber:(515)243-81719Note:IfsignedbyanofficeroftheSurety,theremustbeonfileacertifiedextractfromthe10bylawsshowingthatthispersonhasauthoritytosignsuchobligation.IfSurety’sphysical11addressisdifferentfromitsmailingaddress,bothmustbeprovided.1213ThedateofthebondshallnotbepriortothedatetheContractisawarded.14ENDOFSECTIONCITYOFFORTWORTHSanita’ySewerImprovementstosen’eNationalBankofTexasSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJanuaiy31,2012 Bond#TXC6138820062L9-IMAINTENANCEBONDPage1ot3ISECTION0062192MAINTENANCEBOND34THESTATEOFTEXAS§5§KNOWALLBYTHESEPRESENTS:6COUNTYOFTARRANT§78ThatweWrightConstructionCompany,Inc.,knownas“Principal”hereinand9MerchantsBondingCompany(Mutual),acorporatesurety(sureties,ifmorethan10one)dulyauthorizedtodobusinessintheStateofTexas,knownas“Surety”herein(whetherone11ormore),areheldandfirmlybounduntotheDeveloper,NationalBankofTexas,authorizedto12dobusinessinTexas(“Developer”)andtheCityofFortWorth,aTexasmunicipalcorporation13(“City”),inthesumofOneHundredSixty-fiveThousandThreeHundred-FifleenDollarsand140/100(S1653]5.OOj,lawfulmoneyoftheUnitedStates,tobepaidinFortWorth,Tarrant15County,Texas,forpaymentofwhichsumwellandtrulybemadejointlyuntotheDeveloperand16theCityasdualobligeesandtheirsuccessors,webindourselves,ourheirs,executors,17administrators,successorsandassigns,jointlyandseverally,firmlybythesepresents.1819WHEREAS,DeveloperandCityhaveenteredintoanAgreementfortheconstructionof20communityfacilitiesintheCityofFortWorthbyandthroughaCommunityFacilities21Agreement,CFANumber21-0064;and22WHEREAS,thePrincipalhasenteredintoacertainwrittencontractwiththeDeveloper23awardedthe1stdayofSeptember,2O’,whichContractis24herebyreferredtoandamadeparthereofforallpurposesasiffullysetforthherein,tofurnishall25materials,equipmentlaborandotheraccessoriesasdefmedbylaw,intheprosecutionofthe26Work,includinganyWorkresultingfromadulyauthorizedChangeOrder(collectivelyherein,27the“Work”)asprovidedforinsaidContractanddesignatedasSanitarySewerImprovementsto28serveNationalBankofTexas;and2930WHEREAS,PrincipalbindsitselftousesuchmaterialsandtosoconstructtheWorkin31accordancewiththeplans,specificationsandContractDocumentsthattheWorkisandwill32remainfreefromdefectsinmaterialsorworkmanshipforandduringtheperiodoftwo(2)years33afterthedateofFinalAcceptanceoftheWorkbytheCity(“MaintenancePeriod”);and34CITYOfFORTWORTHSanitarySewerImprovementstosen’eNationalBankofTexasSTANDARDCITYCONDITIONS—DEVELOPERAWARDEDPROJECfSCPN103218RevisedJanuary31,2012 006219-2MAINTENANCEBONDPage2of3WHEREAS,PrincipalbindsitselftorepairorreconstructtheWorkinwholeorinpart2uponreceivingnoticefromtheDeveloperand/orCityoftheneedthereofatanytimewithinthe3MaintenancePeriod.45NOWTHEREFORE,theconditionofthisobligationissuchthatifPrincipalshall6remedyanydefectiveWork,forwhichtimelynoticewasprovidedbyDeveloperorCity,toa7completionsatisfactorytotheCity,thenthisobligationshallbecomenullandvoid;otherwiseto8remaininfullforceandeffect.910PROVIDED,HOWTEVER,ifPrincipalshallfailsotorepairorreconstructanytimely11noticeddefectiveWork,itisagreedthattheDeveloperorCitymaycauseanyandallsuch12defectiveWorktoberepairedand/orreconstructedwithallassociatedcoststhereofbeingborne13bythePrincipalandtheSuretyunderthisMaintenanceBond;and1415PROVIDEDFURTHER,thatifanylegalactionbefiledonthisBond,venueshallliein16TarrantCounty,TexasortheUnitedStatesDistrictCourtfortheNorthernDistrictofTexas,Fort17WorthDivision;and1819PROVIDEDFURTHER,thatthisobligationshallliecontinuousinnatureand20successiverecoveriesmaybehadhereonforsuccessivebreaches.212223CITYOFFORTWORTHSanftaySewerImpros’emenrstosn’eNationalBankofTexasSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJanuary31,2012 2526272829303132333435363738394041KyleMarsh.PresidentNameandTideAddress:601W.WallStreetGrapevine,Texas76051CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevisedJarniaiy31,2012SanitaiySewerImprovementsroserveNafionalBankofTexasCPN103218006219-3MAINTENANCEBONDPae3of3IINWITNESSWHEREOF,thePrincipalandtheSuretyhaveeachSIGNEDandSEALEDthis2instrumentbydulyauthorizedagentsandofficersonthisthe1stdayof_September3__________,20j.ATTEST:PR:/(Prmdipal)ecretalyZWitnessastoPrincipal56789101112131415161718192021222324ATTEST:N/ASURETY:MerchantsBondingCompany(Mutual)BY:SignatureElenaSells,Attorney-In-FactNameandTitleJenniferUpton,WitnessAddress:P.O.Box14498DesMoines,IA50306-3498TelephoneNumber:(515)243-8171*Note:IfsignedbyanofficeroftheSuretyCompany,theremustbeonfileacertifiedextractfromtheby-lawsshowingthatthispersonhasauthoritytosignsuchobligation.IfSurety’sphysicaladdressisdifferentfromitsmailingaddress,bothmustbeprovided.ThedateofthebondshallnotbepriortothedatetheContractisawarded. MERCHANSBONDINGCOMPANYIMPORTANTNOTICEToobtaininformationormakeacomplaint:Youmaycontactyourinsuranceagentatthetelephonenumberprovidedbyyourinsuranceagent.YoumaycallMerchantsBondingCompany’stoll-freetelephonenumberforinformationortomakeacomplaintat:1-800-678-8171YoumaycontacttheTexasDepartmentofInsurancetoobtaininformationoncompanies,coverages,rightsorcomplaintsat:1-800-252-3439YoumaywritetheTexasDepartmentofInsuranceat:P.0.Box149104Austin,TX78714-9104Fax:(512)475-1771Web:http://www.tdi.state.tx.usE-mail:ConsumerProtection@tdi.state.tx.usPREMIUMANDCLAIMDISPUTES:Shouldyouhaveadisputeconcerningyourpremiumoraboutaclaimyoushouldcontacttheagentfirst.Ifthedisputeisnotresolved,youmaycontacttheTexasDepartmentofInsurance.ATTACHTHISNOTICETOYOURPOLICY:Thisnoticeisforinformationonlyanddoesnotbecomeapartorconditionoftheattacheddocument.sup0032TX(1/09)23 MERCHANBONDINGCOMPANYPOWEROFATTORNEYKnowAllPersonsByThesePresents,thatMERCHANTSBONDINGCOMPANY(MUTUAL)andMERCHANTSNATIONALBONDING,INC.,bothbeingcorporationsoftheStateofIowa(hereincollectivelycalledthe“Companies”)doherebymake,constituteandappoint,individually,ElenaSells;JenniferUpton;KathySells;LannyLand;StevenWLewistheirtrueandlawfulAttorney(s)-in-Fact,tosignitsnameassurety(ies)andtoexecute,sealandacknowledgeanyandallbonds,undertakings,contractsandotherwritteninstrumentsinthenaturethereof,onbehalfoftheCompaniesintheirbusinessofguaranteeingthefidelityofpersons,guaranteeingtheperformanceofcontractsandexecutingorguaranteeingbondsandundertakingsrequiredorpermittedinanyactionsorproceedingsallowedbylaw.ThisPower-of-AttorneyisgrantedandissignedandsealedbyfacsimileunderandbyauthorityofthefollowingBy-LawsadoptedbytheBoardofDirectorsofMerchantsBondingCompany(Mutual)onApril23,2011andamendedAugust14,2015andadoptedbytheBoardofDirectorsofMerchantsNationalBonding,Inc.,onOctober16,2015.“ThePresident,Secretary,Treasurer,oranyAssistantTreasureroranyAssistantSecretaryoranyVicePresidentshallhavepowerandauthoritytoappointAttomeys-in-Fact,andtoauthorizethemtoexecuteonbehalfoftheCompany,andattachthesealoftheCompanythereto,bondsandundertakings,recognizances,contractsofindemnityandotherwritingsobligatoryinthenaturethereof.”“ThesignatureofanyauthorizedofficerandthesealoftheCompanymaybeaffixedbyfacsimileorelectronictransmissiontoanyPowerofAttorneyorCertificationthereofauthorizingtheexecutionanddeliveryofanybond,undertaking,recognizance,orothersuretyshipobligationsoftheCompany,andsuchsignatureandsealwhensousedshallhavethesameforceandeffectasthoughmanuallyfixed.”InconnectionwithobligationsinfavoroftheFloridaDepartmentofTransportationonly,itisagreedthatthepowerandauthorityherebygiventotheAttorney-in-Factincludesanyandallconsentsforthereleaseofretainedpercentagesand/orfinalestimatesonengineeringandconstructioncontractsrequiredbytheStateofFloridaDepartmentofTransportation.ItisfullyunderstoodthatconsentingtotheStateofFloridaDepartmentofTransportationmakingpaymentofthefinalestimatetotheContractorand/oritsassignee,shallnotrelievethissuretycompanyofanyofitsobligationsunderitsbond.InconnectionwithobligationsinfavoroftheKentuckyDepartmentofHighwaysonly,tisagreedthatthepowerandauthorityherebygiventotheAttomey-in-FactcannotbemodifiedorrevokedunlesspriorwrittenpersonalnoticeofsuchintenthasbeengiventotheCommissioner-DepartmentofHighwaysoftheCommonwealthofKentuckyatleastthirty(30)dayspriortothemodificationorrevocation.March,2021MERCHANTSBONDINGCOMPANY(MUTUAL)MERCHANTSNATIONALBONDING,INC.BYf%PresidentSTATEOFIOWACOUNTYOFDALLASss.Onthis2nddayofMarch2021,beforemeappearedLarryTaylor,tomepersonallyknown,whobeingbymedulysworndidsaythatheisPresidentofMERCHANTSBONDINGCOMPANY(MUTUAL)andMERCHANTSNATIONALBONDING,INC.;andthatthesealsaffixedtotheforegoinginstrumentaretheCorporateSealsoftheCompanies;andthatthesaidinstrumentwassignedandsealedinbehalfoftheCompaniesbyauthorityoftheirrespectiveBoardsofDirectors.tiA,ç’POLLYMASONCommissionNumber750576•EMyCommissionExpes“1canuary£.NotaryPublic(Expirationofnotary’scommissiondoesnotinvalidatethisinstrument)I,WilliamWarner,Jr.,SecretaryofMERCHANTSBONDINGCOMPANY(MUTUAL)andMERCHANTSNATIONALBONDING,INC.,doherebycertifythattheaboveandforegoingisatrueandcorrectcopyofthePOWER-OF-ATTORNEYexecutedbysaidCompanies,whichisstillinfullforceandeffectandhasnotbeenamendedorrevoked.InWitnessVThereof,IhavehereuntosetmyhandandaffixedthesealoftheCompaniesonthisI...41933::Secretary.—‘V.\,%••;;..InWitnessWhereof,theCompanieshavecausedthisinstrumenttobesignedandsealedthis2nddayof-L..-—:1933::•c.•dayofS&rrCêyJ1W2.-i.POA0018(1/20) STANDARDCITYCONDITIONSOFTHECONSTRUCTIONCONTRACTFORDEVELOPERAWARDEDPROJECTSCITYOfFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 STANDARDCITYCONDITIONSOFTHECONSTRUCTIONCONTRACTFORDEVELOPERAWARDEDPROJECTSTABLEOFCONTENTSPageArticle1—DefinitionsandTerminology11.01DefinedTerms11.02Terminology5Article2—Preliminary’Matters62.01BeforeStartingConstruction62.02PreconstructionConference62.03PublicMeeting6Article3—ContractDocumentsandAmending63.01ReferenceStandards63.02AmendingandSupplementingContractDocuments6Article4—BondsandInsurance74.01LicensedSuretiesandInsurers74.02Performance,Payment,andMaintenanceBonds74.03CertificatesofInsurance74.04Contractor’sInsurance94.05AcceptanceofBondsandInsurance;OptiontoReplace12Article5—Contractor’sResponsibilities125.01SupervisionandSuperintendent125.02Labor;WorkingHours135.03Services,Materials,andEquipment135.04ProjectSchedule145.05Substitutesand“Or-Equals”145.06Pre-QualificationofBidders(PrimeContractorsandSubcontractors)165.07ConcerningSubcontractors,Suppliers,andOthers165.08WageRates1$5.09PatentFeesandRoyalties195.10LawsandRegulations195.11UseofSiteandOtherAreas195.12RecordDocuments205.13SafetyandProtection215.14SafetyRepresentative215.15HazardCommunicationPrograms225.16Submittals225.17Contractor’sGeneralWarrantyandGuarantee23CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 5.18Indemnification.245.19DelegationofProfessionalDesignServices245.20RighttoAudit255.21Nondiscrimination25Article6—OtherWorkattheSite266.01RelatedWorkatSite26Article7—City’sResponsibilities267.01Inspections,Tests,andApprovals267.02LimitationsonCity’sResponsibilities267.03CompliancewithSafetyProgram27Article8—City’sObservationStatusDuringConstruction278.01City’sProjectRepresentative278.02AuthorizedVariationsinWork278.03RejectingDefectiveWork278.04DeterminationsforWorkPerformed22Article9—ChangesintheWork289.01AuthorizedChangesintheWork289.02NotificationtoSurety28Article10—ChangeofContractPrice;ChangeofContractTime2810.01ChangeofContractPrice2$10.02ChangeofContractTime2810.03Delays28Article11—TestsandInspections;Correction,RemovalorAcceptanceofDefectiveWork2911.01NoticeofDefects2911.02AccesstoWork2911.03TestsandInspections2911.04UncoveringWork3011.05CityMayStoptheWork3011.06CorrectionorRemovalofDefectiveWork3011.07CorrectionPeriod3011.0$CityMayCorrectDefectiveWork31Article12—Completion3212.01Contractor’sWarrantyofTitle3212.02PartialUtilization3212.03finalInspection3212.04finalAcceptance33Article13—SuspensionofWork3313.01CityMaySuspendWork33Article14—Miscellaneous3414.01GivingNotice34CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 14.02ComputationofTimes.3414.03CumulativeRemedies3414.04SurvivalofObligations3514.05Headings35CITYOFFORTWORTH5TANDARDCITYCONDITION5-DEVELOPERAWARDEDPROJECT5Revised:January10,2013 007310-1StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPageIof35ARTICLE1-DEFINITIONSANDTERMINOLOGY1.01DefinedTermsA.WhereverusedintheseGeneralConditionsorinotherContractDocuments,thetermslistedbelowhavethemeaningsindicatedwhichareapplicabletoboththesingularandpluralthereof,andwordsdenotinggendershallincludethemasculine,feminineandneuter.Saidtermsaregenerallycapitalizedorwritteninitalics,butnotalways.Whenusedinacontextconsistentwiththedefinitionofalisted-definedterm,thetermshallhaveameaningasdefinedbelowwhethercapitalizedoritalicizedorotherwise.Inadditiontotermsspecificallydefined,termswithinitialcapitallettersintheContractDocumentsincludereferencestoidentifiedarticlesandparagraphs,andthetitlesofotherdocumentsorforms.1.Agreement-ThewritteninstrumentwhichisevidenceoftheagreementbetweenDeveloperandContractorcoveringtheWork2.Asbestos—AnymaterialthatcontainsmorethanonepercentasbestosandisfriableorisreleasingasbestosfibersintotheairabovecurrentactionlevelsestablishedbytheUnitedStatesOccupationalSafetyandHealthAdministration.3.BusinessDay—AbusinessdayisdefinedasadaythattheCityconductsnormalbusiness,generallyMondaythroughFriday,exceptforfederalorstateholidaysobservedbytheCity.4.Bttzzsaw—City’son-line,electronicdocumentmanagementandcollaborationsystem.5.CalendarDay—Adayconsistingof24hoursmeasuredfrommidnighttothenextmidnight.6.City—TheCityofFortWorth,Texas,aTexashome-ruleinunictpalcorporation,actingby,itsgoverningbodythroughitsCityManageihisdesignee,oragentsauthorizedpursuanttoitsdulyauthorizedcharteronhisbehalf7.CommunityFacilitiesAgreement(CfA)—AContractbetweentheDeveloperandtheCityfortheConstructionofoneormorefollowingpublicfacilitieswithintheCitypttblicright-of-wayoreasement:Water,SanitarySewer,Street,StormDrain,StreetLight,andStreetSigns.ACFAmayinc/tideprivatefacilitieswithintheright-of-waydedicatedasprivateright-of-wayoreasementonarecordedp/at.8.Contract—TheentireandintegratedwrittendocumentincorporatingtheContractDocumentsbetweentheDeveloper,Contractor,and/orCityconcerningtheWorkTheContractsupersedespriornegotiations,representations,oragreements,whetherwrittenororal.9.ContractDocitments—ThoseitemsthatmakeupthecontractandwhichmustincludetheAgreement,andit‘sattachmentssuchasstandardconstructionspecUications,standardCityConditions,othergeneralconditionsoftheDeveloper,including:a.AnAgreementCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-2StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage2of35b.AttachmentstotheAgreementi.BidFormii.VendorCompliancewithStateLawNon-ResidentBidderiii.PrequalificationStatementc.CurrentPrevailingWageRatesTable(ifrequiredbyCity)d.InsuranceAccordForme.PaymentBondf.PerformanceBondg.MaintenanceBondh.PowerofAttorneyforBondsi.WorkersCompensationAffidavitj.MWBECommitmentForm(IfrequiredbyCity)k.GeneralConditions1.SupplementaryConditionsm.TheStandardCityConditionsn.SpecificationsspecificallymadepartoftheContractDocumentsbyattachment,ifnotattached,asincorporatedbyreferenceanddescribedintheTableofContentsoftheProject’sContractDocumentso.Drawingsp.DocumentationsubmittedbycontractorpriortoNoticeofAward.q.ThefollowingwhichmaybedeliveredorissuedaftertheeffectivedateiftheAgreementand,ifissuedbecomeanincorporatedpartoftheContractDocumentsi.NoticetoProceedii.FieldOrdersiii.ChangeOrdersiv.LettersofFinalAcceptancer.ApprovedSubmittals.otherContractorsubmittals,andthereportsanddrawingsofsubsurfaceandphysicalconditionsarenotContractDocuments.10.Contractor—TheindividualorentitywithwhomDeveloperhasenteredintotheAgreement.11.Dayorday—Aday,unlessotherwisedefined,shallmeanaCalendarDay.12.Developer—AnindividualorentitythatdesirestomakecertainimprovementswithintheCityoffortWorth13.Drawings—ThatpartoftheContractDocttmentspreparedorapprovedbyEngineerwhichgraphicallyshowsthescope,extent,andcharacteroftheWorktobeperformedbyContractor.SubmittalsarenotDrawingsassodefined.14.Engineer—ThelicensedprofessionalengineerorengineeringfirmregisteredintheStateofTexasperformingprofessionalservicesfortheDeveloper.15.finalAcceptance—ThewrittennoticegivenbytheCitytotheDeveloperand/orContractorthattheWorkspecIedintheContractDocumentshasbeencompletedtothesatisfactionoftheCity.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-3StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage3of3516.FinalInspection—InspectioncarriedoutbytheCitytoverthattheContractorhascompletedtheWork,andeachandeverypartorappurtenancethereoffully,entirely,andinconformancewiththeContractDocuments.17.GeneralRequirements—ApartoftheContractDocumentsbetweentheDeveloperandaContractor.1$.LawsandRegulations—Anyandallapplicablelaws,rules,regulations,ordinances,codes,andordersofanyandallgovernmentalbodies,agencies,authorities,andcourtshavingjurisdiction.19.Liens—Charges,securityinterests,orencumbrancesuponProjectfunds,realproperty,orpersonalproperty.20.Milestone—AprincipaleventspecfledintheContractDocutmentsrelatingtoanintermediateContractTimepriortoFinalAcceptanceoftheWork.21.Non-ParticipatingChangeOrder—Adocument,whichispreparedforandreviewedbytheCity,whichissignedbyContractor,andDeveloper,andauthorizesanaddition,deletion,orrevisionintheWorkoranadjustmentintheContractPriceortheContractTime,issttedonoraftertheEffectiveDateoftheAgreement.22.ParticipatingChangeOrder—Adocument,whichispreparedforandapprovedbytheCity,whichissignedbyContractor,DeveloperandCityandauthorizesanaddition,deletion,orrevisionintheWorkoranadjustmentintheContractPriceortheContractTime,issttedonoraftertheEffectiveDateoftheAgreement.23.Plans—SeedefinitionofDrawings.24.ProjectScheditle—Aschedule,preparedandmaintainedbyContractor,inaccordancewiththeGeneralRequirements,describingthesequenceanddurationoftheactivitiescomprisingtheC’ontractor‘splantoaccomplishtheWorkwithintheContractTime.25.Project—TheWorktobeperformedundertheContractDocuments.26.ProjectRepresentative—TheauthorizedrepresentativeoftheCitywhowillbeassignedtotheSite.27.PitblicMeeting—AnannoitncedmeetingconductedbytheDevelopertofacilitatepublicpartictpationandtoassistthepublicingaininganinformedviewoftheProject.28.RegularWorkingHours—Hoursbeginningat7.00am.andendingat6.00p.m.,MondaythruFriday(excludinglegalholidays).29.Samples—Physicalexamplesofmaterials,equipment,orworkmanshipthatarerepresentativeofsomeportionoftheWorkandwhichestablishthestandardsbywhichsuchportionoftheWorkwillbejudged.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-4StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage4of3S30.ScheduleofSztbmittals—Aschedule,preparedandmaintainedbyContractor,ofrequiredsubmittalsandthetimerequirementstosupportscheduledperformanceofrelatedconstructionactivities.31.Site—LandsorareasindicatedintheContractDocumentsasbeingfitrnishedbyCityorDeveloperuponwhichtheWorkistobeperformed,includingrights-of-way,permits,andeasementsforaccessthereto,andsuchotherlandsfurnishedbyCityorDeveloperwhicharedesignatedfortheuseofContractor.32.Speclcations—ThatpartoftheContractDocumentsconsistingofwrittenrequirementsformaterials,equtpment,systems,standardsandworkmanshipasappliedtotheWork,andcertainadministrativerequirementsandproceduralmattersapplicablethereto.SpecicationsmaybespecjficallymadeapartoftheContractDocumentsbyattachmentor,fnotattached,maybeincorporatedbyreferenceasindicatedintheTableofContents(Division000000)ofeachProject.33.StandardCityConditions—ThatpartoftheContractDocumentssettingforthrequirementsoftheCity.34.Subcontractor—AnindividualorentityhavingadirectcontractwithContractororwithanyotherSubcontractorforthepeiformanceofapartoftheWorkattheSite.35.Submittals—A11drawings,diagrams,illustrations,schedules,andotherdataorinformationwhicharespecflcallypreparedorassembledbyorforContractorandsubmittedbyContractortoillustratesomeportionoftheWork.36.Superintendent—TherepresentativeoftheContractorwhoisavailableatalltimesandabletoreceiveinstructionsfromtheCityand/orDeveloperandtoactfortheContractor.37.SupplementaryConditions—ThatpartoftheContractDocumentswhichamendsorsupplementstheGeneralConditions.38.Supplier—Amanufacturer,fabricator,supplier,distributor,materialman,orvendorhavingadirectcontractwithContractororwithanySubcontractortofurnishmaterialsorequipmenttobeincorporatedintheWorkbyContractororSubcontractor.39.UndergroundFacilities—Allundergroundpipelines,conduits,ducts,cables,wires,manholes,vaults,tanks,tunnels,orothersuchfacilitiesorattachments,andanyencasementscontainingsuchfacilities,includingbutnotlimitedto,thosethatconveyelectricity,gases,steam,liquidpetroleumproducts,telephoneorothercommunications,cabletelevision,waterwastewater,stormwater,otherliquidsorchemicals,ortrafficorothercontrolsystems.40.WeekendWorkingHours—Hoursbeginningat9:00am.andendingat5:00p.m.,Saturday,Sundayorlegalholiday,asapprovedinadvancebytheCity.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-5StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage5of3541.Work—TheentireconstructionorthevariousseparatelyidentUiablepartsthereofrequiredtobeprovidedundertheContractDocuments.Workincludesandistheresultofpeijbrmingorprovidingalllabor,services,anddocttmentationnecessarytoproducesuchconstructionincludinganyParticipatingChangeOrder,Non-farticipatingChangeOrder,orFieldOrder,andfurnishing,installing,andincorporatingallmaterialsandequipmentintosuchconstruction,allasrequiredbytheContractDocuments.42.WorkingDay—AworkingdayisdefinedasadaynotincludingSaturdays,Sundays,orlegalholidaysauthorizedbytheCityforcontractpurposes,inwhichweatherorotherconditionsnotunderthecontroloftheContractorwillpermittheperformanceoftheprincipalunitofworkunderwayforacontinuousperiodofnotlessthan7hoursbetween7a.m.and6p.m.1.02TerminologyA.ThewordsandtermsdiscussedinParagraph1.02.BthroughDarenotdefinedbut,whenusedintheBiddingRequirementsorContractDocuments,havetheindicatedmeaning.B.Defective:1.Theword“defective,”whenmodifyingtheword“Work,”referstoWorkthatisunsatisfactory,faulty,ordeficientinthatit:a.doesnotconformtotheContractDocuments;orb.doesnotmeettherequirementsofanyapplicableinspection,referencestandard,test,orapprovalreferredtointheContractDocuments;orc.hasbeendamagedpriortoCity’swrittenacceptance.C.furnish,Install,Perform,Provide:1.Theword“Furnish”ortheword“Install”ortheword“Perform”ortheword“Provide”ortheword“Supply,”oranycombinationorsimilardirectiveorusagethereof,shallmeanfurnishingandincorporatingintheWorkincludingallnecessarylabor,materials,equipment,andeverythingnecessarytoperformtheWorkindicated,unlessspecificallylimitedinthecontextused.D.UnlessstatedotherwiseintheContractDocuments,wordsorphrasesthathaveawell-knowntechnicalorconstructionindustryortrademeaningareusedintheContractDocumentsinaccordancewithsuchrecognizedmeaning.CITYOfFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-6StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage6of35ARTICLE2-PRELIMINARYMATTERS2.01BeforeStartingConstructionBaselineSchedules:SubmittoCityinaccordancewiththeContractDocuments,andpriortostartingtheWork.NewscheduleswillbesubmittedtoCitywhenParticipatingChangeOrdersorNonParticipatingChangeOrdersoccur.2.02PreconstrztctionConferenceBeforeanyWorkattheSiteisstarted,theContractorshallattendaPreconstmctionConferenceasspecifiedintheContractDocuments.2.03PublicMeetingContractormaynotmobilizeanyequipment,materialsorresourcestotheSitepriortoContractorattendingthePublicMeetingasscheduledbytheCity.ARTICLE3-CONTRACTDOCUMENTSANDAMENDING3.01ReferenceStandardsA.Standards,Specifications,Codes,Laws,andRegulations1.Referencetostandards,specifications,manuals,orcodesofanytechnicalsociety,organization,orassociation,ortoLawsorRegulations,whethersuchreferencebespecificorbyimplication,shallmeanthestandard,specification,manual,code,orLawsorRegulationsineffectatthetimeofopeningofBids(orontheEffectiveDateoftheAgreementiftherewerenoBids),exceptasmaybeotherwisespecificallystatedintheContractDocuments.2.NoprovisionorinstructionshallbeeffectivetoassigntoCity,oranyofitsofficers,directors,members,partners,employees,agents,consultants,orsubcontractors,anydutyorauthoritytosuperviseordirecttheperformanceoftheWorkoranydutyorauthoritytoundertakeresponsibilityinconsistentwiththeprovisionsoftheContractDocuments.3.02AmendingandSupplementingContractDocumentsA.TheContractDocumentsmaybeamendedtoprovideforadditions,deletions,andrevisionsintheWorkortomodifythetermsandconditionsthereofbyaParticipatingChangeOrderoraNon-ParticipatingChangeOrder.B.TherequirementsoftheContractDocumentsmaybesupplemented,andminorvariationsanddeviationsintheWorknotinvolvingachangeinContractPriceorContractTime,maybeauthorized,byoneormoreofthefollowingways:1.AFieldOrder:CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-7StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage7of351.City’sorEngineer’sreviewofaSubmittal(subjecttotheprovisionsofParagraph5.16.C);or2.City’swritteninterpretationorclarification.ARTICLE4-BONDSANDINSURANCE4.01LicensedSuretiesandInsurersAllbondsandinsurancerequiredbytheContractDocumentstobepurchasedandmaintainedbyContractorshallbeobtainedfromsuretyorinsurancecompaniesthataredulylicensedorauthorizedintheStateofTexastoissuebondsorinsurancepoliciesforthelimitsandcoveragesorequired.SuchsuretyandinsurancecompaniesshallalsomeetsuchadditionalrequirementsandqualificationsasmaybeprovidedSection4.04.4.02Peiformance,Payment,andMaintenanceBondsA.ContractorshallfurnishperformanceandpaymentbondsinthenameofDeveloperandCity,inaccordancewithTexasGovernmentCodeChapter2253orsuccessorstatute,eachinanamountequaltotheContractPriceassecurityforthefaithfulperformanceandpaymentofallofContractor’sobligationsundertheContractDocuments.3.ContractorshallfurnishmaintenancebondsinthenameofDeveloperandCityinanamountequaltotheContractPriceassecuritytoprotecttheCityagainstanydefectsinanyportionoftheWorkdescribedintheContractDocuments.Maintenancebondsshallremainineffectfortwo(2)yearsafterthedateoffinalAcceptancebytheCity.C.AllbondsshallbeintheformprescribedbytheContractDocumentsexceptasprovidedotherwisebyLawsorRegulations,andshallbeexecutedbysuchsuretiesasarenamedinthelistof“CompaniesHoldingCertificatesofAuthorityasAcceptableSuretiesonfederalBondsandasAcceptableReinsuringCompanies”aspublishedinCircular570(amended)bythefinancialManagementService,SuretyBondBranch,U.S.DepartmentoftheTreasury.Allbondssignedbyanagentorattorney-in-factmustbeaccompaniedbyasealedanddatedpowerofattorneywhichshallshowthatitiseffectiveonthedatetheagentorattorney-in-factsignedeachbond.D.IfthesuretyonanybondfurnishedbyContractorisdeclaredbankruptorbecomesinsolventoritsrighttodobusinessisterminatedintheStateofTexasoritceasestomeettherequirementsofParagraph4.02.C,ContractorshallpromptlynotifyCityandshall,within30daysaftertheeventgivingrisetosuchnotification,provideanotherbondandsurety,bothofwhichshallcomplywiththerequirementsofParagraphs4.01and4.02.C.4.03CertUlcatesofInsuranceContractorshalldelivertoDeveloperandCity,withcopiestoeachadditionalinsuredandlosspayeeidentifiedintheseStandardCityConditionscertificatesofinsurance(andotherevidenceofinsurancerequestedbyCityoranyotheradditionalinsured)whichContractorisrequiredtopurchaseandmaintain.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-8StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage8of351.ThecertificateofinsuranceshalldocumenttheCity,anas“AdditionalInsured”onallliabilitypolicies.2.TheContractor’sgeneralliabilityinsuranceshallincludea,“perproject”or“perlocation”,endorsement,whichshallbeidentifiedinthecertificateofinsuranceprovidedtotheCity.3.Thecertificateshallbesignedbyanagentauthorizedtobindcoverageonbehalfoftheinsured,becompleteinitsentirety,andshowcompleteinsurancecarriernamesaslistedinthecurrentA.M.BestProperty&CasualtyGuide4.Theinsurersforallpoliciesmustbelicensedand/orapprovedtodobusinessintheStateofTexas.Exceptforworkers’compensation,allinsurersmusthaveaminimumratingofA-:VIIinthecurrentA.M.BestKeyRatingGuideorhavereasonablyequivalentfinancialstrengthandsolvencytothesatisfactionofRiskManagement.Iftheratingisbelowthatrequired,writtenapprovalofCityisrequired.5.AllapplicablepoliciesshallincludeaWaiverofSubrogation(RightsofRecovery)infavoroftheCity.Inaddition,theContractoragreestowaiveallrightsofsubrogationagainsttheEngineer(ifapplicable),andeachadditionalinsuredidentifiedintheseStandardCityConditions.FailureoftheCitytodemandsuchcertificatesorotherevidenceoffullcompliancewiththeinsurancerequirementsorfailureoftheCitytoidentifyadeficiencyfromevidencethatisprovidedshallnotbeconstruedasawaiverofContractor’sobligationtomaintainsuchlinesofinsurancecoverage.6.Ifinsurancepoliciesarenotwrittenforspecifiedcoveragelimits,anUmbrellaorExcessLiabilityinsuranceforanydifferencesisrequired.ExcessLiabilityshallfollowformoftheprimarycoverage.7.Unlessotherwisestated,allrequiredinsuranceshallbewrittenonthe“occurrencebasis”.Ifcoverageisunderwrittenonaclaims-madebasis,theretroactivedateshallbecoincidentwithorpriortothedateoftheeffectivedateoftheagreementandthecertificateofinsuranceshallstatethatthecoverageisclaims-madeandtheretroactivedate.TheinsurancecoverageshallbemaintainedforthedurationoftheContractandforthree(3)yearsfollowingFinalAcceptanceprovidedundertheContractDocumentsorforthewarrantyperiod,whicheverislonger.AnannualcertificateofinsurancesubmittedtotheCityshallevidencesuchinsurancecoverage.8.Policiesshallhavenoexclusionsbyendorsements,which,neithernullifyoramend,therequiredlinesofcoverage,nordecreasethelimitsofsaidcoverageunlesssuchendorsementsareapprovedinwritingbytheCity.IntheeventaContracthasbeenbidorexecutedandtheexclusionsaredeterminedtobeunacceptableortheCitydesiresadditionalinsurancecoverage,andtheCitydesiresthecontractor/engineertoobtainsuchcoverage,thecontractpriceshallbeadjustedbythecostofthepremiumforsuchadditionalcoverageplus10%.9.Anyself-insuredretention(SIR),inexcessof$25,000.00,affectingrequiredinsurancecoverageshallbeapprovedbytheCityinregardstoassetvalueandstockholdersequity.InCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10.2013 0073I09StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage9of35lieuoftraditionalinsurance,alternativecoveragemaintainedthroughinsurancepoolsorriskretentiongroups,mustalsobeapprovedbyCity.10.Anydeductibleinexcessof$5,000.00,foranypolicythatdoesnotprovidecoverageonafirst-dollarbasis,mustbeacceptabletoandapprovedbytheCity.11.City,atitssolediscretion,reservestherighttoreviewtheinsurancerequirementsandtomakereasonableadjustmentstoinsurancecoverage’sandtheirlimitswhendeemednecessaryandprudentbytheCitybaseduponchangesinstatutorylaw,courtdecisionortheclaimshistoryoftheindustryaswellasofthecontractingpartytotheCity.TheCityshallberequiredtoprovidepriornoticeof90days,andtheinsuranceadjustmentsshallbeincorporatedintotheWorkbyChangeOrder.12.Cityshallbeentitled,uponwrittenrequestandwithoutexpense,toreceivecopiesofpoliciesandendorsementstheretoandmaymakeanyreasonablerequestsfordeletionorrevisionormodificationsofparticularpolicyterms,conditions,limitations,orexclusionsnecessarytoconformthepolicyandendorsementstotherequirementsoftheContract.Deletions,revisions,ormodificationsshallnotberequiredwherepolicyprovisionsareestablishedbylaworregulationsbindinguponeitherpartyortheunderwriteronanysuchpolicies.13.CityshallnotberesponsibleforthedirectpaymentofinsurancepremiumcostsforContractor’sinsurance.4.04Contractor‘sInsuranceA.WorkersCompensationandEmployers’Liability.ContractorshallpurchaseandmaintainsuchinsurancecoveragewithlimitsconsistentwithstatutorybenefitsoutlinedintheTexasWorkers’CompensationAct(TexasLaborCode,Ch.406,asamended),andminimumlimitsforEmployers’LiabilityasisappropriatefortheWorkbeingperformedandaswillprovideprotectionfromclaimssetforthbelowwhichmayariseoutoforresultfromContractor’sperformanceoftheWorkandContractor’sotherobligationsundertheContractDocuments,whetheritistobeperformedbyContractor,anySubcontractororSupplier,orbyanyonedirectlyorindirectlyemployedbyanyofthemtoperformanyoftheWork,orbyanyoneforwhoseactsanyofthemmaybeliable:1.claimsunderworkers’compensation,disabilitybenefits,andothersimilaremployeebenefitacts;2.claimsfordamagesbecauseofbodilyinjury,occupationalsicknessordisease,ordeathofContractor’semployees.3.ThelimitsofliabilityfortheinsuranceshallprovidethefollowingcoveragesfornotlessthanthefollowingamountsorgreaterwhererequiredbyLawsandRegulationsa.Statutorylimitsb.Employer’sliabilityCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-10StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage10of351)$100,000eachaccident/occurrence2)$100,000Disease-eachemployee3)$500,000Disease-policylimitB.CommercialGeneralLiability.Coverageshallincludebutnotbelimitedtocoveringliability(bodilyinjuryorpropertydamage)arisingfrom:premises/operations,independentcontractors,products/completedoperations,personalinjury,andliabilityunderaninsuredcontract.Insuranceshallbeprovidedonanoccurrencebasis,andascomprehensiveasthecurrentInsuranceServicesOffice(ISO)policy.Thisinsuranceshallapplyasprimaryinsurancewithrespecttoanyotherinsuranceorself-insuranceprogramsaffordedtotheCity.TheCommercialGeneralLiabilitypolicy,shallhavenoexclusionsbyendorsementsthatwouldalterofnullif,’premises/operations,products/completedoperations,contractual,personalinjury,oradvertisinginjury,whicharenormallycontainedwiththepolicy,unlesstheCityapprovessuchexclusionsinwriting.1.Forconstructionprojectsthatpresentasubstantialcompletedoperationexposure,theCitymayrequirethecontractortomaintaincompletedoperationscoverageforaminimumofnolessthanthree(3)yearsfollowingthecompletionoftheproject2.Contractor’sLiabilityInsuranceunderthisSectionwhichshallbeonaperprojectbasiscoveringtheContractorwithminimumlimitsof:a.$1,000,000eachoccurrenceb.$2,000,000aggregatelimit3.Thepolicymusthaveanendorsement(Amendment—AggregateLimitsofInsurance)makingtheGeneralAggregateLimitsapplyseparatelytoeachjobsite.4.TheCommercialGeneralLiabilityInsurancepoliciesshallprovide“X”,“C”,and“U”coverage’s.VerificationofsuchcoveragemustbeshownintheRemarksArticleoftheCertificateofInsurance.C.AutomobileLiability.Acommercialbusinessautopolicyshallprovidecoverageon“anyauto”,definedasautosowned,hiredandnon-ownedandprovideindemnityforclaimsfordamagesbecausebodilyinjuryordeathofanypersonandorpropertydamagearisingoutofthework,maintenanceoruseofanymotorvehiclebytheContractor,anySubcontractororSupplier,orbyanyonedirectlyorindirectlyemployedbyanyofthemtoperformanyoftheWork,orbyanyoneforwhoseactsanyofthemmaybeliable.1.AutomobileLiability,Contractor’sLiabilityInsuranceunderthisSection,whichshallbeinanamountnotlessthanthefollowingamounts:a.AutomobileLiability-acommercialbusinesspolicyshallprovidecoverageon“AnyAuto”,definedasautosowned,hiredandnon-owned.C1TYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-11StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage11of351)$1,000,000eachaccidentonacombinedsinglelimitbasis.Splitlimitsareacceptableiflimitsareatleast:2)$250,000BodilyInjuryperperson3)$500.000BodilyInjuryperaccident/4)$100,000PropertyDamageD.RailroadProtectiveLiability.Ifanyoftheworkoranywarrantyworkiswithinthelimitsofrailroadright-of-way,theContractorshallcomplywiththefollowingrequirements:1.TheContractor’sconstructionactivitieswillrequireitsemployees,agents,subcontractors,equipment,andmaterialdeliveriestocrossrailroadpropertiesandtracksownedandoperatedby:None2.TheContractorshallconductitsoperationsonrailroadpropertiesinsuchamannerasnottointerferewith,hinder,orobstructtherailroadcompanyinanymannerwhatsoeverintheuseoroperationofits/theirtrainsorotherproperty.SuchoperationsonrailroadpropertiesmayrequirethatContractortoexecutea“RightofEntryAgreement”withtheparticularrailroadcompanyorcompaniesinvolved,andtothisendtheContractorshouldsatisfyitselfastotherequirementsofeachrailroadcompanyandbepreparedtoexecutetheright-of-entry(ifany)requiredbyarailroadcompany.TherequirementsspecifiedhereinlikewiserelatetotheContractor’suseofprivateand/orconstructionaccessroadscrossingsaidrailroadcompany’sproperties.3.TheContractualLiabilitycoveragerequiredbyParagraph5.04DoftheGeneralConditionsshallprovidecoveragefornotlessthanthefollowingamounts,issuedbycompaniessatisfactorytotheCityandtotheRailroadCompanyforatermthatcontinuesforsolongastheContractor’soperationsandworkcross,occupy,ortouchrailroadproperty:a.GeneralAggregate:Noneb.EachOccurrence::None4.Withrespecttotheaboveoutlinedinsurancerequirements,thefollowingshallgovern:a.Whereasinglerailroadcompanyisinvolved,theContractorshallprovideoneinsurancepolicyinthenameoftherailroadcompany.However,ifmorethanonegradeseparationorat-gradecrossingisaffectedbytheProjectatentirelyseparatelocationsonthelineorlinesofthesamerailroadcompany,separatecoveragemayberequired,eachintheamountstatedabove.b.Wheremorethanonerailroadcompanyisoperatingonthesameright-of-wayorwhereseveralrailroadcompaniesareinvolvedandoperatedontheirownseparaterights-of-CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-12StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage12of35way,theContractormayberequiredtoprovideseparateinsurancepoliciesinthenameofeachrailroadcompany.c.If,inadditiontoagradeseparationoranat-gradecrossing,otherworkoractivityisproposedonarailroadcompany’sright-of-wayatalocationentirelyseparatefromthegradeseparationorat-gradecrossing,insurancecoverageforthisworkmustbeincludedinthepolicycoveringthegradeseparation.d.Ifnogradeseparationisinvolvedbutotherworkisproposedonarailroadcompany’sright-of-way,allsuchotherworkmaybecoveredinasinglepolicyforthatrailroad,eventhoughtheworkmaybeattwoormoreseparatelocations.5.Noworkoractivitiesonarailroadcompany’spropertytobeperformedbytheContractorshallbecommenceduntiltheContractorhasfurnishedtheCitywithanoriginalpolicyorpoliciesoftheinsuranceforeachrailroadcompanynamed,asrequiredabove.AllsuchinsurancemustbeapprovedbytheCityandeachaffectedRailroadCompanypriortotheContractor’sbeginningwork.6.TheinsurancespecifiedabovemustbecarrieduntilallWorktobeperformedontherailroadright-of-wayhasbeencompletedandthegradecrossing,ifany,isnolongerusedbytheContractor.Inaddition,insurancemustbecarriedduringallmaintenanceanWorrepairworkperformedintherailroadright-of-way.Suchinsurancemustnametherailroadcompanyastheinsured,togetherwithanytenantorlesseeoftherailroadcompanyoperatingovertracksinvolvedintheProject.E.NotfIcationofPolicyCancellation:ContractorshallimmediatelynotifyCityuponcancellationorotherlossofinsurancecoverage.Contractorshallstopworkuntilreplacementinsurancehasbeenprocured.Thereshallbenotimecreditfordaysnotworkedpursuanttothissection.4.05AcceptanceofBondsandInsurance;OptiontoReplaceIfCityhasanyobjectiontothecoverageaffordedbyorotherprovisionsofthebondsorinsurancerequiredtobepurchasedandmaintainedbytheContractorinaccordancewithArticle5onthebasisofnon-conformancewiththeContractDocuments,theDeveloperandCityshallsonotifytheContractorinwritingwithin10BusinessDaysafterreceiptofthecertificates(orotherevidencerequested).ContractorshallprovidetotheCitysuchadditionalinformationinrespectofinsuranceprovidedastheDeveloperorCitymayreasonablyrequest.IfContractordoesnotpurchaseormaintainallofthebondsandinsurancerequiredbytheContractDocuments,theDeveloperorCityshallnotifytheContractorinwritingofsuchfailurepriortothestartoftheWork,orofsuchfailuretomaintainpriortoanychangeintherequiredcoverage.ARTICLE5-CONTRACTOR’SRESPONSIBILITIES5.01SupervisionandSuperintendentA.Contractorshallsupervise,inspect,anddirecttheWorkcompetentlyandefficiently,devotingsuchattentiontheretoandapplyingsuchskillsandexpertiseasmaybenecessarytoperformtheCITYOfFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-t3StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage13of35WorkinaccordancewiththeContractDocuments.Contractorshallbesolelyresponsibleforthemeans,methods,techniques,sequences,andproceduresofconstruction.B.AtalltimesduringtheprogressoftheWork,Contractorshallassignacompetent,English-speaking,SuperintendentwhoshallnotbereplacedwithoutwrittennoticetoCity.TheSuperintendentwillbeContractor’srepresentativeattheSiteandshallhaveauthoritytoactonbehalfofContractor.AllcommunicationgiventoorreceivedfromtheSuperintendentshallbebindingonContractor.C.ContractorshallnotifytheCity24hourspriortomovingareasduringthesequenceofconstruction.5.02Labor,WorkingHoursA.Contractorshallprovidecompetent,suitablyqualifiedpersonneltoperformconstructionasrequiredbytheContractDocuments.ContractorshallatalltimesmaintaingooddisciplineandorderattheSite.B.ExceptasotherwiserequiredforthesafetyorprotectionofpersonsortheWorkorpropertyattheSiteoradjacentthereto,andexceptasotherwisestatedintheContractDocuments,allWorkattheSiteshallbeperformedduringRegularWorkingHours.ContractorwillnotpermittheperformanceofWorkbeyondRegularWorkingHoursorforWeekendWorkingHourswithoutCity’swrittenconsent(whichwillnotbeunreasonablywithheld).Writtenrequest(byletterorelectroniccommunication)toperformWork:1.forbeyondRegularWorkingHoursrequestmustbemadebynoonatleasttwo(2)BusinessDaysprior2.forWeekendWorkingHoursrequestmustbemadebynoonoftheprecedingThursday3.forlegalholidaysrequestmustbemadebynoontwoBusinessDayspriortothelegalholiday.5.03Services,Materials,andEqutmentA.UnlessotherwisespecifiedintheContractDocuments,Contractorshallprovideandassumefullresponsibilityforallservices,materials,equipment,labor,transportation,constructionequipmentandmachinery,tools,appliances,fuel,power,light,heat,telephone,water,sanitaryfacilities,temporaryfacilities,andallotherfacilitiesandincidentalsnecessaryfortheperformance,Contractorrequiredtesting,start-up,andcompletionoftheWork.B.AllmaterialsandequipmentincorporatedintotheWorkshallbeasspecifiedor,ifnotspecified,shallbeofgoodqualityandnew,exceptasotherwiseprovidedintheContractDocuments.AllspecialwarrantiesandguaranteesrequiredbytheSpecificationsshallexpresslyruntothebenefitofCity.IfrequiredbyCity,Contractorshallfurnishsatisfactoryevidence(includingreportsofrequiredtests)astothesource,kind,andqualityofmaterialsandequipment.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-14StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage14of35C.AllmaterialsandequipmenttobeincorporatedintotheWorkshallbestored,applied,installed,connected,erected,protected,used,cleaned,andconditionedinaccordancewithinstructionsoftheapplicableSupplier,exceptasotherwisemaybeprovidedintheContractDocuments.5.04ProjectScheduleA.ContractorshalladheretotheProjectScheduleestablishedinaccordancewithParagraph2.01andtheGeneralRequirementsasitmaybeadjustedfromtimetotimeasprovidedbelow.1.ContractorshallsubmittoCityforacceptance(totheextentindicatedinParagraph2.01andtheGeneralRequirements)proposedadjustmentsintheProjectSchedule.2.ProposedadjustmentsintheProjectSchedulethatwillchangetheContractTimeshallbesubmittedinaccordancewiththerequirementsofArticle9.AdjustmentsinContractTimeforprojectswithCityparticipationshallbemadebyparticipatingchangeorders.5.05Substitutesand“Or-Equals”A.WheneveranitemofmaterialorequipmentisspecifiedordescribedintheContractDocumentsbyusingthenameofaproprietaryitemorthenameofaparticularSupplier,thespecificationordescriptionisintendedtoestablishthetype,function,appearance,andqualityrequired.Unlessthespecificationordescriptioncontainsorisfollowedbywordsreadingthatnolike,equivalent,or“or-equal”itemornosubstitutionispermitted,otheritemsofmaterialorequipmentofotherSuppliersmaybesubmittedtoCityforreviewunderthecircumstancesdescribedbelow.1.“Or-Equal”Items:IfinCity’ssolediscretionanitemofmaterialorequipmentproposedbyContractorisfunctionallyequaltothatnamedandsufficientlysimilarsothatnochangeinrelatedWorkwillberequired,itmaybeconsideredbyCityasan“or-equal”item,inwhichcasereviewandapprovaloftheproposeditemmay,inCity’ssolediscretion,beaccomplishedwithoutcompliancewithsomeoralloftherequirementsforapprovalofproposedsubstituteitems.forthepurposesofthisParagraph5.05.A.1,aproposeditemofmaterialorequipmentwillbeconsideredfunctionallyequaltoanitemsonamedif:a.Citydeterminesthat:1)itisatleastequalinmaterialsofconstruction,quality,durability,appearance,strength,anddesigncharacteristics;2)itwillreliablyperformatleastequallywellthefunctionandachievetheresultsimposedbythedesignconceptofthecompletedProjectasafunctioningwhole;and3)ithasaprovenrecordofperformanceandavailabilityofresponsiveservice;andb.Contractorcertifiesthat,ifapprovedandincorporatedintotheWork:1)therewillbenoincreaseincosttotheCityorincreaseinContractlime;andCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-15StandardCityConditionsOTheConstructionContractForDeveloperAwardedProjectsPage15of352)itwillconformsubstantiallytothedetailedrequirementsoftheitemnamedintheContractDocuments.2.SubstituteItems:a.IfinCity’ssolediscretionanitemofmaterialorequipmentproposedbyContractordoesnotqualifyasan“or-equal”itemunderParagraph5.05.A.1,itmaybesubmittedasaproposedsubstituteitem.b.ContractorshallsubmitsufficientinformationasprovidedbelowtoallowCitytodetermineiftheitemofmaterialorequipmentproposedisessentiallyequivalenttothatnamedandanacceptablesubstitutetherefor.RequestsforreviewofproposedsubstituteitemsofmaterialorequipmentwillnotbeacceptedbyCityfromanyoneotherthanContractor.c.ContractorshallmakewrittenapplicationtoCityforreviewofaproposedsubstituteitemofmaterialorequipmentthatContractorseekstofurnishoruse.TheapplicationshallcomplywithSection012500and:1)shallcertifythattheproposedsubstituteitemwill:i.performadequatelythefunctionsandachievetheresultscalledforbythegeneraldesign;ii.besimilarinsubstancetothatspecified;iii.besuitedtothesameuseasthatspecified;and2)willstate:i.theextent,ifany,towhichtheuseoftheproposedsubstituteitemwillprejudiceContractor’sachievementoffinalcompletionontime;ii.whetheruseoftheproposedsubstituteitemintheWorkwillrequireachangeinanyoftheContractDocuments(orintheprovisionsofanyotherdirectcontractwithCityforotherworkontheProject)toadaptthedesigntotheproposedsubstituteitem;iii.whetherincorporationoruseoftheproposedsubstituteiteminconnectionwiththeWorkissubjecttopaymentofanylicensefeeorroyalty;and3)willidentify:i.allvariationsoftheproposedsubstituteitemfromthatspecified;ii.availableengineering,sales,maintenance,repair,andreplacementservices;andCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-16StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage16of354)shallcontainanitemizedestimateofallcostsorcreditsthatwillresultdirectlyorindirectlyfromuseofsuchsubstituteitem,includingcostsofredesignandDamageClaimsofothercontractorsaffectedbyanyresultingchange.B.SubstituteConstructionMethodsorProcedures;Ifaspecificmeans,method,technique,sequence,orprocedureofconstructionisexpresslyrequiredbytheContractDocuments,Contractormayfurnishorutilizeasubstitutemeans,method,technique,sequence,orprocedureofconstructionapprovedbyCity.ContractorshallsubmitsufficientinformationtoallowCity,inCity’ssolediscretion,todeterminethatthesubstituteproposedisequivalenttothatexpresslycalledforbytheContractDocuments.ContractorshallmakewrittenapplicationtoCityforreviewinthesamemannerasthoseprovidedinParagraph5.05.A.2.C.City‘sEvaluation.CitywillbeallowedareasonabletimewithinwhichtoevaluateeachproposalorsubmittalmadepursuanttoParagraphs5.05.Aand5.05.B.CitymayrequireContractortofurnishadditionaldataabouttheproposedsubstitute.Citywillbethesolejudgeofacceptability.No“or-equal”orsubstitutewillbeordered,installedorutilizeduntilCity’sreviewiscomplete,whichwillbeevidencedbyaChangeOrderinthecaseofasubstituteandanacceptedSubmittalforan“or-equal.”CitywilladviseContractorinwritingofitsdetermination.D.SpecialGuarantee;CitymayrequireContractortofurnishatContractor’sexpenseaspecialperformanceguarantee,warranty,orothersuretywithrespecttoanysubstitute.Contractorshaltindemn5’andholdharmlessCityandanyonedirectlyorindirectlyemployedbythemfromandagainstanyandallclaims,damages,lossesandexpenses(includingattorneysfees)arisingotttoftheuseofsubstitutedmaterialsorequipment.F.City’sCostReimbttrsement:CitywillrecordCity’scostsinevaluatingasubstituteproposedorsubmittedbyContractorpursuanttoParagraphs5.05.A.2and5.05.B.WhetherornotCityapprovesasubstitutesoproposedorsubmittedbyContractor,ContractormayberequiredtoreimburseCityforevaluatingeachsuchproposedsubstitute.ContractormayalsoberequiredtoreimburseCityforthechargesformakingchangesintheContractDocuments.F.Contractor’sExpense:Contractorshallprovidealldatainsupportofanyproposedsubstituteor“or-equal”atContractor’sexpense.G.SubstituteReimbursement:Costs(savingsorcharges)attributabletoacceptanceofasubstituteshallbeincorporatedtotheContractbyParticipatingChangeOrder.5.06Pre-QualiJicationofBidders(PrimeContractorsandSubcontractors)A.TheContractorandanysubcontractorsarerequiredtobeprequalifiedfortheworktypesrequiringpre-qualification5.07ConcerningSubcontractors,Suppliers,andOthersA.MinorityandWomenOwnedBusinessEnterpriseCompliance;CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-17StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage17of35DRequiredforthisContract.NotRequiredforthisContract.ItisCitypolicytoensurethefullandequitableparticipationbyMinorityandWomenBusinessEnterprises(MWBE)intheprocurementofgoodsandservicesonacontractualbasis.IftheContractDocumentsprovideforaMWBEgoal,ContractorisrequiredtocomplywiththeintentoftheCity’sMWBEOrdinance(asamended)bythefollowing:1.Contractorshall,uponrequestbyCity,providecompleteandaccurateinformationregardingactualworkperformedbyaMWBEontheContractandpaymenttherefor.2.Contractorwillnotmakeadditions,deletions,orsubstitutionsofacceptedMWBEwithoutwrittenconsentoftheCity.AnyunjustifiedchangeordeletionshallbeamaterialbreachofContractandmayresultindebarmentinaccordancewiththeproceduresoutlinedintheOrdinance.3.Contractorshall,uponrequestbyCity,allowanauditand/orexaminationofanybooks,records,orfilesinthepossessionoftheContractorthatwillsubstantiatetheactualworkperformedbyanMWBE.MaterialmisrepresentationofanynaturewillbegroundsforterminationoftheContract.AnysuchmisrepresentationmaybegroundsfordisqualificationofContractortobidonfuturecontractswiththeCityforaperiodofnotlessthanthreeyears.B.ContractorshallbefullyresponsibletoCityforallactsandomissionsoftheSubcontractors,Suppliers,andotherindividualsorentitiesperformingorfurnishinganyoftheWorkjustasContractorisresponsibleforContractor’sownactsandomissions.NothingintheContractDocuments:1.shallcreateforthebenefitofanysuchSubcontractor,Supplier,orotherindividualorentityanycontractualrelationshipbetweenCityandanysuchSubcontractor,Supplierorotherindividualorentity;nor2.shallcreateanyobligationonthepartofCitytopayortoseetothepaymentofanymoneysdueanysuchSubcontractor,Supplier,orotherindividualorentityexceptasmayotherwiseberequiredbyLawsandRegulations.C.ContractorshallbesolelyresponsibleforschedulingandcoordinatingtheWorkofSubcontractors,Suppliers,andotherindividualsorentitiesperformingorfurnishinganyoftheWorkunderadirectorindirectcontractwithContractor.D.AllSubcontractors,Suppliers,andsuchotherindividualsorentitiesperformingorfurnishinganyoftheWorkshallcommunicatewithCitythroughContractor.E.AllWorkperformedforContractorbyaSubcontractororSupplierwillbepursuanttoanappropriateagreementbetweenContractorandtheSubcontractororSupplierwhichspecificallybindstheSubcontractororSuppliertotheapplicabletermsandconditionsoftheseContractCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-18StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage18of35Documents,ContractorshallprovideCitycontractnumbersandreferencenumberstotheSubcontractorsanäorSuppliers.5.08WageRatesDRequiredforthisContract.NotRequiredforthisContract.A.DutytopayPrevailingWageRates.TheContractorshallcomplywithallrequirementsofChapter2258,TexasGovernmentCode(asamended),includingthepaymentofnotlessthantheratesdeterminedbytheCityCounciloftheCityoffortWorthtobetheprevailingwageratesinaccordancewithChapter2258.SuchprevailingwageratesareincludedintheseContractDocuments.3.PenaltyforViolation.AContractororanySubcontractorwhodoesnotpaytheprevailingwageshall,upondemandmadebytheCity,paytotheCity$60foreachworkeremployedforeachcalendardayorpartofthedaythattheworkerispaidlessthantheprevailingwageratesstipulatedinthesecontractdocuments.ThispenaltyshallberetainedbytheCitytooffsetitsadministrativecosts,pursuanttoTexasGovernmentCode2258.023.C.ComplaintsofViolationsandCityDeterminationofGoodCause.Onreceiptofinformation,includingacomplaintbyaworker,concerninganallegedviolationof2258.023,TexasGovernmentCode,byaContractororSubcontractor,theCityshallmakeaninitialdetermination,beforethe31stdayafterthedatetheCityreceivestheinformation,astowhethergoodcauseexiststobelievethattheviolationoccurred.TheCityshallnotifiinwritingtheContractororSubcontractorandanyaffectedworkerofitsinitialdetermination.UpontheCity’sdeterminationthatthereisgoodcausetobelievetheContractororSubcontractorhasviolatedChapter2258,theCityshallretainthefullamountsclaimedbytheclaimantorclaimantsasthedifferencebetweenwagespaidandwagesdueundertheprevailingwagerates,suchamountsbeingsubtractedfromsuccessiveprogresspaymentspendingafinaldeterminationoftheviolation.D.ArbitrationRequiredifViolationNotResolved.AnissuerelatingtoanallegedviolationofSection2258.023,TexasGovernmentCode,includingapenaltyowedtotheCityoranaffectedworker,shallbesubmittedtobindingarbitrationinaccordancewiththeTexasGeneralArbitrationAct(Article224etseq.,RevisedStatutes)iftheContractororSubcontractorandanyaffectedworkerdoesnotresolvetheissuebyagreementbeforethe15thdayafterthedatetheCitymakesitsinitialdeterminationpursuanttoParagraphCabove.Ifthepersonsrequiredtoarbitrateunderthissectiondonotagreeonanarbitratorbeforethe11thdayafterthedatethatarbitrationisrequired,adistrictcourtshallappointanarbitratoronthepetitionofanyofthepersons.TheCityisnotapartyinthearbitration.Thedecisionandawardofthearbitratorisfinalandbindingonallpartiesandmaybeenforcedinanycourtofcompetentjurisdiction.E.RecordstobeMaintained.TheContractorandeachSubcontractorshall,foraperiodofthree(3)yearsfollowingthedateofacceptanceofthework,maintainrecordsthatshow(i)thenameandCITYOFFORTWORTHSTANDARDCITYCONDITIONS—DEVELOPERAWARDEDPROJECTSRevised:January10,20I3 007310-19StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage19of35occupationofeachworkeremployedbytheContractorintheconstructionoftheWorkprovidedforinthisContract;and(ii)theactualperdiemwagespaidtoeachworker.TherecordsshallbeopenatallreasonablehoursforinspectionbytheCity.TheprovisionsofParagraph6.23,RighttoAudit,shallpertaintothisinspection.F.ProgressPayments.Witheachprogresspaymentorpayrollperiod,whicheverisless,theContractorshallsubmitanaffidavitstatingthattheContractorhascompliedwiththerequirementsofChapter2258,TexasGovernmentCode.G.PostingofWageRates.TheContractorshallpostprevailingwageratesinaconspicuousplaceatalltimes.H.SubcontractorCompliance.TheContractorshallincludeinitssubcontractsand/orshallotherwiserequireallofitsSubcontractorstocomplywithParagraphsAthroughGabove.5.09PatentFeesandRoyaltiesA.TothefullestextentpermittedbyLawsandRegulations,ContractorshallindemnifyandholdharmlessCity,fromandagainstallclaims,costs,losses,anddamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorarbitrationorotherdisputeresolutioncosts)arisingoutoforrelatingtoanyinfringementofpatentrightsorcopyrightsincidenttotheuseintheperformanceoftheWorkorresultingfromtheincorporationintheWorkofanyinvention,design,process,product,ordevicenotspecIedintheContractDocuments.5.10LawsandRegulationsA.ContractorshallgiveallnoticesrequiredbyandshallcomplywithallLawsandRegulationsapplicabletotheperformanceoftheWork.ExceptwhereotherwiseexpresslyrequiredbyapplicableLawsandRegulations,theCityshallnotberesponsibleformonitoringContractor’scompliancewithanyLawsorRegulations.B.IfContractorperformsanyWorkknowingorhavingreasontoknowthatitiscontrarytoLawsorRegulations,Contractorshallbearallclaims,costs,losses,anddamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorarbitrationorotherdisputeresolutioncosts)arisingoutoforrelatingtosuchWork.However,itshallnotbeContractor’sresponsibilitytomakecertainthattheSpecificationsandDrawingsareinaccordancewithLawsandRegulations,butthisshallnotrelieveContractorofContractor’sobligationsunderParagraph3.01.5.11UseofSiteandOtherAreasA.LimitationonUseofSiteandOtherAreas:1.Contractorshallconfineconstructionequipment,thestorageofmaterialsandequipment,andtheoperationsofworkerstotheSiteandotherareaspermittedbyLawsandRegulations,andshallnotunreasonablyencumbertheSiteandotherareaswithconstructionequipmentorCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-20StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage20of35othermaterialsorequipment.Contractorshallassumefullresponsibilityforanydamagetoanysuchlandorarea,ortotheowneroroccupantthereof,orofanyadjacentlandorareasresultingfromtheperformanceoftheWork.2.Atanytimewhen,inthejudgmentoftheCity,theContractorhasobstructedorclosedoriscarryingonoperationsinaportionofastreet,right-of-way,oreasementgreaterthanisnecessaryforproperexecutionoftheWork,theCitymayrequiretheContractortofinishthesectiononwhichoperationsareinprogressbeforeworkiscommencedonanyadditionalareaoftheSite.3.ShouldanyDamageClaimbemadebyanysuchowneroroccupantbecauseoftheperformanceoftheWork,ContractorshallpromptlyattempttoresolvetheDamageClaim.4.PursuanttoParagraph5.18,ContractorshallindemnfyandholdharmlessCity,fromandagainstallclaims,costs,losses,anddamagesarisingoutoforrelatingtoanyclaimoraction,legalorequitable,broughtbyanysuchowneroroccltpantagainstCity.B.RemovalofDebrisDuringPerformanceoftheWork:DuringtheprogressoftheWorkContractorshallkeeptheSiteandotherareasfreefromaccumulationsofwastematerials,rubbish,andotherdebris.Removalanddisposalofsuchwastematerials,rubbish,andotherdebrisshallconformtoapplicableLawsandRegulations.C.SiteMaintenanceCleaning:24hoursafterwrittennoticeisgiventotheContractorthattheclean-uponthejobsiteisproceedinginamannerunsatisfactorytotheCityorDeveloper,iftheContractorfailstocorrecttheunsatisfactoryprocedure,theCitymaytakesuchdirectactionastheCitydeemsappropriatetocorrecttheclean-updeficienciescitedtotheContractorinthewrittennotice(byletterorelectroniccommunication),andshallbeentitledtorecoveritscostindoingso.TheCitymaywithholdFinalAcceptanceuntilclean-upiscompleteandcostarerecovered.D.FinalSiteCleaning:PriortoFinalAcceptanceoftheWorkContractorshallcleantheSiteandtheWorkandmakeitreadyforutilizationbyCityoradjacentpropertyowner.AtthecompletionoftheWorkContractorshallremovefromtheSitealltools,appliances,constructionequipmentandmachinery,andsurplusmaterialsandshallrestoretooriginalconditionorbetterallpropertydisturbedbytheWork.E.LoadingStructures:Contractorshallnotloadnorpermitanypartofanystructuretobeloadedinanymannerthatwillendangerthestructure,norshallContractorsubjectanypartoftheWorkoradjacentpropertytostressesorpressuresthatwillendangerit.5.12RecordDocumentsA.ContractorshallmaintaininasafeplaceattheSiteorinaplacedesignatedbytheContractorandapprovedbytheCity,one(1)recordcopyofallDrawings,Specifications,Addenda,ChangeOrders,FieldOrders,andwritteninterpretationsandclarificationsingoodorderandannotatedtoshowchangesmadeduringconstruction.TheserecorddocumentstogetherwithallapprovedCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 0073lO-21StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage21of35SamplesandacounterpartofallacceptedSubmittalswillbeavailabletoCityforreference.UponcompletionoftheWork,theserecorddocuments,anyoperationandmaintenancemanuals,andSubmittalswillbedeliveredtoCitypriortofinalInspection.Contractorshallincludeaccuratelocationsforburiedandimbeddeditems.5.13SafetyandProtectionA.Contractorshallbesolelyresponsibleforinitiating,maintainingandsupervisingallsafetyprecautionsandprogramsinconnectionwiththeWork.SuchresponsibilitydoesnotrelieveSubcontractorsoftheirresponsibilityforthesafetyofpersonsorpropertyintheperformanceoftheirwork,norforcompliancewithapplicablesafetyLawsandRegulations.Contractorshalltakeallnecessaryprecautionsforthesafetyof,andshallprovidethenecessaryprotectiontopreventdamage,injuryorlossto:1.allpersonsontheSiteorwhomaybeaffectedbytheWork;2.alltheWorkandmaterialsandequipmenttobeincorporatedtherein,whetherinstorageonorofftheSite;and3.otherpropertyattheSiteoradjacentthereto,includingtrees,shrubs,lawns,walks,pavements,roadways,structures,utilities,andUndergroundFacilitiesnotdesignatedforremoval,relocation,orreplacementinthecourseofconstruction.3.ContractorshallcomplywithallapplicableLawsandRegulationsrelatingtothesafetyofpersonsorproperty,ortotheprotectionofpersonsorpropertyfromdamage,injury,orloss;andshallerectandmaintainallnecessarysafeguardsforsuchsafetyandprotection.ContractorshallnotifyownersofadjacentpropertyandofUndergroundFacilitiesandotherutilityownerswhenprosecutionoftheWorkmayaffectthem,andshallcooperatewiththemintheprotection,removal,relocation,andreplacementoftheirproperty.C.ContractorshallcomplywiththeapplicablerequirementsofCity’ssafetyprograms,ifany.D.ContractorshallinformCityofthespecificrequirementsofContractor’ssafetyprogram,ifany,withwhichCity’semployeesandrepresentativesmustcomplywhileattheSite.E.Alldamage,injury,orlosstoanypropertyreferredtoinParagraph5.13.A.2or5.13.A.3caused,directlyorindirectly,inwholeorinpart,byContractor,anySubcontractor,Supplier,oranyotherindividualorentitydirectlyorindirectlyemployedbyanyofthemtoperformanyoftheWork,oranyoneforwhoseactsanyofthemmaybeliable,shallberemediedbyContractor.F.Contractor’sdutiesandresponsibilitiesforsafetyandforprotectionoftheWorkshallcontinueuntilsuchtimeasalltheWorkiscompletedandCityhasacceptedtheWork.5.14SafetyRepresentativeContractorshallinformCityinwritingofContractor’sdesignatedsafetyrepresentativeattheSite.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-22StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage22of355.15HazardCommunicationProgramsContractorshallberesponsibleforcoordinatinganyexchangeofmaterialsafetydatasheetsorotherhazardcommunicationinformationrequiredtobemadeavailabletoorexchangedbetweenoramongemployersinaccordancewithLawsorRegulations.5.16SubmittalsA.ContractorshallsubmitrequiredSubmittalstoCityforreviewandacceptance.EachsubmittalwillbeidentifiedasrequiredbyCity.1.SubmitnumberofcopiesspecifiedintheGeneralRequirements.2.DatashownontheSubmittalswillbecompletewithrespecttoquantities,dimensions,specifiedperformanceanddesigncriteria,materials,andsimilardatatoshowCitytheservices,materials,andequipmentContractorproposestoprovideandtoenableCitytoreviewtheinformationforthelimitedpurposesrequiredbyParagraph5.16.C.3.SubmittalssubmittedashereinprovidedbyContractorandreviewedbyCityforconformancewiththedesignconceptshallbeexecutedinconformitywiththeContractDocumentsunlessotherwiserequiredbyCity.4.WhenSubmittalsaresubmittedforthepurposeofshowingtheinstallationingreaterdetail,theirreviewshallnotexcuseContractorfromrequirementsshownontheDrawingsandSpecifications.5.For-Information-OnlysubmittalsuponwhichtheCityisnotexpectedtoconductreviewortakeresponsiveactionmaybesoidentifiedintheContractDocuments.6.SubmitrequirednumberofSamplesspecifiedintheSpecifications.7.ClearlyidentifyeachSampleastomaterial,Supplier,pertinentdatasuchascatalognumbers,theuseforwhichintendedandotherdataasCitymayrequiretoenableCitytoreviewthesubmittalforthelimitedpurposesrequiredbyParagraph5.16.C.B.WhereaSubmittalisrequiredbytheContractDocumentsortheScheduleofSubmittals,anyrelatedWorkperformedpriortoCity’sreviewandacceptanceofthepertinentsubmittalwillbeatthesoleexpenseandresponsibilityofContractor.C.City’sReview:1.CitywillprovidetimelyreviewofrequiredSubmittalsinaccordancewiththeScheduleofSubmittalsacceptabletoCity.City’sreviewandacceptancewillbeonlytodetermineiftheitemscoveredbythesubmittalswill,afterinstallationorincorporationintheWork,conformtotheinformationgivenintheContractDocumentsandbecompatiblewiththedesignconceptofthecompletedProjectasafunctioningwholeasindicatedbytheContractDocuments.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-23StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage23of352.City’sreviewandacceptancewillnotextendtomeans,methods,techniques,sequences.orproceduresofconstruction(exceptwhereaparticularmeans,method,technique,sequence,orprocedureofconstructionisspecificallyandexpresslycalledforbytheContractDocuments)ortosafetyprecautionsorprogramsincidentthereto.Thereviewandacceptanceofaseparateitemassuchwillnotindicateapprovaloftheassemblyinwhichtheitemfunctions.3.City’sreviewandacceptanceshallnotrelieveContractorfromresponsibilityforanyvariationfromtherequirementsoftheContractDocumentsunlessContractorhascompliedwiththerequirementsofSection013300andCityhasgivenwrittenacceptanceofeachsuchvariationbyspecificwrittennotationthereofincorporatedinoraccompanyingtheSubmittal.City’sreviewandacceptanceshallnotrelieveContractorfromresponsibilityforcomplyingwiththerequirementsoftheContractDocuments.5.17Contractor‘sGeneralWarrantyandGuaranteeA.ContractorwarrantsandguaranteestoCitythatallWorkwillbeinaccordancewiththeContractDocumentsandwillnotbedefective.Cityanditsofficers,directors,members,partners,employees,agents,consultants,andsubcontractorsshallbeentitledtorelyonrepresentationofContractor’swarrantyandguarantee.B.Contractor’swarrantyandguaranteehereunderexcludesdefectsordamagecausedby:1.abuse,modification,orimpropermaintenanceoroperationbypersonsotherthanContractor,Subcontractors,Suppliers,oranyotherindividualorentityforwhomContractorisresponsible;or2.normalwearandtearundernormalusage.C.Contractor’sobligationtoperformandcompletetheWorkinaccordancewiththeContractDocumentsshallbeabsolute.NoneofthefollowingwillconstituteanacceptanceofWorkthatisnotinaccordancewiththeContractDocumentsorareleaseofContractor’sobligationtoperformtheWorkinaccordancewiththeContractDocuments:1.observationsbyCity;2.recommendationorpaymentbyCityorDeveloperofanyprogressorfinalpayment;3.theissuanceofacertificateoffinalAcceptancebyCityoranypaymentrelatedtheretobyCity;4.useoroccupancyoftheWorkoranypartthereofbyCity;5.anyreviewandacceptanceofaSubmittalbyCity;6.anyinspection,test,orapprovalbyothers;orCtTYOfFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-24StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage24of357.anycorrectionofdefectiveWorkbyCity.D.TheContractorshallremedyanydefectsordamagesintheWorkandpayforanydamagetootherworkorpropertyresultingtherefromwhichshallappearwithinaperiodoftwo(2)yearsfromthedateofFinalAcceptanceoftheWorkunlessalongerperiodisspecifiedandshallfurnishagoodandsufficientmaintenancebond,complyingwiththerequirementsofArticle4.02.B.TheCitywillgivenoticeofobserveddefectswithreasonablepromptness.5.18IndemnificationA.Contractorcovenantsandagreestoindemnify,holdharmlessanddefend,atitsownexpense,theCity,itsofficers,servantsandemployees,fromandagainstanyandallclaimsarisingoutof,orallegedtoariseoutof,theworkandservicestobeperformedbytheContractor,itsofficers,agents,employees,subcontractors,licensesorinviteesunderthisContract.THISINDEMNIFICATIONPROVISIONISSPECIFICALLYINTENDEDTOOPERATEANDBEEFFECTIVEEVENIFITISALLEGEDORPROVENTHATALLORSOMEOFTHEDAMAGESBEINGSOUGHTWERECAUSED,INWHOLEORINPART,BYANYACT,OMISSIONORNEGLIGENCEOFTHECITY.Thisindemnityprovisionisintendedtoinclude,withoutlimitation,indemnityforcosts,expensesandlegalfeesincurredbytheCityindefendingagainstsuchclaimsandcausesofactions.B.Contractorcovenantsandagreestoindenmifyandholdharmless,atitsownexpense,theCity,itsofficers,servantsandemployees,fromandagainstanyandallloss,damageordestructionofpropertyoftheCity,arisingoutof,orallegedtoariseoutof,theworkandservicestobeperformedbytheContractor,itsofficers,agents,employees,subcontractors,licenseesorinviteesunderthisContract.THISINDEMNIFICATIONPROVISIONISSPECIFICALLYINTENDEDTOOPERATEANDBEEFFECTIVEEVENIFITISALLEGEDORPROVENTHATALLORSOMEOFTHEDAMAGESBEINGSOUGHTWERECAUSED,INWHOLEORINPART,BYANYACT,OMISSIONORNEGLIGENCEOFTHECITY.5.19DelegationofProfessionalDesignServicesA.ContractorwillnotberequiredtoprovideprofessionaldesignservicesunlesssuchservicesarespecificallyrequiredbytheContractDocumentsforaportionoftheWorkorunlesssuchservicesarerequiredtocarryoutContractor’sresponsibilitiesforconstructionmeans,methods,techniques,sequencesandprocedures.B.Ifprofessionaldesignservicesorcertificationsbyadesignprofessionalrelatedtosystems,materialsorequipmentarespecificallyrequiredofContractorbytheContractDocuments,Citywillspecifyallperformanceanddesigncriteriathatsuchservicesmustsatisfy.Contractorshallcausesuchservicesorcertificationstobeprovidedbyaproperlylicensedprofessional,whosesignatureandsealshallappearonalldrawings,calculations,specifications,certifications,andSubmittalspreparedbysuchprofessional.SubmittalsrelatedtotheWorkdesignedorcertifiedbysuchprofessional,ifpreparedbyothers,shallbearsuchprofessional’swrittenapprovalwhensubmittedtoCity.CtTYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-25StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage25of35C.Cityshallbeentitledtorelyupontheadequacy,accuracyandcompletenessoftheservices,certificationsorapprovalsperformedbysuchdesignprofessionals,providedCityhasspecifiedtoContractorperformanceanddesigncriteriathatsuchservicesmustsatisfy.D.PursuanttothisParagraph5.19,City’sreviewandacceptanceofdesigncalculationsanddesigndrawingswillbeonlyforthelimitedpurposeofcheckingforconformancewithperformanceanddesigncriteriagivenandthedesignconceptexpressedintheContractDocuments.City’sreviewandacceptanceofSubmittals(exceptdesigncalculationsanddesigndrawings)willbeonlyforthepurposestatedinParagraph5.16.C.5.20RighttoAudit.A.TheCityreservestherighttoauditallprojectsutilizingCityfundsB.TheContractoragreesthattheCityshall,untiltheexpirationofthree(3)yearsafterfinalpaymentunderthisContract,haveaccesstoandtherighttoexamineandphotocopyanydirectlypertinentbooks,documents,papers,andrecordsoftheContractorinvolvingtransactionsrelatingtothisContract.ContractoragreesthattheCityshallhaveaccessduringRegularWorkingHourstoallnecessaryContractorfacilitiesandshallbeprovidedadequateandappropriateworkspaceinordertoconductauditsincompliancewiththeprovisionsofthisParagraph.TheCityshallgiveContractorreasonableadvancenoticeofintendedaudits.C.ContractorfurtheragreestoincludeinallitssubcontractshereunderaprovisiontotheeffectthatthesubcontractoragreesthattheCityshall,untiltheexpirationofthree(3)yearsafterfinalpaymentunderthisContract,haveaccesstoandtherighttoexamineandphotocopyanydirectlypertinentbooks,documents,papers,andrecordsofsuchSubcontractor,involvingtransactionstothesubcontract,andfurther,thatCityshallhaveaccessduringRegularWorkingHourstoallSubcontractorfacilities,andshallbeprovidedadequateandappropriateworkspaceinordertoconductauditsincompliancewiththeprovisionsofthisParagraph.TheCityshallgiveSubcontractorreasonableadvancenoticeofintendedaudits.D.ContractorandSubcontractoragreetophotocopysuchdocumentsasmayberequestedbytheCity.TheCityagreestoreimburseContractorforthecostofthecopiesasfollowsattheratepublishedintheTexasAdministrativeCodeineffectasofthetimecopyingisperformed.5.21NondiscriminationA.TheCityisresponsibleforoperatingPublicTransportationProgramsandimplementingtransit-relatedprojects,whicharefundedinpartwithfederalfinancialassistanceawardedbytheU.S.DepartmentofTransportationandthefederalTransitAdministration(FTA),withoutdiscriminatingagainstanypersonintheUnitedStatesonthebasisofrace,color,ornationalorigin.B.TitleVI,CivilRightsActof1961asamended:ContractorshallcomplywiththerequirementsoftheActandtheRegulationsasfurtherdefinedintheSupplementaryConditionsforanyprojectreceivingFederalassistance.CITYOfFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-26StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage26of35ARTICLE6-OTHERWORKATTHESITE6.01RelatedWorkatSiteA.CitymayperformotherworkrelatedtotheProjectattheSitewithCity’semployees,orotherCitycontractors,orthroughotherdirectcontractstherefor,orhaveotherworkperformedbyutilityowners.IfsuchotherworkisnotnotedintheContractDocuments,thenwrittennoticethereofwillbegiventoContractorpriortostartinganysuchotherwork;andB.Contractorshallaffordeachothercontractorwhoisapartytosuchadirectcontract,eachutilityowner,andCity,ifCityisperformingotherworkwithCity’semployeesorotherCitycontractors,properandsafeaccesstotheSite,provideareasonableopportunityfortheintroductionandstorageofmaterialsandequipmentandtheexecutionofsuchotherwork,andproperlycoordinatetheWorkwiththeirs.Contractorshalldoallcutting,fitting,andpatchingoftheWorkthatmayberequiredtoproperlyconnectorotherwisemakeitsseveralpartscometogetherandproperlyintegratewithsuchotherwork.Contractorshallnotendangeranyworkofothersbycutting,excavating,orotherwisealteringsuchwork;provided,however,thatContractormaycutoralterothers’workwiththewrittenconsentofCityandtheotherswhoseworkwillbeaffected.C.IftheproperexecutionorresultsofanypartofContractor’sWorkdependsuponworkperformedbyothersunderthisArticle7,ContractorshallinspectsuchotherworkandpromptlyreporttoCityinwritinganydelays,defects,ordeficienciesinsuchotherworkthatrenderitunavailableorunsuitablefortheproperexecutionandresultsofContractor’sWork.Contractor’sfailuretosoreportwillconstituteanacceptanceofsuchotherworkasfitandproperforintegrationwithContractor’sWorkexceptforlatentdefectsintheworkprovidedbyothers.ARTICLE7-CITY’SRESPONSIBILITIES7.01Inspections,Tests,andApprovalsCity’sresponsibilitywithrespecttocertaininspections,tests,andapprovalsissetforthinParagraph11.03.7.02LimitationsonCity’sResponsibilitiesA.TheCityshallnotsupervise,direct,orhavecontrolorauthorityover,norberesponsiblefor,Contractor’smeans,methods,techniques,sequences,orproceduresofconstruction,orthesafetyprecautionsandprogramsincidentthereto,orforanyfailureofContractortocomplywithLawsandRegulationsapplicabletotheperformanceoftheWork.CitywillnotberesponsibleforContractor’sfailuretoperformtheWorkinaccordancewiththeContractDocuments.B.CitywillnotifytheContractorofapplicablesafetyplanspursuanttoParagraph5.13.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-27StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage27of357.03CompliancewithSafetyProgramWhileattheSite,City’semployeesandrepresentativesshallcomplywiththespecificapplicablerequirementsofContractor’ssafetyprogramsofwhichCityhasbeeninformedpursuanttoParagraph5.13.ARTICLE$-CITY’SOBSERVATIONSTATUSDURINGCONSTRUCTION8.01City’sProjectRepresentativeCitywillprovideoneormoreProjectRepresentative(s)duringtheconstructionperiod.ThedutiesandresponsibilitiesandthelimitationsofauthorityofCity’srepresentativeduringconstructionaresetforthintheContractDocuments.A.City’sProjectRepresentativewillmakevisitstotheSiteatintervalsappropriatetothevariousstagesofconstructionasCitydeemsnecessaryinordertoobservetheprogressthathasbeenmadeandthequalityofthevariousaspectsofContractor’sexecutedWork.Basedoninformationobtainedduringsuchvisitsandobservations,City’sProjectRepresentativewilldetermine,ingeneral,iftheWorkisproceedinginaccordancewiththeContractDocuments.City’sProjectRepresentativewillnotberequiredtomakeexhaustiveorcontinuousinspectionsontheSitetocheckthequalityorquantityoftheWork.City’sProjectRepresentative’seffortswillbedirectedtowardprovidingCityagreaterdegreeofconfidencethatthecompletedWorkwillconformgenerallytotheContractDocuments.B.City’sProjectRepresentative’svisitsandobservationsaresubjecttoallthelimitationsonauthorityandresponsibilityintheContractDocuments.8.02AuthorizedVariationsinWorkCity’sProjectRepresentativemayauthorizeminorvariationsintheWorkfromtherequirementsoftheContractDocumentswhichdonotinvolveanadjustmentintheContractPriceortheContractTimeandarecompatiblewiththedesignconceptofthecompletedProjectasafunctioningwholeasindicatedbytheContractDocuments.ThesemaybeaccomplishedbyaFieldOrderandwillbebindingonCityDeveloper,andalsoonContractor,whoshallperformtheWorkinvolvedpromptly.8.03RejectingDefectiveWorkCitywillhaveauthoritytorejectWorkwhichCity’sProjectRepresentativebelievestobedefective,orwillnotproduceacompletedProjectthatconformstotheContractDocumentsorthatwillprejudicetheintegrityofthedesignconceptofthecompletedProjectasafunctioningwholeasindicatedbytheContractDocuments.CitywillhaveauthoritytoconductspecialinspectionortestingoftheWorkasprovidedinArticle11,whetherornottheWorkisfabricated,installed,orcompleted.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:JanuarytO.2013 0073I028StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage28of358.04DeterminationsforWorkPerformedContractorwilldeterminetheactualquantitiesandclassificationsofWorkperformed.City’sProjectRepresentativewillreviewwithContractorthepreliminarydeterminationsonsuchmattersbeforerenderingawrittenrecommendation.City’swrittendecisionwillbefinal(exceptasmodifiedtoreflectchangedfactualconditionsormoreaccuratedata).ARTICLE9-CHANGESINTHEWORK9.01AuthorizedChangesintheWorkA.WithoutinvalidatingtheContractandwithoutnoticetoanysurety,Citymay,atanytimeorfromtimetotime,orderExtraWork.UponnoticeofsuchExtraWork,ContractorshallpromptlyproceedwiththeWorkinvolvedwhichwillbeperformedundertheapplicableconditionsoftheContractDocuments(exceptasotherwisespecificallyprovided).ExtraWorkshallbememorializedbyaParticipatingChangeOrderwhichmayormaynotprecedeanorderofExtrawork.B.ForminorchangesofWorknotrequiringchangestoContractTimeorContractPriceonaprojectwithCityparticipation,aFieldOrdermaybeissuedbytheCity.9.02NotfIcationtoSuretyIftheprovisionsofanybondrequirenoticetobegiventoasuretyofanychangeaffectingthegeneralscopeoftheWorkortheprovisionsoftheContractDocuments(including,butnotlimitedto,ContractPriceorContractTime),thegivingofanysuchnoticewillbeContractor’sresponsibility.TheamountofeachapplicablebondwillbeadjustedbytheContractortoreflecttheeffectofanysuchchange.ARTICLE10-CHANGEOfCONTRACTPRICE;CHANGEOFCONTRACTTIME10.01ChangeofContractPriceA.TheContractPricemayonlybechangedbyaParticipatingChangeOrderforprojectswithCityparticipation.10.02ChangeofContractTimeA.TheContractTimemayonlybechangedbyaParticipatingChangeOrderforprojectswithCityparticipation.10.03DelaysA.IfContractorisdelayed,CityshallnotbeliabletoContractorforanyclaims,costs,losses,ordamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorarbitrationorotherdisputeresolutioncosts)sustainedbyContractoronorinconnectionwithanyotherprojectoranticipatedproject.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-29StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage29of35ARTICLE11-TESTSANDINSPECTIONS;CORRECTION,REMOVALORACCEPTANCEOfDEFECTIVEWORK11.01NoticeofDefectsNoticeofalldefectiveWorkofwhichCityhasactualknowledgewillbegiventoContractor.DefectiveWorkmayberejected,corrected,oracceptedasprovidedinthisArticle13.11.02AccesstoWorkCity,independenttestinglaboratories,andgovernmentalagencieswithjurisdictionalinterestswillhaveaccesstotheSiteandtheWorkatreasonabletimesfortheirobservation,inspection,andtesting.ContractorshallprovidethemproperandsafeconditionsforsuchaccessandadvisethemofContractor’ssafetyproceduresandprogramssothattheymaycomplytherewithasapplicable.11.03TestsandInspectionsA.ContractorshallgiveCitytimelynoticeofreadinessoftheWorkforallrequiredinspections,tests,orapprovalsandshallcooperatewithinspectionandtestingpersonneltofacilitaterequiredinspectionsortests.B.IfContractDocuments,LawsorRegulationsofanypublicbodyhavingjurisdictionrequireanyoftheWork(orpartthereof)tobeinspected,tested,orapproved,Contractorshallassumefullresponsibilityforarrangingandobtainingsuchindependentinspections,tests.retestsorapprovals,payallcostsinconnectiontherewith,andfurnishCitytherequiredcertificatesofinspectionorapproval;excepting,however,thosefeesspecificallyidentifiedintheSupplementaryConditionsoranyTexasDepartmentofLicensureandRegulation(TDLR)inspections,whichshallbepaidasdescribedintheSupplementaryConditions.C.Contractorshallberesponsibleforarrangingandobtainingandshallpayallcostsinconnectionwithanyinspections,tests,re-tests,orapprovalsrequiredforCity’sacceptanceofmaterialsorequipmenttobeincorporatedintheWork;oracceptanceofmaterials,mixdesigns,orequipmentsubmittedforapprovalpriortoContractor’spurchasethereofforincorporationintheWork.Suchinspections,tests,re-tests,orapprovalsshallbeperformedbyorganizationsapprovedbyCity.D.Citymayarrangefortheservicesofanindependenttestinglaboratory(“TestingLab”)toperformanyinspectionsortests(“Testing”)foranypartoftheWork,asdeterminedsolelybyCity.1.CitywillcoordinatesuchTestingtotheextentpossible,withContractor;2.ShouldanyTestingunderthisSection11.03Dresultina“fail”,“didnotpass”orothersimilarnegativeresult,theContractorshallberesponsibleforpayingforanyandallretests.Contractor’scancellationwithoutcauseofCityinitiatedTestingshallbedeemedanegativeresultandrequirearetest.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-30StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage30of353.AnyamountsowedforanyretestunderthisSection11.03DshallbepaiddirectlytotheTestingLabbyContractor.CitywillforwardallinvoicesforreteststoDeveloper/Contractor.4.IfContractorfailstopaytheTestingLab,CitywillnotissuealetterofFinalAcceptanceuntiltheTestingLabisPaidE.IfanyWork(ortheworkofothers)thatistobeinspected,tested,orapprovediscoveredbyContractorwithoutwrittenconcurrenceofCity,Contractorshall,ifrequestedbyCity,uncoversuchWorkforobservation.11.04UncoveringWorkA.IfanyWorkiscoveredcontrarytotheContractDocumentsorspecificinstructionsbytheCity,itmust,ifrequestedbyCity,beuncoveredforCity’sobservationandreplacedatContractor’sexpense.11.05CityMayStoptheWorkIftheWorkisdefective,orContractorfailstosupplysufficientskilledworkersorsuitablematerialsorequipment,orfailstoperformtheWorkinsuchawaythatthecompletedWorkwillconformtotheContractDocuments,CitymayorderContractortostoptheWork,oranyportionthereof,untilthecauseforsuchorderhasbeeneliminated;however,thisrightofCitytostoptheWorkshallnotgiverisetoanydutyonthepartofCitytoexercisethisrightforthebenefitofContractor,anySubcontractor,anySupplier,anyotherindividualorentity,oranysuretyfor,oremployeeoragentofanyofthem.11.06CorrectionorRemovalofDefectiveWorkA.Promptlyafterreceiptofwrittennotice,ContractorshallcorrectalldefectiveWorkpursuanttoanacceptableschedule,whetherornotfabricated,installed,orcompleted,or,iftheWorkhasbeenrejectedbyCity,removeitfromtheProjectandreplaceitwithWorkthatisnotdefective.Contractorshallpayallclaims,costs,additionaltesting,losses,anddamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorarbitrationorotherdisputeresolutioncosts)arisingoutoforrelatingtosuchcorrectionorremoval(includingbutnotlimitedtoallcostsofrepairorreplacementofworkofothers).FailuretorequiretheremovalofanydefectiveWorkshallnotconstituteacceptanceofsuchWork.B.WhencorrectingdefectiveWorkunderthetermsofthisParagraph11.06orParagraph11.07,ContractorshalltakenoactionthatwouldvoidorotherwiseimpairCity’sspecialwarrantyandguarantee,ifany,onsaidWork.11.07CorrectionPeriodA.Ifwithintwo(2)yearsafterthedateofFinalAcceptance(orsuchlongerperiodoftimeasmaybeprescribedbythetermsofanyapplicablespecialguaranteerequiredbytheContractCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-31StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage31of35Documents),anyWorkisfoundtobedefective,oriftherepairofanydamagestothelandorareasmadeavailableforContractor’susebyCityorpermittedbyLawsandRegulationsascontemplatedinParagraph5.10.Aisfoundtobedefective,Contractorshallpromptly,withoutcosttoCityandinaccordancewithCity’swritteninstructions:1.repairsuchdefectivelandorareas;or2.correctsuchdefectiveWork;or3.ifthedefectiveWorkhasbeenrejectedbyCity,removeitfromtheProjectandreplaceitwithWorkthatisnotdefective,and4.satisfactorilycorrectorrepairorremoveandreplaceanydamagetootherWork,totheworkofothersorotherlandorareasresultingtherefrom.B.IfContractordoesnotpromptlycomplywiththetermsofCity’swritteninstructions,orinanemergencywheredelaywouldcauseseriousriskoflossordamage,CitymayhavethedefectiveWorkcorrectedorrepairedormayhavetherejectedWorkremovedandreplaced.Allclaims,costs,losses,anddamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorotherdisputeresolutionCosts)arisingoutoforrelatingtosuchcorrectionorrepairorsuchremovalandreplacement(includingbutnotlimitedtoallcostsofrepairorreplacementofworkofothers)willbepaidbyContractor.C.WheredefectiveWork(anddamagetootherWorkresultingtherefrom)hasbeencorrectedorremovedandreplacedunderthisParagraph11.07,thecorrectionperiodhereunderwithrespecttosuchWorkmayberequiredtobeextendedforanadditionalperiodofoneyearaftertheendoftheinitialcorrectionperiod.Cityshallprovide30dayswrittennoticetoContractorandDevelopershouldsuchadditionalwarrantycoverageberequired.Contractor’sobligationsunderthisParagraph11.07areinadditiontoanyotherobligationorwarranty.TheprovisionsofthisParagraph11.07shallnotbeconstruedasasubstitutefor,orawaiverof,theprovisionsofanyapplicablestatuteoflimitationorrepose.11.0$CityMayCorrectDefectiveWorkA.IfContractorfailswithinareasonabletimeafterwrittennoticefromCitytocorrectdefectiveWork,ortoremoveandreplacerejectedWorkasrequiredbyCityinaccordancewithParagraph11.06.A,orifContractorfailstoperformtheWorkinaccordancewiththeContractDocuments,orifContractorfailstocomplywithanyotherprovisionoftheContractDocuments,Citymay,afterseven(7)dayswrittennoticetoContractorandtheDeveloper,correct,orremedyanysuchdeficiency.B.InexercisingtherightsandremediesunderthisParagraph11.09,Cityshallproceedexpeditiously.Inconnectionwithsuchcorrectiveorremedialaction,CitymayexcludeContractorfromallorpartoftheSite,takepossessionofallorpartoftheWorkandsuspendContractor’sservicesrelatedthereto,andincorporateintheWorkallmaterialsandequipmentincorporatedintheWork,storedattheSiteorforwhichCityhaspaidContractorbutwhichareCITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-32StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage32of35storedelsewhere.ContractorshallallowCity,City’srepresentatives,agents,consultants,employees,andCity’sothercontractors,accesstotheSitetoenableCitytoexercisetherightsandremediesunderthisParagraph.C.Allclaims,costs,losses,anddamages(includingbutnotlimitedtoallfeesandchargesofengineers,architects,attorneys,andotherprofessionalsandallcourtorotherdisputeresolutioncosts)incurredorsustainedbyCityinexercisingtherightsandremediesunderthisParagraph13.09willbechargedagainstContractor,andaChangeOrderwillbeissuedincorporatingthenecessaryrevisionsintheContractDocumentswithrespecttotheWork;andCityshallbeentitledtoanappropriatedecreaseintheContractPrice.D.ContractorshallnotbeallowedanextensionoftheContractTimebecauseofanydelayintheperformanceoftheWorkattributabletotheexerciseofCity’srightsandremediesunderthisParagraph11.09.ARTICLE12-COMPLETION12.01Contractor’sWarrantyofTitleContractorwarrantsandguaranteesthattitletoallWork,materials,andequipmentcoveredbyanyApplicationforPaymentwillpasstoCitynolaterthanthetimeofFinalAcceptanceandshallbefreeandclearofallLiens.12.02PartialUtilizationA.PriortofinalAcceptanceofalltheWork,CitymayuseoroccupyanysubstantiallycompletedpartoftheWorkwhichhasspecificallybeenidentifiedintheContractDocuments,orwhichCity,determinesconstitutesaseparatelyfunctioningandusablepartoftheWorkthatcanbeusedbyCityforitsintendedpurposewithoutsignificantinterferencewithContractor’sperformanceoftheremainderoftheWork.CityatanytimemaynotifyContractorinwritingtopermitCitytouseoroccupyanysuchpartoftheWorkwhichCitydeterminestobereadyforitsintendeduse,subjecttothefollowingconditions:1.ContractoratanytimemaynotifyCityinwritingthatContractorconsidersanysuchpartoftheWorkreadyforitsintendeduse.2.WithinareasonabletimeafternotificationasenumeratedinParagraph14.05.A.1,CityandContractorshallmakeaninspectionofthatpartoftheWorktodetermineitsstatusofcompletion.IfCitydoesnotconsiderthatpartoftheWorktobesubstantiallycomplete.CitywillnotifyContractorinwritinggivingthereasonstherefor.3.PartialUtilizationwillnotconstituteFinalAcceptancebyCity.12.03finalInspectionA.UponwrittennoticefromContractorthattheentireWorkiscompleteinaccordancewiththeContractDocuments:CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-33StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage33of351.within10days,CitywillscheduleaFinalInspectionwithContractor.2.CitywillnotifyContractorinwritingofallparticularsinwhichthisinspectionrevealsthattheWorkisincompleteordefective.ContractorshallimmediatelytakesuchmeasuresasarenecessarytocompletesuchWorkorremedysuchdeficiencies.12.04FinalAcceptanceA.UponcompletionbyContractortoCity’ssatisfaction,ofanyadditionalWorkidentifiedinthefinalInspection,CitywillissuetoContractoraletteroffinalAcceptanceuponthesatisfactionofthefollowing:1.AlldocumentationcalledforintheContractDocuments,includingbutnotlimitedtotheevidenceofinsurancerequiredbyParagraph5.03;2.consentofthesurety,ifany,toFinalAcceptance;3.alistofallpendingorreleasedDamageClaimsagainstCitythatContractorbelievesareunsettled;and4.affidavitsofpaymentsandcompleteandlegallyeffectivereleasesorwaivers(satisfactorytoCity)ofallLienrightsarisingoutoforLiensfiledinconnectionwiththeWork.5.afterallDamageClaimshavebeenresolved:a.directlybytheContractoror;b.ContractorprovidesevidencethattheDamageClaimhasbeenreportedtoContractor’sinsuranceproviderforresolution.6.IssuingFinalAcceptancebytheCityshallnotrelievetheContractorofanyguaranteesorotherrequirementsoftheContractDocumentswhichspecificallycontinuethereafter.ARTICLE13-SUSPENSIONOfWORK13.01CityMaySuspendWorkA.Atanytimeandwithoutcause,CitymaysuspendtheWorkoranyportionthereofbywrittennoticetoContractorandwhichmayfixthedateonwhichWorkwillberesumed.ContractorshallresumetheWorkonthedatesofixed.DuringtemporarysuspensionoftheWorkcoveredbytheseContractDocuments,foranyreason,theCitywillstopcontracttimeonCityparticipationprojects.B.ShouldtheContractornotbeabletocompleteaportionoftheProjectduetocausesbeyondthecontrolofandwithoutthefaultornegligenceoftheContractor,andshoulditbedeterminedbymutualconsentoftheContractorandCitythatasolutiontoallowconstructiontoproceedisnotCITYOfFORTWORTHSTANDARDCITYCONDITIONS—DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-34StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage34of35availablewithinareasonableperiodoftime,ContractormayrequestanextensioninContractTime,directlyattributabletoanysuchsuspension.C.IfitshouldbecomenecessarytosuspendtheWorkforanindefiniteperiod,theContractorshallstoreallmaterialsinsuchamannerthattheywillnotobstructorimpedethepublicunnecessarilynorbecomedamagedinanyway,andheshalltakeeveryprecautiontopreventdamageordeteriorationoftheworkperformed;heshallprovidesuitabledrainageaboutthework,anderecttemporarystructureswherenecessary.ARTICLE14-MISCELLANEOUS14.01GivingNoticeA.WheneveranyprovisionoftheContractDocumentsrequiresthegivingofwrittennotice,itwillbedeemedtohavebeenvalidlygivenif:1.deliveredinpersontotheindividualortoamemberofthefirmortoanofficerofthecorporationforwhomitisintended;or2.deliveredatorsentbyregisteredorcertifiedmail,postageprepaid,tothelastbusinessaddressknowntothegiverofthenotice.B.Businessaddresschangesmustbepromptlymadeinwritingtotheotherparty.C.WhenevertheContractDocumentsspecifiesgivingnoticebyelectronicmeanssuchelectronicnoticeshallbedeemedsufficientuponconfirmationofreceiptbythereceivingparty.14.02ComputationofTimesWhenanyperiodoftimeisreferredtointheContractDocumentsbydays,itwillbecomputedtoexcludethefirstandincludethelastdayofsuchperiod.IfthelastdayofanysuchperiodfallsonaSaturdayorSundayoronadaymadealegalholidaythenextWorkingDayshallbecomethelastdayoftheperiod.14.03CumulativeRemediesThedutiesandobligationsimposedbytheseGeneralConditionsandtherightsandremediesavailablehereundertothepartiesheretoareinadditionto,andarenottobeconstruedinanywayasalimitationof,anyrightsandremediesavailabletoanyorallofthemwhichareotherwiseimposedoravailablebyLawsorRegulations,byspecialwarrantyorguarantee,orbyotherprovisionsoftheContractDocuments.TheprovisionsofthisParagraphwillbeaseffectiveasifrepeatedspecificallyintheContractDocumentsinconnectionwitheachparticularduty,obligation,right,andremedytowhichtheyapply.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 007310-35StandardCityConditionsOfTheConstructionContractForDeveloperAwardedProjectsPage35of3514.04SurvivalofObligationsAllrepresentations,indemnifications,warranties,andguaranteesmadein.requiredby,orgiveninaccordancewiththeContractDocuments,aswellasallcontinuingobligationsindicatedintheContractDocuments,willsurvivefinalpayment,completion,andacceptanceoftheWorkorterminationorcompletionoftheContractorterminationoftheservicesofContractor.14.05HeadingsArticleandparagraphheadingsareinsertedforconvenienceonlyanddonotconstitutepartsoftheseGeneralConditions.CITYOFFORTWORTHSTANDARDCITYCONDITIONS-DEVELOPERAWARDEDPROJECTSRevised:January10,2013 011100-1DAPSUMMARYOFWORKPage1of3ISECTIONO111002SUMMARYOFWORK3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.SummaryofWorktobeperformedinaccordancewiththeContractDocuments7B.DeviationsfromthisCityofFortWorthStandardSpecification81.None.9C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:101.Division0-BiddingRequirements,ContractForms,andConditionsoftheContract112.DivisionI-GeneralRequirements121.2PRICEANDPAYMENTPROCEDURES13A.MeasurementandPayment141.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousitemsbid.15NoseparatepaymentwillbeallowedforthisItem.161.3REFERENCESINOTUSEDI171.4ADMINISTRATIVEREQUIREMENTS18A.WorkCoveredbyContractDocuments191.Workistoincludefurnishingalllabor,materials,andequipment,andperforming20allWorknecessaryforthisconstructionprojectasdetailedintheDrawingsand21Specifications.22B.SubsidiaryWork231.AnyandallWorkspecificallygovernedbydocumentaryrequirementsforthe24project,suchasconditionsimposedbytheDrawingsorContractDocumentsin25whichnospecificitemforbidhasbeenprovidedforintheProposalandtheitemis26notatypicalunitbiditemincludedonthestandardbiditemlist,thentheitemshall27beconsideredasasubsidiaryitemofWork,thecostofwhichshallbeincludedin28thepricebidintheProposalforvariousbiditems.29C.UseofPremises301.CoordinateusesofpremisesunderdirectionoftheCity.312.Assumefullresponsibilityforprotectionandsafekeepingofmaterialsand32equipmentstoredontheSite.333.Useandoccupyonlyportionsofthepublicstreetsandalleys,orotherpublicplaces34orotherrights-of-wayasprovidedforintheordinancesoftheCity,asshowninthe35ContractDocuments,orasmaybespecificallyauthorizedinwritingbytheCity.36a.Areasonableamountoftoots,materials,andequipmentforconstruction37purposesmaybestoredinsuchspace,butnomorethanisnecessarytoavoid38delayintheconstructionoperations.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DeveloperAwardedProjectsCPN10321$RevisedDecember20,2012 011100-2DAPSUMMARYOFWORKPage2of31b.Excavatedandwastematerialsshallbestoredinsuchawayasnottointerfere2withtheuseofspacesthatmaybedesignatedtobeleftfreeandunobstructed3andsoasnottoinconvenienceoccupantsofadjacentproperty.4c.Ifthestreetisoccupiedbyrailroadtracks,theWorkshaltbecarriedoninsuch5mannerasnottointerferewiththeoperationoftherailroad.61)AltWorkshallbeinaccordancewithrailroadrequirementssetforthin7Division0aswellastherailroadpermit.8D.WorkwithinEasements91.Donotenteruponprivatepropertyforanypurposewithouthavingpreviously10obtainedpermissionfromtheownerofsuchproperty.112.Donotstoreequipmentormaterialonprivatepropertyunlessanduntilthe12specifiedapprovalofthepropertyownerhasbeensecuredinwritingbythe13ContractorandacopyfurnishedtotheCity.143.Unlessspecificallyprovidedotherwise,clearallrights-of-wayoreasementsof15obstructionswhichmustberemovedtomakepossibleproperprosecutionofthe16Workasapartoftheprojectconstructionoperations.174.Preserveanduseeveryprecautiontopreventdamageto,alltrees,shrubbery.plants,1$lawns,fences,culverts,curbing,andallothertypesofstructuresorimprovements,19toallwater,sewer,andgaslines,toallconduits,overheadpolelines,or20appurtenancesthereof,includingtheconstructionoftemporaryfencesandtoalt21otherpublicorprivatepropertyadjacenttotheWork.225.Notifytheproperrepresentativesoftheownersoroccupantsofthepublicorprivate23landsofinterestinlandswhichmightbeaffectedbytheWork.24a.Suchnoticeshattbemadeatleast4$hoursinadvanceofthebeginningofthe25Work.26b.Noticesshallbeapplicabletobothpublicandprivateutilitycompaniesandany27corporation,company,individual,orother,eitherasownersoroccupants,28whoselandorinterestinlandmightbeaffectedbytheWork.29c.Beresponsibleforalldamageorinjurytopropertyofanycharacterresulting30fromanyact,omission,neglect,ormisconductinthemannerormethodor31executionoftheWork,oratanytimeduetodefectivework,material,or32equipment.336.Fence34a.RestoreallfencesencounteredandremovedduringconstructionoftheProject35totheoriginalorabetterthanoriginalcondition.36b.ErecttemporaryfencinginplaceofthefencingremovedwhenevertheWorkis37notinprogressandwhenthesiteisvacatedovernight,and/oratalltimesto38providesitesecurity.39c.Thecostforallfenceworkwithineasements,includingremoval,temporary40closuresandreplacement,shallbesubsidiarytothevariousitemsbidinthe41projectproposal,unlessabiditemisspecificallyprovidedintheproposal.CITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DeveloperAwardedProjectsCPN103218RevisedDecember20,2012 011100-3DAPSUMMARYOFWORKPage3of311.5SUBMITTALS[NOTUSED]21.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSED]31.7CLOSEOUTSUBMITTALS[NOTUSED]41.8MAINTENANCEMATERIALSUBMITTALS[NOTUSEDJ51.9QUALITYASSURANCE[NOTUSEDJ61.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]71.11FIELD[SITEJCONDITIONS[NOTUSED]$1.12WARRANTYINOTUSED]9PART2-PRODUCTS[NOTUSEDJ10PART3-EXECUTION[NOTUSED]iiENDOFSECTION12RevisionLogDATENAMESUMMARYOFCHANGE13CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DeveloperAwardedProjectsCPN10321$RevisedDecember20,2012 012500-IDAPSUBSTITUTIONPROCEDURESPage1of4SECTION0125002SUBSTITUTIONPROCEDURES3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Theprocedureforrequestingtheapprovalofsubstitutionofaproductthatisnot7equivalenttoaproductwhichisspecifiedbydescriptiveorperformancecriteriaor$definedbyreferenceto1ormoreofthefoltowing:9a.Nameofmanufacturer10b.Nameofvendoriic.Tradename12d.Catalognumber132.Substitutionsarenot“or-equals”.14B.DeviationsfromthisCityoffortWorthStandardSpecification151.None.16C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:171.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract182.Divisioni—GeneralRequirements191.2PRICEANDPAYMENTPROCEDURES20A.MeasurementandPayment211.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousitemsbid.No22separatepaymentwillbeallowedforthis[tern.231.3REFERENCESINOTUSED]241.4ADMINISTRATIVEREQUIREMENTS25A.RequestforSubstitution-General261.Within30daysafterawardofContract(unlessnotedotherwise),theCitywill27considerformalrequestsfromContractorforsubstitutionofproductsinplaceof28thosespecified.292.CertaintypesofequipmentandkindsofmaterialaredescribedinSpecificationsby30meansofreferencestonamesofmanufacturersandvendors,tradenames,orcatalog31numbers.32a.Whenthismethodofspecifyingisused,itisnotintendedtoexcludefrom33considerationotherproductsbearingothermanufacturer’sorvendor’snames,34tradenames,orcatalognumbers,providedsaidproductsare“or-equals,”as35determinedbyCity.363.Othertypesofequipmentandkindsofmaterialmaybeacceptablesubstitutions37underthefollowingconditions:3$a.Or-equalsareunavailableduetostrike,discontinuedproductionofproducts39meetingspecifiedrequirements,orotherfactorsbeyondcontrolofContractor;40or,CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 012500-2DAPSUBSTITUTIONPROCEDURESPage2of4b.Contractorproposesacostand/ortimereductionincentivetotheCity.21.5SUBMITTALS3A.SeeRequestforSubstitutionForm(attached)4B.ProcedureforRequestingSubstitution51.Substitutionshallbeconsideredonly:6a.AfterawardofContract7b.Undertheconditionsstatedherein82.Submit3copiesofeachwrittenrequestforsubstitution,including:9a.Documentation10)CompletedatasubstantiatingcomplianceofproposedsubstitutionwithContractDocuments122)Datarelatingtochangesinconstructionschedule,whenareductionis13proposed143)Datarelatingtochangesincost15b.forproducts161)Productidentification17a)Manufacturer’sname18b)Telephonenumberandrepresentativecontactname19c)SpecificationSectionorDrawingreferenceoforiginallyspecified20product,includingdiscretenameortagnumberassignedtooriginal21productintheContractDocuments222)Manufacturer’sliteratureclearlymarkedtoshowcomplianceofproposed23productwithContractDocuments243)Itemizedcomparisonoforiginalandproposedproductaddressingproduct25characteristicsincluding,butnotnecessarilylimitedto:26a)Size27b)Compositionormaterialsofconstruction28c)Weight29d)Electricalormechanicalrequirements304)Productexperience31a)Locationofpastprojectsutilizingproduct32b)Nameandtelephonenumberofpersonsassociatedwithreferenced33projectsknowledgeableconcerningproposedproduct34c)Availablefielddataandreportsassociatedwithproposedproduct355)Samples36a)ProvideatrequestofCity.37b)SamplesbecomethepropertyoftheCity.38c.Forconstructionmethods:391)Detaileddescriptionofproposedmethod402)ILlustrationdrawings41C.ApprovalorRejection421.WrittenapprovalorrejectionofsubstitutiongivenbytheCity432.Cityreservestherighttorequireproposedproducttocomplywithcolorandpattern44ofspecifiedproductifnecessarytosecuredesignintent.453.Intheeventthesubstitutionisapproved,ifareductionincostortimeresults,itwill46bedocumentedbyChangeOrder.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 012500-3DAPSUBSTITUTIONPROCEDURESPage3of414.Substitutionwillberejectedif:2a.SubmittalisnotthroughtheContractorwithhisstampofapproval3b.RequestisnotmadeinaccordancewiththisSpecificationSection4c.IntheDeveloper’sopinion,acceptancewillrequiresubstantialrevisionofthe5originaldesign6d.IntheCity’sorDeveloper’sopinion,substitutionwillnotperformadequately7thefunctionconsistentwiththedesignintent81.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDJ91.7CLOSEOUTSUBMITTALStNOTUSED]101.8MAINTENANCEMATERIALSUBMITTALSFNOTUSED]111.9QUALITYASSURANCE12A.Inmakingrequestforsubstitutionorinusinganapprovedproduct,theContractor13representsthattheContractor:141.Hasinvestigatedproposedproduct,andhasdeterminedthatitisadequateor15superiorinallrespectstothatspecified,andthatitwillperformfunctionforwhichit16isintended172.Willprovidesameguaranteeforsubstituteitemasforproductspecified183.WillcoordinateinstallationofacceptedsubstitutionintoWork,toincludebuilding19modificationsifnecessaty,makingsuchchangesasmayberequiredforWorktobe20completeinallrespects214.Waivesallclaimsforadditionalcostsrelatedtosubstitutionwhichsubsequently22arise231.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]241.11FIELD[SITEJCONDITIONS[NOTUSEDJ251.12WARRANTY[NOTUSED]26PART2-PRODUCTS[NOTUSED]27PART3-EXECUTIONLNOTUSED]282930CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013ENDOFSECTION 012500-4DAPSUBSTITUTIONPROCEDURESPage4of4EXHIBITA2REQUESTFORSUBSTITUTIONFORM:34TO:5PROJECT:_________________________________DATE:________________________6Weherebysubmitforyourconsiderationthefollowingproductinsteadofthespecifieditemfor7theaboveproject:8SECTIONPARAGRAPHSPECIFIEDITEM91011ProposedSubstitution:________________________________________________________________________12ReasonforSubstitution:______________________________________________________________________13IncludecompleteinformationonchangestoDrawingsand/orSpecificationswhichproposed14substitutionwillrequireforitsproperinstallation.1516FillinBlanksBelow:17A.Willtheundersignedcontractorpayforchangestothebuildingdesign,includingengineering18anddetailingcostscausedbytherequestedsubstitution?192021B.Whateffectdoessubstitutionhaveonothertrades?222324C.Differencesbetweenproposedsubstitutionandspecifieditem?252627D.Differencesinproductcostorproductdeliverytime?282930E.Manufacturer’sguaranteesoftheproposedandspecifieditemsare:3132_______Equal_______Better(explainonattachment)33Theundersignedstatesthatthefunction,appearanceandqualityareequivalentorsuperiortothe34specifieditem.35SubmittedBy:ForUsebyCity3637Signature______________________________RecommendedRecommended38asnoted3940Firm__________________________________NotrecommendedReceivedlate41Address_____________________________By_______________________________________42Date___________________________________________43Date____________________________________Remarks________________________________________44TeLephone_______________________________________________________________________________45________________________________________________46ForUsebyCity:4748_______Approved_______Rejected49City____________________________________Date___________________________________________CITYOFFORTWORTKSanitarySewerImprovementstoserveNationalBaikoTexasSTANDARDCONSTRUCTtONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013119-1DAPPRECONSTRUCTIONMEETINGPageIof3ISECTION0131192PRECONSTRUCTIONMEETING3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.ProvisionsforthepreconstructionmeetingtobeheldpriortothestartofWorkto7clarifyconstructioncontractadministrationprocedures8B.DeviationsfromthisCityoffortWorthStandardSpecification91.NoconstructionschedulerequiredunlessrequestedbytheCity.10C.RelatedSpecificationSectionsinctude,butarenotnecessarilylimitedto:111.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract122.Division1—GeneralRequirements131.2PRICEANDPAYMENTPROCEDURES14A.MeasurementandPayment151.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousitemsbid.16NoseparatepaymentwillbeallowedforthisItem.I71.3REFERENCEStNOTUSED]181.4ADMINISTRATIVEREQUIREMENTS19A.Coordination201.Attendpreconstructionmeeting.212.RepresentativesofContractor,subcontractorsandsuppliersattendingmeetings22shallbequalifiedandauthorizedtoactonbehalfoftheentityeachrepresents.233.MeetingadministeredbyCitymaybetaperecorded.24a.Ifrecorded,tapeswillbeusedtoprepareminutesandretainedbyCityfor25futurereference.26B.PreconstructionMeeting271.Apreconstructionmeetingwillbeheldwithin14daysafterthedeliveryofthe28distributionpackagetotheCity.29a.ThemeetingwillbescheduledandadministeredbytheCity.302.TheProjectRepresentativewillpresideatthemeeting,preparethenotesofthe31meetinganddistributecopiesofsametoallparticipantswhosorequestbyfully32completingtheattendanceformtobecirculatedatthebeginningofthemeeting.333.Attendanceshallinclude:34a.DeveloperandConsultant35b.Contractor’sprojectmanager36c.Contractor’ssuperintendent37d.AnysubcontractororsupplierrepresentativeswhomtheContractormaydesire38toinviteortheCitymayrequestCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAugust30,2013 013119-2DAPPRECONSTRUCTIONMEET[NGPage2of3Ie.OtherCityrepresentatives2f.Othersasappropriate34.PreliminaryAgendamayinclude:4a.IntroductionofProjectPersonnel5b.GeneralDescriptionofProject6c.Statusofright-of-way,utilityclearances,easementsorotherpertinentpermits7d.Contractor’sworkplanandschedule$e.ContractTime9f.NoticetoProceed10g.ConstructionStaking11Ft.ProgressPayments12i.ExtraWorkandChangeOrderProcedures13j.FieldOrders14k.DisposalSiteLetterforWasteMaterial151.InsuranceRenewals16m.PayrollCertification17n.MaterialCertificationsandQualityControlTesting18o.PublicSafetyandConvenience19p.DocumentationofPre-ConstructionConditions20q.WeekendWorkNotification21r.LegalHolidays22s.TrenchSafetyPlans23t.ConfinedSpaceEntryStandards24u.CoordinationwiththeCity’srepresentativeforoperationsofexistingwater25systems26v.StormWaterPollutionPreventionPlan27w.CoordinationwithotherContractors28x.EarlyWarningSystem29y.ContractorEvaluation30z.SpecialConditionsapplicabletotheproject31aa.DamagesClaims32bb.SubmittalProcedures33cc.SubstitutionProcedures34dd.CorrespondenceRouting35ee.RecordDrawings36ff.Temporatyconstructionfacilities37gg.MBE/SBEprocedures3$hh.FinalAcceptance39ii.FinalPayment40jj.QuestionsorCommentsCITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAugust30,2013 SUBMITTALStNOTUSED]ACTIONSUBMITTALS/INFORMATIONALSUBMITTALStNOTUSEDJCLOSEOUTSUBMITTALS[NOTUSEDJMAINTENANCEMATERIALSUBMITTALS[NOTUSEDJQUALITYASSURANCE[NOTUSEDJDELIVERY,STORAGE,ANDHAMLING[NOTUSED]FIELDLSITEICONDITIONS[NOTUSED]WARRANTY[NOTUSEDJCITYOFFORTWORTHSanitatySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013013119-3DAPPRECONSTRUCTIONMEETINGPage3of31.521.631.741.851.961.1071.1181.129PART2-PRODUCTStNOTUSED]10PART3-EXECUTION[NOTUSED]11ENDOFSECTION1213 013233-DAPPRECONSTRUCTIONVIDEOPageIof2SECTION0132332PRECONSTRUCTIONVIDEO3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Administrativeandproceduralrequirementsfor:7a.PreconstructionVideos8B.DeviationsfromthisCityoffortWorthStandardSpecification91.Thoughnotmandatory,itishighlyrecommendedoninfihldeveloperprojects.10C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:111.Division0—BiddingRequirements,ContractformsandConditionsoftheContract122.Division1—GeneralRequirements131.2PRICEANDPAYMENTPROCEDURES14A.MeasurementandPayment151.WorkassociatedwiththisItemisconsideredsubsidiary’tothevariousitemsbid.16NoseparatepaymentwillbeallowedforthisItem.171.3REFERENCEStNOTUSED]181.4ADMINISTRATIVEREQUIREMENTS19A.PreconstructionVideo201.Produceapreconstructionvideoofthesite/alignment,includingaltareasinthe21vicinityofandtobeaffectedbyconstruction.22a.ProvidedigitalcopyofvideouponrequestbytheCity.232.Retainacopyofthepreconstructionvideountiltheendofthemaintenancesurety24period.251.5SUBMITTALSLNOTUSEDJ261.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALSFNOTUSED]271.7CLOSEOUTSUBMITTALS[NOTUSEDJ2$1.8MAINTENANCEMATERIALSUBMITTALS[NOTUSED]291.9QUALITYASSURANCEINOTUSED]301.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]311.11FIELD[SITE]CONDITIONS[NOTUSED]321.12WARRANTY[NOTUSED]33PART2-PRODUCTS[NOTUSED]CITYOFFORTWORTHSanitarySewerImprovementstoserveNationatBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAugust30,2013 013233-2DAPPRECONSTRUCTIONVIDEOPage2of2PART3-EXECUTIONINOTUSED]ENDOfSECTION3RevisionLogDATENAMESUMMARYOFCHANGE4CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-1DAPSUBMITTALSPage1of$SECTION0133002DAPSUBMITTALS3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Generalmethodsandrequirementsofsubmissionsapplicabletothefollowing7Work-relatedsubmittals:$a.ShopDrawings9b.ProductData(includingStandardProductListsubmittals)10c.Samples11d.MockUps12B.DeviationsfromthisCityofFortWorthStandardSpecification131.None.14C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:151.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract162.DivisionI—GeneralRequirements171.2PRICEANDPAYMENTPROCEDURESitA.MeasurementandPayment191.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousitemsbid.20NoseparatepaymentwillbeallowedforthisItem.211.3REFERENCESLNOTUSED]221.4ADMINISTRATIVEREQUIREMENTS23A.Coordination241.NotifytheCityinwriting,atthetimeofsubmittal,ofanydeviationsinthe25submittalsfromtherequirementsoftheContractDocuments.262.CoordinationofSubmittalTimes27a.Prepare,prioritizeandtransmiteachsubmittalsufficientlyinadvanceof2$performingtherelatedWorkorotherapplicableactivities,orwithinthetime29specifiedintheindividualWorkSections,oftheSpecifications.30b.Contractorisresponsiblesuchthattheinstatlationwillnotbedelayedby31processingtimesincluding,butnotlimitedto:32a)Disapprovalandresubmittat(ifrequired)33b)Coordinationwithothersubmiftals34c)Testing35d)Purchasing36e)Fabrication37f)Delivery3$g)Similarsequencedactivities39c.NoextensionoftimewiltbeauthorizedbecauseoftheContractor’sfailureto40transmitsubmittatssufficientlyinadvanceoftheWork.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-2DAPSUBMITTALSPage2of8d.Makesubmittalspromptlyinaccordancewithapprovedschedule,andinsuch2sequenceastocausenodelayintheWorkorintheworkofanyother3contractor.4B.SubmittalNumbering51.Whensubmittingshopdrawingsorsamples,utilizea9-charactersubmittalcross-6referenceidentificationnumberingsysteminthefollowingmanner:7a.Usethefirst6digitsoftheapplicableSpecificationSectionNumber.$b.Forthenext2digitsnumberusenumbers01-99tosequentiallynumbereach9initialseparateitemordrawingsubmittedundereachspecificSectionnumber.10c.Lastusealetter,A-Z,indicatingtheresubrnissionofthesamedrawing(i.e.11A2ndsubmission,B3rdsubmission,C’4thsubmission,etc.).Atypical12submittalnumberwouldbeasfollows:1314033000-08-B15161)033000istheSpecificationSectionforConcrete172)0$istheeighthinitialsubmittalunderthisSpecificationSection183)Bisthethirdsubmission(secondresubmission)ofthatparticularshop19drawing20C.ContractorCertification211.Reviewshopdrawings,productdataandsamples,includingthoseby22subcontractors,priortosubmissiontodetermineandverifythefollowing:23a.fieldmeasurements24b.Fieldconstructioncriteria25c.Catalognumbersandsimilardata26U.ConformancewiththeContractDocuments272.Provideeachshopdrawing,sampleandproductdatasubmittedbytheContractor28withaCertificationStatementaffixedincluding:29a.TheContractor’sCompanyname30b.Signatureofsubmittalreviewer31c.CertificationStatement321)“Bythissctbmittal,IherebyrepresentthatIhavedeterminedandverified33fieldmeasurements,fieldconstructioncriteria,materials,dimensions,34catalognumbersandsimilardataandIhavecheckedandcoordinatedeach35itemwithotherapplicableapprovedshopdrawings.”36D.SubmittalFormat371.Foldshopdrawingslargerthan8V2inchesx11inchesto$V2inchesx11inches.382.Bindshopdrawingsandproductdatasheetstogether.393.Order40a.CoverSheet411)DescriptionofPacket422)ContractorCertification43b.Listofitems!TableofContents44c.ProductData/ShopDrawings/Samples/Calculations45E.SubmittalContent461.ThedateofsubmissionandthedatesofanyprevioussubmissionsCITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAugust30,2013 013300-3DAPSUBMITTALSPage3of812.TheProjecttitleandnumber23.Contractoridentification34.Thenamesof:4a.Contractor5b.Supplier6c.Manufacturer75.Identificationoftheproduct,withtheSpecificationSectionnumber,pageand8paragraph(s)96.fielddimensions,clearlyidentifiedassuch107.RelationtoadjacentorcriticalfeaturesoftheWorkormaterials118.Applicablestandards,suchasASTMorFederalSpecificationnumbers129.IdentificationbyhighlightingofdeviationsfromContractDocuments1310.Identificationbyhighlightingofrevisionsonresubmittals14ii.An8-inchx3-inchblankspaceforContractorandCitystamps15F.ShopDrawings161.AsspecifiedinindividualWorkSectionsincludes,butisnotnecessarilylimitedto:17a.Custom-prepareddatasuchasfabricationanderection/installation(working)18drawings19b.Scheduledinformation20c.Settingdiagrams21d.Actualshopworkmanufacturinginstructions22e.Customtemplates23f.Specialwiringdiagrams24g.Coordinationdrawings25h.Individualsystemorequipmentinspectionandtestreportsincluding:261)Performancecurvesandcertifications27i.AsapplicabletotheWork282.Details29a.Relationofthevariouspartstothemainmembersandlinesofthestructure30b.WherecorrectfabricationoftheWorkdependsuponfieldmeasurements311)Providesuchmeasurementsandnoteonthedrawingspriortosubmitting32forapproval.33G.ProductData341.ForsubmittalsofproductdataforproductsincludedontheCity’sStandardProduct35List,cleartyidentifyeachitemselectedforuseontheProject.362.ForsubmittalsofproductdataforproductsincludedontheCity’sStandard37ProductList,submittaldatamayinclude,butisnotnecessarilylimitedto:38a.Standardprepareddataformanufacturedproducts(sometimesreferredtoas39catalogdata)401)Suchasthemanufacturer’sproductspecificationandinstallation41instructions422)Availabilityofcolorsandpatterns433)Manufacturer’sprintedstatementsofcompliancesandapplicability444)Roughing-indiagramsandtemplates455)Catalogcuts466)ProductphotographsCtTYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAugust30,2013 013300-4DAPSUBMITTALSPage4of817)Standardwiringdiagrams2$)Printedperformancecurvesandoperational-rangediagrams39)ProductionorquaLitycontrolinspectionandtestreportsandcertifications410)Millreports511)Productoperatingandmaintenanceinstructionsandrecommended6spare-partslistingandprintedproductwarranties712)AsapplicabletotheWork8H.Samples91.AsspecifiedinindividualSections,include,butarenotnecessarilylimitedto:10a.PhysicalexamplesoftheWorksuchas:111)SectionsofmanufacturedorfabricatedWork122)Smallcutsorcontainersofmaterials133)Completeunitsofrepetitivelyusedproductscolor/texture/patternswatches14andrangesets154)Specimensforcoordinationofvistialeffect165)GraphicsymbolsandunitsofWorktobeusedbytheCityforindependent17inspectionandtesting,asapplicabletotheWork181.DonotstartWorkrequiringashopdrawing,sampleorproductdatanoranymaterialto19befabricatedorinstalledpriortotheapprovalorqualifiedapprovalofsuchitem.201.fabricationperformed,materialspurchasedoron-siteconstructionaccomplished21whichdoesnotconformtoapprovedshopdrawingsanddataisattheContractors22risk.232.TheCitywillnotbeliableforanyexpenseordelayduetocorrectionsorremedies24requiredtoaccomplishconformity.253.CompleteprojectWork,materials,fabrication,andinstallationsinconformance26withapprovedshopdrawings,applicablesamples,andproductdata.27J.SubmittalDistribution2$1.ElectronicDistribution29a.ConfirmdevelopmentofProjectdirectoryforelectronicsubmittalstobe30uploadedtoCity’sBuzzsawsite,oranotherexternalFTPsiteapprovedbythe31City.32b.ShopDrawings331)Uploadsubmittaltodesignatedprojectdirectoryandnotifyappropriate34Cityrepresentativesviaemailofsubmittalposting.352)HardCopies36a)3copiesforallsubmittals37b)tfContractorrequiresmorethanIhardcopyofShopDrawings38returned,Contractorshallsubmitmorethanthenumberofcopieslisted39above.40c.ProductData411)Uploadsubmittaltodesignatedprojectdirectoryandnotifyappropriate42Cityrepresentativesviaemailofsubmittalposting.432)HardCopies44a)3copiesforallsubmittals45d.Samples461)DistributedtotheProjectRepresentative472.HardCopyDistribution(ifrequiredinlieuofelectronicdistribution)CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-5DAPSUBMITTALSPage5of$Ia.ShopDrawings21)DistributedtotheCity32)Copies4a)8copiesformechanicalsubmittals5b)7copiesforallothersubmittats6c)IfContractorrequiresmorethan3copiesofShopDrawingsreturned,7Contractorshallsubmitmorethanthenumberofcopieslistedabove.8b.ProductData91)DistributedtotheCity102)Copies11a)4copies12c.Samples131)DistributedtotheProjectRepresentative142)Copies15a)SubmitthenumberstatedintherespectiveSpecificationSections.163.Distributereproductionsofapprovedshopdrawingsandcopiesofapproved17productdataandsamples,whererequired,tothejobsitefileandelsewhereas12directedbytheCity.19a.ProvidenumberofcopiesasdirectedbytheCitybutnotexceedingthenumber20previouslyspecified.21K.SubmittalReview221.Thereviewofshopdrawings,dataandsampleswillbeforgeneralconformance23withthedesignconceptandContractDocuments.Thisisnottobeconstruedas:24a.PermittinganydeparturefromtheContractrequirements25b.RelievingtheContractorofresponsibilityforanyerrors,includingdetails,26dimensions,andmaterials27c.ApprovingdeparturesfromdetailsfurnishedbytheCity,exceptasotherwise28providedherein292.Thereviewandapprovalofshopdrawings,samplesorproductdatabytheCity30doesnotreLievetheContractorfromhis/herresponsibilitywithregardtothe31fulfillmentofthetermsoftheContract.32a.AllrisksoferrorandomissionareassumedbytheContractor,andtheCitywill33havenoresponsibilitytherefore.343.TheContractorremainsresponsiblefordetailsandaccuracy,forcoordinatingthe35Workwithallotherassociatedworkandtrades,forselectingfabricationprocesses,36fortechniquesofassemblyandforperformingWorkinasafemanner.374.Iftheshopdrawings,dataorsamplesassubmitteddescribevariationsandshowa3$departurefromtheContractrequirementswhichCityfindstobeintheinterestof39theCityandtobesominorasnottoinvolveachangeinContractPriceortimefor40performance,theCitymayreturntherevieweddrawingswithoutnotingan41exception.425.SubmittalswillbereturnedtotheContractorunderIofthefollowingcodes:43a.CodeI441)“NOEXCEPTIONSTAKEN’isassignedwhentherearenonotationsor45commentsonthesubmittal.46a)WhenreturnedunderthiscodetheContractormayreleasethe47equipmentand/ormaterialformanufacture.48b.Code2CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-6DAPSUBMITTALSPage6of8II)“EXCEPTIONSNOTED”.Thiscodeisassignedwhenaconfirmationof2thenotationsandcommentsISNOTrequiredbytheContractor.3a)TheContractormayreleasetheequipmentormaterialformanufacture;4however.allnotationsandcommentsmustbeincorporatedintothe5finalproduct.6c.Code371)“EXCEPTIONSNOTED/RESUBMIT”.Thiscombinationofcodesis8assignedwhennotationsandcommentsareextensiveenoughtorequirea9resubmittalofthepackage.10a)TheContractormayreleasetheequipmentormaterialformanufacture;IIhowever,allnotationsandcommentsmustbeincorporatedintothe12finalproduct.13b)Thisresubmittalistoaddressallcomments,omissionsand14non-conformingitemsthatwerenoted.15c)ResubmittatistobereceivedbytheCitywithin15CalendarDaysof16thedateoftheCity’stransmittalrequiringtheresubmittal.17d.Code4181)“NOTAPPROVED”isassignedwhenthesubmittaldoesnotmeetthe19intentoftheContractDocuments.20a)TheContractormustresubmittheentirepackagerevisedtobringthe21submittalintoconformance.22b)Itmaybenecessarytoresubmitusingadifferentmanufacturer/vendor23tomeettheContractDocuments.246.Resubmittals25a.Handledinthesamemannerasfirstsubmittals261)CorrectionsotherthanrequestedbytheCity272)Markedwithrevisiontriangleorothersimilarmethod28a)AtContractor’sriskifnotmarked29b.SubmittalsforeachitemwillbereviewednomorethantwiceattheCity’s30expense.311)AllsubseqitentreviewswillbeperformedattimesconvenienttotheCity32andattheContractor’sexpense,basedontheCity’sorCity33Representative’sthenprevailingrates.342)ProvideContractorreimbursementtotheCitywithin30CalendarDaysfor35allsuchfeesinvoicedbytheCity.36c.TheneedformorethanIresubmissionoranyotherdelayinobtainingCity’s37reviewofsubmittals,willnotentitletheContractortoanextensionofContract3$Time.397.PartialSubmittals40a.Cityreservestherighttonotreviewsubmittalsdeemedpartial,attheCity’s41discretion.42b.SubmittalsdeemedbytheCitytobenotcompletewillbereturnedtothe43Contractor,andwillbeconsidered“NotApproved”untilresubmitted.44c.TheCitymayatitsoptionprovidealistormarkthesubmittaldirectingthe45Contractortotheareasthatareincomplete.468.IftheContractorconsidersanycorrectionindicatedontheshopdrawingsto47constituteachangetotheContractDocuments,thenwrittennoticemustbe4$providedthereoftotheDeveloperatleast7CalendarDayspriortoreleasefor49manufacture.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-7DAPSUBMITTALSPage7of819.WhentheshopdrawingshavebeencompletedtothesatisfactionoftheCity,the2Contractormaycarryouttheconstructioninaccordancetherewithandnofurther3changesthereinexceptuponwritteninstructionsfromtheCity.410.Eachsubmittal,appropriatelycoded,willbereturnedwithin30CalendarDays5followingreceiptofsubmittalbytheCity.6L.Mockups71.MockUpunitsasspecifiedinindividualSections,include,butarenotnecessarily8limitedto,completeunitsofthestandardofacceptanceforthattypeofWorktobe9usedontheProject.RemoveatthecompletionoftheWorkorwhendirected.10M.Qualifications111.IfspecificallyrequiredinotherSectionsoftheseSpecifications,submitaP.E.12Certificationforeachitemrequired.13N.RequestforInformation(Rf1)141.ContractorRequestforadditionalinformation15a.Clarificationorinterpretationofthecontractdocuments16b.WhentheContractorbelievesthereisaconflictbetweenContractDocuments17c.WhentheContractorbelievesthereisaconflictbetweentheDratvingsand1$Specifications191)Identif,’theconflictandrequestclarification202.Sufficientinformationshallbeattachedtopermitawrittenresponsewithoutfurther21information.22232425261.5SUBMITTALS[NOTUSED]271.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS(NOTUSEDJ281.7CLOSEOUTSUBMITTALS(NOTUSEDJ291.8MAINTENANCEMATERIALSUBMITTALS[NOTUSEDI301.9QUALITYASSURANCE(NOTUSEDJ311.10DELIVERY,STORAGE,ANDHANDLING(NOTUSED]321.11FIELD[SITE]CONDITIONS(NOTUSEDI331.12WARRANTY(NOTUSED]CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 013300-8DAPSUBMITTALSPage$of8IPART2-PRODUCTS[NOTUSEDJ2PART3-EXECUTION[NOTUSEDJ3ENDOFSECTION4RevisionLogDATENAMESUMMARYOfCHANGE12/20/2012D.Johnson1.4.K.8.WorkingDaysmodifiedtoCalendarDaysCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedAugust30,2013 014523DAPTESTINGANDINSPECTIONSERVICESPage1of2SECTION014523TESTINGANDINSPECTIONSERVICESPART1-GENERAL1.1SUMMARYA.SectionIncludes:1.TestingandinspectionservicesproceduresandcoordinationB.DeviationsfromthisCityoffortWorthStandardSpecification1.None.C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:1.Division0—BiddingRequirements,ContractformsandConditionsoftheContract2.Division1—GeneralRequirements1.2PRICEANDPAYMENTPROCEDURESA.MeasurementandPayment1.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.NoseparatepaymentwillbeallowedforthisItem.a.Contractorisresponsibleforperforming,coordinating,andpaymentofallQualityControltesting.b.CityisresponsibleforperformingandpaymentforfirstsetofQualityAssurancetesting.1)IfthefirstQualityAssurancetestperformedbytheCityfails,theContractorisresponsibleforpaymentofsubsequentQualityAssurancetestinguntilapassingtestoccurs.a)FinalacceptancewillnotbeissuedbyCityuntilallrequiredpaymentsfortestingbyContractorhavebeenpaidinfull.1.3REFERENCES[NOTUSED]1.4ADMINISTRATIVEREQUIREMENTSA.Testing1.CompletetestinginaccordancewiththeContractDocuments.2.Coordinationa.WhentestingisrequiredtobeperformedbytheCity,notifyCity,sufficientlyinadvance,whentestingisneeded.b.WhentestingisrequiredtobecompletedbytheContractor,notifyCity,sufficientlyinadvance,thattestingwillbeperformed.3.DistributionofTestingReportsa.ElectronicDistribution1)ConfirmdevelopmentofProjectdirectoryforelectronicsubmittalstobeuploadedtotheCity’sdocumentmanagementsystem,oranotherformofdistributionapprovedbytheCity.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 014523DAPTESTINGANDINSPECTIONSERVICESPage2of22)UploadtestreportstodesignatedprojectdirectoryandnotifyappropriateCityrepresentativesviaemailofsubmittalposting.3)HardCopiesa)1copyforallsubmittalssubmittedtotheProjectRepresentativeb.HardCopyDistribution(ifrequiredinlieuofelectronicdistribution)1)TestsperformedbyCitya)DistributeIhardcopytotheContractor2)TestsperformedbytheContractora)Distribute3hardcopiestoCity’sProjectRepresentative4.ProvideCity’sProjectRepresentativewithtripticketsforeachdeliveredloadofConcreteorLimematerialincludingthefollowinginformation:a.Nameofpitb.Dateofdeliveryc.MaterialdeliveredB.Inspection1.InspectionorlackofinspectiondoesnotrelievetheContractorfromobligationtoperformworkinaccordancewiththeContractDocuments.1.5SUBMITTALS[NOTUSEDJ1.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSED]1.7CLOSEOUTSUBMITTALSLNOTUSED]1.8MAINTENANCEMATERIALSUBMITTALSLNOTUSED]1.9QUALITYASSURANCE[NOTUSED]1.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]1.11FIELD[SITE]CONDITIONS[NOTUSEDJ1.12WARRANTY[NOTUSEDJPART2-PRODUCTS[NOTUSED]PART3-EXECUTIONENOTUSED]ENDOFSECTIONRevisionLogDATENAMESUMMARYOfCHANGERemovedreferencetoBuzzsawandnotedthatelectronicsubmittalsbeuploaded03/20/2020DV.MaganathroughtheCity’sdocumentmanagementsystem.CITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPNt03218RevisedMarch20,2020 015000-1DAPTEMPORARYFACILITIESANDCONTROLSPage1of4ISECTION0150002TEMPORARYFACILITIESANDCONTROLS3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.ProvidetemporaryfacilitiesandcontrolsneededfortheWorkincluding,butnot7necessarilylimitedto:$a.Temporaryutilities9b.Sanitaryfacilities10c.StorageShedsandBuildings11d.Dustcontrol12e.Temporaryfencingoftheconstructionsite13B.DeviationsfromthisCityoffortWorthStandardSpecification141.None.15C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:161.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract172.Division1—GeneralRequirements181.2PRICEANDPAYMENTPROCEDURES19A.MeasurementandPayment201.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.21NoseparatepaymentwillbeallowedforthisItem.221.3REFERENCES[NOTUSEDJ231.4ADMINISTRATIVEREQUIREMENTS24A.TemporaryUtilities251.ObtainingTemporaryService26a.Makearrangementswithutilityservicecompaniesfortemporaryservices.27b.Abidebyrulesandregulationsofutilityservicecompaniesorauthorities28havingjurisdiction.29c.Beresponsibleforutility’servicecostsuntilWorkisapprovedforFinal30Acceptance.311)Includedarefuel,power,light,heatandotherutilityservicesnecessaryfor32execution,completion,testingandinitialoperationofWork.332.Water34a.ContractortoprovidewaterrequiredforandinconnectionwithWorktobe35performedandforspecifiedtestsofpiping,equipment,devicesorotheruseas36requiredforthecompletionoftheWork.37b.Provideandmaintainadequatesupplyofpotablewaterfordomestic38consumptionbyContractorpersonnelandCity’sProjectRepresentatives.39c.Coordination401)ContactCityIweekbeforewaterforconstructionisdesiredCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJULY1,2011 015000-2DAPTEMPORARYFACILITIESANDCONTROLSPage2of41d.ContractorPaymentforConstructionWater21)ObtainconstructionwatermeterfromCityforpaymentasbilledbyCity’s3establishedrates.43.ElectricityandLighting5a.ProvideandpayforelectricpoweredserviceasrequiredforWork,including6testingofWork.71)Providepowerforlighting,operationofequipment,orotheruse.8b.Electricpowerserviceincludestemporarypowerserviceorgeneratorto9maintainoperationsduringscheduledshutdown.104.Telephone11a.ProvideemergencytelephoneserviceatSiteforusebyContractorpersonnel12andothersperformingworkorfurnishingservicesatSite.135.TemporaryHeatandVentilation14a.ProvidetemporaryheatasnecessaryforprotectionorcompletionofWork.15b.Providetemporaryheatandventilationtoassuresafeworkingconditions.16B.SanitaryFacilities171.ProvideandmaintainsanitaryfacilitiesforpersonsonSite.18a.ComplywithregulationsofStateandlocaldepartmentsofhealth.192.Enforceuseofsanitatyfacilitiesbyconstructionpersonnelatjobsite.20a.Encloseandanchorsanitaryfacilities.21b.Nodischargewillbeallowedfromthesefacilities.22c.Collectandstoresewageandwastesoasnottocausenuisanceorhealth23problem.24d.Haulsewageandwasteoff-siteatnolessthanweeklyintervalsandproperly25disposeinaccordancewithapplicableregulation.263.LocatefacilitiesnearWorkSiteandkeepcleanandmaintainedthroughoutProject.274.RemovefacilitiesatcompletionofProject28C.StorageShedsandBuildings291.Provideadequatelyventilated,watertight,weatherproofstoragefacilitieswithfloor30abovegroundlevelformaterialsandequipmentsusceptibletoweatherdamage.312.Storageofmaterialsnotsusceptibletoweatherdamagemaybeonblocksoff32ground.333.Storematerialsinaneatandorderlymanner.34a.Placematerialsandequipmenttopermiteasyaccessforidentification,35inspectionandinventory.364.Equipbuildingwithlockabledoorsandlighting,andprovideelectricalservicefor37equipmentspaceheatersandheatingorventilationasnecessarytoprovidestorage38environmentsacceptabletospecifiedmanufacturers.395.Fillandgradesitefortemporarystructurestoprovidedrainageawayfrom40temporaryandexistingbuildings.416.RemovebuildingfromsitepriortoFinalAcceptance.42D.TemporaryFencing431.Provideandmaintainforthedurationorconstructionwhenrequiredincontract44documents45E.DustControlCITYOFFORTWORTKSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedJULY1,2011 015000-3DAPTEMPORARYFACILITIESANDCONTROLSPage3of411.Contractorisresponsibleformaintainingdustcontrolthroughthedurationofthe2project.3a.Contractorremainson-callatalLtimes4b.Mustrespondinatimelymanner5F.TemporaryProtectionofConstruction61.ContractororsubcontractorsareresponsibleforprotectingWorkfromdamagedue7toweather.81.5SUBMITTALS(NOTUSED]91.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDJ101.7CLOSEOUTSUBMITTALS[NOTUSEDJ111.8MAINTENANCEMATERIALSUBMITTALS(NOTUSEDJ121.9QUALITYASSURANCE[NOTUSEDJ131.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]141.11FIELD(SITEICONDITIONS(NOTUSED]151.12WARRANTY(NOTUSEDJ16PART2-PRODUCTS(NOTUSED]17PART3-EXECUTION[NOTUSEDJ183.1INSTALLERS[NOTUSED]193.2EXAMINATION(NOTUSEDJ203.3PREPARATION(NOTUSED]213.4INSTALLATION22A.Temporatyfacilities231.Maintainalltemporaryfacilitiesfordurationofconstructionactivitiesasneeded.243.5[REPAIR]/[RESTORATION]253.6RE-INSTALLATION263.7FIELDbR]SITEQUALITYCONTROL(NOTUSED]273.8SYSTEMSTARTUP(NOTUSEDJ2$3.9ADJUSTINGtNOTUSEDJ293.10CLEANING[NOTUSED]303.11CLOSEOUTACTIVITIES31A.TemporaryFacilitiesCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJULY1,2011 015000-4DAPTEMPORARYFACILITIESANDCONTROLSPage4of411.RemovealltemporaryfacilitiesandrestoreareaaftercompletionoftheWork,toa2conditionequaltoorbetterthanpriortostartofWork.33.12PROTECTION[NOTUSED]43.13MAINTENANCEtNOTUSEDJ53.14ATTACHMENTSLNOTUSEDJ67$ENDOFSECTIONCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedJULY1,2011 0157t3-DAPSTORMWATERPOLLUTIONPREVENTIONPageIof3ISECTION0157132STORMWATERPOLLUTIONPREVENTION3PART!-GENERAL41.1SUMMARY5A.SectionIncludes:61.ProceduresforStoniiWaterPollutionPreventionPlans7B.DeviationsfromthisCityofFortWorthStandardSpecification$1.None.9C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:101.Division0—BiddingRequirements,ContractFormsandConditionsofthe11Contract122.DivisionI—GeneralRequirements133.Section312500—ErosionandSedimentControl141.2PRICEANDPAYMENTPROCEDURES15A.MeasurementandPayment161.ConstructionActivitiesresultinginlessthanIacreofdisturbance17a.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItems18bid.NoseparatepaymentwillbeallowedforthisItem.192.ConstructionActivitiesresultingingreaterthan1acreofdisturbance20a.MeasurementandPaymentshallbeinaccordancewithSection312500.211.3REFERENCES22A.AbbreviationsandAcronyms231.NoticeofIntent:NOl242.NoticeofTermination:NOT253.StormWaterPotlutionPreventionPlan:SWPPP264.TexasCommissiononEnvironmentalQuality:TCEQ275.NoticeofChange:NOC28A.ReferenceStandards291.ReferencestandardscitedinthisSpecificationrefertothecurrentreference30standardpublishedatthetimeofthelatestrevisiondateloggedattheendofthis31Specification,unlessadateisspecificallycited.322.IntegratedStormManagement(iSWM)TechnicalManualforConstruction33Controls341.4ADMINISTRATIVEREQUIREMENTS35A.General361.Contractorisresponsibleforresolutionandpaymentofanyfinesissuedassociated37withcompliancetoStormwaterPollutionPreventionPlan.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJuly1.2011 015713-2DAPSTORMWATERPOLLUTIONPREVENTIONPage2of3B.ConstructionActivitiesresultingin:21.LessthanIacreofdisturbance3a.ProvideerosionandsedimentcontrolinaccordancewithSection312500and4Drawings.52.Itolessthan5acresofdisturbance6a.TexasPollutantDischargeEliminationSystem(TPDES)GeneralConstruction7Permitisrequired8b.CompleteSWPPPinaccordancewithTCEQrequirements91)TCEQSmallConstructionSiteNoticeRequiredundergeneralpermit10TXRI5000011a)Signandpostatjobsite12b)PriortoPreconstructionMeeting,send1copytoCityDepartmentof13TransportationandPublicWorks,EnvironmentalDivision,(817)392-146088.152)Provideerosionandsedimentcontrolinaccordancewith:16a)Section31250017b)TheDrawings18c)TXRI50000GeneralPermit19U)SWPPP20e)TCEQrequirements213.5acresormoreofDisturbance22a.TexasPollutantDischargeEliminationSystem(TPDES)GeneralConstruction23Permitisrequired24b.CompleteSWPPPinaccordancewithTCEQrequirements251)PrepareaTCEQNOlformandsubmittoTCEQalongwithrequiredfee26a)Signandpostatjobsite27b)SendcopytoCityDepartmentofTransportationandPublicWorks,28EnvironmentalDivision,(817)392-6088.292)TCEQNoticeofChangerequiredifmakingchangesorupdatestoNOl303)Provideerosionandsedimentcontrolinaccordancewith:31a)Section31250032b)TheDrawings33c)TXRI50000GeneralPermit34d)SWPPP35e)TCEQrequirements364)Oncetheprojecthasbeencompletedandallthecloseoutrequirementsof37TCEQhavebeenmetaTCEQNoticeofTerminationcanbesubmitted.38a)SendcopytoCityDepartmentofTransportationandPublicWorks,39EnvironmentalDivision,(817)392-6088.401.5SUBMITTALS41A.SWPPP421.SubmitinaccordancewithSection013300,exceptasstatedherein.43a.PriortothePreconstructionMeeting,submitadraftcopyofSWPPPtotheCity44asfollows:451)1copytotheCityProjectManager46a)City’ProjectManagerwillforwardtotheCityDepartmentof47TransportationandPublicWorks,EnvironmentalDivisionforreviewCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedJuly1,2011 0157t3-3DAPSTORMWATERPOLLUTIONPREVENTIONPage3of3B.ModifiedSWPPP21.IftheSWPPPisrevisedduringconstruction,resubmitmodifiedSWPPPtotheCity3inaccordancewithSection013300.41.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDJ51.7CLOSEOUTSUBMITTALS[NOTUSEDJ61.8MAINTENANCEMATERIALSUBMITTALS[NOTUSEDJ71.9QUALITYASSURANCE[NOTUSED]$1.10DELIVERY,STORAGE,ANDHANDLING[NOTUSED]91.11FIELD[SITE]CONDITIONSLNOTUSED]101.12WARRANTY[NOTUSED]itPART2-PRODUCTSfNOTUSEDJ12PART3-EXECUTION[NOTUSED]13ENDOFSECTION14RevisionLogDATENAMESUMMARYOFCHANGECITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedJuly1.201115 016000DAPPRODUCTREQUIREMENTSPage1of2SECTION016000PRODUCTREQUIREMENTSPART1-GENERAL1.1SUMMARYA.SectionIncludes:1.ReferencesforProductRequirementsandCityStandardProductsListB.DeviationsfromthisCityofFortWorthStandardSpecification1.None.C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:1.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract2.Division1—GeneralRequirements1.2PRICEANDPAYMENTPROCEDURES[NOTUSED]1.3REFERENCES[NOTUSED]1.4ADMINISTRATIVEREQUIREMENTSAlistofCityapprovedproductsforuseisavailablethroughtheCity’swebsiteat:https://apps.fortworthtexas.2ov/ProjectResources/andfollowingthedirectorypath:02-ConstructionDocuments\StandardProductsListA.OnlyproductsspecificallyincludedonCity’sStandardProductListintheseContractDocumentsshallbeallowedforuseontheProject.1.AnysubsequentlyapprovedproductswillonlybeallowedforuseuponspecificapprovalbytheCity.B.AnyspecificproductrequirementsintheContractDocumentssupersedesimilarproductsincludedontheCity’sStandardProductList.1.TheCityreservestherighttonotallowproductstobeusedforcertainprojectseventhoughtheproductislistedontheCity’sStandardProductList.C.AlthoughaspecificproductisincludedonCity’sStandardProductList,notallproductsfromthatmanufacturerareapprovedforuse,includingbutnotlimitedto,thatmanufacturer’sstandardproduct.D.SeeSection013300forsubmittalrequirementsofProductDataincludedonCity’sStandardProductList.1.5SUBMITTALSLNOTUSED]1.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDJ1.7CLOSEOUTSUBMITTALS[NOTUSED]1.8MAINTENANCEMATERIALSUBMITTALSINOTUSEDI1.9QUALITYASSURANCE[NOTUSED]CITYOfFORTWORTHSanilarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 1.10DELIVERY,STORAGE,ANDHANDLINGINOTUSEDJ1.11FIELD(SITEICONDITIONS[NOTUSEDJ1.12WARRANTYINOTUSEDJPART2-PRODUCTSLNOTUSEDIPART3-EXECUTIONINOTUSEDJENDOfSECTION016000DAPPRODUCTREQUIREMENTSPage2of2RevisionLogDATENAMESUMMARYOFCHANGE10/12/12D.JohnsonModifiedLocationofCity’sStandardProductList4/7/2014M.DomenechRevisedforDAPapplication03/20/2020DV.MagaflaRemovedreferencetoBuzzsawandnotedthattheCityapprovedproductslistisaccessiblethroughtheCityswebsite.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedMarch20,2020 016600-DAPPRODUCTSTORAGEANDHANDLINGREQUIREMENTSPageIo141SECTION0166002PRODUCTSTORAGEANDHANDLINGREQUIREMENTS3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Schedulingofproductdelivery72.Packagingofproductsfordelivery83.Protectionofproductsagainstdamagefrom:9a.Handling10b.Exposuretoelementsorharshenvironments11B.DeviationsfromthisCityofFortWorthStandardSpecification121.None.13C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:141.Division0—BiddingRequirements,ContractFormsandConditionsoftheContract152.Division1—GeneralRequirements161.2PRICEANDPAYMENTPROCEDURES17A.MeasurementandPayment181.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.19NoseparatepaymentwillbeallowedforthisItem.201.3REFERENCES[NOTUSEDJ211.4ADMINISTRATIVEREQUIREMENTS[NOTUSEDJ221.5SUBMITTALSLNOTUSED]231.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDj241.7CLOSEOUTSUBMITTALS[NOTUSEDJ251.8MAINTENANCEMATERIALSUBMITTALS[NOTUSED]261.9QUALITYASSURANCE[NOTUSEDI271.10DELIVERYANDHANDLING28A.DeliveryRequirements291.Scheduledeliveryofproductsorequipmentasrequiredtoallowtimelyinstallation30andtoavoidprolongedstorage.312.Provideappropriatepersonnelandequipmenttoreceivedeliveries.323.DeliverytruckswillnotbepermittedtowaitextendedperiodsoftimeontheSite33forpersonnelorequipmenttoreceivethedelivery.CITYOFFORTWORTHSanitatySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 016600-2DAPPRODUCTSTORAGEANDHANDLINGREQUIREMENTSPage2of44.Deliverproductsorequipmentinmanufacturer’soriginalunbrokencartonsorother2containersdesignedandconstructedtoprotectthecontentsfromphysicalor3environmentaldamage.45.Clearlyandfullymarkandidentifyastomanufacturer,itemandinstallation5location.66.Providemanufacturer’sinstructionsforstorageandhandling.7B.HandlingRequirements$1.HandleproductsorequipmentinaccordancewiththeseContractDocumentsand9manufacturer’srecommendationsandinstructions.10C.StorageRequirementsII1.Storematerialsinaccordancewithmanufacturer’srecommendationsand12requirementsoftheseSpecifications.132.Makenecessaryprovisionsforsafestorageofmaterialsandequipment.14a.PlaceloosesoilmateriaLsandmaterialstobeincorporatedintoWorktoprevent15damagetoanypartofWorkorexistingfacilitiesandtomaintainfreeaccessat16alltimestoallpartsofWorkandtoutilityservicecompanyinstallationsin17vicinityofWork.183.Keepmaterialsandequipmentneatlyandcompactlystoredinlocationsthatwill19causeminimuminconveniencetoothercontractors,publictravel,adjoiningowners,20tenantsandoccupants.21a.Arrangestoragetoprovideeasyaccessforinspection.224.Restrictstoragetoareasavailableonconstructionsiteforstorageofmaterialand23equipmentasshownonDrawings,orapprovedbyCity’sProjectRepresentative.245.Provideoff-sitestorageandprotectionwhenon-sitestorageisnotadequate.25a.Provideaddressesofandaccesstooff-sitestoragelocationsforinspectionby26City’sProjectRepresentative.276.Donotuselawns,grassplotsorotherprivatepropertyforstoragepurposeswithout28writtenpermissionofownerorotherpersoninpossessionorcontrolofpremises.297.Storeinmanufacturers’unopenedcontainers.308.Neatly,safelyandcompactlystackmaterialsdeLiveredandstoredalonglineof31Worktoavoidinconvenienceanddamagetopropertyownersandgeneralpublic32andmaintainatleast3feetfromfirehydrant.339.Keeppublicandprivatedrivewaysandstreetcrossingsopen.3410.Repairorreplacedamagedlawns,sidewalks,streetsorotherimprovementsto35satisfactionofCity’sProjectRepresentative.36a.Totallengthwhichmaterialsmaybedistributedalongrouteofconstructionat37onetimeis1,000linearfeet,unlessotherwiseapprovedinwritingbyCity’s38ProjectRepresentative.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103215RevisedApril7,2014 016600-3DAPPRODUCTSTORAGEANDHANDLINGREQUIREMENTSPage3of4ILiiFIELDISITEJCONDITIONS[NOTUSED]21.12WARRANTYtNOTUSEDJ3PART2-PRODUCTSINOTUSEDJ4PART3-EXECUTION53.1INSTALLERS[NOTUSEDJ63.2EXAMINATION[NOTUSEDJ73.3PREPARATION[NOTUSEDJ83.4ERECTION[NOTUSED]93.5REPAIR/RESTORATION[NOTUSEDI103.6RE-INSTALLATION[NOTUSED]113.7FIELD(oR]SITEQUALITYCONTROL12A.TestsandInspections131.Inspectallproductsorequipmentdeliveredtothesitepriortounloading.14B.Non-ConformingWork151.Rejectallproductsorequipmentthataredamaged,usedorinanyotherway16unsatisfactoryforuseontheproject.173.8SYSTEMSTARTUP[NOTUSEDI183.9ADJUSTING[NOTUSEDJ193.10CLEANING[NOTUSED]203.11CLOSEOUTACTIVITIES[NOTUSED]213.12PROTECTION22A.Protectallproductsorequipmentinaccordancewithmanufacturer’swrittendirections.23B.Storeproductsorequipmentinlocationtoavoidphysicaldamagetoitemswhilein24storage.25C.Protectequipmentfromexposuretoelementsandkeepthoroughlydryifrequiredby26themanufacturer.273.13MAINTENANCE(NOTUSED]283.14ATTACHMENTS[NOTUSEDI29ENDOFSECTION30CITYOFFORTWORTHSanitaiySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 016600-4DAPPRODUCTSTORAGEANDHANDLINGREQUIREMENTSPage4of4RevisionLogDATENAMESUMMARYOFCHANGE4/7/2014M.DomenechRevisedforDAPapplicationCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017000-IDAPMOBILIZATIONANDREMOBILIZATIONPage1of4ISECTION0170002MOBILIZATIONANDREMOBILIZATION3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.MobilizationandDemobilization7a.Mobilization81)TransportationofContractor’spersonnel,equipment,andoperatingsupplies9totheSite102)EstablishmentofnecessarygeneralfacilitiesfortheContractor’soperationiiattheSite123)Premiumspaidforperformanceandpaymentbonds134)TransportationofContractor’spersonnel,equipment,andoperatingsupplies14toanotherlocationwithinthedesignatedSite155)RelocationofnecessarygeneralfacilitiesfortheContractor’soperation16fromIlocationtoanotherlocationontheSite.17b.Demobilization181)TransportationofContractor’spersonnel,equipment,andoperatingsupplies19awayfromtheSiteincludingdisassembly202)SiteClean-up213)Removalofallbuildingsand/orotherfacilitiesassembledattheSiteforthis22Contract23c.MobilizationandDemobilizationdonotincludeactivitiesforspecificitemsof24workthatareforwhichpaymentisprovidedelsewhereinthecontract.252.Remobilization26a.RemobilizationforSuspensionofWorkspecificallyrequiredintheContract27DocumentsorasrequiredbyCityincludes:281)Demobilization29a)TransportationofContractor’spersonnel,equipment,andoperating30suppliesfromtheSiteincludingdisassemblyortemporarilysecuring31equipment,supplies,andotherfacilitiesasdesignatedbytheContract32DocumentsnecessarytosuspendtheWork.33b)SiteClean-upasdesignatedintheContractDocuments342)Remobilization35a)TransportationofContractor’spersonnel,equipment,andoperating36suppliestotheSitenecessarytoresumetheWork.37b)EstablishmentofnecessarygeneralfacilitiesfortheContractor’s38operationattheSitenecessarytoresumetheWork.393)NoPaymentswillbemadefor:40a)MobilizationandDemobilizationfromonelocationtoanotheronthe41SiteinthenormalprogressofperformingtheWork.42b)Stand-byoridletime43c)Lostprofits443.MobilizationsandDemobilizationforMiscellaneousProjects45a.MobilizationandDemobilizationCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSDEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017000-2DAPMOBILIZATIONANDREMOBILIZATIONPage2of41)MobilizationshallconsistoftheactivitiesandcostonaWorkOrderbasis2necessaryfor:3a)TransportationofContractor’spersonnel,equipment,andoperating4suppliestotheSitefortheissuedWorkOrder.5b)EstablishmentofnecessarygeneralfacilitiesfortheContractor’s6operationattheSitefortheissuedWorkOrder72)Demobilizationshallconsistoftheactivitiesandcostnecessaryfor:8a)TransportationofContractor’spersonnel,equipment,andoperating9suppliesfromtheSiteincludingdisassemblyforeachissuedWork10Order11b)SiteClean-tipforeachissuedWorkOrder12c)RemovalofallbuildingsorotherfacilitiesassembledattheSitefor13eachWorkOder14b.MobilizationandDemobilizationdonotincLudeactivitiesforspecificitemsof15workforwhichpaymentisprovidedelsewhereinthecontract.164.EmergencyMobilizationsandDemobiLizationforMiscellaneousProjects17a.AMobilizationforMiscellaneousPtojectswhendirectedbytheCityandthe1$mobilizationoccurswithin24hoursoftheissuanceoftheWorkOrder.19B.DeviationsfromthisCityoffoilWorthStandardSpecification201.None.21C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:221.Division0—BiddingRequirements,ContractformsandConditionsoftheContract232.DivisionI—GeneraLRequirements241.2PRICEANDPAYMENTPROCEDURES25A.MeasurementandPayment261.MobilizationandDemobilization27a.Measure2$1)ThisItemisconsideredsubsidiarytothevariousItemsbid.29b.Payment301)TheworkperformedandmaterialsfurnishedinaccordancewiththisItem31aresubsidiarytothevariousItemsbidandnoothercompensationwillbe32allowed.332.RemobilizationforsuspensionofWorkasspecificallyrequiredintheContract34Documents35a.Measurement361)MeasurementforthisItemshallbepereachremobilizationperformed.37b.Payment3$1)TheworkperformedandmaterialsfurnishedinaccordancewiththisItem39andmeasuredasprovidedunder“Measurement”willbepaidforattheunit40pricepereach“SpecifiedRemobilization”inaccordancewithContract41Documents.42c.Thepriceshallinclude:431)DemobilizationasdescribedinSection1.1.A.2.a.1)442)RemobilizationasdescribedinSection1.I.A.2.a.2)45d.Nopaymentswillbemadeforstandby,idletime,orlostprofitsassociatedthis46Item.CITYOFFORTWORTHSanitarySewerimprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017000-3DAPMOBILIZATIONANDREMOBILIZATIONPage3of413.RemobilizationforsuspensionofWorkasrequiredbyCity2a.MeasurementandPayment31)ThisshaltbesubmittedasaContractClaiminaccordancewithArticletO4ofSection007200.52)Nopaymentswillbemadeforstandby,idletime,orlostprofitsassociated6withthisItem.74.MobilizationsandDemobilizationsforMiscellaneousProjects8a.Measurement91)MeasurementforthisItemshallbeforeachMobilizationand10DemobilizationrequiredbytheContractDocumentsiib.Payment121)TheWorkperformedandmaterialsfurnishedinaccordancewiththisItem13andmeasuredasprovidedunder“Measurement”willbepaidforattheunit14pricepereach“WorkOrderMobilization”inaccordancewithContract15Documents.Demobilizationshallbeconsideredsubsidiarytomobilization16andshallnotbepaidforseparately.17c.Thepriceshallinclude:1$1)MobilizationasdescribedinSectionL1.A.3.a.l)192)DemobilizationasdescribedinSection1.1.A.3.a.2)20d.Nopaymentswillbemadeforstandby,idletime,orlostprofitsassociatedthis21Item.225.EmergencyMobilizationsandDemobilizationsforMiscellaneousProjects23a.Measurement241)MeasurementforthisItemshallbeforeachMobilizationand25DemobilizationrequiredbytheContractDocuments26b.Payment271)TheWorkperformedandmaterialsfurnishedinaccordancewiththisItem28andmeasuredasprovidedunder“Measurement”willbepaidforattheunit29pricepereach“WorkOrderEmergencyMobilization”inaccordancewith30ContractDocuments.Demobilizationshallbeconsideredsubsidiaryto31mobilizationandshallnotbepaidforseparately.32C.Thepriceshallinclude331)MobilizationasdescribedinSectionl.1.A.4.a)342)DemobilizationasdescribedinSectionI.1.A.3.a.2)35d.Nopaymentswillbemadeforstandby,idletime,orlostprofitsassociatedthis36Item.371.3REFERENCES[NOTUSEDJ381.4ADMINISTRATIVEREQUIREMENTS[NOTUSED]391.5SUBMITTALS[NOTUSED]401.6INFORMATIONALSUBMITTALS[NOTUSEDJ411.7CLOSEOUTSUBMITTALS[NOTUSEDj421.8MAINTENANCEMATERIALSUBMITTALS[NOTUSEDJ431.9QUALITYASSURANCEENOTUSED]441.10DELIVERY,STORAGE,ANDHANDLING[NOTUSEDICITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN10321$RevisedApril7,2014 11.11FIELD[SITEJCONDITIONS[NOTUSEDI21.12WARRANTY[NOTUSEDJ3PART2-PRODUCTS[NOTUSEDJ4PART3-EXECUTION[NOTUSEDJ017000-4DAPMOBILIZATIONANDREMOBILIZATIONPage4of45ENDOFSECTION6RevisionLogDATENAMESUMMARYOFCHANGE4/7/2014MDomenechRevisedforDAPapplication7CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedAprit7,2014 017123-IDAPCONSTRUCTIONSTAKINGANDSURVEYPage1of4SECTION0171232CONSTRUCTIONSTAKINGANDSURVEY3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Requirementsforconstructionstakingandconstructionsurvey7B.DeviationsfromthisCityoffortWorthStandardSpecification81.None.9C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:101.Division0—BiddingRequirements,ContractformsandConditionsoftheContract112.DivisionI—GeneralRequirements121.2PRICEANDPAYMENTPROCEDURES13A.MeasurementandPayment141.ConstructionStaking15a.Measurement161)ThisItemisconsideredsubsidiarytothevariousItemsbid.17b.Payment181)Theworkperformedandthematerialsfurnishedinaccordancewiththis19ItemaresubsidiarytothevariousItemsbidandnoothercompensationwill20beallowed.212.ConstructionSurvey22a.Measurement231)ThisItemisconsideredsubsidiarytothevariousItemsbid.24b.Payment251)Theworkperformedandthematerialsfurnishedinaccordancewiththis26ItemaresubsidiarytothevariousItemsbidandnoothercompensationwill27beallowed.281.3REFERENCESINOTUSED]291.4ADMINISTRATIVEREQUIREMENTSINOTUSEDl301.5SUBMITTALS31A.Submittals,ifrequired,shallbeinaccordancewithSection013300.32B.AllsubmittalsshallbeapprovedbytheCitypriortodelivery.331.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS34A.Certificates351.Providecertificatecertifyingthatelevationsandlocationsofimprovementsarein36conformanceornon-conformancewithrequirementsoftheContractDocuments.37a.Certificatemustbesealedbyaregisteredprofessionallandsurveyorinthe38StateofTexas.CITYOfFORTWORTHSanitarySetverImprovementstoserveNationalSankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017123-2DAPCONSTRUCTIONSTAKINGANDSURVEYPage2of4B.FieldQualityControlSubmittals1.Documentationverify’ingaccuracyoffieldengineeringwork.31.7CLOSEOUTSUBMITTALS[NOTUSEDJ41.8MAINTENANCEMATERIALSUBMITTALS[NOTUSED]51.9QUALITYASSURANCE6A.ConstructionStaking71.ConstructionstakingwillbeperformedbytheCity.$2.Coordination9a.ContactCity’sProjectRepresentativeatleast2weeksinadvancefor10schedulingofConstructionStaking.11b.ItistheContractor’sresponsibilitytocoordinatestakingsuchthatconstruction12activitiesarenotdelayedornegativelyimpacted.133.General14a.Contractorisresponsibleforpreservingandmaintainingstakesfurnishedby15City.16b.IfintheopinionoftheCity,asufficientnumberofstakesormarkingshave17beenlost,destroyedordisturbed,byContractor’sneglect,suchthatthe1$contractedWorkcannottakeplace,thentheContractorwillberequiredtopay19theCityfornewstakingwitha25percentmarkup.Thecostforstakingwillbe20deductedfromthepaymentduetotheContractorfortheProject.21B.ConstructionSurvey221.ConstructionSurveywillbeperformedbytheCity.232.Coordination24a.Contractortoverifythatcontroldataestablishedinthedesignsurveyremains25intact.26b.CoordinatewiththeCitypriortofieldinvestigationtodeterminewhich27horizontalandverticalcontroldatawillberequiredforconstructionsurvey.28c.ItistheContractor’sresponsibilitytocoordinateConstructionSurveysuchthat29constructionactivitiesarenotdelayedornegativelyimpacted.30d.NotifyCityifanycontroldataneedstoberestoredorreplacedduetodamage31causedduringconstructionoperations.321)Cityshallperformreplacementsand/orrestorations.333.General34a.Constructionsurveywillbeperformedinordertomaintaincompleteand35accuratelogsofcontrolandsurveyworkasitprogressesforProjectRecords.36b.TheContractorwillneedtoensurecoordinationismaintainedwiththeCityto37performconstructionsurveytoobtainconstructionfeatures,includingbutnot3$limitedtothefollowing:391)AllUtilityLines40a)Rimandflowlineelevationsandcoordinatesforeachmanholeor41jUnctionstructure422)WaterLines43a)lopofpipeelevationsandcoordinatesforwaterlinesatthefollowing44locations:45(1)Every250linearfeetCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBasikofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017123-3DAPCONSTRUCTIONSTAKINGANDSURVEYPage3of41(2)Horizontalandvei-ticalpointsofinflection,curvature,etc.(All2fittings)3(3)Cathodicprotectionteststations4(4)Samplingstations5(5)Meterboxes/vaults(Allsizes)6(6)Firelines7(7)Firehydrants8(8)Gatevalves9(9)Plugs,stubouts,dead-endlines10(10)AirReleasevalves(Manholerimandventpipe)11(11)Blowoffvalves(Manholerimandvalvelid)12(12)Pressureplanevalves13(13)Cleaningwyes14(14)Casingpipe(eachend)15b)StormSewer16(1)lopofpipeelevationsandcoordinatesatthefollowinglocations:17(a)Every250linearfeet18(b)Horizontalandverticalpointsofinflection,curvature,etc.19c)SanitarySewer20(1)lopofpipeelevationsandcoordinatesforsanitarysewerlinesat21thefollowinglocations:22(a)Every250linearfeet23(b)Horizontalandverticalpointsofinflection,curvature,etc.24(c)Cleanouts25c.Constructionsurveywillbeperformedinordertomaintaincompleteand26accuratelogsofcontrolandsurveyworkassociatedwithmeetingorexceeding27thelineandgraderequiredbytheseSpecifications.28d.TheContractorwittneedtoensurecoordinationismaintainedwiththeCityto29performconstructionsurveyandtoverifycontroldata,includingbutnot30limitedtothefollowing:311)EstablishedbenchmarksandcontrolpointsprovidedfortheContractor’s32useareaccurate332)Benchmarkswereusedtofurnishandmaintainallreferencetinesand34gradesfortunneling353)Linesandgradeswereusedtoestablishthelocationofthepipe364)SubmittotheCitycopiesoffieldnotesusedtoestablishalllinesand37gradesandallowtheCitytocheckguidancesystemsetuppriorto38beginningeachtunnelingdrive.395)ProvideaccessfortheCitytoverifytheguidancesystemandthetineand40gradeofthecarrierpipeonadailybasis.416)TheContractorremainsfullyresponsiblefortheaccuracyoftheworkand42thecorrectionofit,asrequired.437)Monitorlineandgradecontinuouslyduringconstruction.448)Recorddeviationwithrespecttodesignlineandgradeonceateachpipe45jointandsubmitdailyrecordstoCity.469)Iftheinstallationdoesnotmeetthespecifiedtolerances,immediatelynotify47theCity’andcorrecttheinstallationinaccordancewiththeContract48Documents.491.10DELIVERY,STORAGE,ANDHANDLINGINOTUSEDJCITYOfFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017123-4DAPCONSTRUCTIONSTAKINGANDSURVEYPage4of411.11FIELD[SITEJCONDITIONS[NOTUSED]21.12WARRANTY[NOTUSEDJ3PART2-PRODUCTS[NOTUSEDJ4PART3-EXECUTION53.1INSTALLERSINOTUSEDJ63.2EXAMINATION[NOTUSEDI73.3PREPARATIONINOTUSEDJ$3.4APPLICATION93.5REPAIR/RESTORATION[NOTUSED]103.6RE-INSTALLATION[NOTUSED]113.7FIELDbR]SITEQUALITYCONTROL12A.ItistheContractor’sresponsibilitytomaintainallstakesandcontroldataplacedbythe13CityinaccordancewiththisSpecification.14B.DonotchangeorrelocatestakesorcontroldatawithoutapprovalfromtheCity.153.8SYSTEMSTARTUPLNOTUSED]163.9ADJUSTING[NOTUSEDI173.10CLEANING[NOTUSED]183.11CLOSEOUTACTIVITIESLNOTUSED]193.12PROTECTION[NOTUSED]203.13MAINTENANCE[NOTUSEDI213.14ATTACHMENTS[NOTUSED]ENDOfSECTION23RevisionLog24DATENAMESUMMARYOFCHANGE4/7/2014M.DomenechRevisedforDAPapplicationCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017423-1DAPCLEANINGPage1of4SECTION0174232CLEANING3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.IntermediateandfinalcleaningforWorknotincludingspecialcleaningofclosed7systemsspecifiedelsewhere8B.DeviationsfromthisCityofFortWorthStandardSpecification91.None.10C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:111.Division0—BiddingRequirements,ContractformsandConditionsoftheContract122.DivisionI—GeneralRequirements133.Section329213—Hydro-Muiching,SeedingandSodding141.2PRICEANDPAYMENTPROCEDURES15A.MeasurementandPayment161.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.17NoseparatepaymentwillbeallowedforthisItem.181.3REFERENCESENOTUSEDJ191.4ADMINISTRATIVEREQUIREMENTS20A.Scheduling211.Schedulecleaningoperationssothatdustandothercontaminantsdisturbedby22cleaningprocesswillnotfallonnewlypaintedsurfaces.232.SchedulefinatcleaninguponcompletionofWorkandimmediatelypriortofinal24inspection.251.5SUBMITTALS[NOTUSEDI261.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALS[NOTUSEDJ271.7CLOSEOUTSUBMITTALS[NOTUSED]281.8MAINTENANCEMATERIALSUBMITTALS[NOTUSED]291.9QUALITYASSURANCEfNOTUSED]301.10STORAGE,ANDHANDLING31A.StorageandHandlingRequirements321.Storecleaningproductsandcleaningwastesincontainersspecificallydesignedfor33thosematerials.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalRankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017423-2DAPCLEANINGPage2of411.11FIELD[SITEJCONDITIONS[NOTUSED]21.12WARRANTY[NOTUSEDJ3PART2-PRODUCTS42.1OWNER-FURNISHEDloRlOWNER-SUPPLIEDPRODUCTS[NOTUSED]52.2MATERIALS6A.CleaningAgents71.Compatiblewithsurfacebeingcleaned$2.Newanduncontaminated93.Formanufacturedsurfaces10a.Materialrecommendedbymanufacturer112.3ACCESSORIES[NOTUSED]122.4SOURCEQUALITYCONTROL[NOTUSED]13PART3-EXECUTION143.1INSTALLERS[NOTUSED]153.2EXAMINATION[NOTUSED]163.3PREPARATION[NOTUSED]173.4APPLICATION[NOTUSED]1$3.5REPAIR/RESTORATIONLNOTUSEDI193.6RE-INSTALLATION[NOTUSED]203.7FIELDbR]SITEQUALITYCONTROL[NOTUSED]213.8SYSTEMSTARTUP[NOTUSED223.9ADJUSTING[NOTUSEDI233.10CLEANING24A.General251.Preventaccumulationofwastesthatcreatehazardousconditions.262.Conductcleaninganddisposaloperationstocomplywithlawsandsafetyordersof27governingauthorities.283.Donotdisposeofvolatilewastessuchasmineralspirits,oilorpaintthinnerin29stormorsanitarydrainsorsewers.304.Disposeofdegradabledebrisatanapprovedsolidwastedisposalsite.315.Disposeofnondegradabledebrisatanapprovedsolidwastedisposalsiteorinan32alternatemannerapprovedbyCityandregulatoryagencies.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017423-3DAPCLEANINGPage3of416.Handlematerialsinacontrolledmannerwithasfewhandlingsaspossible.27.Thoroughlyclean,sweep,washandpolishallWorkandequipmentassociatedwith3thisproject.48.Removeallsignsoftemporaryconstructionandactivitiesincidentaltoconstruction5ofrequiredpermanentWork.69.IfprojectisnotcleanedtothesatisfactionoftheCity,theCityreservestherightto7havethecleaningcompletedattheexpenseoftheContractor.810.Donotburnon-site.9B.IntermediateCleaningduringConstruction101.KeepWorkareascleansoasnottohinderhealth,safetyorconvenienceof11personnelinexistingfacilityoperations.122.Atmaximumweeklyintervals,disposeofwastematerials,debrisandrubbish.133.Confineconstructiondebrisdailyinstrategicallylocatedcontainer(s):14a.Covertopreventblowingbywind15b.Storedebrisawayfromconstructionoroperationalactivities16c.Haulfromsiteataminimumofonceperweek174.Vacuumcleaninteriorareaswhenreadytoreceivefinishpainting.18a.Continuevacuumcleaningonanas-neededbasis,untilfinalAcceptance.195.Priortostormevents,thoroughlycleansiteofaltlooseorunsecureditems,which20maybecomeairborneortransportedbyflowingwaterduringthestorm.21C.Exterior(SiteorRightofWay)finalCleaning221.Removetrashanddebriscontainersfromsite.23a.Re-seedareasdisturbedbylocationoftrashanddebriscontainersinaccordance24withSection329213.252.Sweeproadwaytoremoveallrocks,piecesofasphalt,concreteoranyotherobject26thatmayhinderordisrupttheflowoftrafficalongtheroadway.273.Cleananyinteriorareasincluding,butnotlimitedto,vaults,manholes,structures,2$junctionboxesandinlets.294.Ifnolongerrequiredformaintenanceoferosionfacilities,anduponapprovalby30City,removeerosioncontrolfromsite.315.Cleansigns,lights,signals,etc.323.11CLOSEOUTACTIVITIESINOTUSED]333.12PROTECTIONLNOTUSEDJ343.13MAINTENANCE[NOTUSEDI353.14ATTACHMENTS[NOTUSEDJ36373$3940CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7.2014 ENDOFSECTION017423-4DAPCLEANINGPage4of423RevisionLogDATENAMESUMMARYOFCHANGE4/7/2014M.DomenechRevisedforDAPapplicationCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017719-1DAPCLOSEOUTREQUIREMENTSPage1of3SECTION0177192CLOSEOUTREQUIREMENTS3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Theprocedureforclosingoutacontract7B.DeviationsfromthisCityofFortWorthStandardSpecification81.None.9C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:101.Division0—BiddingRequirements,ContractformsandConditionsoftheContract112.DivisionI—GeneralRequirements121.2PRICEANDPAYMENTPROCEDURES13A.MeasurementandPayment141.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.15NoseparatepaymentwillbeallowedforthisItem.161.3REFERENCES(NOTUSEDJ171.4ADMINISTRATIVEREQUIREMENTS1$A.Guarantees,BondsandAffidavits191.Noapplicationforfinalpaymentwillbeaccepteduntilallguarantees,bonds,20certificates,licensesandaffidavitsrequiredforWorkorequipmentasspecifiedare21satisfactorilyfiledwiththeCity.22B.ReleaseofLiensorClaims231.Noapplicationforfinalpaymentwillbeaccepteduntilsatisfactoryevidenceof24releaseoflienshasbeensubmittedtotheCity.251.5SUBMITTALS26A.SubmitallrequireddocumentationtoCity’sProjectRepresentative.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankotTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedApril7,2014 017719-2DAPCLOSEOUTREQUIREMENTSPage2of311.6INFORMATIONALSUBMITTALS[NOTUSEDJ21.7CLOSEOUTSUBMITTALS[NOTUSEDJ3PART2-PRODUCTS[NOTUSEDJ4PART3-EXECUTION53.1INSTALLERSENOTUSED]63.2EXAMINATION[NOTUSEDJ73.3PREPARATION[NOTUSEDJ83.4CLOSEOUTPROCEDURE9A.PriortorequestingFinalInspection,submit:101.ProjectRecordDocumentsinaccordancewithSection017839112.OperationandMaintenanceData,ifrequired,inaccordancewithSection01782312B.PriortorequestingFinalInspection,performfinalcleaninginaccordancewithSection13017423.14C.FinalInspection151.Afterfinalcleaning,providenoticetotheCityProjectRepresentativethattheWork16iscompleted.17a.TheCitywillmakeaninitialFinalInspectionwiththeContractorpresent.18b.Uponcompletionofthisinspection,theCitywillnotit’theContractor,in19writingwithin10businessdays,ofanyparticularsinwhichthisinspection20revealsthattheWorkisdefectiveorincomplete.212.UponreceivingwrittennoticefromtheCity,immediatelyundertaketheWork22requiredtoremedydeficienciesandcompletetheWorktothesatisfactionofthe23City.243.UponcompletionofWorkassociatedwiththeitemslistedintheCity’swritten25notice,informtheCity,thattherequiredWorkhasbeencompleted.Uponreceipt26ofthisnotice,theCity,inthepresenceoftheContractor,willmakeasubsequent27FinalInspectionoftheproject.284.Providealtspecialaccessoriesrequiredtoplaceeachitemofequipmentinfull29operation.Thesespecialaccessoryitemsinclude,butarenotlimitedto:30a.Specifiedspareparts31b.Adequateoilandgreaseasrequiredforthefirstlubricationoftheequipment32c.Initialfillupofallchemicaltanksandfueltanks33d.Lightbulbs34e.fuses35f.Vaultkeys36g.Handwheels37h.Otherexpendableitemsasreqtliredforinitialstart-upandoperationofall38equipment39D.NoticeofProjectCompletionCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017719-3DAPCLOSEOUTREQUIREMENTSPage3of311.OncetheCityProjectRepresentativefindstheWorksubsequenttoFinalInspection2tobesatisfactory,theCitywillissueaNoticeofProjectCompletion(GreenSheet).3E.SupportingDocumentation41.CoordinatewiththeCityProjectRepresentativetocompletethefollowing5additionalforms:6a.FinalPaymentRequest7b.StatementofContractTime$c.AffidavitofPaymentandReleaseofLiens9d.ConsentofSuretytofinalPayment10e.PipeReport(ifrequired)iif.Contractor’sEvaluationofCity12g.PerformanceEvaluationofContractor13F.LetteroffinalAcceptance141.UponreviewandacceptanceofNoticeofProjectCompletionandSupporting15Documentation,inaccordancewithGeneralConditions,CitywillissueLetterof16FinalAcceptanceandreleasethefinalPaymentRequestforpayment.173.5REPAIR/RESTORATION[NOTUSED]183.6RE-INSTALLATIONLNOTUSED]193.7FIELDbR]SITEQUALITYCONTROL[NOTUSED]203.8SYSTEMSTARTUPLNOTUSEDJ213.9ADJUSTING[NOTUSEDJ223.10CLEANINGINOTUSEDJ233.11CLOSEOUTACTIVITIES(NOTUSEDJ243.12PROTECTION(NOTUSEDI253.13MAINTENANCELNOTUSED]263.14ATTACHMENTSENOTUSEDJ27ENDOFSECTION28RevisionLog29DATENAMESUMMARYOFCHANGE4/7/2014M.DomenechRevisedforDAPapplicationCITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017839-1DAPPROJECTRECORDDOCUMENTSPage1of41SECTION0178392PROJECTRECORDDOCUMENTS3PART1-GENERAL41.1SUMMARY5A.SectionIncludes:61.Workassociatedwiththedocumentingtheprojectandrecordingchangestoproject7documents,including:8a.RecordDrawings9b.WaterMeterServiceReports10c.Sanitary’SewerServiceReports11d.LargeWaterMeterReports12B.DeviationsfromthisCityofFortWorthStandardSpecification131.None.14C.RelatedSpecificationSectionsinclude,butarenotnecessarilylimitedto:151.Division0—BiddingRequirements,ContractformsandConditionsoftheContract162.Division1—GeneralRequirements171.2PRICEANDPAYMENTPROCEDURES18A.MeasurementandPayment191.WorkassociatedwiththisItemisconsideredsubsidiarytothevariousItemsbid.20NoseparatepaymentwillbeallowedforthisItem.211.3REFERENCES[NOTUSEDJ221.4ADMINISTRATIVEREQUIREMENTS[NOTUSEDJ231.5SUBMITTALS24A.PriortosubmittingarequestforFinalInspection,deliverProjectRecordDocumentsto25City’sProjectRepresentative.261.6ACTIONSUBMITTALS/INFORMATIONALSUBMITTALSLNOTUSEDI271.7CLOSEOUTSUBMITTALS[NOTUSEDJ2$1.8MAINTENANCEMATERIALSUBMITTALStNOTUSEDJ291.9QUALITYASSURANCE30A.AccuracyofRecords311.ThoroughlycoordinatechangeswithintheRecordDocuments,makingadequate32andproperentriesoneachpageofSpecificationsandeachsheetofDrawingsand33otherDocumentswheresuchentryisrequiredtoshowthechangeproperly.342.AccuracyofrecordsshaltbesuchthatfuturesearchforitemsshownintheContract35DocumentsmayrelyreasonablyoninformationobtainedfromtheapprovedProject36RecordDocuments.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7.2014 017839-2DAPPROJECTRECORDDOCUMENTSPage2of43.Tofacilitateaccuracyofrecords,makeentrieswithin24hoursafterreceiptof2informationthatthechangehasoccurred.34.ProvidefactualinformationregardingallaspectsoftheWork,bothconcealedand4visible,toenablefuturemodificationoftheWorktoproceedwithoutlengthyand5expensivesitemeasurement,investigationandexamination.61.10STORAGEANDHANDLING7A.StorageandHandlingRequirements81.MaintainthejobsetofRecordDocumentscompletelyprotectedfromdeterioration9andfromlossanddamageuntilcompletionoftheWorkandtransferofallrecorded10datatothefinalProjectRecordDocuments.112.Intheeventoftossofrecordeddata,usemeansnecessarytoagainsecurethedata12totheCity’sapproval.13a.Insuchcase,providereplacementstothestandardsoriginallyrequiredbythe14ContractDocuments.151.11FIELD[SITE]CONDITIONS[NOTUSED]161.12WARRANTYENOTUSEDI17PART2-PRODUCTS182.1OWNER-FURNISHEDtoRiOWNER-SUPPLIEDPRODUCTS[NOTUSED]192.2RECORDDOCUMENTS20A.Jobset211.PromptlyfollowingreceiptoftheNoticetoProceed,securefromtheCity,atno22chargetotheContractor,IcompletesetofallDocumentscomprisingtheContract.23B.FinalRecordDocuments241.AtatimenearingthecompletionoftheWorkandpriortoFinalInspection,provide25theCity1completesetofallFinalRecordDrawingsintheContract.262.3ACCESSORIES[NOTUSED]272.4SOURCEQUALITYCONTROL(NOTUSED]28PART3-EXECUTION293.1INSTALLERStNOTUSEDJ303.2EXAMINATION[NOTUSED]313.3PREPARATION[NOTUSED]323.4MAINTENANCEDOCUMENTS33A.MaintenanceofJobSet341.Immediatelyuponreceiptofthejobset,identifyeachoftheDocumentswiththe35title,“RECORDDOCUMENTS-JOBSET”.CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS-DEVELOPERAWARDEDPROJECTSCPN10321$RevisedApril7,2014 017839-3DAPPROJECTRECORDDOCUMENTSPage3of412.Preservation2a.ConsideringtheContractcompletiontime,theprobablenumberofoccasions3UOflwhichthejobsetmustbetakenoutfornewentriesandforexamination,4andtheconditionsunderwhichtheseactivitieswillbeperformed,devisea5suitablemethodforprotectingthejobset.6b.Donotusethejobsetforanypurposeexceptentryofnewdataandforreview7bytheCity,untilstartoftransferofdatatofinalProjectRecordDocuments.$c.Maintainthejobsetatthesiteofwork.93.CoordinationwithConstructionSurvey10a.AtaminimumclearlymarkanydeviationsfromContractDocuments11associatedwithinstallationoftheinfrastructure.124.MakingentriesonDrawings13a.RecordanydeviationsfromContractDocuments.14b.Useanerasablecoloredpencil(notinkorindeliblepencil),clearlydescribethe15changebygraphiclineandnoteasrequired.16c.Dateallentries.17d.Callattentiontotheentrybya“cloud”drawnaroundtheareaorareasaffected.1$e.tntheeventofoverlappingchanges,usedifferentcolorsfortheoverlapping19changes.205.Conversionofschematiclayouts21a.InsomecasesontheDrawings,arrangementsofconduits,circuits,piping,22ducts,andsimilaritems,areshownschematicallyandarenotintendedto23portrayprecisephysicallayout.241)FinalphysicalarrangementisdeterminedbytheContractor,subjecttothe25City’sapproval.262)However,designoffuturemodificationsofthefacilitymayrequire27accurateinformationastothefinalphysicallayoutofitemswhichare2$shownonlyschematicallyontheDrawings.29b.ShowonthejobsetofRecordDrawings,bydimensionaccuratetowithinI30inch,thecenterlineofeachrunofitems.311)FinalphysicalarrangementisdeterminedbytheContractor,subjecttothe32City’sapproval.332)Show,bysymbolornote,theverticallocationoftheItem(“underslab”,“in34ceilingplenum”,“exposed”,andthelike).353)Makeallidentificationsufficientlydescriptivethatitmayberelated36reliablytotheSpecifications.37c.TheCitymaywaivetherequirementsforconversionofschematiclayouts3$where,intheCity’sjudgment,conversionservesnousefulpurpose.However,39donotrelyuponwaiversbeingissuedexceptasspecificallyissuedinwriting40bytheCity.41B.finalProjectRecordDocuments421.TransferofdatatoDrawings43a.CarefullytransferchangedatashownonthejobsetofRecordDrawingstothe44correspondingfinaldocuments,coordinatingthechangesasrequired.45b.ClearlyindicateateachaffecteddetailandotherDrawingafulldescriptionof46changesmadeduringconstruction,andtheactuallocationofitems.47c.Callattentiontoeachentrybydrawinga“cloud”aroundtheareaorareas4$affected.CITYOFFORTWORTHSanitarySewertmprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 017839-4DAPPROJECTRECORDDOCUMENTSPage4of41d.Makechangesneatly,consistentlyandwiththepropermediatoassure2Longevityandclearreproduction.32.TransferofdatatootherDocuments4a.IftheDocuments,otherthanDrawings,havebeenkeptcleanduringprogressof5theWork,andifentriesthereonhavebeenorderlytotheapprovaloftheCity,6thejobsetofthoseDocuments,otherthanDrawings,wiltbeacceptedasfinal7RecordDocuments.8b.IfanysuchDocumentisnotsoapprovedbytheCity,secureanewcopyofthat9DocumentfromtheCityattheCity’susualchargeforreproductionand10handling,andcarefullytransferthechangedatatothenewcopytotheapproval11oftheCity.123.5REPAIR/RESTORATION[NOTUSEDJ133.6RE-INSTALLATION[NOTUSEDJ143.7FIELDtoRiSITEQUALITYCONTROL[NOTUSEDI153.2SYSTEMSTARTUP[NOTUSEDJ163.9ADJUSTING[NOTUSEDJ173.10CLEANING[NOTUSEDJ183.11CLOSEOUTACTIVITIES[NOTUSEDJ193.12PROTECTION[NOTUSEDJ203.13MAINTENANCEFNOTUSEDJ213.14ATTACHMENTStNOTUSEDI22ENDOFSECTION23RevisionLogDATENAMESUMMARYOfCHANGE4/7/2014M.DomenechRevisedforDAPApplication24CITYOFFORTWORTHSanitarySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTS—DEVELOPERAWARDEDPROJECTSCPN103218RevisedApril7,2014 APPENDIXGC-4.02SubsurfaceandPhysicalConditionsGR-016000ProductRequirementsCITYOFFORTWORTHSanitalySewerImprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSCPN103218RevisedJuly1,2011 GC-4.02SubsurfaceandPhysicalConditionsTHISPAGELEFTINTENTIONALLYBLANKCITYOFFORTWORTHSanitatySewerimprovementstoserveNationalBankofTexasSTANDARDCONSTRUCTIONSPECIFICATIONDOCUMENTSCPN103218RevisedJuly1.2011 GEOTECHNICAL ENGINEERING STUDY NATIONAL BANK OF TEXAS IMPROVEMENTS 2535 NE 28TH STREET FORT WORTH, TEXAS Presented To: National Bank of Texas October 2020 PROJECT NO. 851-20-02 Clr L ENGINEERING, INC. 7636 Pebble Drive Fart Worth, Texas 76118 �v�v�v.cmjengr.com October 1, 2020 Report No. 851-20-02 National Bank of Texas 5550 North Riverside Drive Fort Worth, Texas 76137 Attn: Mr. Gary Cantrell GEOTECHNICAL ENGINEERING STUDY NATIONAL BANK OF TEXAS IMPROVEMENTS 2535 NE 28TH STREET FORT WORTH, TEXAS Dear Mr. Cantrell: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 20-7752 (R2) dated August 11, 2020. The geotechnical services were authorized by Mr. Gary Cantrell on August 25, 2020. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service to you and your consultants. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, �m�e� oF T� �` CMJ ENGINEERING, ING vn � �:�''""' •:�,-9�,�� TEXAS FIRM REGISTRATION NO. F-9177 � '� � • � •,� * ,�� v�; ••* �A 1' . ' � JAMES•P•SAPPINGTON, IV � .p�..\ f ...:.........................� ✓ � -� ft� �•. 97402 .'<�,;� James P. Sappington IV, P.E. 6t''�^���ic�NSE� •'�c' �"' Presid nt 9���c.`;,;,�;�,w��`���.�tio Texas No. 97402 copies submitted: (2) Gary Cantrell; National Bank of Texas (mail and email) (1) Mr. Michael Hoffer, AIA; Hahnfeld Hoffer Stanford (email) (1) Mr. Tom Rutledge; Teague Nall and Perkins, Inc. (email) Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION ------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS -------------------------------------------------------------------------------------- 3 4.0 EXISTING FILLS ------------------------------------------------------------------------------------------------------- 5 5.0 FOUNDATION RECOMMENDATIONS --------------------------------------------------------------------------- 5 6.0 FLOOR SLABS & EXTERIOR FLATWORK --------------------------------------------------------------------- 9 7.0 EXPANSIVE SOIL CONSIDERATIONS ------------------------------------------------------------------------- 12 8.0 RETAINING WALLS -------------------------------------------------------------------------------------------------- 14 9.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 19 10.0 PAVEMENTS ----------------------------------------------------------------------------------------------------------- 22 11.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------- 26 12.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 26 APPENDIX A Plate Plan of Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3 Logs of Borings ------------------------------------------------------------------------------------------------------ A.4 – A.9 Free Swell Test Results -------------------------------------------------------------------------------------------------- A.10 Report No. 851-20-02 CMJ ENGINEERING, INC. 1 1.0 INTRODUCTION 1.1 Project Description The project site is located at 2535 NE 28th Street in Fort Worth, Texas. The project, as currently planned, will consist of a new bank building. A retaining wall, with a maximum height of 3 feet is tentatively planned on the south side of the site. In addition, modifications to the existing monument sign are planned. Modifications may include a new masonry base and updating the sign graphic. New foundation elements may be required. Structure loads are anticipated to be relatively light and no below grade areas are planned. Area paving and drives are also planned. Plate A.1, Plan of Borings, presents the project vicinity and approximate locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 12. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 851-20-02 CMJ ENGINEERING, INC. 2 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by six (6) vertical soil borings. Borings B-1 through B-4 were drilled to depths of 25 to 30 feet in the area of the proposed structures while Borings B-5 and B-6 were drilled to a depth of 5 feet in the area of proposed paving improvements. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.9 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170- pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at Report No. 851-20-02 CMJ ENGINEERING, INC. 3 respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight, and unconfined compression tests were performed. Results of the laboratory classification, moisture content, unit weight, and unconfined compression tests conducted for this project are included on the boring logs. Swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of near-surface soils in the area of the proposed structures. The results of the swell tests are presented on Plate A.10. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Borings B-1 through B-3 and B-5 were drilled in a paved area consisting of 1½ to 3½ inches of asphalt pavement. The asphalt pavement was underlain by 2½ to 7 inches of crushed stone base, often containing asphalt fragments. Fill or possible fill materials were present at the surface or beneath the pavement in all borings extending to depths of 3 to 12 feet. The fill and possible fill materials consist of various dark brown, brown, light brown, reddish brown, and light gray silty clays and clays containing limestone fragments, boulders, and seams, sand, calcareous nodules, Report No. 851-20-02 CMJ ENGINEERING, INC. 4 ironstone nodules, iron stains, and asphalt fragments. Tan limestone gravel fill is present from 2 to 8 feet in Boring B-1, containing brown and tan clays and gray limestone fragments. This limestone gravel is considered very dense, with a Texas Cone Penetrometer (THD) test value of 2 inches of penetration for 100 hammer blows. In addition, tan fractured limestone encountered in Boring B-4 below 3 feet is noted as possible fill, containing clay seams and layers. This limestone stratum is considered moderately hard (rock basis), with Texas Cone Penetrometer (THD) test values of 2¼ inches of penetration for 100 hammer blows. Natural soils encountered consist of dark brown, brown, light brown, olive-brown, light olive-brown, tan, and light gray silty clays and clays containing calcareous nodules, calcareous deposits, ironstone nodules, iron stains, and limestone fragments. Fractured limestone seams are present within the natural silty clays below a depth of 11 feet in Boring B-1. Tan limestone is present below the fills and above the natural clays in Boring B-2 from 3 to 6 feet. This tan limestone layer contains clay seams and layers, and is considered moderately hard (rock basis), with a Texas Cone Penetrometer (THD) test value of 4¾ inches of penetration for 100 hammer blows. The various clay soils encountered in the borings had tested Liquid Limits (LL) ranging from 33 to 57 with Plasticity Indices (PI) ranging from 17 to 40 and are classified as CL and CH by the Unified Soil Classification System (USCS). The various clayey soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer values of 1.5 to over 4.5 tsf. Tested unit weight values varied from 97 to 115 pcf and unconfined compressive strengths ranged from 2,560 to 3,760 psf. Tan limestone is next present in Borings B-1 through B-4 at depths of 12 to 19 feet. The tan limestone contains clays seams and layers and is considered moderately hard to very hard (rock basis) with Texas Cone Penetrometer (THD) values of ⅛ to 2¼ inches per 100 blows. Boring B-4 was terminated within this tan limestone stratum at a depth of 25 feet. Tan and gray limestone is present at 19 feet in Boring B-2, with a thickness of 1 foot. This tan and gray limestone stratum is considered hard (rock basis) with a Texas Cone Penetrometer (THD) value of 1¾ inches. Gray limestone was next present in Borings B-1 through B-3 at depths of 19 to 23 feet. The gray limestone is very hard (rock basis) with Texas Cone Penetrometer (THD) values of ⅝ to 1¾ inches per 100 blows. Borings B-1 through B-3 were terminated in the gray limestone at depths of 25 to 30 feet. Report No. 851-20-02 CMJ ENGINEERING, INC. 5 The Atterberg Limits tests indicate the various clays encountered at this site are moderately active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. 3.2 Ground-Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Ground-water seepage was not encountered during drilling and all borings were dry at completion of drilling operations. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year, seepage can occur in joints in the clays, atop or within the limestone strata, or via more permeable strata. The possibility of ground- water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 EXISTING FILLS Existing fills and possible fills were encountered to depths of 3 to 12 feet in all borings. Samples of the fills were reasonably dense and free of significant voids. However, in the absence of documented density control, the possibility of undercompacted zones or voids exists. Complete removal and replacement of all the fill is the only method eliminating the risk of unusual settlement. Methods less extreme than complete removal are discussed in the Floor Slabs and Existing Flatwork and Pavements sections of this report. These methods are intended to represent a reasonable approach for construction of slabs on-grade and paving; however, they will not eliminate the risk of unexpected movements in some areas. 5.0 FOUNDATION RECOMMENDATIONS 5.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to Report No. 851-20-02 CMJ ENGINEERING, INC. 6 consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within tolerable limits. The recommended foundation alternatives for the proposed structures are discussed below. The moisture induced volume changes associated with the moderately to highly active clays present at this site and possible indeterminant settlement of the existing fills indicate that shallow or near surface footings could be subject to differential movements of a potentially detrimental magnitude. The most positive foundation system for the proposed structures would be situated below the fills and below the zone of most significant seasonal moisture variations. A deep foundation system transferring column loads to a suitable bearing stratum is considered the most positive foundation system. Straight drilled reinforced concrete shafts penetrating the gray limestone offer a positive foundation system and are recommended. For the monument sign modifications, straight drilled reinforced concrete shafts penetrating the tan limestone may be considered for that structure only. 5.2 Straight Shaft Design Parameters 5.2.1 Design Criteria Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are outlined below. Specific recommendations for the construction and installation of the drilled piers are included in the following section, and shall be followed during construction. Criteria Applicable Project-Wide Bearing Stratum Hard to very hard, GRAY LIMESTONE Depth of Bearing Stratum: Approximately 19 to 23 feet below existing grades Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 1 foot. Deeper penetrations may be required to develop additional skin friction and/or uplift resistance Allowable End Bearing Capacity: 40,000 psf Allowable Skin Friction: Applicable below a minimum penetration of 1 foot into the gray limestone and below any temporary casing; 6,500 psf for compressive loads and 4,500 psf for tensile loads Criteria Applicable for Monument Sign Only Bearing Stratum Hard to very hard, TAN LIMESTONE, w/ clay seams and layers Depth of Bearing Stratum: Approximately 12 feet below existing grades Report No. 851-20-02 CMJ ENGINEERING, INC. 7 Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 5 feet. Deeper penetrations may be required to develop additional skin friction and/or uplift resistance Allowable End Bearing Capacity: 15,000 psf Allowable Skin Friction: Applicable below a minimum penetration of 5 feet into the tan limestone and below any temporary casing; 2,200 psf for compressive loads and 1,800 psf for tensile loads The above values contain a safety factor of three (3). Drilled shafts should extend through any weathered or clay seams and layers and bear only in unweathered tan or gray limestone. Penetrations greater than the minimum penetration may be required to develop additional skin friction and/or uplift resistance. A minimum pier diameter of 18 inches is recommended. In order to develop full load carrying capacity in skin friction, adjacent shafts should have a minimum center-to-center spacing of 3 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case-by-case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 3 diameters to 50 percent of the design value at 1 diameter. Settlements for properly installed and constructed straight shafts in the tan or gray limestone will be primarily elastic and are estimated to be one inch or less. 5.3 Soil Induced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the site soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-situ moisture levels at the time of construction. In order to aid in the structural design of the reinforcement, the reinforcement quantity should be adequate to resist tensile forces based on soil adhesion equal to 1,800 psf acting over the upper 10 feet of the pier shaft. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata as previously discussed. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. 5.4 Drilled Shaft Construction Considerations. Drilled pier construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: Report No. 851-20-02 CMJ ENGINEERING, INC. 8 ● Identification of bearing material ● Adequate penetration of the shaft excavation into the bearing layer ● The base and sides of the shaft excavation are clean of loose cuttings ● If seepage or caving fill materials are encountered, whether it is of sufficient amount to require the use of temporary steel casing. If casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water Shaft excavations should be maintained in the dry. Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet or focus the concrete between reinforcing steel to prevent segregation. A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. It should be anticipated that hard to very hard zones can be present in the tan and gray limestones. The hard to very hard layers can complicate pier drilling operations. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. Report No. 851-20-02 CMJ ENGINEERING, INC. 9 5.5 Grade Beams All grade beams should be supported by the drilled shafts. A minimum 10-inch void space should be provided beneath all grade beams to prevent contact with the swelling clay soils. This void will serve to minimize distress resulting from swell pressures generated by the clays. Grade beams may be cast on cardboard carton forms or formed above grade. If cardboard carton forms are used, care should be taken to not crush the carton forms, or allow the carton forms to become wet prior to or during concrete placement operations. A soil retainer should be provided to help prevent in-filling of this void. Backfill against the exterior face of grade beams or panels should be properly compacted on-site clays. Compaction should be a minimum of 93 percent of ASTM D 698, at a minimum of 2 percentage points above the optimum moisture content determined by that test. This clay fill is intended to reduce surface water infiltration beneath the structure. 6.0 FLOOR SLABS & EXTERIOR FLATWORK 6.1 Potential Vertical Movements Lightly loaded floor slabs and exterior flatwork placed on-grade will be subject to movement as a result of moisture induced volume changes in the moderately to highly active clays at this site and possible indeterminate settlement of the existing fills. The clays expand (heave) with increases in moisture and contract (shrink) with decreases in moisture. The movement typically occurs as post construction heave. The potential magnitude of the moisture induced movements is rather indeterminate. It is influenced by the soil properties, overburden pressures, and to a great extent by soil moisture levels at the time of construction. The greatest potential for post-construction movement occurs when the soils are in a dry condition at the time of construction. Based on the conditions encountered in the borings, the potential moisture induced movements are estimated to range from on the order of 2 to 4 inches for soils in a dry condition. Soil movements, significantly larger than estimated, could occur due to inadequate site grading, poor drainage, ponding of rainfall, and/or leaking pipelines. Report No. 851-20-02 CMJ ENGINEERING, INC. 10 6.2 Structurally Suspended Floor Slab The most positive method of preventing slab distress due to swelling soils is to structurally suspend the interior slab. Due to the expansion potential of the site clays we recommend that the suspended floor slab be constructed on carton forms with a minimum 10-inch void space or crawl space. Care should be taken to assure that the void boxes are not allowed to become wet or crushed prior to or during concrete placement and finishing operations. Corrugated steel, placed on the top of the carton forms, could be used to reduce the risk of crushing of the carton forms during concrete placement and finishing operations. As a quality control measure during construction, "actual" concrete quantities placed should be checked against "anticipated" quantities. Significant concrete "overage" would be an early indication of a collapsed void. If a crawl space is utilized, provision should be made to provide drainage of the crawl space below the slab, in the event water becomes trapped or seeps into this area. Drain inlets which are tied into the storm sewer or a sump and pump system may be necessary. Also, because of capillary moisture buildup, proper ventilation should be provided in the crawl space below the slab. Ventilation of the void and a vapor barrier below the floors should be provided if high humidity can cause problems with floor tile adhesives. Vehicle or pedestrian ramps leading up to the building should be structurally connected to the building grade beams to avoid abrupt differential movement between the building slab and the ramps. Transitioning details will be required at the points where ramps connect with paving and slab on- grade elements. In addition, ramp slabs should be constructed so that slopes sufficient for effective drainage of surface water are still provided after potential differential movements. 6.3 Ground Supported Floor Slabs & Exterior Flatwork In conjunction with drilled shafts, interior slabs and/or exterior flatwork can be placed on a prepared subgrade. Ground-supported floor slab construction only should be considered if slab movement can be tolerated. The level of acceptable movement varies with the user, but methods are normally selected with the goal of limiting slab movements to about one inch or less. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on-grade slab movements. The more commonly used methods consist of placing non-expansive select fill beneath the slab and moisture conditioning the soils. The use of these methods will not eliminate the risk of unacceptable movements. Report No. 851-20-02 CMJ ENGINEERING, INC. 11 Readers should understand that a ground-supported floor slab can heave considerably if placed on dry, expansive clays. The installation of a minimum of 1 foot of non-expansive select fill over a minimum of 7½ feet of moisture conditioned clays should reduce potential movements to on the order of 1 inch. The excavation of intact limestone is not necessary to install the recommended thickness of moisture conditioned clays. Moisture conditioning can be achieved by mechanically reworking the clays as described below. This procedure also serves to rework the existing fills. Slabs not capable of tolerating this level of movement should be structurally suspended. These recommendations should be reviewed once a grading plan is finalized. Strong consideration should be given to extending the moisture conditioning process beyond the building line to include entrances, sidewalks, flatwork, pavement, porticos or any other areas sensitive to movement. Outside the building, a single lift of select fill (6 to 8 inches) is recommended to minimize drying during construction. Soil treatments presented in this section are referenced as an alternative to the use of a structurally suspended slab. The owner must fully understand that if the floor slab and flatwork are placed on- grade, some movement and resultant cracking within the flatwork may occur. This upward slab movement and cracking is usually difficult and costly to repair, and may require continued maintenance expense. These methods of treatment are presented as an option for the owner’s consideration. The options may or may not be practical or economically feasible, depending on the expected performance of the proposed structure. The owner should be aware that this method will not prevent movement of soil-supported elements, and can only reduce the magnitude of the movement. A properly engineered and constructed vapor barrier should be provided beneath slabs-on-grade which will be carpeted or receive moisture sensitive coverings or adhesives. In general, the following procedure is recommended to be performed to provide a moisture- conditioned pad: Report No. 851-20-02 CMJ ENGINEERING, INC. 12 6.3.1 Mechanical Reworking of Near-Surface Clays with 1’ Select Fill Cap In general, the procedure is performed as follows: 1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic topsoil and any other deleterious material. 2. Excavate clays to a minimum of 8.5 feet below finished grade. The excavation of intact limestone is not necessary to install the recommended thickness of moisture conditioned clays. The presence of intact limestone must be verified by qualified geotechnical personnel. Scarify the exposed clay subgrade, if present, at the base of the excavation to a depth of 8 inches, adjust the moisture, and compact at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of the Standard Proctor density (ASTM D 698). Over-compaction should not be allowed. 3. Fill pad to 1 foot below final grade using site excavated or similar clay soils with all fill debris and deleterious material removed and no rock fragments are larger than 4 inches in any dimension. Compact in maximum 9-inch loose lifts at a minimum of 3 percentage points above optimum moisture to between 93 and 98 percent of the Standard Proctor density (ASTM D 698). Each lift should be compacted, tested, and documented prior to subsequent lift placement. Field density tests should be taken as each lift of fill material is placed. Over-compaction should not be allowed. 4. Complete pad fill using a minimum of 1 foot of sandy clay/clayey sand non-expansive select fill with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill should be compacted in maximum 9-inch loose lifts at -2 to +3 percentage points of the soil’s optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM D 698). The select fill should be placed within 48 hours of completing the installation of the moisture conditioned soils. The above earthwork operations should be continuously observed and tested by an experienced geotechnician working in conjunction with the project geotechnical engineer. 7.0 EXPANSIVE SOIL CONSIDERATIONS 7.1 Site Drainage An important feature of the project is to provide positive drainage away from the proposed structures. If water is permitted to stand next to or below the structure, excessive soil movements (heave) can occur. This could result in differential floor slab or foundation movement. A well-designed site drainage plan is of utmost importance and surface drainage should be provided during construction and maintained throughout the life of the structure. Consideration should be given to the design and location of gutter downspouts, planting areas, or other features which would produce moisture concentration adjacent to or beneath the structure or paving. Consideration should be given to the use of self-contained, watertight planters. Joints next to the structure should be Report No. 851-20-02 CMJ ENGINEERING, INC. 13 sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should include periodic inspection for open joints and cracks and resealing as necessary. Rainwater collected by the gutter system should be transported by pipe to a storm drain or to a paved area. If downspouts discharge next to the structure onto flatwork or paved areas, the area should be watertight in order to eliminate infiltration next to the building. 7.2 Additional Design Considerations The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structure should be improved. • Special consideration should be given to completion items outside the building area, such as stairs, sidewalks, signs, etc. They should be adequately designed to sustain the potential vertical movements mentioned in the report. • Roof drainage should be collected by a system of gutters and downspouts and transmitted away from the structure where the water can drain away without entering the building subgrade. • Sidewalks should not be structurally connected to the building. They should be sloped away from the building so that water will drain away from the structure. • The paving and the general ground surface should be sloped away from the building on all sides so that water will always drain away from the structure. Water should not be allowed to pond near the building after the slab has been placed. • Trees and deep rooted shrubs should not be used as landscaping around the structure perimeter as the root systems can lead to desiccation of the subgrade soils. Any existing trees or trees to be planted should be at a distance from the building such that the building will not fall within the drip line of the mature plants (usually one to one-and-one-half times the mature height of the tree). If existing tree removal is not an acceptable option, a vertical root barrier, extending to a minimum depth of 4 feet, should be constructed around the perimeter of the foundation in proximity to the area described above. • Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the foundation should be provided to carry off the run-off water both during and after construction. Report No. 851-20-02 CMJ ENGINEERING, INC. 14 • Backfill for utility lines or along the perimeter beams should consist of on-site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. • Utility line details and fixtures must consider the potential for differential movement beneath any piping. In conjunction with a structural slab all underground utility lines should be isolated from expansive clays. A similar 10-inch void is recommended between the utility bottom and underlying clay soils. This prevents the utility lines from uplifting into the suspended slab. 8.0 RETAINING WALLS 8.1 General Retaining Wall Considerations Five geotechnical design criteria must be satisfied in the selection of the type and configuration of the retaining walls. These criteria are; the wall must have an acceptable factor of safety with respect to (1) overturning failure, (2) a sliding (translation) failure, (3) a bearing capacity failure, and (4) a global (deep-seated) slope failure. In addition, (5) the deformation of the wall caused by deflection from earth pressure, and from settlement or heave of the foundation soils or backfill soils, must be within tolerable limits during the functional life of the structures. 8.2 Retaining Wall Foundations Structures placed near existing grade will be subject to movement as a result of moisture induced volume changes in the moderately active to highly active clays and possible indeterminate settlement of the existing fills as previously discussed. The most positive foundation system for the proposed retaining walls would be situated below the zone of most significant seasonal moisture variations. A deep foundation system transferring column loads to a suitable bearing stratum is considered the most positive foundation system per Section 5. However, if differential movements are acceptable, the retaining wall foundations can be supported on continuous footings situated in the various stiff to hard soils. A deep foundation system must be used if the retaining walls are sensitive to movements. Footings situated a minimum of 2 feet below finished grade may be proportioned using a maximum allowable bearing pressure of 1,500 psf. Soils existing in a soft to firm state should be evaluated on a case-by-case basis. Close inspection of soils strength should be conducted by a geotechnical engineer to allow designation and removal of very soft soils not meeting the bearing capacity stated above. The base of all excavated footings should be inspected by a geotechnical engineer or Report No. 851-20-02 CMJ ENGINEERING, INC. 15 geotechnician under his or her supervision to assure that the bottom is firm, level and free of loose soil material and/or debris. In the areas of existing fills, the exposed subgrade in the footing excavation should be proofrolled as follows: the subgrade should be proof rolled using a heavy pneumatic tired or small width drum roller making several passes over the subgrade. Any soft or spongy areas should be overexcavated to firm materials and backfilled following the recommendations provided in report Section 9.0, Earthwork. The proof rolling operations should also be observed by the project geotechnical engineer or his/her representative. It should be noted that retaining wall foundations are typically subjected to non-uniform pressure across the foundation, and possibly negative pressure (separation of foundation from soil) under a portion of the foundation, due to the overturning moment induced by the lateral earth pressures. The allowable foundation pressures given above are for the maximum pressure induced by the foundation loads, and not the average pressure under the foundation base. The horizontal bases of the footings will develop resistance to sliding by means of a combination of friction and adhesion (for cohesive foundation materials). Given the nature of the foundation materials, an adhesion of 400 psf may be used for earth formed footings. An ultimate friction factor of 0.3 may be used to calculate sliding resistance of the footings bearing on site clay soils. Only long-term dead loads should be considered in calculating the available friction on the foundation base. Foundations for the retaining walls designed in accordance with these recommendations will have a minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1 inch or less and a differential settlement of ½ inch or less, after construction. It should be anticipated that retaining walls situated on footings will experience differential movements as a result of moisture induced volume changes in the underlying clays or possible settlement of the existing fills supporting the retaining wall, as previously discussed. 8.3 Foundation Construction Mat type or spread foundation construction should be monitored by a representative of the geotechnical engineer to observe, among other things, the following items: ● Identification of bearing material ● Adequate penetration of the foundation excavation into the bearing layer ● The base and sides of the excavation are clean of loose cuttings Report No. 851-20-02 CMJ ENGINEERING, INC. 16 ● When seepage is encountered, whether it is sufficient amount to require the use of excavation dewatering methods Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the excavating, cleaning, reinforcing steel placement and observation. Excavation for a shallow foundation should be filled with concrete before the end of the workday, or sooner if required, to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. If more than 24 hours of exposure of the bearing surface is anticipated in the excavations, a "mud slab" should be used to protect the bearing surfaces. If a mud slab is used, the foundation excavations should initially be over-excavated by approximately 4 inches and a lean concrete mud slab of approximately 4 inches in thickness should be placed in the bottom of the excavations immediately following exposure of the bearing surface by excavation. The mud slab will protect the bearing surface, maintain more uniform moisture in the subgrade, facilitate dewatering of excavations if required, and provide a working surface for the placement of formwork and reinforcing steel. The concrete should be placed in a manner that will prevent the concrete from striking the reinforcing steel or the sides of the excavation in a manner that would cause segregation of the concrete. 8.4 Lateral Earth Pressures 8.4.1 General The retaining walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water table. 8.4.2 Equivalent Fluid Pressures Lateral earth pressures on below grade and retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 8.4.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system Report No. 851-20-02 CMJ ENGINEERING, INC. 17 is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-rest and active earth pressure conditions. Rigid walls are not anticipated to develop enough movement to mobilize active earth pressures. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent. For the select fill or free draining granular backfill, these values assume that a “full” wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. TABLE 8.4.2-1 – Equivalent Fluid Pressures Backfill Material At-Rest Equivalent Fluid Pressure (pcf) Active Equivalent Fluid Pressure (pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill material 100 110 90 100 Select fill or on-site soils meeting material specifications 75 100 55 90 Free draining granular backfill material 55 90 35 80 8.4.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. Report No. 851-20-02 CMJ ENGINEERING, INC. 18 8.5 Wall Backfill Material Requirements On-Site Clay Backfill: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor density. Select Fill Backfill: All wall select backfill should consist of clayey sand and/or sandy clay material with a Plasticity Index of 16 or less, with a Liquid Limit not exceeding 35. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor density. Free Draining Granular Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. 8.6 Below-Grade Drainage Requirements The design recommendations presented above assume hydrostatic pressure will not develop behind the retaining walls. In order to achieve the “drained” condition for lateral earth pressure for low- permeability walls (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage member must be installed adjacent to the wall on the backfill side. Drainage could be provided using a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered to minimize the potential for erosion through these drains, and /or the plugging of drain lines. Design or specific recommendations for drainage members is beyond the scope for this study. These services can be provided as an additional service upon request. In order to achieve the “drained” condition, the entire backfill material must be free draining, or the backfill-wall geometry must be Report No. 851-20-02 CMJ ENGINEERING, INC. 19 such that the backfill will not become saturated from rainfall, ground water, adjacent water courses, or other sources. 9.0 EARTHWORK 9.1 Site Preparation The project site should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment (minimum 25 tons). The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. 9.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand- operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 50 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Report No. 851-20-02 CMJ ENGINEERING, INC. 20 The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 9.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density and moisture content should be as recommended for fill in Section 9.2, Placement and Compaction, Report No. 851-20-02 CMJ ENGINEERING, INC. 21 of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 9.4 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 9.5 Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 9.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. Report No. 851-20-02 CMJ ENGINEERING, INC. 22 9.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 10.0 PAVEMENTS 10.1 Pavement Subgrade Preparation Finished grades near the presently existing grade will consist of moderately to highly plastic silty clays or clays. The higher plasticity clays are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. Lime treatment is recommended for all subgrade areas underlain by plastic clays, with a plasticity index of typically 20 or more. In lieu of a lime stabilized subgrade for pavement consisting of Portland cement concrete, the recommended PCC pavement thicknesses presented in Section 10.2 may be increased by 2 inches, and placed atop a properly compacted subgrade. Alternatively, in lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the subgrade prior to pavement placement. Prior to lime stabilization or compaction, the subgrade should be proofrolled with heavy pneumatic equipment (minimum 25 tons), with particular attention to existing fill areas. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the Earthwork section. The stabilized subgrade should then be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), to minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of limestone fragments, calcareous nodules, ironstone nodules, and asphalt fragments in the surficial soils can complicate mixing of the soil and lime. Report No. 851-20-02 CMJ ENGINEERING, INC. 23 We recommend a minimum of 7 percent hydrated lime be used to modify the clay subgrade soils. The amount of hydrated lime required to stabilize the subgrade should be on the order of 32 pounds per square yard for a 6-inch depth, based on a soil dry unit weight of 100 pcf. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Lime treatment should extend beyond exposed pavement edges to reduce the effects of shrinkage and associated loss of subgrade support. We recommend that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and lime should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non-yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the following procedures. 10.2 Pavement Sections The project may include the construction of parking lots and/or drives. At the time of this investigation, site paving plans or vehicle traffic studies were not available. Therefore, several rigid and flexible pavement sections are presented for a 20-year design life based on our experience with similar facilities for Light-Duty Parking Areas, Medium-Duty Parking Areas and Drives, and Medium- to Heavy-Duty Drives. In general, these areas are defined as follows: Light-Duty Parking Areas are those lots and drives subjected almost exclusively to passenger cars, with an occasional light- to medium-duty truck (2 to 3 per week). Report No. 851-20-02 CMJ ENGINEERING, INC. 24 Medium-Duty Parking Areas and Drives are those lots subjected to a variety of light-duty vehicles to medium-duty vehicles and an occasional heavy-duty truck to include an 85 kip fire apparatus (1 to 2 per week). Medium- to Heavy-Duty Drives are those drives subjected to a variety of light to heavy-duty vehicles. These pavements include areas subject to significant truck traffic or trash vehicles. We recommend that rigid pavements be utilized at this project whenever possible, since they tend to provide better long-term performance when subjected to significant slow moving and turning traffic. If asphaltic concrete pavement is used, we recommend a full depth asphaltic concrete section having a minimum total thickness of 5 inches for light-duty parking areas and 6 inches for medium-duty parking areas and drives. A minimum surface course thickness of 2 inches is recommended for asphaltic concrete pavements. If Portland cement concrete pavement is used, a minimum thickness of 5 inches of concrete is recommended for light-duty parking areas, 6 inches for medium-duty parking areas and drives, and 7 inches for medium to heavy-duty areas. A California Bearing Ratio or other strength tests were not performed because they were not within the scope of our services on this project. A subgrade modulus of 100 psi was considered appropriate for the near-surface soils. If heavier vehicles are planned, the above cross sections can be confirmed by performing strength tests on the subgrade materials once the traffic characteristics are established. Periodic maintenance of pavement structures normally improves the durability of the overall pavement and enhances its expected life. The above sections should be considered minimum pavement thicknesses and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic maintenance should be anticipated for minimum pavement thickness. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 10.3 Pavement Material Requirements Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,500 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. Report No. 851-20-02 CMJ ENGINEERING, INC. 25 The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used in the pavement. We recommend using No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction. Control joints formed by sawing are recommended every 12 to 15 feet in both the longitudinal and transverse direction. The cutting of the joints should be performed as soon as the concrete has “set-up” enough to allow for sawing operations. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base – Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 10.4 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling on the order of 4 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Reduction in potential differential ground movement can be reduced in similar fashion as discussed in Section 6.3. Should this level or an intermediate level of movement reduction be desired, contact this office for additional recommendations. Report No. 851-20-02 CMJ ENGINEERING, INC. 26 11.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Should such anomalies be discovered, National Bank of Texas should immediately notify CMJ Engineering, Inc. before proceeding further with construction to allow CMJ Engineering, Inc. to reconsider its recommendations as necessary. It is also recommended that the National Bank of Texas retain CMJ Engineering, Inc. to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations shall only be considered as preliminary, and not final, recommendations. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 12.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not Report No. 851-20-02 CMJ ENGINEERING, INC. 27 performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground water conditions, this report presents data on ground water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site (more than twelve months is considered a substantial lapse of time; however, depending on the circumstances, less than six months may be considered a substantial lapse of time), if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. In this regard, if (a) construction at the site does not start within twelve months of the date of this report and (b) CMJ Engineering, Inc. is not present at the site when construction starts to confirm that conditions have not changed since the date of this report, the information in this report cannot be relied upon or used for any purpose. Report No. 851-20-02 CMJ ENGINEERING, INC. 28 Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use by the National Bank of Texas and their consultants for specific application to design of this project only, and not for additions or modifications to the project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. * * * * �� QZ�� 4 `�� �j����.` � •. j, ` . . • ��� • � AV - -x i ' 4 1f _ , .' - .. e . = {% ; �. W • �l�i f � 1 ��n : �z, MS� /,( yM332�d y1210/y ~ o Q � � x 0 -- � � � s • � �� o ¢ -- � - � - , .. _ ._ .. . n. . - � � •` ^� � 1 � � ,, � , � � - . .•. �..��! � � �� �__��_ _ _.} .-,• • r: `�- • � a� , � . :+�.�: � � . . � - r ��a�_ . �� ��� ♦ ` `� .� � �''�' r ` "���£ ' �'�` i i \ ' , \ �r � ! �' - ` `! r I .. � i I,r . I � � � i 1 � ., � I . � I k+ I : �.'i� � • _:•�r��: _..� t _ i I � � w W � � � � N i+ � 0 z ,�,�Y�R. I ^�_�_� � _ � .,� - �__ __ � � --�..- r...� -- -- -- o , ������ . . r�.�a.,�:a;��.' ' i•- � ` ' _ � i!�:i:�r '� � �ii5 '' 'i� 1'"G'. ,.�r, s�: . %�r�:...-�;,r ;-�r.r��-n�-.---r�-�- R.c �" ��� ., ,� '� � :.. w a 0 y � � � w � ¢ `O � � (0 � o N � p� � 'C Q 7 w m Q p�p w � � o w I O c� i w w I � J O � � U 2 � z � W W z � o z o W N �\ - � � � � r, z v�/ �, w � 0 � � 7 � U � W � v J O z � `� ��x � �, w � O Q� m w�? �-_� �- o O �n,� z zw� Q mz� _I J � Q z 0 � z PLATE ,4. � Fine-grained soils (More than half of material is smaller than No. 200 sieve)Sands (More than half of coarse fraction is smaller than No. 4 sieve size)Gravels (More than half of coarse fraction is larger than No. 4 sieve size)Sands with fines (Appreciable amount of fines)Clean sands (Little or no fines)Gravels with fines (Appreciable amount of fines)Clean gravels (Little or no fines)Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW Grp. Sym. Peat and other highly organic soils Organic clays of medium to high plasticity, organic silts Inorganic clays of high plasticity, fat clays Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Organic silts and organic silty clays of low plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Clayey sands, sand-clay mixtures Silty sands, sand-silt mixtures Poorly graded sands; gravelly sands, little or no fines Well-graded sands, gravelly sands, little or no fines Clayey gravels, gravel-sand- clay mixtures Silty gravels, gravel-sand-silt mixtures Poorly graded gravels, gravel- sand mixtures, little or no fines Well-graded gravels, gravel- sand mixtures, little or no fines Typical Names Determine percentages of sand and gravel from grain size curve. Less than 5 percent.....................................................GW, GP, SW, SP More than 12 percent....................................................GM, GC, SM, SC 5 to 12 percent...........................Borderline cases requiring dual symbolsLiquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. less than 4 Not meeting all gradation Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. greater than 4 Not meeting all gradation PLATE A.2 requirements for SW requirements for GW UNIFIED SOIL CLASSIFICATION SYSTEMCoarse-grained soils (more than half of the material is larger than No. 200 sieve size)Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows:Laboratory Classification Criteria Highly Organic soilsSilts and clays (Liquid limit greater than 50)Silts and clays (Liquid limit less than 50)Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols Major Divisions 0 10 20 30 40 50 60 70 80 90 1000 10 20 30 40 50 60 CL-ML4 7 CL CH OH and MH ML and OL Liquid Limit Plasticity ChartPlasticity IndexCu= ----- D60 D10 greater than 6:CC= -------------- (D30)2 D10 x D60 between 1 and 3 Cu= ----- D60 D10 greater than 4:CC= -------------- (D30)2 D10 x D60 between 1 and 3 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE SAND SANDY SHALE SILT SILTY SANDSTONE CLAYEY HIGHLY PLASTIC CLAY CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. 47 33 32 17 14 13 9 21 13 109 115 3.5 100/2" 4.5+ 100/2.25" 100/0.625" 100/1.625" 15 16 ASPHALT, 2.5 inches thick CRUSHED STONE BASE, 4 inches thick, w/ asphalt fragments SILTY CLAY, dark brown and brown, w/ limestone fragments, very stiff (FILL) LIMESTONE GRAVEL, tan, w/ brown and tan clay, very dense (FILL) -w/ gray limestone fragments below 6' CLAY / SILTY CLAY, brown, w/ calcareous nodules and limestone fragments SILTY CLAY, light brown, olive-brown, and gray, w/ fractured limestone seams and iron stains, hard LIMESTONE, tan, w/ clay seams, moderately hard LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-1 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.4 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-1 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 56 40 24 18 8 28 18 17 104 2560 2.0 1.75 100/4.75" 1.5 2.75 4.5+ 100/1.75" 100/0.625" 16 ASPHALT, 3.5 inches thick CRUSHED STONE BASE, 2.5 inches thick, w/ asphalt fragments CLAY / SILTY CLAY, dark brown, brown, and light brown, w/ limestone fragments, stiff (possible fill) LIMESTONE, tan, w/ clay seams and layers, moderately hard -fractured below 5' CLAY / SILTY CLAY, dark brown, w/ calcareous nodules and ironstone nodules, stiff SILTY CLAY, light brown, light olive-brown, and light gray, w/ calcareous deposits and ironstone nodules, hard LIMESTONE, tan, w/ clay seams and layers LIMESTONE, tan and gray, hard LIMESTONE, gray, very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-2 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.5 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 25.0' B-2 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 57 40 16 24 15 19 25 21 11 111 97 3760 3.75 3.5 4.25 3.75 3.25 3.5 4.5+ 100/1.75" 100/0.875" 17 ASPHALT, 1.5 inches thick CRUSHED STONE BASE, 4 inches thick, w/ asphalt fragments CLAY / SILTY CLAY, dark brown, w/ occasional calcareous nodules and ironstone nodules, very stiff to hard (possible fill) -w/ limestone fragments above 2' -firm to stiff, 2' to 7' -w/ fractured limestone seams below 8' SILTY CLAY, tan and light gray, w/ ironstone nodules and iron stains, hard LIMESTONE, tan, w/ clay seams and layers LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-3 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.6 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 25.0' B-3 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 52 37 15 14 6 8 5 6 4.5+ 4.5+ 4.5+ 100/2.25" 100/2.25" 100/1.5" 100/0.5" 100/0.125" 15 CLAY / SILTY CLAY, dark brown, brown, light brown and reddish brown, w/ sand, iron stains, limestone fragments and boulders, hard (possible fill) LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard (possible fill) LIMESTONE, tan, w/ clay seams, hard to very hard -10-inch thick clay layer at 13' -10-inch thick clay layer at 17'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-4 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.7 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 25.0' B-4 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 18 17 1112.5 2.75 ASPHALT, 3 inches thick CRUSHED STONE BASE, 7 inches thick, w/ asphalt fragments CLAY / SILTY CLAY, brown, dark brown, and light gray, w/ limestone fragments and occasional calcareous nodules, stiff (possible fill) -w/ fractured limestone seams below 2'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-5 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.8 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 5.0' B-5 5 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 20 14 8 10 2.5 4.5+ 4.5+ CLAY / SILTY CLAY, brown and light brown, w/ limestone fragments and asphalt fragments, stiff to hard (FILL)REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 851-20-02 Water Observations Type SamplesLOG OF BORING NO. B-6 CME-55, w/ CFA 9-4-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.9 National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 5.0' B-6 5 ENGINEERING INC.LOG OF BORING 851-20-02.GPJ CMJ.GDT 10/1/20 CMJ ENGINEERING, INC. PLATE A.10 FREE SWELL TEST RESULTS Project: National Bank of Texas Improvements 2535 NE 28th Street - Fort Worth, Texas Project No.: 851-20-02 Boring No. Depth Interval (ft.) Sample Description Liquid Limit Plastic Limit Plasticity Index Moisture Content % Percent Swell (%) LL PL PI Initial Final B-1 1 – 2 Silty Clay 47 15 32 14.5 18.7 1.5 B-1 14 – 15 Silty Clay 33 16 17 12.7 17.5 0.0 B-3 7 – 8 Clay / Silty Clay 57 17 40 21.2 24.5 0.1 Free swell tests performed at approximate overburden pressure CITY OF FORT WORTH Sanitary Sewer Improvements to serve National Bank of Texas STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103218 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 09, 2021 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021