addendum no. 2 - alder constructionalderconstruction.com/downloads/moab/addendum2.pdf · bc&a...
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BC&A–01/17 ADDENDUMNO.2WRF PAGE1CITYOFMOAB,UTAH
CITYOFMOAB,UTAH
WaterReclamationFacilityADDENDUMNO.2
ThisAddendumconsistsof3page(s)oftext,1attachment(A)whichincludesnine(9)drawings.It istheresponsibilityoftheBiddertoassureandguaranteebyacknowledgingreceiptofthisAddendumonPage004100‐2oftheBidForm,thattheBidderhasreceivedtheAddenduminitsentirety,andthattheBidderacceptsallconditionscontainedherein. ThisaddendumformallymodifiestheContractDocuments(BiddingDocumentsandBidForms,ContractingRequirements,Conditionsof theContract,TechnicalSpecificationsandDrawings)fortheaboveproject. Anychangesdescribedand/orincludedhereinshallnotbelimitedtoaparticularsheet,page,detail,orparagraphthatmaybeindicated,butshallapplytoallreferencesto that item in any part of the Contract Documents and in any context inwhich the item isincluded,used,referredto,associated,requiredorimplied. GENERALTheCityhasreceivedtheConstructionPermitfromtheUtahDivisionofEnvironmentalQuality(DEQ). DRAWINGSDrawingM‐01Group44Pipematerial(SCH40PVCDrain,Waste,Vent)isaddedasanacceptablepipematerialfortheSSfunction,buriedpiping.DrawingM‐03Thegatesscheduletableismodifiedasfollows:GatesSG‐03‐40‐01throughSG‐03‐40‐03addtoRemarks:“shallbecapableofsubmergedservice”GatesSG‐11‐40‐01 throughSG ‐11‐40‐07 theseatinghead is adjustednot toexceed theslideheight(5feetto4feet).TheNon‐RisingStemrequirementisremovedfromtheremarks.Risingstemdesignisacceptable.DrawingM‐04TankST‐02‐40‐01shallhavestandardmanufacturerscoatingontheinterior.Theexteriorshallbecoatedpertechnicalspecificationsection099000,SystemNo.4. DrawingPB‐M‐01,PB‐M‐02,PB‐M‐03,andPB‐M‐04(IssuedinAttachmentA)Thevacuumprimepanelsuppliedbythegritsystemsupplierisrelocatedtotheblowerroom.Seeattacheddrawingsforassociatedchanges.DrawingPB‐E‐01(IssuedinAttachmentA)
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The location of the vacuum priming system panel (Supplied with Grit Removal System) ismodifiedasshownintheattacheddrawing.REVISECalledouthomerunforLCP‐11‐80‐01REVISELocationofLCP‐11‐80‐03forgritremovalsystemADDCircuitfornewLCP‐11‐80‐03fromLCP‐11‐80‐01DrawingPB‐E‐04ismodifiedasfollows(IssuedinAttachmentA):ADDConnectiontoTSH‐11‐30‐03ADDConnectiontovacuumpumpsolenoidvalveADDControlconduitandhomerunfromLCP‐11‐80‐03fromLCP‐11‐80‐01DrawingE‐07(IssuedinAttachmentA)REVISEMCC‐14‐80‐02upsizedconductorsandconduitforvoltagedrop,BucketIDs2A,2G,3A,3G,4A,5A,6A,9N,9T.DrawingE‐09(IssuedinAttachmentA)REVISE PNL‐14‐80‐02, upsized conductors for voltage drop on circuits 5, 7, 15. Spared‐outextraneousload,circuit8.REVISEPNL‐02‐80‐02,upsizedconductorsforvoltagedroponcircuit19.DrawingE‐11(IssuedinAttachmentA)REVISE LCP‐11‐80‐03 and respective conduit and control conductors from LCP‐11‐80‐01 toschematic.ADDConnectiontoTSH‐11‐30‐03fromLCP‐11‐80‐01.DrawingGC‐05DetailsC/2606–Indicatesthatfor:“PW,FLVandUWlinesuserestrainingsystem”.TheuseofrestrainingsystemisnotlimitedtotheseservicelinesaloneperdrawingC‐03. TECHNICALSPECIFICATIONSSpecificationSection071400–FluidAppliedWaterproofingPart1.1.A.isreplacedinitsentiretywithfollowing:Provideandapply,single‐component,fluidappliedliquidwaterproofingsystemtobelowgradeconcretefoundationwallsandfootingsofAdministrationandProcessbuilding,includingsurfacepreparation.SpecificationSection075400–ThermoplasticMembraneRoofingPart2.2.A.1.AddGAFCommercialRoofingtothelistofmanufacturers.SpecificationSection331111SteelPipe:Parts1.3.Disreplacedinitsentiretywiththefollowing:Manufacturer’sQualifications:Thesteelpipemanufacturershallhaveaminimumof5yearsofexperienceinfabricatingAWWAC200pipe.ThesubmittaltotheEngineershallincludealistofatleast10projectsinvolvingfabricationofsimilarsizeandscopeofsteelpipe.SpecificationSection331112SteelPipeFabricatedSpecials:
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Parts1.4.Aisreplacedinitsentiretywiththefollowing:Manufacturer’sQualifications:Thesteelpipemanufacturershallhaveaminimumof5yearsofexperienceinfabricatingAWWAC200pipe.ThesubmittaltotheEngineershallincludealistofatleast10projectsinvolvingfabricationofsimilarsizeandscopeofsteelpipe.SpecificationSection334105“DuctileIronPipe:Part3.4.Bisaddedasfollows:Polyethylene encasement is not required for concrete encased ductile iron pipe. Concreteencasedductileironpipeshallhavetheasphalticcoating.Contractorshallprovideatleastan18‐inchoverlapintotheconcreteencasementattheinterfacewithburiedductileironpipingw/oencasement.SpecificationSection400557–ValveandGateActuatorsFollowingmodificationsaremade:Part2.3.B.5.b.LimitorqueSeriesischangedfromLYtoMX/QX.Part2.3.C.6.b.LimitorqueSeriesischangedfromLYtoMX/QXFollowingadditionismade:Part2.3.C.6AddRotorkIQ3seriestothelistofmanufacturers.SpecificationSection400558–StainlessSteelGatesAddthefollowing:1.3.A.3.Thefullyassembledgatesshallbeshopinspected,testedforoperationandleakage,andadjusted before shipping. A testing and inspection report shall be submitted validatingcompliancewithleakagestandards.2.1.E.2. The threaded portion of the stem shall have Acme type cold rolled threads with amaximumsurfaceof16micro‐inches.3.2FIELDSERVICEThe gate supplier shall include a minimum one (1) day and one (1) field service trip forinstallationinspection,testingandlimitsetting.SpecificationSection400559‐SlideGatesFollowingismodified:Part1.4.C.theleakageratesareadjustedtomatchparagraphAofthissection:Seatinghead:0.1USgpmleakageperfootofseatingperimeterUnseatinghead:0.1USgpmleakageperfootofunseatingperimeter.Addthefollowing:3.2FIELDSERVICEThe gate supplier shall include a minimum one (1) day and one (1) field service trip forinstallationinspection,testingandlimitsetting.SpecificationSection400564–ButterflyValvesPart2.3AandBaremodifiedtostateANCIclass150inlieuofANSIclass300. BOWEN,COLLINS&ASSOCIATES //S// BorisPetkovic,P.E.ProjectEngineer
BC&A–01/17 ADDENDUMNO.2WRF CITYOFMOAB,UTAH ATTACHMENTA
ATTACHMENTA–DRAWINGS
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KEY NOTES: 1.OVERHEAD DOOR, STARTER AND DISCONNECT BY OVERHEAD DOOR, STARTER AND DISCONNECT BY MANUFACTURER. 2.TANKLESS WATER HEATER CONNECTION. PROVIDE AND TANKLESS WATER HEATER CONNECTION. PROVIDE AND INSTALL SNAP SWITCH DISCONNECT. 3.GROUND BAR, SEE DETAILS FOR CONNECTIONS. GROUND BAR, SEE DETAILS FOR CONNECTIONS. 4.AIR COMPRESSOR CONNECTION. AIR COMPRESSOR CONNECTION. 5.FUTURE EQUIPMENT. PROVIDE AND INSTALL CONDUIT FUTURE EQUIPMENT. PROVIDE AND INSTALL CONDUIT W/ PULL-STRING BACK TO SERVICING PANEL. CAP AND LABEL. 6.CONNECTION FOR POLYMER DOSING EQUIPMENT CONNECTION FOR POLYMER DOSING EQUIPMENT CONTROL PANEL. 7.INFLUENT SAMPLER, SEE MECHANICAL. INFLUENT SAMPLER, SEE MECHANICAL. 8.MOUNT DISCONNECT AND LOR HAND SWITCH ON THE MOUNT DISCONNECT AND LOR HAND SWITCH ON THE SAME PEDESTAL. SEE CONTROL DRAWINGS FOR HAND SWITCH. 9.TRENCH BELOW MCC FOR UNDERGROUND CABLING, TRENCH BELOW MCC FOR UNDERGROUND CABLING, SEE STRUCTURAL DRAWINGS. 10.TRENCH DIVIDER TO SEPARATE CONTROLS AND POWER TRENCH DIVIDER TO SEPARATE CONTROLS AND POWER CABLING. 11.POWER CONNECTION FOR INSTRUMENT TRANSMITTER. POWER CONNECTION FOR INSTRUMENT TRANSMITTER. SEE CONTROLS PLAN. 12.UNIT HEATER. PROVIDE MOTOR RATED SNAP SWITCH UNIT HEATER. PROVIDE MOTOR RATED SNAP SWITCH DISCONNECT. COORDINATE WITH HVAC FOR CONDUIT AND WIRE TO THERMOSTAT. 13.PROVIDE AND INSTALL 3/4"C W/ 2#12 & 1#12G FOR PROVIDE AND INSTALL 3/4"C W/ 2#12 & 1#12G FOR POWER FEED FROM LCP-11-80-02 TO LCP-11-80-03
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GENERAL NOTES: A.SEE POWER ONE-LINE DIAGRAM, CONTROLS ONE-LINE SEE POWER ONE-LINE DIAGRAM, CONTROLS ONE-LINE DIAGRAM, CONDUIT AND CABLE SCHEDULES, AND PANEL SCHEDULES FOR WIRE AND CONDUIT. SEE SITE PLAN FOR CONDUIT AND CABLE ROUTING VIA PULLBOXES AND DUCT BANKS. B.ALL CONDUIT LEAVING THE HEADWORKS AREA TO HAVE ALL CONDUIT LEAVING THE HEADWORKS AREA TO HAVE SEAL EQUIVALENT TO CROUSE-HINDS EYS. SEE CLASSIFICATION PLAN. C.UNCLASSIFIED AREAS OF THE PROCESS BUILDING HAVE A UNCLASSIFIED AREAS OF THE PROCESS BUILDING HAVE A CABLE TRAY SYSTEM FOR ROUTING OF POWER AND CONTROLS CABLING NOT INTENDED TO BE CONCEALED. SEE DRAWING PB-E-03. D.HOUSEKEEPING PADS REQUIRED FOR ALL FLOOR HOUSEKEEPING PADS REQUIRED FOR ALL FLOOR STANDING ELECTRICAL PANELS. SEE STRUCTURAL. CONTRACTOR TO COORDINATE WITH ACTUAL EQUIPMENT FOR DIMENSIONS AND CONDUIT STUB LOCATIONS.
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P:\Moab City\WWTP\130-15-04 Moab WRF Final Design\2.0 - Design Phase\2.10 Drawings\Sht\1301504_PB-E-01.dwg Plotted: 1/20/2017 2:24 PM By: Brian Sanderson Plotted: 1/20/2017 2:24 PM By: Brian Sanderson1/20/2017 2:24 PM By: Brian Sanderson By: Brian SandersonBrian Sanderson
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CITY OF MOAB, UTAH
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MOAB WATER RECLAMATION FACILITY
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MOAB, UTAH
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12-16-2016
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ADDENDUM NO. 2
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INSTRUMENTATION PLAN
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KEY NOTES: 1.MOUNT HAND SWITCH TO SAME PEDESTAL AS MOTOR MOUNT HAND SWITCH TO SAME PEDESTAL AS MOTOR DISCONNECT, SEE POWER PLAN. 2.POLYMER FEED CONTROL PANEL. POLYMER FEED CONTROL PANEL. 3.HAZARDOUS GAS NOTIFICATION BEACON EDWARDS HAZARDOUS GAS NOTIFICATION BEACON EDWARDS SIGNALING 105XBRMR120A OR EQUAL. MOUNT ADJACENT TO ABOVE DOOR AREA LIGHT FIXTURE. SEE LIGHTING PLANS. 4.VACUUM PUMP SOLENOID VALVE, PROVIDED AS PART OF VACUUM PUMP SOLENOID VALVE, PROVIDED AS PART OF THE GRIT REMOVAL SYSTEM, CONTRACTOR TO PROVIDE CONDUIT AND CONDUCTOR.
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GENERAL NOTES: A.SEE POWER ONE-LINE DIAGRAM, CONTROLS ONE-LINE SEE POWER ONE-LINE DIAGRAM, CONTROLS ONE-LINE DIAGRAM, CONDUIT AND CABLE SCHEDULES, AND PANEL SCHEDULES FOR WIRE AND CONDUIT. SEE SITE PLAN FOR CONDUIT AND CABLE ROUTING VIA PULLBOXES AND DUCT BANKS. B.ALL CONDUIT LEAVING THE HEADWORKS AREA TO HAVE ALL CONDUIT LEAVING THE HEADWORKS AREA TO HAVE SEAL EQUIVALENT TO CROUSE-HINDS EYS. SEE CLASSIFICATION PLAN. C.UNCLASSIFIED AREAS OF THE PROCESS BUILDING HAVE A UNCLASSIFIED AREAS OF THE PROCESS BUILDING HAVE A CABLE TRAY SYSTEM FOR ROUTING OF POWER AND CONTROLS CABLING NOT INTENDED TO BE CONCEALED. SEE DRAWING PB-E-03.
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(FUTURE)
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INSTRUMENTATION PLAN
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P:\Moab City\WWTP\130-15-04 Moab WRF Final Design\2.0 - Design Phase\2.10 Drawings\Sht\1301504_PB-E-04.dwg Plotted: 1/20/2017 2:30 PM By: Brian Sanderson Plotted: 1/20/2017 2:30 PM By: Brian Sanderson1/20/2017 2:30 PM By: Brian Sanderson By: Brian SandersonBrian Sanderson
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DESIGN
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CITY OF MOAB, UTAH
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MOAB WATER RECLAMATION FACILITY
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MOAB, UTAH
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130-15-04
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DECEMBER 2016
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12-16-2016
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ADDENDUM NO. 2
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CONDUIT AND CABLE
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SCHEDULE
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P:\Moab City\WWTP\130-15-04 Moab WRF Final Design\2.0 - Design Phase\2.10 Drawings\Sht\1301504_E-07.dwg Plotted: 1/20/2017 2:21 PM By: Brian Sanderson Plotted: 1/20/2017 2:21 PM By: Brian Sanderson1/20/2017 2:21 PM By: Brian Sanderson By: Brian SandersonBrian Sanderson
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CITY OF MOAB, UTAH
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MOAB WATER RECLAMATION FACILITY
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MOAB, UTAH
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130-15-04
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212
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ELECTRICAL
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P:\Moab City\WWTP\130-15-04 Moab WRF Final Design\2.0 - Design Phase\2.10 Drawings\Sht\1301504_E-09.dwg Plotted: 1/20/2017 2:22 PM By: Brian Sanderson Plotted: 1/20/2017 2:22 PM By: Brian Sanderson1/20/2017 2:22 PM By: Brian Sanderson By: Brian SandersonBrian Sanderson
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CITY OF MOAB, UTAH
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MOAB WATER RECLAMATION FACILITY
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MOAB, UTAH
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130-15-04
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DECEMBER 2016
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212
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YI-11-10-01 PUMP RUNNING
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FE-03-30-01 SCREENS EFFLUENT CHANNEL FLOW ELEMENT
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KEY NOTES: 1.VERIFY AND USE RECOMMENDED CABLE PROVIDED BY VERIFY AND USE RECOMMENDED CABLE PROVIDED BY INSTRUMENT MANUFACTURER. CONTRACTOR TO VERIFY CABLE LENGTH REQUIREMENTS PRIOR TO ORDERING INSTRUMENTS. SPLICING NOT ALLOWED UNLESS APPROVED BY ENGINEER.
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GENERAL NOTES: A.GENERAL AND KEY NOTES APPLY TO ALL INSTRUMENTATION GENERAL AND KEY NOTES APPLY TO ALL INSTRUMENTATION ONE-LINE DIAGRAMS. B.SEE POWER PLANS AND PANEL SCHEDULES FOR SEE POWER PLANS AND PANEL SCHEDULES FOR EQUIPMENT AND INSTRUMENT POWER. C.COORDINATE ALL REQUIRED CONDUIT PENETRATIONS PRIOR COORDINATE ALL REQUIRED CONDUIT PENETRATIONS PRIOR TO POURING FLOORS, CORE DRILLING WILL NOT BE ALLOWED. D.SEE NETWORK ARCHITECTURE FOR INSTRUMENTATION AND SEE NETWORK ARCHITECTURE FOR INSTRUMENTATION AND CONTROLS COMMUNICATIONS NETWORKING. E.CONTROL CABLING MAY BE CONSOLIDATED BY SIGNAL TYPE CONTROL CABLING MAY BE CONSOLIDATED BY SIGNAL TYPE INTO COMMON CONDUIT NOT EXCEEDING NEC FILL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL NECESSARY JUNCTION BOXES, ETC. SEE DUCT BANK DETAILS FOR SITE CONTROL CABLING SITE CONDUIT.
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TSH-11-10-01 HIGH MOTOR TEMPERATURE
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DI
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3/4"C,4#14 (2 SPARE)
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TSH-11-40-02 HIGH MOTOR TEMPERATURE
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DI
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3/4"C,4#14 (2 SPARE)
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VALVE VAULT
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LSH-40-30-02 HIGH FLOOD LEVEL
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J
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6004
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I
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DI
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3/4"C, 2#16
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LCP-11-80-03
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VACUUM PUMP SOLENOID VALVE
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DI
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3/4"C, 3#12
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3/4"C, 4#12
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TSH-11-40-03 HIGH MOTOR TEMPERATURE
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DI
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3/4"C,4#14 (2 SPARE)
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139
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E-11
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R. SMITH
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R. SMITH
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S. CAVANAUGH
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S. CAVANAUGH
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ELECTRICAL
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INSTRUMENTATION
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ONE-LINE
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DIAGRAM
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P:\Moab City\WWTP\130-15-04 Moab WRF Final Design\2.0 - Design Phase\2.10 Drawings\Sht\1301504_E-11.dwg Plotted: 1/20/2017 2:28 PM By: Brian Sanderson Plotted: 1/20/2017 2:28 PM By: Brian Sanderson1/20/2017 2:28 PM By: Brian Sanderson By: Brian SandersonBrian Sanderson
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REVIEW
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REVISIONS
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NO.
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DATE
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DESCRIPTION
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REV. BY
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DESIGN
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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PROJECT
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NUMBER
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DATE:
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SHEET
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OF
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DRAWING NO.
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APPROVED
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CHECKED
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DRAWN
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DESIGN
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CITY OF MOAB, UTAH
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MOAB WATER RECLAMATION FACILITY
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MOAB, UTAH
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130-15-04
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DECEMBER 2016
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212
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L
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I
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C
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E
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N
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A
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G
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I
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N
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E
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E
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R
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SHANE CURTIS
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S
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T
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A
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T
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E
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U
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A
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H
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CAVANAUGH
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#8852860-2202
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12-16-2016
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1
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1
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01/17
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SC
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ADDENDUM NO. 2
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1