Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Norton Ranch Lift Station Upgrades
1001021031 0 4 1 0 5 106119P:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-0_COVER.DWG PLOTTED BY:LEE HAGEMAN ON Apr/24/2026©This document was prepared byMorrison-Maierle and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawf ul.engineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721 www.m-m.netLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONPROJECT LOCATIONPREPARED BY:PROJECT LOCATIONSET NO.MORRISON-MAIERLE PROJECT NO. 10678.001APPROVED BY:APPROVED BY:LAUREL PARKWAY,LLCTHOMAS BERKLEYOWNER'S REPRESENTATIVEPO BOX 161236BIG SKY, MT 59716-1236MATT E. EKSTROM, PEPROJECT MANAGERAPPROVED BY:CITY OF BOZEMANRECORD DRAWINGS FORNORTON RANCH LIFT STATION UPGRADESBOZEMAN, MONTANAMARCH 2026LOCATION MAPNOT TO SCALEVICINITY MAPNOT TO SCALEQUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleMATT E. EKSTROMJAMES A. ULLMANBRAD J. HAMMERQUIST02/04/202510678.001-008-00318PROJECT CONTROL TABLEPNT # NORTHING EASTING ELEVATION DESCRIPTIONNOTES:1. PROJECT CONTROL ELEVATION IS PROVIDED FOR REFERENCE ONLY. ELEVATIONS OF CONTROL POINTS SHALL BE VERIFIED BY LICENSEDSURVEYOR PRIOR TO CONSTRUCTION.2. HORIZONTAL DATUM: BOBCAT LOCALIZATION, INTERNATIONAL FEET. VERTICAL DATUM: NAVD88W BABCOCK STN COTTONWOOD RD LAU R E L P K W Y DURSTON RDPARCEL SIZE: 6,851 SF (0.16 AC)PROJECT ADDRESS: 260 N LAUREL PKWY, BOZEMAN, MT 59718LEGAL DESCRIPTION: LOT 1 OF THE NORTON EAST RANCH PHASE 6SUBDIVISION PHASE (PLAT J-694); SITUATED INSECTION 9, TOWNSHIP 2 SOUTH, RANGE 5 EAST,PRINCIPAL MERIDIAN, GALLATIN COUNTY, MONTANA.PROJECT ZONING:R-4COMMUNITY PLAN DESIGNATION: URBAN NEIGHBORHOODSITE AND BUILDING INFORMATIONBUILDING CODE:2021 IBCEXISTING BLDG SIZE:328 SFPROPOSED BLDG SIZE: 628 SF (300 SF EXPANSION)EXISTING DRIVEWAY: 508 SFPROPOSED DRIVEWAY:1,643 SF (1,135 EXPANSION)PARKING REQUIREMENTS: NOT APPLICABLEOPEN SPACE CALCULATIONS: NOT APPLICABLEPARKLAND REQUIREMENTS: NOT APPLICABLEADA ACCESSIBILITY: NOT APPLICABLE4/24/2026 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-1_DRAWINGINDEX.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANADRAWING INDEX AND ZONING MAP10678.0011G-1KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026SHEET INDEXSHT No.DWG. No.Sheet Title00COVER1G-1DRAWING INDEX AND ZONING MAP2G-2GENERAL NOTES & ABBREVIATIONS3G-3GENERAL NOTES & ABBREVIATIONS4G-4GENERAL STRUCTURAL NOTES5G-5GENERAL STRUCTURAL NOTES6G-6ELECTRICAL LEGENDS AND SYMBOLS7G-7P&ID LEGEND AND NOTES8C-1EXISTING SITE CONDITIONS9C-2CONSTRUCTION MANAGEMENT, ROUTE, AND EROSION CONTROL PLAN10C-3CIVIL SITE AND UTILTIES PLAN11C-4SITE DEMOLITION PLAN12C-5OVERALL SITE PLAN13C-6TEMPORARY BYPASS PLAN14C-7SITE GRADING PLAN15C-8YARD PIPING PLAN16C-9GRAVITY SEWER PLAN AND PROFILE17C-10FORCE MAIN PLAN AND PROFILE18C-11FORCE MAIN PLAN AND PROFILE19C-12FORCE MAIN PLAN AND PROFILE20C-13FORCE MAIN PLAN AND PROFILE21S-1STRUCTURAL DEMOLITION PLAN22S-2STRUCTURAL DEMOLITION ELEVATIONS23S-3FOUNDATION PLAN24S-4ROOF FRAMING PLAN25S-5NORTH AND SOUTH ELEVATIONS26S-6EAST AND WEST ELEVATIONS & BUILDING SECTION27S-7SECTIONS AND DETAILS28S-8SECTIONS AND DETAILS29M-1LIFT STATION DEMOLITION PLAN30M-2LIFT STATION PLAN31M-3LIFT STATION SECTIONS & DETAILS32M-4WET WELL PLAN & SECTION33M-5WET WELL SECTIONS AND DETAILS34H-1HVAC LEGEND35H-2HVAC SCHEDULES36H-3HVAC DETAILS37H-4HVAC DEMOLITION PLAN38H-5HVAC PLAN39E-1ELECTRICAL LEGENDS AND SYMBOLS40E-2ELECTRICAL DEMO PLAN41E-3ELECTRICAL SITE PLAN42E-4EXISTING BUILDING ELECTRICAL PLAN43E-5NEW GENERATOR ADDITION ELECTRICAL PLAN44E-6WET WELL ELECTRICAL PLAN AND SECTION45E-7ONE-LINE DIAGRAM46E-8ELECTRICAL DETAILS47E-9ELECTRICAL SCHEDULES48E-10TYPICAL ANALOG INSTRUMENTS WIRING49E-11SCADA FLOAT MODE CONTROL WIRING50E-12TYPICAL PUMP WIRING51E-13PUMP MONITORING AND LEVEL DISPLAY CONTROL WIRING52E-14PHOTOMETRIC SITE PLAN53I-1LIFT STATION PROCESS AND INSTRUMENTATION DIAGRAM54SD-1STANDARD DETAILS55SD-2STANDARD DETAILS56SD-3STANDARD DETAILS57SD-4STANDARD DETAILS58L 000LANDSCAPE PLAN59L001LANDSCAPE COVERAGE PLAN60L 500LANDSCAPE DETAILS6001,2003006000SCALE IN FEET1-ZONING MAPSCALE: 1" = 600'LIFT STATION SITECITY LIMITS, TYPR-MHB-1UMUBPREMUB-2B-2MR-4R-4R-4R-4R-4R-5R-3R-3R-3R-3R-3R-2R-2R-2R-2R-2R-2R-1R-1R-1PLIPLIR-OR-OR-OBPBPREMU CONCRETECMU SECTIONMASONRY VENEERRIGID INSULATIONSTEELGROUND SURFACEMATERIAL SYMBOLSBOUNDARY AND/OR PROPERTY LINEFENCE LINEEASEMENT LINESECTION LINE OR DLC LINEROAD (EDGE OF EXISTING PAVEMENT)EXISTING CULVERTHORIZONTAL/VERTICAL CONTROL POINTCONTROL POINTCOORDINATE POINTBORING DRILL HOLE LOCATION AND NUMBER. SURVEY HUB AND TACK WITH STATIONBENCHMARK LOCATION AND NUMBERPIEZOMETER LOCATION AND NUMBEREXISTING GRADEFINISH GRADEELEVATION ORIGINAL GROUNDNEW TREE AS SPECIFIEDSIGN, ONE POST OR TWO POSTEXISTING MANHOLENEW MANHOLEEXISTING UTILITY OR TELEPHONE POLENEW UTILITY OR TELEPHONE POLEDITCH SHOWING DIRECTION OF FLOWCREEK/RIVER W/ DIRECTION OF FLOWEXISTING CONTOURNEW CONTOUREXISTING STRUCTURE TO BE REMOVED *EXISTING STRUCTURE *EXISTING A.C. PAVEMENT *NEW A.C. PAVEMENT *GRAVEL SURFACE *CONCRETE WALK *LIMITS OF TOPSOIL AND SEEDING *EXISTING EMBANKMENT.NEW EMBANKMENT OR CUT SLOPE. NOTES: xxDH#132+00P-31000100042.6100010003:13:1TOPOGRAPHIC LEGENDSLOPE AS NOTED *SLOPE AS NOTED *BURIED TELEPHONEBTU.S. GOVERNMENT BOUNDARY MARKER.REBARPOINT OF INTERSECTION, SET 5/8"x 18"BUSHEDGE OF TREES, BRUSHRIPRAPEXISTING TREE W/ APPROX. TRUNK DIAMETER12"X:XHORIZONTAL DISTANCE : VERTICAL DISTANCEPIPE AND FITTING SYMBOLSDOUBLE LINESINGLE LINEEXISTING PIPE (SCREENED)NEW PIPEEXISTING PIPE TO BE ABANDONEDEXISTING PIPE TO BE REMOVEDWELDED JOINTGROOVED END JOINT - FLEXIBLEGROOVED END JOINT - RIGIDFLANGED JOINT(RUBBER GASKET PUSH-ON)MECHANICAL JOINTHUB & SPIGOT JOINTFLANGE COUPLING ADAPTERFLEXIBLE COUPLINGFLEXIBLE COUPLING WITHTHRUST TIESSTEEL BELLOWSEXPANSION JOINTELASTOMER BELLOWSEXPANSION JOINTELBOW UPBALL JOINTELBOW DOWNTEE UPTEE DOWNLATERAL UPLATERAL DOWNCONCENTRIC REDUCERTEECROSSELBOW 90 DEGREEANCHORCAPPLUGBLIND FLANGEUNIONECCENTRIC REDUCERELBOW 45 DEGREELATERALPIPE. USE FLOW STREAM IDENTIFICATION LEGEND, ONRW16"EXAMPLENOMINAL PIPE DIAMETERVALVE DESIGNATIONSPIPING DESIGNATIONORDESIGNATIONALL VALVES ASSHOWN ON P&IDs,FLOW DIRECTIONVALVE SYMBOLGATEKNIFE GATEBUTTERFLYGLOBEBALLVEE-BALLSEAT PORTECCENTRIC PLUG W/REQUIREDSEAT LOCATIONPLUG OR COCKFULL PORT PLUGNEEDLEFPKVALVE SYMBOLSSDIAPHRAGMPINCHSWlNG CHECKDOUBLE DISK CHECKBALL CHECKHOSE VALVENON FREEZE HOSE VALVEX = NO. IN SPECSNON FREEZE HOSE VALVE WITH HOSE RACKX = NO. IN SPECSSAMPLEMUDPRESSURE RELIEFAIR AND/OR VACUUM RELEASEXREGULATED SIDEPRESSURE CONTROLMULTI-PORT VALVETYPES, APPROPRIATE VALVE SYMBOL SHOWN.)(BALL VALVE SHOWN. FOR OTHER VALVEARROWS INDICATE FLOW PATTERN. SEAT PORTSARE IMPLIED BY INDICATED FLOW PATTERN.FlRE HYDRANTCATHODIC PROTECTION TEST STATIONCATHODIC PROTECTION ANODEMISCELLANEOUS PIPING SYMBOLSSTRAINERSIGHT GLASSFLEXIBLE (ELASTOMER) PIPE CONNECTIONVGAUGE WITH COCKTHERMOMETERROTAMETERGALVANIC ANODEXXAIR SETXX = SUPPLY PRESSURE - PSIGPSTYPICAL INSTRUMENT SYMBOL26-1-2(SEE I & C LEGEND)ANOTES:DFSHLAVSKSSHDRINKING FOUNTAINEMERGENCY EYE WASHKITCHEN SINKLAVATORYSHOWERSINKSERVICE SINKSAFETY SHOWERPLUMBING FIXTURE INDENTIFICATIONEEWKSKSSKEL. VIEWSLUICEBUTTERFLYFLAPSHEARPLAN VIEWFABRICATED SLIDEGATE SYMBOLSMECHANICAL LEGEND AND NOTES GENERAL PIPING NOTESDWG. 1-G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS.16"RW8" - V400SIZE OF VALVEVALVE DESIGNATIONVALVE TYPE, SEESPECIFICATIONSGENERAL NOTES:PIPE AND FITTING END PATTERNSBSFPEGEMJPOBELLSPIGOTFLANGEPLAIN ENDGROOVED ENDMECHANICAL JOINTPUSH-ONEXAMPLE:FMJPESEE SPECS FOR BORING LOGS.BM-2CONTROL VALVES:MANUAL VALVES:X=PROCESS VARIABLEXCVXVSOLENOIDSFILTERGENERAL DESIGN DESIGNATIONSVALVE ACTUATOR SYMBOLSPPNEUMATIC w/ POSITIONERZSPNEUMATIC w/ SOLENOIDPEELECTRICZELECTRIC w/ POSITIONEREHHYDRAULICMANUALSOLENOIDSXXXXXDETAIL AND SECTION DESIGNATION - WHERE SHOWNSTANDARD DETAIL DESIGNATIONARCHITECTURAL LEGENDINDICATES PAIR OF DOORSDOOR NUMBERWINDOW TYPEDWG. NO. WINDOWROOM NUMBERACCESS HATCHINDICATE HINGE SIDE: SIDE WHERE LINESMEET (RIGHT SIDE ON SYMBOL)FIRE EXTINGUISHERAS SPECIFIEDACTIVEINACTIVE103F.E.WALLWATER CLOSETWCWATER HEATERWHWASH STATIONWSURINALURVANITY CABINETVCLAV - 2EXAMPLE:FIXTURE LEGENDNO. IN SPECIFICATIONSMISCELLANEOUS MECHANICAL/PLUMBING SYMBOLSPRESSURE SWITCHHOSE RACK (TYPE AS INDICATED)SAFETY SHOWER AND EYEWASHSSH-XX = NO. IN SPECIFICATIONSX = F - FLOOR CLEANOUTD - DECK CLEANOUTW - WALL CLEANOUTV - VENT CLEANOUTHUB DRAINX = NO. IN SPECSY - P WITH PRIMED TRAPFLOOR DRAINX = NO. IN SPECSY - P WITH PRIMED TRAPOVERFLOW DRAINX = NO. IN SPECSROOF DRAINX = NO. IN SPECSAREA DRAINX = NO. IN SPECSY - P WITH PRIMED TRAPPSXCOHD-XYFD-XYOD-XRD-XAD-XY3FA24DETAIL OCCURS ONNOTE INDICATOR1CENTERLINE (℄)SPECIAL ARCHITECTURAL LEGENDPRECAST CONCRETEMASONRY VENEERRIGID INSULATIONCONCRETECMU - PLANMETAL STUD - PLAN & STEELSPECIAL STRUCTURAL LEGENDNON-BEARING CMU WALLBEARING CMU WALLPRECAST WALL PANELCONCRETE CURB/CONCRETE COLUMNDETAIL AND SECTION DESIGNATION - WHERE TAKENXX-X-XX-X-NOTE:ALSO SEE ARCHITECTURAL AND STRUCTURALDRAWINGS FOR SPECIAL LEGENDS AND SYMBOLS.1.* SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" ANDARE SHOWN IN LIGHT LINE WEIGHTS, OR AS SCREENED BACKGROUND. NEWSTRUCTURES ARE SHOWN IN HEAVY LINE WEIGHTS.1.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATIONPOINTS. MINIMUM COVER SHALL BE 6'-6" UNLESS OTHERWISE SHOWN.2.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TOADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED.TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWNFOR ADJACENT STRAIGHT RUN OF PIPE.3.LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTSSHOWN IS ONLY APPROXIMATE, NOT ALL REQUIRED PIPE HANGERSAND SUPPORTS ARE SHOWN. FINAL SUPPORT REQUIREMENTS SHALLBE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEERPRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED.4.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USEDWHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL.5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALLBE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESSOTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FORTEST PRESSURES SPECIFIED.6.SYMBOLS. LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BEFOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE.ALL OF THE VARIOUS APPLICATIONS ARE NOT NECESSARILY USED INTHE PROJECT.7.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALLBURIED PIPING SPECIFIED TO BE PRESSURE TESTED, EXCEPT WELDED,GROOVED END OR SCREWED PIPING, SHALL BE PROVIDED WITHTHRUST PROTECTION AT ALL DIRECTION CHANGES, UNLESSOTHERWISE NOTED. SEE THRUST DETAILS AND NOTES ON DRAWING1-G-3.8.WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGIDJOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGEDCOUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL BEJOINED TO THE COUPLING ADAPTER.9.VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE.10.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLYAPPROXIMATE, NOT ALL REQUIRED UNIONS ARE SHOWN. PROVIDE ALLUNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OFVALVES AND MECHANICAL EQUIPMENT.11.THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR THECOORDINATING AND PERFORMING THE CONNECTION OF THE PIPINGAND ASSOCIATED APPURTENANCES INSTALLED UNDER THISCONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND TO THEWORK OF OTHER CONTRACTORS, AS NOTED.12.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT ISTO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTORSHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITSEXACT LOCATION. SIZE, MATERIALS, AND INVERT ELEVATIONS.1.STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ONSTANDARD LEGEND SHEETS. THEREFORE, SOMESYMBOLS OR ABBREVIATIONS SHOWN ON THE STANDARDLEGENDS MAY NOT BE SHOWN ON THE PLANS.1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLELINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWNSIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPINGSPECIFICATIONS.2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERICONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC ENDCONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/ORSCREENED AND IS NOTED AS EXISTING. NEW PIPING ANDEQUIPMENT IS SHOWN HEAVY LINED.4.UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICALDRAWINGS.STANDARD DETAIL NUMBERSTANDARD DETAIL DESIGNATIONSEE GROUP 9 DRAWINGSSECTION LETTER OR DETAILNUMBER DESIGNATIONDRAWING NUMBER WHERE TAKENSHOWN ON SAME DRAWINGSECTION LETTER OR DETAILNUMBER DESIGNATIONDRAWING NUMBER WHERE SHOWNSHOWN ON SAME DRAWINGVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-2_GENERALNOTES&ABBREVIATIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL NOTES & ABBREVIATIONS10678.0012G-2KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026 ALL ABBREVIATIONS ARE USED ON THE PLANS.2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) USE ON DRAWINGS AND TEXT", PUBLISHED BY THE1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FORYARDTRANSFORMERWELDED WIRE MESHWELDED WIRE FABRICWATER WEIGHTWELDED STEEL, WROUGHT STEELWATERSTOP, WATER SURFACEWIRE MESHWATERLINEWITHOUTWITH WOODWIDTHVENT THROUGH ROOFVERIFYVOLUMEVERTICALVALVE, VOLTULTIMATEUNDERGROUNDUNIFORM BUILDING CODETYPICALTOP OF WALLTOP OF STEELTOP OF CONCRETE, TOP OF CURBTOP OFTHROUGHTHICKTEMPORARY, TEMPERATURETOP FACETOP AND BOTTOMSYMMETRICALSTRUCTURESTEELSTIFFENERSTANDARDSTATIONSTAINLESS STEELSQUARE INCHSQUARE FOOTSQUARESUPPORTSPACINGSPECIFICATIONSPACE, SPACEDSLOPESIMILARSHEETSECTIONSIDEWALKSCHEDULESANITARYRIGHT-OF-WAYREINFORCING STEELREQUIREDRELOCATE, RELOCATIONREINFORCE, REINFORCINGREFERENCEREINFORCEMENT BARREDUCERROAD, ROOF DRAINREINFORCED-CONCRETE PIPEREINFORCED CONCRETERADIUSPAVEMENTPOLYVINYL CHLORIDEPOINT, POINT OF TANGENCYPRESSURE SWITCH, PIPE SUPPORTPRESSURE REDUCING VALVEPROPERTYPREPARE, PREPARATIONPRELIMINARYPREFABRICATEDPRECASTPANELPLANT MONITORING PANELPLYWOODPLATE, PROPERTY LINEPREMOLDED JOINT FILLERPRESSURE INDICATOR, POINT OF INTERSECTIONPIPE HANGERPERPENDICULARPENETRATIONPLAIN ENDPLANT CONTROL PANELPOINT OF CURVEPROCESS AND INSTRUMENTATION DIAGRAMOPENINGOUTSIDE FACEOUTSIDE DIAMETERON CENTERNOT TO SCALENOMINALNUMBERNOT IN CONTRACTMECHANICAL JOINTMISCELLANEOUSMINIMUMMANHOLEMANUFACTURE, MANUFACTURERMANUFACTUREDMECHANICALMOTOR CONTROL PANELMOTOR CONTROL CENTERMACHINE BOLTMAXIMUMMATERIALLOUVERLEVELLONG RADIUSLOCAL PANELLONGITUDINALLINTELLINEAR FEETPOUNDSANGLEJOINTJOISTJUNCTION BOXINVERTINTERIORINSULATEINSTRUMENTINSTALL, INSTALLATIONINFLUENTINCHINSIDE FACEINSIDE DIAMETERHIGHWAYHEATING, VENTILATING, AND AIR CONDITIONINGHOSE VALVEHEIGHT, HEAT TRACEHOSE RACK, HOURHORSEPOWERHORIZONTALHOLLOW METALHOOKHEADERHARDWAREHUB DRAINHOSE BIBHEADED ANCHOR STUDGYPSUM WALLBOARDGRAVELGALVANIZED STEEL PIPEGASKETGRATINGGROUNDGALVANIZED STEELGALVANIZEDGALLONGAGE, GAUGEFACE TO FACEFOOTING, FITTINGFOOT, FEETFABRICATED STEELFIBERGLASS REINFORCED PLASTICFACE OF CONCRETEFINISHFLOW LINEFLANGEFLEXIBLEFLOOR, FLOWFINISH GRADEFINISHED FLOORFIRE EXTINGUISHERFOUNDATIONFLOOR DRAINFLANGE COUPLING ADAPTERFLEXIBLE COUPLINGFLAT BAR, FACE BRICKFABRICATEFLANGEEXTENSION, EXTERIOREXISTINGEXPANSION JOINTEXPANSIONEXHAUSTEXCAVATEEACH WAYEQUIVALENTEQUIPMENTEQUALLY SPACEDEQUAL, EQUALLYEDGE OF PAVEMENTENGINEERENCLOSEELECTRIC, ELECTRICALELBOWELEVATIONEACH FACE, EXHAUST FANEACHDRAWINGDOOR DOWNDIRECTIONDUCTILE-IRON MECHANICAL JOINTDIMENSIONDIAGONALDIAMETERDUCTILE IRON, DRAIN INLETDETAILDOUBLEDEFORMED BAR ANCHORPENNY (NAIL SIZE)DRAINCUBIC YARDCULVERTCUBIC INCHCUBIC FEETCUBICCOUNTERSINKCENTERCENTER TO CENTERCOUPLINGCONTROL PANELCORRUGATEDCOORDINATECONTRACTORCONTINUE, CONTINUED, CONTINUOUSCONSTRUCTIONCONNECT, CONNECTIONCONCRETE OR CONCENTRICCOMBINATIONCOLUMNCLEANOUTCONCRETE MASONRY UNITSCORRUGATED METAL PIPECLEAR, CLEARANCECEILINGCEMENT LINED DUCTILE IRONCONSTRUCTION JOINT, CONTROL JOINTCIRCULARCAST-IN-PLACE CONCRETECAST-IRON PIPE FLANGED JOINTCAST-IRON PIPE MECHANICAL JOINTCAST IRONCHECKCHANNELBRACKETBEARINGBOTTOMBEAM, BENCHMARKBELOWBLOCKBUILDINGBOTTOM FACEBETWEENBOARDATAVERAGEASPHALTARCHITECTURE, ARCHITECTURALAPPROVEDAPPROXIMATEAMERICAN NATIONAL STANDARDS INSTITUTEALTERNATEALUMINUMANCHORABOVE FINISHED FLOORADAPTERADJACENT, ADJUSTADDITIONALASPHALTIC CONCRETE, ALTERNATING CURRENTABOVEABANDONANCHOR BOLTYDXFMRWWMWWFWTRWTWSTLWSWMWLW/OW/WDWVTRVRFYVOLVERTVULTUGUBCTYPT.O.W.T.O.S.T.O.C.T.O.THRUTHKTEMPTFT&BSYMSTRUCTSTLSTIFSTDSTASSTSQ INSQ FTSQSPRTSPA, SPGSPECSPSLPSIMSHTSECTSDWKSCHEDSANR/WRSTREQDRELOCREINFREFREBARRDCRRDRCPRCRADPVMTPVCPTPSPRVPROPPREPPRELIMPREFABPRCSTPNLPMPPLYWDPLPJFPIPHPERPPENPEPCPPCP&IDOPNGOFODOCNTSNOMNONICMJMISCMINMHMFRMFDMECHMCPMCCMBMAXMATLLVRLVLLRLPLONGLNTLLFLBSLJTJSTJBINVTINTINSULINSTRINSTLINFLIN.IFIDHWYHVACHVHTHRHPHORIZHMHKHDRHDWHDHBHASGWBGVLGSPGSKTGRTGGNDGALVSGALVGALGAF TO FFTGFTFSTLFRPFOCFIN.FLLFLGFLEXFLFGFFF. EXTFDNFDFCAFCFBFABFEXTEXSTEXP JTEXPEXHEXCEWEQUIVEQUIPEQL SPEQLEPENGRENCLELECELBEL, ELEVEFEADWGDRDNDIRDIMJDIMDIAGDIADIDETDBLDBAdDCU YDCULVCU INCU FTCUCTSKCTRC TO CCPLGCPCORRCOORDCONTRCONTCONSTRCONNCONCCOMBCOLCOCMUCMPCLRCLGCLDICJCIRCCIPCCIPCIMJCICHKCHANBRKTBRGBOTBMBLWBLKBLDGBFBETWBD@AVGASPHARCHAPVDAPPROXANSIALTALUMAHRAFFADPTRADJADDLACABVABDNAB NOTE: ABBREVIATIONS OR CONTACT THE ENGINEER.3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS.FLOORFLRCENTER LINECLIEINVERT ELEVATIONFOFIBER OPTICTOP OF FOOTINGT.O.F.TOP OF SLABT.O.SL.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-2_GENERALNOTES&ABBREVIATIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL NOTES & ABBREVIATIONS10678.0013G-3KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS AND EMPHASIZED FOR INDIVIDUAL DRAWING PURPOSES.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, CURRENTEDITION (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; COB DESIGN STANDARDS AND SPECIFICATIONS; AND THE PROJECTSPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR,THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITEWHERE APPROVED BY THE OWNER OR WITHIN DEDICATED LOCATIONS WITH TEMPORARY CONSTRUCTION EASEMENTS. IT SHALL BE UNDERSTOOD THAT THERESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTORAND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'SATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANYMONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATEOF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR, CITY OF BOZEMAN, OWNER,MORRISON-MAIERLE, INC., AND ANY OTHER JURISDICTIONAL AGENCIES PRIOR TO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKINGHOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTIONSERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTSON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OROTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THEREGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE."CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BEINSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALLLOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THESITE BY THE CONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED ASDIRECTED BY THE OWNER OR ENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALLBE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE ORSTOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPERMOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEERPRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.18.CONTRACTOR SHALL RESTORE ANY VEGETATIVE COVER DISTURBED DURING CONSTRUCTION ACTIVITY USING A SEED MIXTURE APPROVED BY THE CITY OFBOZEMAN, AND SHALL BE REQUIRED TO ENSURE IT'S PLANTED DURING AN APPROPRIATE SEASON AND WATERED FOR SUFFICIENT TIME TO ESTABLISH ROOTMASS. LATE FALL AND WINTER PLANTING MAY BE ALLOWED IF APPROVED BY THE CITY AND ENGINEER. DISTURBED AREAS THAT CONVEY SURFACE WATERSHALL REQUIRE THE INSTALLATION OF EROSION CONTROL MATTING.19.ASPHALT, CONCRETE CURB AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.20.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.21.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS.22.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.23.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED ANDTO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.24.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +/- 4700' TO PROJECT DATUM.25.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.26.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTALQUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.27.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.28.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5%.DIGITAL FILES AND MACHINE CONTROL1.IF THE CONTRACTOR UTILIZES A COMPUTERIZED GRADE CONTROL SYSTEM WHEN GRADING/FINISHING SUBGRADE, SUB-BASE COURSE AND BASE COURSE,UTILITIES, CURB AND GUTTER, OR FOR CONSTRUCTING ANY OTHER FEATURE OR FOR ANY OTHER PURPOSE, THEN THE CONTRACTOR IS RESPONSIBLE FORDEVELOPING THEIR OWN MACHINE CONTROL FILES. THE CONTRACTOR MAY CREATE THIS DATA FROM SUPPLEMENTAL CAD INFORMATION AND THEINFORMATION PROVIDED ON THE PLANS IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY PROVIDE THE CONTRACTOR SUPPLEMENTAL CAD INFORMATIONIN THE FORM OF AN XML SURFACE AND/OR CAD LINE WORK (DERIVED FROM AUTOCAD CIVIL 3D). THE XML SURFACE AND/OR CAD LINE WORK DEVELOPED BYTHE ENGINEER WAS PREPARED SOLELY FOR THE PURPOSE OF DEVELOPING THE PRINTED PLANS AND WAS NOT DEVELOPED FOR ANY OTHER USE. ELECTRONIC DATA PROVIDED TO THE CONTRACTOR IS CURRENT AS OF THE TIME TRANSMITTED TO THE CONTRACTOR AND MAY NOT INCLUDE LATERREVISIONS MADE AND COMMUNICATED ON THE CONSTRUCTION PLANS.2.THE CONTRACTOR SHALL SIGN AND PROVIDE AN MMI-SPECIFIC ELECTRONIC INFORMATION RELEASE FORM WHEN REQUESTING THE SUPPLEMENTAL CADINFORMATION AND SHALL RECOGNIZE THAT THE PRINTED PLANS AND SPECIFICATIONS AND INFORMATION FOUND THEREIN ARE THE CONTRACT DOCUMENTSAND AS SUCH, THEY GOVERN OVER ANY CAD INFORMATION PROVIDED. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY USE OF THIS CAD INFORMATIONOR MODIFICATIONS MADE THERETO.CONSTRUCTION COORDINATION1.THE CONTRACTOR SHALL SEND ONLY CIVIL RELATED ITEMS TO MORRISON-MAIERLE, INC. THROUGH EMAIL, PROCORE, OR SIMILAR PROGRAMS.2.CONSTRUCTION ITEMS SHALL BE SENT TO A SINGLE POINT OF CONTACT AT MORRISON-MAIERLE, INC. THIS SHALL BE ESTABLISHED AT THE PRECONSTRUCTIONMEETING.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE,LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTSTO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO PROVIDING SUBMITTALS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THEEXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE.4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIESSHALL BE MARKED BEFORE DIGGING. CONTRACTOR SHALL BE REQUIRED TO REFRESH ONE CALL LOCATES AS REQUIRED BY STATE LAW.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.0 FEET (72 INCHES) OF MINIMUM COVER ON BURIED FORCE MAIN PIPING ORDEEPER AS SPECIFIED. IF 6.0 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF PIPING SHALL BE REQUIRED. INSULATION SHALL BE REQUIRED IF"OPEN AIR FACILITIES" (I.E., STORM DRAIN, IRRIGATION CULVERTS) CROSS MAINS PER THE TYPICAL DETAIL INCLUDED.6.TRACER WIRE IS REQUIRED TO BE INSTALLED ALONG BURIED FORCE MAINS AND TERMINATED AS REQUIRED BY THE CITY OF BOZEMAN7.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.8.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.9.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.10.SEWER AND WATER CONNECTIONS TO BUILDINGS SHALL BE PERFORMED BY A LICENSED PLUMBER.11.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TOTHE BUILDING.12.ALL GRAVITY SANITARY SEWER MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D3034, UNLESS OTHERWISE NOTED. SANITARY SEWERSERVICES SHALL BE SDR 26 IN ACCORDANCE WITH ASTM D3034.13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.14.THE DISPLAYED PIPE LENGTH IN PLAN & PROFILE DRAWINGS REFLECTS THE DISTANCE FROM INSIDE-EDGE-OF-MANHOLE TO INSIDE-EDGE-OF-MANHOLE ON ALLGRAVITY PIPING. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES.15.CONTRACTOR SHALL LAY GRAVITY AND PRESSURE PIPE AT UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN ELEVEN AND ONE-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDEDJOINT RESTRAINT TABLE . CONTRACTOR MAY ELECT TO INSTALL THRUST BLOCKS IN CONFORMANCE WITH MPWSS AND THE CITY OF BOZEMAN MODIFICATIONSTO THE MPWSS IF APPROVED IN ADVANCE BY THE ENGINEER.18.ALL VALVES SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDED JOINT RESTRAINT TABLE.ALTERNATIVELY, VALVES MAY BE INSTALLED WITH THRUST BLOCKING. VALVE BOXES SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDSAND MPWSS.19.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN BURIED FOR MAINS AND SERVICES.20.REFER TO BUILDING PLAN FOR COORDINATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.21.GENERAL CONTRACTOR SHALL INSTALL CONDUITS BENEATH ROADWAYS FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.) AND IN OTHERAREAS SHOWN ON THE PLANS. DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES.22.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALLCONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL ELECTRICAL PERMITS/FEES.1-DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTSAABAADUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT(IN FEET)DESCRIPTIONAB6" X 6" TEE2176" HORIZONTAL 90° BEND (EACH SIDE OF BEND)126" VERTICAL 90° BEND (EACH SIDE OF BEND)128" X 6" REDUCER158" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)28" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)48" HORIZONTAL 45° BEND (EACH SIDE OF BEND)8NOTES1.EBAA RESTRAINT LENGTHS FORPHASE 1 ASSUME A 7.0' BURYDEPTH IN GRAVELS WITH SAND(GP) WITH 200 PSI TESTPRESSURE AND A SAFETYFACTOR OF 2. ASSUME MEGALUGOR EQUIVALENT FITTINGS AT ALLRESTRAINTS REQUIRED. ALLJOINTS WITHIN THE RESTRAINTLENGTH MUST ALSO BERESTRAINED. IF THE DISTANCEBETWEEN FITTINGS IS LESSTHAN OR EQUAL TO THECALCULATED RESTRAINTLENGTH, RESTRAIN ALL JOINTSBETWEEN SAID FITTINGS.2.IF JOINT RESTRAINT IS NOTFEASIBLE - INSTALL THRUSTBLOCKS PER MPWSS.3.INSTALL PER CITY OF BOZEMAN(COB) STANDARDS, MONTANAPUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), ANDCOB MODIFICATIONS TO MPWSS.4.ALL HYDRANT LEADS SHALL BEFULLY RESTRAINED.RESTRAINT LENGTH LOCATION FIGURETEEBENDDEAD ENDAVERTICALOFFSETAABB GENERAL STRUCTURAL NOTES:A.B.STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USEDWITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SITE CIVIL DRAWINGS. THE CONTRACTOR ISRESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INCLUDING BUT NOTLIMITED TO DIMENSIONS, BLOCKOUTS, OPENINGS, SLEEVES, EMBEDDED ITEMS, ETC. INTO THEIR SHOPDRAWINGS AND WORK. NOTIFY THE ARCHITECT/STRUCTURAL ENGINEER OF RECORD OF ANYDISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED.THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECTSPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGSSHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS AREGIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.THE CONTRACTOR SHALL FURNISH THE PRODUCTS SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS WILL BECONSIDERED ONLY IF THE CONTRACTOR PROVIDES DOCUMENTAION TO PROVE THE ALTERNATIVE EQUALSOR EXCEEDS THE STRUCTURAL PERFORMANCE CHARACTERISTICS OF THE SPECIFIED PRODUCT.CODE REQUIREMENTS:ALL WORK SHALL BE IN STRICT COMPLIANCE WITH:2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF MONTANA(INTERNATIONAL BUILDING CODE, 2018 EDITION, EFFECTIVE DECEMBER 7, 2019)ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY.TEMPORARY CONDITIONS:CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICALAND LATERAL LOAD SYSTEMS. MORRISON-MAIERLE HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICESRELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES,SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLYRETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE FINAL DESIGN OF THEWORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THEEFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.BASEMENT WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACHFULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.EXISTING CONDITIONS:EXISTING BUILDING/SITE DIMENSIONS AND ASSUMED CONDITIONS ARE TO BE VERIFIED IN THE FIELD AND ARETHE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/STRUCTURALENGINEER OF RECORD OF ALL DISCREPANCIES WHICH REQUIRE A SIGNIFICANT CHANGE IN THE DESIGNAND/OR CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS.DESIGN CRITERIA:DESIGN IS BASED ON THE FOLLOWING LOADING FOR THE BASIS OF STRENGTH, PERFORMANCE, ANDSERVICEABILITY OF THE STRUCTURE:THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE IMPROVEMENTS TO THE NORTONRANCH LIFT STATION AND INSTALLATION OF A NEW FORCE MAIN IN BOZEMAN MONTANA. THE LIFT STATIONBUILDING IS LOCATED NEAR THE INTERSECTION OF LAUREL PARKWAY AND VAUGHN DRIVE. POSSESSIONOF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTSOF THIS PROJECT IN OTHER LOCATIONS.STRUCTURAL OBSERVATIONS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24HOURS IN ADVANCE OF REQUIRED OBSERVATION(S). CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE ANDACCESS FOR THE OBSERVER. APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDEOBSERVATIONS BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOTPRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTSFOR INSPECTION.UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO THE OWNER ANDBUILDING OFFICIAL ATTESTING TO THE VISUAL OBSERVATION MADE. THE REPORT SHALL IDENTIFY ANYREPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED.STRUCTURAL OBSERVATIONS SHALL BE PERFORMED TO DOCUMENT GENERAL CONFORMANCE OF THESTRUCTURAL DRAWINGS AND SPECIFICATIONSEARTHWORK:FOUNDATIONS WERE DESIGNED BASED ON A GEOTECHNICAL REPORT PERFORMED BY RAWHIDEENGINEERING INC., DATED MAY 4, 2018. THIS REPORT LISTS AN ALLOWABLE BEARING CAPACITY OF 3000 PSFWHEN BEARING ON COMPACTED, IMPORTED STRUCTURAL FILL.CONTRACTOR TO INSURE POSITIVE DRAINAGE AWAY FROM STRUCTURE DURING CONSTRUCTION AND ALSOINSURE POSITIVE DRAINAGE AFTER FINAL GRADING HAS BEEN COMPLETED.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, ETC. WHETHERSHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALLEXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK.FOUNDATIONS AND EXCAVATIONS SHALL BE PROTECTED FROM THE ACTION OF WATER OR FREEZING.COMPACT SUB-GRADE UNDER FOUNDATIONS AND SLABS AND FILL TO 98% OF MAXIMUM DRY DENSITY ATOPTIMUM MOISTURE AS OBTAINED BY ASTM D698.COMPACT BACKFILL TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE AS OBTAINED BY ASTM D698.BACKFILL PLACED IN 8" MAXIMUM LIFTS.CAST-IN-PLACE CONCRETE:CONCRETE SHALL BE IN ACCORDANCE WITH ACI 350CODE REQUIREMENTS FOR ENVIROMENTALENGINEERING CONCRETE STRUCTURES, ACI 301SPECIFICATION FOR STRUCTURAL CONCRETE, AND ACI 117,SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS, UNLESS NOTEDOTHERWISE.AVERAGE CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO BE AS INDICATEDBELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS SPECIFIED IN ACI 318.CONCRETE PROPERTIES SHALL BE AS INDICATED IN THE SPECIFICATIONS.THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA A MINIMUM OF TWOWEEKS PRIOR TO PLACING CONCRETE.CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THETHICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.CURING OF CONCRETE SHALL COMPLY WITH ACI 308, UNLESS NOTED OTHERWISE.WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BECLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE.PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE CORNERS UNLESS NOTED OTHERWISE.CONCRETE:••••SHORING DESIGN IS THE CONTRACTOR'S RESPONSIBILITY. SHORING FORMWORK SHALL NOT BE REMOVEDFROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGNSTRENGTH AS DETERMINED BY FIELD CURED CYLINDERS.PROVIDE TOOLED OR SAW-CUT CONTROL JOINTS IN SLABS ON GRADE COMPLYING WITH THE FOLLOWINGCRITERIA. THE CONTRACTOR SHALL SUBMIT CONTROL JOINT PLAN PRIOR TO POURING THE SLABS.JOINT SPACING SHALL NOT EXCEED 30 TIMES THE SLAB THICKNESSASPECT RATIO OF SLAB PANELS SHALL BE MAXIMUM OF 1.5 TO 1.0; HOWEVER A RATIO OF 1.0 TO 1.0 ISPREFERRABLEJOINTS SHALL BE CONTINUOUS ACROSS INTERSECTING JOINTS, NOT STAGGERED OR OFFSETJOINTS SHALL EXTEND FROM ISOLATION JOINT AROUND COLUMNS AND WALLSREINFORCING STEEL:REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING PROPERTIES:REINFORCING STEEL TO BE WELDED SHALL USE ONLY LOW HYDROGEN ELECTRODES. ALL WELDING TO BE INCOMPLIANCE WITH AWS D1.4. WELD REINFORCING STEEL ONLY WHERE INDICATED ON THE DRAWINGS.WELDING OR TACK WELDING OF REINFORCEMENT BARS TO OTHER BARS OR STEEL COMPONENTS ISPROHIBITED.REINFORCING STEEL IN BEAMS AND SLABS SHALL BE SUPPORTED ON CONCRETE DOBBIES, OR APPROVEDCHAIRS IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT. FABRICATE AND INSTALLREINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCEDCONCRETE STRUCTURES - ACI STANDARD 315.CONTACT LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULE, EXCEPT AS NOTEDON DRAWINGS. MECHANICAL SPLICES NOTED ON THE DRAWINGS SHALL BE DAYTON SUPERIOR BAR-LOCK ORAPPROVED WITH A CURRENT ICC-ES OR IAPMO-ES EVALUATION REPORT.REINFORCING STEEL SHALL BE PROTECTED BY PLACING BARS WITH A MINIMUM COVER, UNLESS NOTEDOTHERWISE.CAST-IN-PLACE CONCRETE CONTINUED:ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'SRECOMMENDATIONS AND PRODUCT EVALUATION REPORTS.EMBEDMENTS SPECIFIED ON DRAWINGS ARE "EFFECTIVE" EMBEDMENTS. REFERENCE MANUFACTURERLITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS.ANCHORS RODS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIPGALVANIZING OR USE OF STAINLESS STEEL. POST INSTALLED EXPANSION AND SCREW ANCHORS EXPOSEDTO EARTH OR WEATHER SHALL BE STAINLESS STEEL.FOR POST-INSTALLED ANCHORS, LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIORTO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED.IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOIDTHE REINFORCEMENT. PROVIDE A MINIMUM OF (2) ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER,OF SOUND CONCRETE BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITHNON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MANY NOT BE SHIFTED AS NOTED ABOVE, SEEK GUIDANCEFROM THE STRUCTURAL ENGINEER OF RECORD.SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE INDRAWINGS. SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND NOTES.CRACK INJECTION EPOXY REPAIR ADHESIVEEPOXY REPAIR ADHESIVE SHALL CONFORM TO ASTM C881 AND SHALL BE A TWO-COMPONENT, LIQUID EPOXYWITH NON-SAG CONSISTENCY AND A LONG POT LIFE. THE EPOXY ADHESIVE SHALL BE SUITABLE FOR USE ONDRY OR DAMP SURFACES. EPOXY SHALL MEET REQUIREMENTS OF A "TYPE IV" BONDING SYSTEM WITH AMINIMUM TENSILE STRENGTH OF 7,000 PSI. HOLE SIZES AND INSTALLATION SHALL BE IN STRICT ACCORDANCEWITH THE APPROVED EVALUATION REPORT REQUIREMENTS. DO NOT CUT REINFORCING IN NEW OR EXISTINGCONCRETE DURING INSTALLATION.PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER AND COLUMN REINFORCING.PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING IN WALLS AND FOOTINGS AT ALL CORNERS ANDINTERSECTIONS. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS COLUMNS AND INTERSECTINGWALLS.ALL ANCHOR BOLTS, HOLDDOWNS AND OTHER REQUIRED ACCESSORIES SHALL BE SECURED IN PLACE PRIOR TOINSPECTION AND CONCRETE PLACEMENT. DO NOT STAB THE ABOVE LISTED ITEMS INTO FRESH CONCRETEAFTER PLACEMENT. PROPERLY VIBRATE AROUND INSTALLED ITEMS TO ENSURE PROPER CONSOLIDATION OFCONCRETE.CONCRETE CONNECTORS:STEEL HEADED STUD ANCHORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED STUDS OR PRIORAPPROVED EQUAL AND BE MANUFACTURED FROM ASTM A29-12 / A108, GRADES 1010-1020 COLD ROLLED CARBONSTEEL WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. DEFORMED BAR ANCHORS SHALL BE NELSON, TYPED2L. STUDS AND DEFORMED BAR SHALL BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN TO FULLYDEVELOP THE CONNECTOR.UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED ANCHORS MAY USE ONEOF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-X_STRUCTURALNOTES.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL STRUCTURAL NOTES10678.0014G-4KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026THERMAL FACTORCt = 1.0SNOW LOAD IMPORTANCE FACTORIs = 1.10SNOW EXPOSURE FACTORCe = 1.0FLAT ROOF SNOW LOADPf = 30 PSFGROUND SNOW LOADPg = 29 PSF (MONTANA GROUND SNOW LOAD FINDER)SNOW DRIFTPER ASCE 7-16DESIGN ROOF SNOW LOAD30 PSF MINIMUM (STATE OF MT. MIN.)SNOW LOAD CRITERIA (IBC 1603.1.3)STAIRS AND EXIT WAYS100 PSF300 LBSDESIGN VEHICLEN/AHS-20CATWALKS FOR MAINTENANCE ACCESS40 PSFN/AFLOOR LIVE LOADS:UNIFORM LOADCONCENTRATED LOADLIVE LOAD CRITERIA (IBC 1603.1.1)DESIGN CRITERIAANALYSIS PROCEDURE USEDEQUIVALENT LATERAL FORCEEQUIVALENT LATERAL FORCERESPONSE MODIFICATION FACTOR6.56.5SEISMIC RESPONSE COEFFICIENT0.2130.213WOOD FRAMED SHEAR WALLSWOOD FRAMED SHEAR WALLSBASIC SEISMIC FORCE RESISTING SYSTEM(SFRS)X DIRECTION (E/W)Z DIRECTION (N/S)SEISMIC DESIGN CATEGORYDDESIGN SPECTRAL RESPONSESds = 0.598Sd1 = 0.288SITE CLASSDMAPPED SPECTRAL RESPONSESs = 0.745S1 = 0.231SEISMIC IMPORTANCE FACTORIe = 1.25RISK CATEGORYIIISEISMIC LOAD CRITERIA (IBC 1603.1.5)+/- 21.3 PSF OTHERWISE+/- 29.1 PSF OTHERWISE+/- 25.2 PSF FOR 8.3' FROM EDGE+/- 36.8 PSF FOR 12' FROM EDGECOMPONENT & CLADDING PRESSURE FORDEFERRED DESIGN ELEMENTS (ASD,EFFECTIVE AREA = 10 SQUARE FEET)WALLSROOFSINTERNAL PRESSURE COEFFICIENTGCpi = +/- 0.55WIND EXPOSURECRISK CATEGORYIIIBASIC DESIGN WIND SPEEDV = 114 MPHWIND LOAD CRITERIA (IBC 1603.1.4)LAP = LAP SPLICE LENGTH OF DEFORMED BAR OR DEFORMED WIRE5.Ld = DEVELOPMENT LENGTH IN TENSION OF DEFORMED BARLdh = DEVELOPMENT LENGTH IN TENSION OF DEFORMED BAR OR DEFORMED WIRE WITH A STANDARD...4.LAP SPLICES ARE FOR NON-LATERAL LOAD RESISTING ELEMENTS. FOR REBAR LAPS SPLICES AT LATERALLOAD RESISTING ELEMENTS, REFERENCE PLANS AND ELEVATIONS.3.TOP BARS ARE ANY HORIZ BAR PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZ WALL BARS ARE CONSIDERED TOP BARS.2. IT SHALL BE PERMITTED TO INTERPOLATE BETWEEN CONCRETE STRENGTHS OR USE THE NEXT LOWERCONCRETE STRENGTH.1.ALL TABULATED VALUES ARE IN INCHES, FOR GRADE 60, UNCOATED REINFORING, NORMAL WEIGHTCONCRETE WITH CLEAR SPACING AND CLEAR COVER GREATER THAN THE BAR DIAMETER.#1178101101131316787871142760787810224#1070919111828617979102255471719222#96281811052554707091224863638120#8557272932248626281194356567217#7486363812042545471173849496315#6334343561729373749152634344413#5283636471424313141122228283611#422292938111925253310172323299#3172222289151929258131717227LdLAPLdLAPLdhLdLAPLdLAPLdhLdLAPLdLAPLdhMISC BARSTOP BARS(SEE NOTE 3)HOOKBARSMISC BARSTOP BARS(SEE NOTE 3)HOOKBARSMISC BARSTOP BARS(SEE NOTE 3)HOOKBARSBARSIZEf'c = 3,000 PSIf'c = 4,000 PSIf'c = 5,000 PSIGRADE 60 REINFORCING STEEL LAP SPLICE LENGTH AND DEVELOPMENT LENGTHCONCRETE EXPOSED TO WEATHER OR EARTH1-1/2" (FOR #5 OR SMALLER), 2" (FOR #6 AND LARGER)CONCRETE CAST AGAINST EARTH3"WALLS (INTERIOR FACES)3/4"BEAMS AND COLUMNS1-1/2" (TO STIRRUPS OR TIES)SLABS3/4"USECLEAR COVERREINFORCING STEEL CONCRETE COVERREINFORCEMENT TO BE WELDEDASTM A706GENERAL USEASTM A615, GRADE 60USESPECIFICATIONREINFORCEMENT STEEL PROPERTIES DEMOLITION NOTES:THE DEMOLITION DRAWINGS, SECTIONS, DETAILS, AND NOTES PROVIDE A GENERAL REPRESENTATION ANDDESCRIPTION OF THE ITEMS AND AREAS TO BE DEMOLISHED. THE CONTRACTOR SHALL FIELD VERIFYACTUAL QUANTITIES AND LOCATION FOR ALL INDICATED ITEM AS NECESSARY TO COMPLETE THE SCOPE OFDEMO WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTSCONTRACTOR TO ENSURE DEMOLITION SEQUENCE DOES NOT CREATE UNSTABLE CONDITIONS OF EXISTINGELEMENTS TO REMAIN AND ELEMENTS YET TO BE DEMOLISHED. PROVIDE TEMPORARY SHORING ASREQUIREDIF ON SITE CONDITIONS DIFFER FROM THOSE SHOWN IN THE DRAWING SET, NOTIFY ENGINEER OF RECORD.COORDINATE WITH THE OWNER FOR ANY ITEMS OR EQUIPMENT TO BE SALVAGED. UNLESS SPECIFICALLYSCHEDULED FOR REUSE, DEMOLISHED MATERIALS SHALL BECOME THE POSSESSION OF THE CONTRACTORAND SHALL BE IMMEDIATELY REMOVED FROM THE SITEREMOVE MATERIALS FROM SITE AND DISPOSE OF IN A LEGAL MANNERDEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE WITHIN THE BUILDING OR ON SITEBURNING OF MATERIAL ON SITE IS NOT PERMITTEDNOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTSPREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE SHORING AND BRACING ASREQUIREDCARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ANY ADJACENT OCCUPIEDBUILDING OR SITE AS POSSIBLE AND WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES.MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ELEMENTS AND AREAS NOT IN DEMOLITION SCOPEOF WORK.CONTRACTOR SHALL PROVIDE TEMPORARY DUST AND CONSTRUCTION SEPARATION WALLS AS REQUIREDTO SHIELD OCCUPANTS FROM NOISE, DUST, WEATHER, AND OTHER HAZARDS THAT MAY BE EXPOSED AS ARESULT OF THE DEMOLITION WORK.PERFORM CUTTING OF EXISTING CONCRETE AND MASONRY WITH SAWS AND CORE DRILLS. DO NOT USEJACK-HAMMERS EXCEPT WHERE PERMITTED BY OWNER.CONTRACTOR IS RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE TO ELEMENTS OR AREASNOT INCLUDED IN THE DEMOLITION SCOPE, THIS INCLUDES DAMAGE CAUSED BY THE CONTRACTOR ANDSUBCONTRACTORS.ABVABOVEADDLADDITIONALAAADHESIVE ANCHORADADHESIVE DOWELALTALTERNATEACIAMERICAN CONCRETE INSTITUTEAISCAMERICAN INSTITUTE OF STEELCONSTRUCTIONANSIAMERICAN NATIONAL STANDARDSINSTITUTEAPAAMERICAN PLYWOOD ASSOCIATIONASCEAMERICAN SOCIETY OF CIVILENGINEERSASTMAMERICAN SOCIETY OF TESTINGAND MATERIALSABANCHOR BOLTARANCHOR RODLANGLEARCHARCHITECTB PLBASE PLATEBSMTBASEMENTBMBEAMBRGBEARINGBLWBELOWBTWNBETWEENBLKGBLOCKINGBOTBOTTOMBCBOTTOM CHORDBLDGBUILDINGBUBUILT UPCANTILCANTILEVERCBCARRIAGE BOLTCIPCAST IN PLACECTRCENTERCTRDCENTEREDCLCENTERLINECCHANNELCLRCLEARCFMFCOLD FORMED METAL FRAMINGCOLCOLUMNCONCCONCRETECCCONCRETE COLUMNCMUCONCRETE MASONRY UNITCONNCONNECTIONCDCONSTRUCTION DOCUMENTSCJCONSTRUCTION JOINTCONTCONTINUOUS/ CONTINUEDCFCONTINUOUS CONCRETE FOOTINGCONTRCONTRACTORCJCONTROL JOINTCOORDCOORDINATEX BRACECROSS BRACEDPENNY (NAIL) OR DEPTHDLDEAD LOADDEGDEGREEDEMODEMOLITIONDETDETAILDIMDIMENSIONDISTDISTANCEDOUG FIRDOUGLAS FIRDWLDOWELDWGDRAWINGEAEACHEWEACH WAYELEVELEVATORENGRENGINEEREQEQUAL/ EQUALLYEQUIPEQUIPMENTEXSTEXISTINGEXPEXPANSIONEXP BTEXPANSION BOLTEXTEXTERIORFOFACE OFFSTNRFASTENERFTFEETFLRFLOORFDTNFOUNDATIONFTGFOOTINGFSFOOTING STEPGALVGALVANIZEDGAGAUGEGCGENERAL CONTRACTORGLGLUE LAMINATEDGLBGLUE LAMINATED BEAMGRGRADEGR BMGRADE BEAMGTGROUTGYPGYPSUMHGRHANGERHSAHEADED STUD ANCHORHDRHEADERHTHEIGHTHHIGHHDHOLD-DOWNHSSHOLLOW STRUCTURAL SECTIONHKHOOKHORIZHORIZONTALINFOINFORMATIONINTINTERIORIBCINTERNATIONAL BUILDING CODEJJOISTLAMLAMINATEDLVLLAMINATED VENEER LUMBERLFLINEAR FEETLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALMFRMANUFACTURERMMASONRYMLMASONRY LINTELMPMASONRY PIERMATLMATERIALMAXMAXIMUMMECHMECHANICALMBRMEMBERMTLMETALMDMETAL DECKMEZZMEZZANINEMINMINIMUMMISCMISCELLANEOUSNLBNONLOAD BEARINGNNORTHNANOT APPLICABLENTSNOT TO SCALENONUMBEROCON CENTEROPNGOPENINGOWJOPEN WEB JOISTOPPOPPOSITEPARPARALLELPERPPERPENDICULARPREFABPREFABRICATEPHPHASEPCPIER CAP/CONCRETE PILEPLPLATEPLYWDPLYWOODLBSPOUNDPLFPOUNDS PER LINEAR FOOTPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPAFPOWER-ACTUATED FASTENERSPTPRESSURE TREATEDQAQUALITY ASSURANCERRADIUSREFREFERENCEREINFREINFORCE, REINFORCINGREBARREINFORCING STEEL BARSREQTREQUIREMENTREVREVISIONRTRIGHTRGD INSRIGID INSULATIONRDROUNDSCHEDSCHEDULESASCREW ANCHORSHTHGSHEATHINGSIMSIMILARSCJSLAB CONTRACTION JOINTSQSQUARESFSQUARE FEETSISQUARE INCHSPECSPECIFICATIONSTDSTANDARDSTLSTEELSDSTEEL DECKSTL JSTSTEEL JOISTSTIFSTIFFENERSTRUCTSTRUCTURALSIPSTRUCTURAL INSULATED PANELSUB FLRSUBFLOORSUBSUBSTITUTEKIPTHOUSAND POUNDSTBTHROUGH BOLTTMBRTIMBERT>ONGUE AND GROOVET&BTOP AND BOTTOMTOBTOP OF BEAMTOCTOP OF CONCRETETODTOP OF DECK/SHEATHINGTOFTOP OF FOOTINGTOMTOP OF MASONRYTOSTOP OF STEELTOWTOP OF WALLTJITRUSS JOISTTYPTYPICALUNOUNLESS NOTED OTHERWISEVIFVERIFY IN FIELDVERTVERTICALWLDWELD/WELDEDWWFWELDED WIRE FABRICWWIDEWFWIDE FLANGEWLWIND LOADW/WITHW/OWITHOUTWDWOODHGWOOD BEAM HANGERWPWORKING POINTSTRUCTURAL ABBREVIATIONSALL LUMBER SHALL BE GRADED AND MARKED ACCORDING TO THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) GRADINGRULES OR APPROVED EQUIVALENT. ARCHITECTURAL/EXPOSED MEMBERS SHALL NOT BE STAMPED. A CERTIFICATE OFCOMPLIANCE BY THE MANUFACTURER SHALL BE PROVIDED IN LIEU OF MARKING.PROVIDE THE FOLLOWING FRAMING LUMBER SPECIES AND GRADE WITH MOISTURE CONTENT LESS THAN 19%, S4S: - 2x FRAMING LUMBER (NOT INCLUDING WALL STUDS AND PLATES) = DOUGLAS FIR-LARCH, GR. NO. 2 - POSTS AND BEAMS, 4x AND LARGER = DOUGLAS FIR - LARCH, GR. NO. 1 - BEARING/SHEAR WALL STUDS = DOUGLAS FIR - LARCH, STUD GRADE - SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY = PRESSURE TREATED HEM FIR, STUD GRADE.AT CONVENTIONALLY FRAMED WALL OPENINGS, PROVIDE THE FOLLOWING MIN. HEADER SIZE AND SUPPORTS @ ALL END ANDINTERIOR BRG. PTS., UNLESS INDICATED OTHERWISE ON THE STRUCTURAL PLANS: - (2) 2X10 HEADER = 1 BRG. STUD. 1 KING STUD - (3) 2X12 BUILT-UP = 2 BRG. STUDS, 2 KING STUDSALL BUILT-UP POSTS SHALL BE NAILED AS FOLLOWS, BEGINNING AND ENDING NAILING 3" FROM BOTTOM AND TOP OF POST: - 2 PLY 2X4 - ONE ROW OF 10d NAILS @ 12" O.C. EA. SIDE, STAGGERED 1 1/2" HORIZ. 6" VERT. - 2 PLY 2X6 - TWO ROWS OF 10d NAILS @ 16" O.C. EA. SIDE, ROWS SPACED 2 1/2" APART, STAGGERED 8" VERT.SAWN LUMBER:WOOD AND WOOD PRODUCTS:ALL SHEATHING SHALL BE APA RATED, EXPOSURE 1, WITH SPAN RATINGS, THICKNESS & NAILING FOR SHEATHING AS INDICATEDIN THE PLANS.PLACE FLOOR AND ROOF SHEATHING W/ THE LONG AXIS PERPENDICULAR TO SUPPORTS & STAGGER 48-INCHES.DRIVE SHEATHING NAILS (OR OTHER SPECIFIED ATTACHMENTS) FLUSH WITH BUT NOT FRACTURING, THE WOOD PANEL SURFACE.ROOF, FLOOR, AND SHEAR WALL SHEATHING:ALL NAILS SHALL BE "COMMONS" UNLESS INDICATED OTHERWISE. USE OF SMALLER DIAMETER "BOX" NAILS FREQUENTLY USED INNAIL GUNS REQUIRES USE OF LARGER PENNY WEIGHT TO PROVIDE AN EQUIVALENT DIAMETER/LENGTH NAIL PROVIDE ASTM A153GALVANIZED FASTENERS @ TREATED WOOD.STEEL CONNECTION PLATE MATERIAL SHALL CONFORM TO ASTM STANDARD A36. WELDING SHALL CONFORM TO AWS D1.1.CONNECTION HARDWARE SHALL BE THE SIMPSON TYPE INDICATED, OR APPROVED EQUAL. PROVIDE ASTM G185 GALVANIZE COATING ATCONNECTORS AND ASTM A153 GALVANIZED COATING AT FASTENERS AT CONNECTIONS TO TREATED WOOD. FILL ALL HOLES IN CONNECTIONWITH THE TYPE, SIZE, AND NUMBER OF BOLTS/NAILS LISTED BY THE MANUFACTURE. FINISH FOR EXPOSED CONNECTION HARDWARE SHALLBE EPOXY-BASED CORROSION RESISTANT PAINT WITH COLOR AS CHOSEN BY ARCHITECT.WHERE MULTIPLE FRAMING MEMBERS ARE SHOWN, PROVIDE HANGERS OF SIMILAR TYPE AS CALLED OUT BUT SIZED TO CARRYMULTIPLE MEMBERS.BOLTS AND LAG SCREW MATERIAL SHALL CONFORM TO ASTM STANDARD A307.BOLT HOLES IN WOOD MEMBERS SHALL BE A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER.FOR LAG SCREWS, THE CLEARANCE HOLE SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH AS THE UNTHREADEDSHANK. THE LEAD HOLE SHALL BE 60 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL TO THE THREADED PORTION.PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.ALL FASTENING SHALL BE IN ACCORDANCE WITH 2012 IBC TABLE NO. 2304.9.1 UNLESS THE PLANS INDICATE A HEAVIER NAILING.STAGER SPLICES OF ALL DOUBLE TOP PLATES 48" (MIN.) AND NAIL WITH (2) 10d's @ 12" O.C. FOR 2'-0" EACH SIDE OF SPLICE(4 TOTAL NAILS EACH SIDE OF SPLICE)AT ALL EXPOSED, WOOD TO WOOD BOLTED CONNECTIONS, CUT OFF EXTENDED BOLT AND "KNICK" TO PRECLUDE LOOSENING.ALL WASHERS FOR ANCHOR BOLTS ATTACHING SILL PLATES SHALL BE STEEL WASHERS WITH A MINIMUM OF 3/16"x3"x3" IN SIZE.UNLESS NOTED OTHERWISE, PROVIDE 3/4" DIA. x 7" EMBED ANCHOR BOLTS AT 4'-0" MAX. O.C. AT ALL SILL AND BEARING PLATE TOFOUNDATION WALL CONNECTIONS WITH (2) BOLTS MINIMUM PER EACH SILL PLATE PIECE AND WITH BOLTS 12" MAX. FROM CORNERSAND ENDS OD SILL PLATE PIECES.PROVIDE SHEAR PLATES OF THE SIZE AND MATERIAL INDICATED. SHEAR PLATE DIMENSIONS, GROOVES, DAPS, AND BOLT HOLES SHALL CONFORMTO APPENDIX K OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), 1991 EDITION. PRESSED STEELTYPE CONNECTORS ARE TO BE MANUFACTURED FROM SAE 1010 HOT ROLLED CARBON STEEL. MALLEABLE IRON SHEAR PLATES ARETO BE MANUFACTURED WITH ASTM A47 GRADE 32510 MATERIAL.WOOD CONNECTIONS:ALL PRE-ENGINEERED WOOD OPEN-WEB TRUSSES SHALL BE MANUFACTURED AND DESIGNED BY APPROVED TRUSS MANUFACTURER WITH ICCAPPROVAL.SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATEWHERE THE PROJECT IS LOCATED.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATIONLOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: A) IDENTITY OF THE COMPANYMANUFACTURING THE TRUSS, B) THE DESIGN LOAD, AND C) THE SPACING OF THE TRUSS.ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGERS, ETC., THAT CONNECT TO THE WOOD OPEN-WEB TRUSSES SHALL BE PER THEMANUFACTURERS STANDARD DETAILS. ERECTOR TO INSTALL WOOD OPEN-WEB TRUSSES IN ACCORDANCE WITH THE MANUFACTURERSDRAWINGS AND INSTALLATION GUIDELINES.TRUSS MANUFACTURER TO INSPECT ALL TRUSSES AFTER THEY HAVE BEEN ERECTED AND FLOOR AND/OR ROOF SHEATHING, BRIDGING,BLOCKING, ETC., HAS BEEN INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO THE STRUCTURAL ENGINEER OF RECORD THAT THEINSPECTION WAS MADE AND THAT TRUSSES ARE IN ACCEPTABLE CONDITION AND MEET THE MANUFACTURER'S DESIGN AND INSTALLATIONREQUIREMENTS.PRE-ENGINEERED WOOD TRUSSES:VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-X_STRUCTURALNOTES.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL STRUCTURAL NOTES10678.0015G-5KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026 XXXSJXXXYX100KVASPDWHDMPETMORORSVORCPT3Ø, 4W208/120VLP100ATSOLBDDCD CABCA7 1/2HPG52GFPCBANDCONDUIT RUN BETWEEN DEVICES CONCEALED INNON-ARCHITECTURALLY FINISHED AREAS OR UNDERFLOOR SLAB. CONDUIT AND CONDUCTOR SIZESSHALL BE THE SAME AS THE HOMERUN FOR THECIRCUIT.CRFIRE ALARM CONTROL RELAYGENERAL NOTES:1. THIS IS A STANDARD ELECTRICAL SYMBOLOGYSHEET. NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT.2.SCREENING OR SHADING OF WORK IS USEDTO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSEDIMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFERTO CONTEXT OF EACH SHEET FOR USAGE.3.REFERENCES OTHER LEGEND SHEETS FORPROJECT-SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, ANDPIPING SYSTEM ABBREVIATIONS.ELECTRICAL CONNECTIONNO ELECTRICAL CONNECTIONCURRENT TRANSFORMER (CT)VOLTAGE TRANSFORMER (VT OR PT)UTILITY WATT-HOUR METER PER UTILITYREQUIREMENTSNORMALLY OPEN TIME DELAY RELAY CONTACT WITHTIME DELAY ON CLOSING AFTER COIL IS ENERGIZEDNORMALLY CLOSED TIME DELAY RELAY CONTACTWITH TIME DELAY ON OPENING AFTER COIL ISENERGIZEDNORMALLY OPEN TIME DELAY RELAY CONTACT WITHTIME DELAY ON OPENING AFTER COIL ISDE-ENERGIZEDNORMALLY CLOSED TIME DELAY RELAY CONTACTWITH TIME DELAY ON CLOSING AFTER COIL ISDE-ENERGIZEDSOLENOID VALVECONTROL/RELAY COIL; X INDICATES TYPE,Y INDICATES LOOP NO. WHEN USEDTYPES:CONTROL POWER TRANSFORMER (CPT)NORMALLY OPEN CONTACT (N.O.)NORMALLY CLOSED CONTACT (N.C.)NORMALLY OPEN TEMPERATURE SWITCH;CLOSE ON RISING TEMPERATURENORMALLY CLOSED TEMPERATURE SWITCH;OPEN ON RISING TEMPERATURENORMALLY OPEN FLOW SWITCH;CLOSE ON INCREASING FLOWNORMALLY CLOSED FLOW SWITCH;OPEN ON INCREASING FLOWNORMALLY CLOSED PRESSURE SWITCH,OPEN ON INCREASING PRESSURENORMALLY OPEN LIMIT SWITCH,CLOSE ON REACHING LIMITNORMALLY CLOSED LIMIT SWITCH,OPEN ON REACHING LIMITGROUNDLIGHTNING ARRESTERDIGITAL METERING PACKAGEELAPSED TIME METERLOW VOLTAGE SURGE PROTECTIVE DEVICE&CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL ORPROVIDED WITH ASSOCIATED EQUIPMENTMOTOR CONTROLLER ANDSEPARATELY MOUNTED MOTOR CONTROLLER WITHSHORT CIRCUIT PROTECTION AND DISCONNECT&QUAD-DUPLEX RECEPTACLE, TWO NEMA 5-20RUNDER COMMON COVER PLATEXYTELECOMMUNICATIONS OUTLET JUNCTION BOXPLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OFRECEPTACLES AS NOTED OR SPECIFIEDFIELD WIRING EXTERNAL TO CONTROL PANELPHOTOCELLPCSWITCHBOARD OR PANELBOARD; NAME, VOLTAGE,PHASE, NUMBER OF WIRES WHEN INDICATEDzSUBSCRIPT:SUBSCRIPT:HEAT DETECTORXFAAFIRE ALARM ANNUNCIATORCONDUIT TAG OR CIRCUIT NUMBER - WIRE ANDCONDUIT SIZE AS SPECIFIED IN CIRCUIT SCHEDULEON THE SHEETSCONDUIT STUBBED OUT AND CAPPEDCIRCUIT CONTINUATIONELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD, MOTORCONTROL CENTER, CONTROL PANEL, OR OTHER EQUIPMENT ASINDICATEDWALL-MOUNTED FLUORESCENT FIXTURENORMAL/EMERGENCYXYzNON-MOTOR LOAD WITH DESIGN KVA, KW, OR AMPSIMPLEX RECEPTACLE, NEMA 5-20RXYXYzYXSEPARATELY MOUNTED COMBINATION MOTORSTARTER OR CONTROLLER; SEE ELECTRICALONE - LINE DIAGRAM OR SCHEDULE FORDESCRIPTIONNON-FUSED SWITCH, CURRENT RATING, ANDNUMBER OF POLES AS NOTED3P20AXMCCB - MOLDED CASEICCB - INSULATED CASELVP - LOW - VOLTAGE POWERMCP - MOTOR CIRCUIT PROTECTOR (RATING PER CONNECTED LOAD)3P80AT100AFxPSFIRE ALARM CONTACT, PRESSURE SWITCHTSFIRE ALARM CONTACT, TAMPER SWITCHFIRE ALARM CONTACT, FLOW SWITCHFSGROUND RODGROUND CABLEXSUBSCRIPT:XSMOKE AND DUCT DETECTORXALARM HORN AND FLASHINGLIGHT COMBINATION UNITXALARM BELL AND FLASHINGLIGHT COMBINATION UNITXALARM FLASHING LIGHTXALARM HORNXALARM BELLFIRE ALARM MANUAL PULL STATIONFFIRE ALARM CONTROL PANELFACPSUBSCRIPTS:YXSPECIAL-PURPOSE RECEPTACLE AS DEFINED ON PLANSDUPLEX RECEPTACLE, NEMA 5-20RSUBSCRIPTS:TOGGLE SWITCHLIGHTING FIXTURE SUBSCRIPTS:AREA OR ROADWAY LIGHT - POLE-MOUNTEDYXYXYXSINGLE-FACED CEILING OR WALL-MOUNTED EXITLIGHT; DIRECTIONAL ARROWS (IF REQUIRED) ASINDICATED ON PLANSDOUBLE-FACED CEILING OR WALL-MOUNTED EXITLIGHT; DIRECTIONAL ARROWS (IF REQUIRED) ASINDICATED ON PLANSXYXYEMERGENCY LIGHT, REMOTE MOUNTED HEADXYEMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS ASSHOWNCEILING/PENDANT-MOUNTED FLUORESCENT FIXTURENORMAL/EMERGENCYYXzWALL-MOUNTED FLUORESCENT FIXTURECEILING/PENDANT-MOUNTED FLUORESCENT FIXTUREYXzWALL-MOUNTED LUMINAIRE - HID, COMPACTFLUORESCENT, OR INCANDESCENTXYzCEILING/PENDANT-MOUNTED LUMINAIRE - HID,COMPACT FLUORESCENT, OR INCANDESCENTXYzCIRCUIT HASH MARKS (WHEN INDICATED); LONG,SHORT, SINGLE DOT, AND DOUBLE DOT REPRESENTPHASE, NEUTRAL, EQUIPMENT GROUND, ANDISOLATED EQUIPMENT GROUND, RESPECTIVELY. #12IN 3/4" CONDUIT UNLESS OTHERWISE INDICATED.GROUND FAULT PROTECTIONLENS COLORS:CIRCUIT RUN BETWEEN DEVICES EXPOSED INNON-ARCHITECTURALLY FINISHED AREAS;CONCEALED IN ARCHITECTURALLY FINISHED AREAS.CONDUIT AND CONDUCTOR SIZES SHALL BE THESAME AS THE HOMERUN FOR THE CIRCUIT.HOME RUN TO PANEL, 2 #12, 1 #12G IN 3/4"C UNLESSOTHERWISE NOTEDCONDUIT TURNING DOWNCONDUIT TURNING UPPANELBOARD (LESS THAN 250V)PANELBOARD (250V TO 600V)TYPES:INTERLOCK; X INDICATES TYPEJUNCTION OR PULL BOXCONTROL PANEL INTEGRAL OR PROVIDED WITH ASSOCIATEDEQUIPMENTICINSTRUMENTATION/CONTROL DEVICEPBPUSHBUTTONSELECTOR SWITCHSSPUSH TO TEST INDICATING LIGHT, X INDICATES LENSCOLORINDICATING LIGHT, X INDICATES LENS COLORNORMALLY CLOSED PUSHBUTTON, MOMENTARYCONTACT UNLESS OTHERWISE NOTEDNORMALLY OPEN PUSHBUTTON, MOMENTARYCONTACT UNLESS OTHERWISE NOTED3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS;UNLESS OTHERWISE NOTED, 2-POSITION SIMILAROOXXOOHANDAUTOOFFOR3-PHASE, 4-WIRE GROUNDED WYECONNECTION3-PHASE, 3-WIRE DELTA CONNECTIONTTRANSFORMERTRANSFORMERTRANSFER SWITCH, CURRENT RATING, ANDNUMBER OF POLES AS NOTEDGENERATORMOTOR WITH DESIGN HORSEPOWER(WHEN INDICATED)DISCONNECT OR SAFETY SWITCH, 30A, 3P,NON-FUSED UNLESS OTHERWISE NOTEDMEDIUM - VOLTAGE CIRCUIT BREAKERTHERMAL OVERLOAD ELEMENTFUSIBLE SWITCH, CURRENT RATING, FUSE SIZE, ANDQUANTITY AS NOTEDFUSED CUTOUT, CURRENT RATING, FUSE SIZE, ANDNUMBER OF POLES AS NOTEDFUSE, SIZE, AND NUMBER OF FUSES AS NOTEDORSEPARATELY MOUNTED CIRCUIT BREAKER; SEEELECTRICAL ONE - LINE DIAGRAM OR SCHEDULE FORDESCRIPTIONMOTOR STARTER AND CONTROLLER SUBSCRIPTS:THERMAL OVERLOAD RELAY CONTACTMAGNETIC MOTOR STARTER ANDSEPARATELY MOUNTED COMBINATION MAGNETICMOTOR STARTERLOW - VOLTAGE CIRCUIT BREAKER (CB).RATINGS AND NO. OF POLES AS SHOWN.WHEN SPECIFIC TYPE IS REQUIRED, X INDICATESTYPE.DISCONNECT OR DRAWOUT CONNECTIONYXTYPES:A - MAGNETIC STARTER NEMA SIZEB - STARTER TYPE NONE - FULL VOLTAGE NON-REVERSING (FVNR) FVR - FULL VOLTAGE REVERSING 2S - TWO SPEED RVAT - REDUCED VOLTAGE AUTO TRANSFORMERC - CONTROL DIAGRAM OR CONTROLS SCHEDULE NUMBER (IF REQUIRED)D - CONTROLLER TYPE VFD - VARIABLE FREQUENCY DRIVE SS - SOLID STATEATS - AUTOMATICMTS - MANUALCR - CONTROL RELAYDP - DEFINITE PURPOSE RELAYLC - LIGHTING CONTACTORM - MOTOR STARTERPC - PHOTO CELLTC - TIME CLOCKTR - TIMING RELAYE - ELECTRICAL M -MECHANICAL K -KEYR - REDG - GREENB - BLUEY - YELLOW W- WHITE A -AMBERX - INDICATES FIXTURE TYPE PER LIGHTING FIXTURE SCHEDULEY - INDICATES CIRCUIT NUMBER FROM PANELBOARDz - INDICATES CONTROLLING SWITCH (IF REQUIRED)X - INDICATES TYPENONE - SINGLE POLE3 - THREE-WAY4 - FOUR-WAYHP - TOGGLE SWITCH, HORSEPOWER RATEDK - KEY SWITCHTE - MANUAL MOTOR STARTER WITH THERMAL ELEMENTP - PILOT LIGHTL - LIGHTED HANDLEY - SWITCH NAME/DESIGNATIONX - INDICATES TYPE GFCI - GROUND FAULT CIRCUIT INTERRUPTERY - INDICATES CIRCUIT NUMBER FROM PANELBOARDI - IONIZATION TYPEP - PHOTOELECTRIC TYPER/C - RATE COMPENSATIONR/F - COMBINATION RATE OF RISE AND FIXED TEMPR - RATE OF RISEF - FIXEDNONE - GENERAL ALARM DEVICEF - FIRE ALARM DEVICEHOME RUN WITH CONDUIT SEAL-OFFSMANUAL MOTOR STARTERmA or AMPACATSCCBCKTCUAMPERESALTERNATING CURRENTAUTOMATIC TRANSFER SWITCHCONDUITCIRCUIT BREAKERCIRCUITCOPPEREFELECEMTEXPEXHAUST FANELECTRICELECTRICAL METALLIC TUBINGEXPLOSION PROOFGFIGNDGROUND FAULT INTERRUPTERGROUNDHPHVACHZJ-BOXkWkVAMCCMECHHORSEPOWERHEATING, VENTILATING &HERTZJUNCTION BOXKILOWATTSKILOVOLT AMPERESMOTOR CONTROL CENTERMECHANICAL AIR CONDITIONINGHOAHAND-OFF-AUTOMATICMANUALMANLFMCLIQUIDTIGHT FLEXIBLE METAL CONDUITMFRMANUFACTURERNNCNECNO#PBPHPNLPVCPWRRECPTNEUTRALNORMALLY CLOSEDNATIONAL ELECTRICAL CODENORMALLY OPENNUMBERPUSHBUTTONPHASEPANELPOLYVINYL CHLORIDE CONDUITPOWERRECEPTACLERGSRIGID GALVANIZED STEELSVSWSWBDSWGRSOLENOID VALVESWITCHSWITCHBOARDSWITCHGEARTTDTELUGUHVVAVFDWWPTHERMOSTATTIME DELAYTELEPHONEUNDERGROUNDUNIT HEATERVOLTVOLT AMPERESVARIABLE FREQUENCY DRIVEWATTSWEATHERPROOFYWYE CONNECTEDDELTA CONNECTEDPHASEXFMRTRANSFORMERNORMALLY OPEN LEVEL SWITCH,CLOSE ON RISING LEVELNORMALLY CLOSED LEVEL SWITCH,OPEN ON RISING LEVELNORMALLY OPEN PRESSURE SWITCH,CLOSE ON INCREASING PRESSURENORMALLY CLOSED PRESSURE SWITCH,OPEN ON INCREASING PRESSUREABBREVIATIONS:MOTION DETECTOR, PROVIDE POWER PACK AS NEEDEDDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-5_ELECTRICALLEGENDS&SYMBOLS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL LEGENDS AND SYMBOLS10678.0016G-6KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026 RADIATION(+) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS.POSITION, DIMENSIONEVENT, STATE OR PRESENCEWEIGHT, FORCE, TORQUEVIBRATION, MECHANICAL ANALYSISMULTIVARIABLE (+)TEMPERATURESPEED, FREQUENCY, SOLENOIDPRESSURE, VACUUMUNCLASSIFIEDMOISTURETIME, TIME SCHEDULECURRENT (ELECTRICAL)FLOW RATECONDUCTIVITYBURNER, COMBUSTIONANALYSIS (+)INITIATING VARIABLEPROCESS ORFIRST LETTER (S)FLAPSTOP LOGSVOLUME BOOSTERON LOSS OF PRIMARY POWER(PNEUMATIC, ELECTRICALXX: FO=FAIL OPENFC=FAIL CLOSEDFLP=FAIL TO LAST POSITION=INTERFACE LETTER=DESIGNATION DRAWING NO.=SOURCE DRAWING NO.PROCESS OR SIGNAL LINECONTINUATION N=1,2,3,ETC.INTERFACE TO OR FROMPROCESS EXTERNAL TOPROJECTNSA OR aDN=PROCESS INTERFACE=SIGNAL INTERFACEINTERFACE SYMBOLSSAHXXHYDRAULICDAW/ POSITIONERW/ SOLENOIDW/ POSITIONERELECTROHYDRAULICEHXXXXZEEELECTRICELECTRICXXSPPNEUMATICZPXXPNEUMATICNOTE:OR HYDRAULIC)MANUALACTUATOR SYMBOLSSPSOLENOIDPNEUMATIC WITHXXBRUPTURE DISKVAERATION DIFFUSERVENT TO ATMOSPHERERADIO ANTENNASELF CONTAINEDAIR SUPPLYAMORMORVOICE COMMUNICATIONPOINTPRESSURE GAUGEELECTRIC MOTORPIG CATCH POINTMIXERPIG INSERT POINTSEAL WATER SETHOSE ADAPTORDAMPENERPULSATIONSWATER SURFACEFLUSHING CONNECTIONFULTRASONICMAGMETERAVERAGING PITOTTHERMAL MASSPRESSURESIGHT GLASSDIAPHRAGM SEALBLIND FLANGEAIR GAP480V120VTRANSDUCER(LEVEL)ULEVELULTRASONICROTAMETERWEIRFLUMELEVEL (TRANSDUCER)MISCELLANEOUS SYMBOLSANNULAR DIAPHRAGM SEAL480 VOLT, 60 HZ POWER120 VOLT, 60 HZ POWERBASKET STRAINERY STRAINERREDUCER(BUBBLER TUBE)STRAIGHTENINGRESTRICTIONFLOAT LEVELBUBBLER LEVELLEVELVANESORIFICEORIFICETELESCOPINGPRESSURE CONTROLFOUR-WAY PLUGTHREE-WAY PLUGDIAPHRAGMMINOR EXISTING PROCESSMAJOR EXISTING PROCESSBACKFLOW PREVENTERAIR AND/OR VACUUM RELIEFFABRICATED SLIDEGATES AND VALVE ACTUATORSBALL CHECKDOUBLE DOOR CHECKBUTTERFLYSLUICENEEDLESSAMPLE TAPGATE SYMBOLSSHEARECCENTRIC PLUGPRESSURE RELIEFBUTTERFLYSWING CHECKGATEBALLPLUGGLOBESTARANGLESEAT PORTVALVESPRESSURE RELEASEFLOATPINCHLINE SYMBOLSPROCESS LINESMINOR PROCESSMAJOR PROCESSPITOT TUBETURBINEPRIMARY ELEMENTS/METERSPROPELLER ORREGULATED SIDEABRSIPLATEVENTURIORIFICECON-TDX-SECOFF-TDX-SECORIABXXQUICK CHANGEFLOW TUBEVORTEXRSRS D8ZXYWVON/OFFRTQUTSTORQUEQPONQUANTITY INSTRUMENTATION/LOGIC/FUNCTION SYMBOLSXXXXXPTFICFIC D8HSXXXXXHSD1-1IKMLJMOTIONLEVELPOWERHGFEHANDGASVOLTAGEIDBDCADENSITY PIPE CAPFLEX HOSEHOSE CONNECTIONMANUAL DRIP TRAPFLAME ARRESTERTFCALIBRATIONCOLUMNTANK INSULATIONAUTOMATIC DRAIN TRAPDDIAPHRAGM PUMPPISTON PUMPXXXXCHEMICAL FEED PUMPGEAR PUMP OR BLOWER(POSITIVE DISPLACEMENT)XXXXEJECTORCOMPRESSOR (PISTON)BLOWER OR TURBINECOMPRESSOR (CENTRIFUGAL),XXXXROCK TRAPDRAINCS-1 CONSTANT SPEED (SINGLE SPEED)CS-2 CONSTANT SPEED (TWO SPEED)PUMP AND COMPRESSOR SYMBOLSAS ADJUSTABLE SPEEDCENTRIFUGAL PUMPCENTRIFUGAL WET PITPUMP OR TURBINE PUMPXXXX(DRY PIT)NOTE: XX:SUBMERSIBLE SUMP PUMPPROGRESSIVE CAVITY PUMPXXXX3. THIS IS A STANDARD LEGEND, THEREFORE, NOT ALLOF THIS INFORMATION MAY BE USED ON THIS PROJECT.4. SEE ELECTRICAL LEGEND FOR CONTROL DIAGRAM1. COMPONENTS AND PANELS SHOWN WITH A ( ) ARE SPECIFIED UNDER SECTION PROCESS 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLEASTERISK (**) ARE PART OF A PACKAGE SYSTEM;GENERAL NOTESINSTRUMENTATION AND CONTROL SYSTEM.SEE EQUIPMENT SPECIFICATIONS.ABBREVIATIONS & LETTER SYMBOLSRELAY, COMPUTE, CONVERTINTEGRATE OR TOTALIZEDRIVE, ACTUATOR, UNCLASSIFIEDSWITCH OR SAFETYMULTIFUNCTION (+)VALVE, DAMPER, LOUVERUNCLASSIFIED (+)FINAL CONTROL ELEMENTOPEN ORIFICE, TEST RESTRICTIONZ-AXISY-AXISX-AXISSAFETYINTEGRATE, TOTALIZEWELLUNCLASSIFIED (+)RECORD MULTIFUNCTION (+)TRANSMITPNEUMATICSTOPSTARTUNCLASSIFIED (+)DI/DOOVERLOADMULTIFUNCTION (+)AIDIAIDI/DODI/AIDODOOPEN-START-INCREASECONTROL STATIONCONTROL OR CONTROLLEROUTPUT FUNCTIONCLOSE-STOP-DECREASEINSTRUMENT SOCIETY OF AMERICA TABLEMOMENTARYTIME RATE OF CHANGESCANRATIO/FRACTIONDIFFERENTIALMODIFIERINDICATEOPEN OR OPERATELIGHT SENSOR, PRIMARY ELEMENTGLASS VIEWING DEVICESUCCEEDING LETTERSPASSIVE FUNCTIONCLOSEALARMREADOUT ORDO/AOI/O TYPESH-HIGH ALARM HH-HIGH HIGHL-LOW ALARM LL-LOW LOWMIDDLE, INTERMEDIATEFAILAIDIDIDO/AIDIDIMODIFIERDODODI/AODIFFEEDER CABLETHIRD QUADRANT3QFIRST AND SECOND QUADRANTSFOURTH QUADRANTNETWORK CABLE4 DIGITAL, DISCRETE OUTPUTS4 DIGITAL, DISCRETE INPUTSTHIRD AND FOURTH QUADRANTSLIMEALUMCHLORINENLiAlCl3Q-4Q4/DO4/DI1Q-2Q4QFIRST QUADRANTSWITCH AND PILOTS LIGHTMANUAL CONTROLS SELECTORHONEYWELL CMC COORDINATEDTEMPERATURE CABLE i.e. RTDFIBER OPTIC CABLESECOND QUADRANTMOTOR CABLEASSEMBLIES1Q2QCMCTOMHAND SWITCHHSFILTRATION, LOOP 1LIMIT SWITCH STATUS LIGHTOPEN, CLOSE, FULLDIGITAL CABLE i.e. DATA HIGHWAYCONTROL CABLEANALOG DATA CABLETERMINAL STRIPJUNCTION BOXPILOT LIGHT, HARDWIREDOPEN, CLOSE, AUTO, RESETQL ADCTSJBDIZLOCFOCARXXXXSCADA, FLOW INDICATORCONTROLLER, ACCESSIBLESCADA/PLC/DCS, DIGITALPROCESSOR, ALARMS, SET POINTS,ETC. ACCESSIBLESCADA/PLC/DCS, DIGITALPROCESSOR, ALARMS, SETPOINTS, ETC. NON-ACCESSIBLEPLC/DCS COMPUTATION,ACCESSIBLEHAND SWITCH, MAINCONTROL PANEL (MCP)HAND SWITCH, MOTORCONTROL CENTERPID FLOW CONTROLLER, MAINCONTROL PANEL (MCP)PID FLOW CONTROLLER, MOTORCONTROL CENTERFIELD MOUNTED INSTRUMENT,TRANSMITTER, SWITCHPANEL MOUNTED DISPLAY,INDICATOR, CONTROLVARIABLE FREQUENCY DRIVE"ON" TIME DELAYB "ON" X-SEC. AFTERA "ON".INSTANT "OFF".OFF" TIME DELAYB "OFF" X-SEC. AFTER A"OFF".INSTANT "ON".SIGNAL INTEGRATOR ORINTERLOCK. SEECONTROL DIAGRAMSMEMORY ELEMENT S=SET,R=RESETSWITCHING SIGNALON/OFF RELAY, INPUT ISCONNECTED TO OUTPUTWHEN SWITCHING SIGNAL ISPRESENT.SWITCHING SIGNALSWITCHING RELAY, INPUT WITHDOT IS CONNECTED TO OUTPUTWHEN SWITCHING SIGNAL ISPRESENT.OTHER OUTPUT IS CONNECTEDTO OUTPUT WHEN SWITCHINGSIGNAL IS NOT PRESENT.LINESINSTRUMENTATION LINESNUMBER INDICATES THE NUMBER OFPARALLELING LINES (PARENTHETICALSIGNALS REPRESENTED)CONNECTING LINESNON-CONNECTING(4)(8)(3)ANALOGDISCRETE/POWER SIGNALDIGITAL(ON,OFF,ETC.)CAPILLARYHYDRAULICPNEUMATICELECTRIC POWERDATA LINKKFLOOR DRAINGENERAL NOTESEQUIPMENT/VALVE DESIGNATIONACATSB BOSCC CD CFS CP DFN SDG SLG DSEMEXF GEN GDR HFOTSSB SRSSWMTC UVHC VEF VSFMCCMCS MH SUP NPSWMBFVBLVCKVDIV HSVGLV GTV MDV PLV SCVPSVAIR COMPRESSORAUTOMATIC TRANSFER SWITCHBASIN (CONCRETE)BLOWOFF SILENCERCALIBRATION COLUMNCONTROL DAMPERCHEMICAL FEED PUMP SKIDCONTROL PANELDUCT FURNACESLIDE GATESLUICE GATEDIVERSION STRUCTUREEMERGENCY EYEWASHEXHAUST FANSTANDYBY GENERATORGRINDERHARMONIC FILTEROUTLET SILENCERSPLITTER BOXSEPTAGE RECIEVING STATIONSEAL WATER MONITORTURBO COMPRESSORUV HYDRAULIC SYSTEM CENTERVENTILATION EXHAUST FANVENTILATION SUPPLY FANMOTOR CONTROL CENTERMOTOR CONTROL SILENCERMANHOLESUMP PUMPNON-POTABLE WATER PUMP STATIONWATER METERBUTTERFLY VALVEBALL VALVECHECK VALVEDIAPHRAGM VALVEHOSE VALVEGLOBE VALVEGATE VALVEMUD VALVEPLUG VALVESCREW CONVEYORPRESSURE SUSTAINING VALVEGFERVENERGY RECOVERY VENTILATORGREASE FILTERPULSATION DAMPENERINSTRUMENTATION BIOREACTOR PANELINLET FILTERHOT WATER HEATERINLET SILENCERINTERNALLY-FED DRUM SCREENLOCAL OPERATOR STATIONPDIBPINFHWHINSIDSLOSODOR CONTROL SYSTEMOCSPUMPPSUBMERSIBLE MIXERSMSTOP GATESTGSCREENINGS WASHER/COMPACTORSWCUV DISINFECTION BANKUVBUV POWER DISTRIBUTION CENTERUVPDTANK (PLASTIC/METAL)TBACKFLOW PREVENTION VALVEBPVKNIFE GATE VALVEKGVPRESSURE CONTROL VALVEPCVPRESSURE RELIEF VALVEPRVSOLENOID VALVESOVAIR RELEASE VALVEARVACVAIR/VACUUM COMBINATION VALVEVARIABLE FREQUENCY DRIVEVFDRTROCK TRAPYHYARD HYDRANTMCXX-MC-ZZINSTRUMENT IDENTIFICATIONPRESSURE DIFFERENTIAL-ELEMENT/INDICATE/SWITCH (HIGH/LOW)PRESSURE ELEMENTPRESSURE TRANSMITTER AND INDICATORPRESSURE SWITCH - HIGH/LOWPRESSURE TRANSMITSPEED CONTROL-VAIRABLE FREQUENCY DRIVESPEED ELEMENTSPEED SWITCHSEAL WATER MONITORTEMPERATURE ELEMENTTEMPERATURE TRANSMITTER AND INDICATORTEMPERATURE SWITCH - HIGH/LOWALARM POWEREVENT LIGHTPOSITION SWITCHXX-NS-ZZNSXX-PDX-ZZPDXXXX-PE-ZZPEXX-PIT-ZZPITXX-PSX-ZZPSXXX-PT-ZZPTXX-SC-ZZSCXX-SE-ZZSEZSXX-ZS-ZZYLXX-YL-ZZXAXX-XA-ZZTSXXX-TSX-ZZSWMXX-SWM-ZZXX-SS-ZZSSTM°FMHEAT EXCHANGERSILENCERHOT WATER HEATERKNIFEFILTERTEMPERATUREGAUGEFLOW METERPROBEDO = DISSOLVED OXYGENNH4= AMMONIUMPH = PHNOX= NITRATECONTROL DAMPERNATURAL GAS HEAT COILSCREENINGSWASHER/COMPACTORSCREW CONVEYORINTERNALLY-FEDGRINDEREXHAUST FANCOMPRESSED AIR TANKDRUM SCREENREDUCERBACKFLOW PREVENTIONOUTSIDE AIR DAMPERANNUNCIATORTRENCH DRAINVALVEEQUIPMENT NUMBERS100 =200 = 300 = 400 = 500 = 600 = 700 = 800 = INFLUENT PUMP STATIONHEADWORKSSEQUENCING BATCH REACTORUV DISINFECTION NPW PUMPING SYSTEMEFFLUENTAEROBIC DIGESTIONSOLIDS HANDLINGXX-YYY-ZZGROUP DESIGNATIONEQUIPMENT/PROCESS DESIGNATIONNUMERICAL DESIGNATIONGROUP DESIGNATIONLSXXX-LSX-ZZLOSXX-LOS-ZZLITXX-LIT-ZZLEXX-LE-ZZLAXXX-LA-ZZJIXX-JI-ZZHSXX-HS-ZZANALYTICAL ELEMENT (PROBE)- DO/NH4/NOX/PH/LEL/H2SANALYTICAL TRANSMITTER AND INDICATORALARM LIGHTEMERGENCY SWITCHFLOW ELEMENTFLOW TRANSMITTER AND INDICATORHAND SWITCHPOWER INDICATELEVEL ALARM - HIGH/LOWLEVEL ELEMENTLEVEL TRANSMITTER AND INDICATORLOCAL OPERATOR STATIONLEVEL SWITCH - HIGH/LOWMOTOR CONTROL-FULL VOLTAGE NON REVERSINGMOISTURE SWITCHFITXX-FIT-ZZFEXX-FE-ZZESXX-ES-ZZALXX-AL-ZZXX-AIT-ZZAITLEGEND.INTAKE DUCTSILENT CHECKXX-AE-ZZAE900 = CHEMICAL FEED1000 = GENERATORWYE-STRAINERWSMDMOTORIZED DAMPERVFDTEXX-TE-ZZTITXX-TIT-ZZASSOCIATEDDEVICES1.THIS IS A STANDARD LEGEND,THEREFORE, NOT ALL OF THISINFORMATION MAY BE USED ONTHIS PROJECT.2.SEE ELECTRICAL LEGEND FORCONTROL DIAGRAM LEGEND.TVTELESCOPING VALVEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\0-GENERAL\G-6_P&ID_LEGENDS&NOTES.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAP&ID LEGEND AND NOTES10678.0017G-7KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026 S2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54'EGISSP P BPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BPNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NGSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSESSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W15S15S15SBPBPBPBPBPBPBPBPBPBPBPBPBP BP SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FMFMFMFMFM FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM XBPBPBPBPEGISSP P BPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BPNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NGSSSSSSSSSSSSSSSSSSSSSSSSS SSEXISTING 30' SEWER EASEMENTTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-1_EXISTINGSITECONDITIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAEXISTING SITE CONDITIONS10678.0018C-1KJSLRHLRH03/2026 612360SCALE IN FEETRECORD DRAWINGSMARCH 2026EXISTING LIFT STATION BUILDINGEXISTING ASPHALTSHARED USE PATHEXISTING CONCRETE DRIVEWAYEXISTING CONCRETE WET WELLEXISTING SANITARY SEWER MANHOLEEXISTING SANITARY SEWER MANHOLEEXISTING ELECTRICAL JUNCTIONBOX (NORTHWESTERN ENERGY)EXISTING GAS METEREXISTING ELECTRICALSERVICE METEREXISTING 8" SANITARYSEWER MAIN STUBPROPERTY BOUNDARY (TYP.)EXISTING 3-PHASETRANSFORMER(NORTHWESTERN ENERGY)VAUGHN DRIVELAUREL PARKWAY EXISTING WATER MAINEXISTING BURIED POWER (TYP.)EXISTING LIGHT POLE (TYP.)EXISTING NATURALGAS SERVICEEXISTING 15" SEWER MAINEXISTING 8" SEWER MAINEXISTING 15" SEWER MAINEXISTING 15" SEWER MAINEXISTING 2" FLOOR DRAINEXISTING 4" SDR-26FORCE MAINEXISTING 6" SDR-26FORCE MAIN G IPWWBPBPEWWBPBPXXXXGIPXXXXWWBPBPW BABCOCK STDURSTON RDCOTTONWOOD RD LAUREL PKWY VAUGHN DRLEGENDCONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 1OPTION 2CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGGIP NGSDWSW W W W S S S BP BP BP BP BP E8S15S15S15SSSESDWSW W W W BP BP BP BP BP FMFMEEXXXXXXXXXGIP NGXXXXXXXXXSDWSW W W W S S S BP BP BP BP BP TEMPORARY JOB SITE DUMPSTERMATERIALS STORAGEAND STAGING LOCATIONTEMPORARY SPOILS LOCATIONXXXXXXTEMPORARY JOB SITE TRAILERSFSFSFSFSFSFSFSFSFSFSFSFCONCRETE WASHOUTFACILITYSILT FENCESFSFSFSFSFTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-XX_EROSION_CONTROL-ROUTE_MAP.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANACONSTRUCTION MANAGEMENT, ROUTE, AND EROSION CONTROL PLAN10678.0019C-2KJSLRHLRH03/2026 3006001503000SCALE IN FEETRECORD DRAWINGSMARCH 20261.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; THE CITY OF BOZEMAN DESIGN STANDARDS & SPECIFICATIONS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTORSHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVEDBY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BEENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL STRIVE TO MINIMIZE LARGE VEHICLE TRAFFIC THROUGH EXISTING RESIDENTIAL NEIGHBORHOODS TO THE EXTENT POSSIBLE. LARGE TRUCK TRAFFICSHALL USE THE ROUTES SHOWN IN THE GRAPHIC OR ADDITIONAL COUNTY ROADS THAT AVOID HIGH-DENSITY RESIDENTIAL NEIGHBORHOODS. THIS RESTRICTION SHALL NOTAPPLY TO LIGHT VEHICLE TRAFFIC INCLUDING TRADE VEHICLE TRUCKS AND PICKUP TRUCKS LESS THAN OR EQUAL TO 1 TON HAUL CAPACITY.5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS INADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THEAVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLYADOPTED FEES FOR SUCH SERVICES.6.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FORPROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.8.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.9.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLICRIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.10.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORYAGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNINGSIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITYCROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.11.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.12.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) ORLOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.13.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.GENERAL NOTES:PROJECT LOCATION1.CONSTRUCTION DEBRIS WILL BE STORED ANDCOLLECTED IN A DEBRIS BOX SIMILAR TO THE ONESHOWN BELOW. THE LOCATION OF SAID DEBRIS BOXDURING CONSTRUCTION IS SHOWN ON C200 EROSIONAND SEDIMENT CONTROL PLAN. THE TYPE OFMATERIALS STORED AND COLLECTED WILL BE NORMALCONSTRUCTION MATERIALS SUCH AS WOOD, METAL,DRYWALL, STONE AND BRICK.2.RENTAL SIZES: 10 CUBIC YARDS - 12' X 8' X 3' | 4 TONWEIGHT LIMITTEMPORARY DEBRIS BOX NOTES:Know what'sbelow.before you dig.CallRNOTES BY SYMBOL:INSTALL TRACKOUT CONTROL SYSTEM PER DETAIL 3 ON SHEET SD-4 ORAS RECOMMENDED BY MANUFACTURERINSTALL CONCRETE WASHOUT FACILITY PER DETAIL 5 ON SHEET SD-4.INSTALL SILT FENCE PER DETAIL 5 ON SHEET SD-4.EROSION & SEDIMENT CONTROL NOTES:1.EROSION AND SEDIMENT CONTROL ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN'SBEST MANAGEMENT PRACTICE (BMP) MANUAL FOR CONSTRUCTION SITES. MARCH 1, 2019.2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBINGACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). DURING THE CONSTRUCTION OF UNDERGROUND STORMWATERFACILITIES, ALL CONTRIBUTING INLETS SHALL BE PROTECTED WITH STRAW WATTLES OR FABRIC INLET-BAGS TO MITIGATESEDIMENT ACCUMULATION. ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATETIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, ANDSTORMWATER MANAGEMENT PLAN.3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLINGON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIESSHOWN HEREIN.4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OFEXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FORTHE SHORTEST PRACTICAL PERIOD OF TIME.5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS.THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROL ON-SITE EROSION.6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS.ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPERCONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE,AND FEDERAL REGULATIONS.8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTINGSTREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACH WORKING DAY.9.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL ELECTRICAL PERMITS/FEES.10.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANADEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OFSTORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGTHE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.1235010025500SCALE IN FEET32113-CONSTRUCTION MANAGEMENT PLANSCALE: 1" = 50'1-CONSTRUCTION ROUTE MAPSCALE: 1" = 300'2-TEMPORARY DEBRIS BOXSCALE: 1" = NTS GIP NGNGSS D WSWSW W W W W W W W W WSSSSSSSS BP BP BP BP BP BP BP BP BP BP BP SEEEE8S15S15S15S15S15SSSES D WSWSW W W W W W W W W W15S15S15S15S15S15S15S15S15S BP BP BP BP BP BP BP BP BP BP BP SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFMFMFM FMFMFM EEXXXXXXXXXXXXXXXXXXBPFMFM FMFMFMFMFMFMFMFMFMFMFMFMGIP NGNGSXXXXXXXXXXXXXXXXXXS D WSWSW W W W W W W W W WSSSSSSSS BP BP BP BP BP BP BP BP BP BP BP SS2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54'WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W S S S SW W W WWWWWFM FM FM FM FM FM FM FM FM FM THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-X_CIVILSITE&UTILITYPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANACIVIL SITE AND UTILTIES PLAN10678.00110C-3KJSLRHLRH03/2026 306015300SCALE IN FEETRECORD DRAWINGSMARCH 2026PROPOSED BUILDINGEXPANSIONNEW TRANSFORMER LOCATIONINSTALL NEW 7' X 7'TRANSFORMER PADEXISTING PONDRESTORE TO ORIGINALCONDITIONPROPOSED 9' X 12' WET WELL(SEE SHEETS M-4 & M-5)EXST. GASSERVICE(PRESERVE)PROPOSEDALL-WEATHERGRAVEL ACCESS PATHNEW 15" PVC GRAVITY SEWERTO PROPOSED WET WELL(SEE SHEET C-9)EXISTING 6" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)EXISTING 4" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)EXISTING 8" DUCTILEIRON WATER MAINPROPERTY BOUNDARY (TYP.)EXISTING ASPHALT PATHLAUREL PARKWAY (90' ROW)EXISTING MANHOLENEW 10" DR-11 HDPE MAINVAUGHN DR(60' ROW)EXISTING FIRE HYDRANTVAUGHN DRDEBOUR LNVAHL WAY NEW ELECTRICSERVICE EXST. BURIEDPOWEREXISTING STORM INLETEXISTING STORM INLETEXISTING FIRE HYDRANTNEW GRAVITY SEWER TOPROPOSED WET WELL(SEE SHEET C-9)EXISTING 15" PVC GRAVITY SEWER MAINEXISTING 8" PVCGRAVITY SEWERPROPOSED TEMPORARYCONSTRUCTION EASEMENTEXISTING SANITARY SEWERPIPELINE ACCESS EASEMENT(DOC #2800049)NEW 6" DUCTILEIRON PRESSURESEWEREXST WET WELL TOBE DEMOLISHEDEXISTING 8" PVC GRAVITYSEWER (APPROX)EXISTING 8" PVC GRAVITYSEWER (APPROX)EXISTING 8" DUCTILE WATERMAIN (APPROX.)EXISTING 8" DUCTILEWATER MAIN (APPROX.)EXISTING 8" PVC GRAVITYSEWER (APPROX)EXISTING 8"DUCTILEWATER MAIN (APPROX.)PROPOSED TEMPORARYCONSTRUCTION EASEMENTSNOW STORAGE AREA (TYP.)PROPOSED SIDEWALK - 6" THICK(COB STD DRAWING 02529-11) EGISSP P BPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BPNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NGSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW W W W W W W W W W W W15S15S15SBPBPBPBPBPBPBPBPBPBPBPBPBP BP SSSSFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FMFMFMFMFM FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM XXXXXXBPBPBPBPS2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54' EXISTING 30' SEWER EASEMENTTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-2_SITEDEMOLITIONPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASITE DEMOLITION PLAN10678.00111C-4KJSLRHLRH03/2026 612360SCALE IN FEETRECORD DRAWINGSMARCH 2026GENERAL NOTES1.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.2.THE EXISTING WET WELL AND LIFT STATION SHALL REMAINFUNCTIONAL IN ITS CURRENT CONFIGURATION FOR AS LONG ASPRACTICABLE. CONTRACTOR SHALL NOTIFY ONE CALL @ 811 FORUTILITY LOCATION. ALL EXISTING UTILITIES SHALL BE MARKEDBEFORE DIGGING.3.CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL PIPING.TESTING SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS,CITY OF BOZEMAN STANDARDS, AND MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (CURRENT EDITION).4.COORDINATE ALL WORK WITH CITY OF BOZEMAN ENGINEERINGPRIOR TO AND DURING CONSTRUCTION. PROVIDE WRITTEN WORKPLANS AND SUBMITTALS IN ACCORDANCE WITH SPECIFICATIONS.5.ANY DAMAGE TO ITEMS NOT DESIGNATED FOR REMOVAL IS THERESPONSIBILITY OF THE CONTRACTOR TO RESTORE BACK TO THEORIGINAL CONDITION.DEMOLITION1.SWITCHOVER BETWEEN THE EXISTING WET WELL AND NEW WETWELL SHALL BE PERFORMED AFTER THE NEW SYSTEMS HAVE BEENTESTED AND VERIFIED TO FUNCTION AS INTENDED.2.THE CONTRACTOR IS RESPONSIBLE FOR HAULING ALL DEMOLISHEDMATERIAL OFF SITE. ANY COST ASSOCIATED WITH HAULING ORDISPOSAL OF THE MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR.RESTORATION1.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.2.SITE RESTORATION SHALL INCLUDE CLEAN UP, FINAL GRADING, ANDREPLACING SURFACE MATERIALS IN DISTURBED AREAS.3.CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH CITY OFBOZEMAN DESIGN STANDARDS, CITY OF BOZEMAN MODIFICATIONSTO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, ANDMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (CURRENTEDITION).CUT AND DISPOSE EXISTING ASPHALTSAW CUT ~ 170 LFASPHALT DISPOSAL ~ 1,200 SFASPHALT EXTENTS ARE ESTIMATEDREMOVE AND REPLACEEXISTING MANHOLEEXISTING TRANSFORMER, ELECTRICSERVICE, AND COMMUNICATIONSERVICE TO THE BUILDING SHALL BEREMOVED / RELOCATED AS SHOWNON THE PROPOSED SITE PLAN.THE RELOCATION OF THETRANSFORMER/ELECTRIC SERVICEAND THE COMMUNICATIONS SERVICESHALL BE BY NORTHWESTERNENERGY AND THE COMMUNICATIONCOMPANY, RESPECTIVELY.PRESERVE EXISTING GAS SERVICEABANDON EXISTING WETWELL IN PLACECONTRACTOR SHALLREMOVE ALL PUMPS,PIPING, AND CONTROLSPRIOR TO ABANDONMENTPLUG AND ABANDONEXISTING 15" SEWERMAIN PIPE TO WET WELLIN PLACEREMOVE EXISTINGWALL-MOUNTED AIR GAPPANELSEE SHEETS S-1 AND S-2 FORBUILDING DEMOLITION ITEMSDEMOLISH 37 LF 15"SDR-35 PVC SEWER PIPEREMOVE 162 LF 8" SDR-35PVC SEWER PIPEREMOVE EXISTING PROTECTIVEBOLLARDS AND RESTORE SURFACEDEMOLISH EXISTING FENCETO PROPERTY LINEEXISTING PROPERTY LINE (TYP.)PRESERVE EXISTINGJUNCTION BOXCUT AND DISPOSE EXISTING ASPHALTFOR BYPASS TIE-INSAW CUT ~ 40 LFASPHALT DISPOSAL ~ 100 SFASPHALT EXTENTS ARE ESTIMATEDADDITIONAL DEMO A.B. GIP NGNGNGNGNGNGNGNGNGNGNGNGNG NG NGSSSSSSWWWWWWWWWWWWWSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSSS SS15S15S8S8S8SEEEEEEEEEEEEEEEEEEEEEEEEEEEEE8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSSSSSSSSSSSSSSSEW W W W W W W W W W W W WBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP FMFMFMFMFMFMFMFMFMFMFMFM FM FM FMFMFMFMFM FMFMFMFMFMFMFMFMFMFM FM FM FM FM EEEEEEEEEEEEEEEEEEXBPBPBPBPBPBP BP BPBPBPBPBP GIP NGNGNGNGNGNGNGNGNGNGNGNGNG NG NGSSSSSS XW W W W W W W W W W W W WSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP SSSSSSS2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54' EXISTING 30' SEWER EASEMENTTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-3_OVERALLSITEPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAOVERALL SITE PLAN10678.00112C-5KJSLRHLRH03/2026 612360SCALE IN FEETRECORD DRAWINGSMARCH 2026INSTALL 6" REINFORCED CONCRETEDRIVEWAY EXTENSIONCONCRETE JOINT (TYP.)PROVIDE EXPANSION JOINT ATCONCRETE INTERFACE WITH BUILDINGINSTALL 6" DIA.CONCRETE FILLEDSTEEL BOLLARD(TYP. OF 10)6" BURIED PIPING(SEE SHEET C-8)8" FORCE MAIN TOCOTTONWOOD RD(SEE SHEETS C-10 -C-13)PROPOSED BUILDINGEXPANSIONNEW TRANSFORMER LOCATIONINSTALL NEW 7' X 7'TRANSFORMER PADEXISTING PONDRESTORE TO ORIGINALCONDITIONEXISTING CURBPROPOSED 9' X 12' WET WELL(SEE SHEETS M-4 & M-5) EXST. GASSEVICE4" SDR-26 PVC FLOOR DRAINEXTENSION TO NEW SERVICE WYE(SEE SHEET C-9)PROPOSEDALL-WEATHERGRAVEL ACCESS PATH(SEE DETAIL 4 ONSHEET SD-2)EXISTING CONCRETEDRIVEWAY ACCESSNEW GRAVITY SEWER TOPROPOSED WET WELL(SEE SHEET C-9)EXISTING 6" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)EXISTING 4" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)RECONFIGURE LIFT STATIONMANIFOLD PER SHEET M-2NEW GRAVITY SEWER TOPROPOSED WET WELL(SEE SHEET C-9)CONNECT TO EXISTING 6"PIPING TO BUILDING (TYP.)LIFT STATION POWERAND CONTROL CONDUIT(SEE ELECTRICAL DWGS)DOWEL NEW CONCRETE TOEXISTING CONCRETE WITH #4X 18" BAR SPACED 15" O.C.,CENTERED IN SLAB (TYP.)NEW ELECTRICALMETER SERVICE PANELEXISTING 8" DUCTILEIRON WATER MAINEXISTING BURIEDELECTRICALRELOCATE EXISTINGGENERATOR AS SHOWN5.561.50' (TYP.)5.56'6.83'6.83'6.83'6.83'NEW 8" SEWER STUB TO EAST(SEE SHEET C-9)RELOCATED 2" CURB STOP FORFLOOR DRAIN PIPEINSTALL 4" X 2" ECCENTRICREDUCER DOWNSTREAMPROPERTY BOUNDARY (TYP.)26.41'11.77' 11.77'18.24'26.41'18.01'12.00'11.08'13.90' 13.90'12.00'8.82'EXISTING NATURAL GASEXISTING ASPHALT PATH20.00'16.00'26.94'7.00'7.00' LAUREL PARKWAY EXISTING MANHOLENEW ELECTRICALSERVICE TO BUILDINGEXTEND 2" FLOOR DRAINAT 2% MIN SLOPE21.70'16.06'13.68'PROPOSED FORCE MAINELECTRICALHANDHOLE(TYP. OF 2)(SEE SHEET E-8)20.00'REAR SETBACK5.00' SIDE SETBACK 15.00'FRONT SETBACK15.00'FRONT SETBACK6.00'PROPOSED SIDEWALK - 6" DEPTH(COB STD DRAWING 02529-11)GENERAL NOTES1.BLOCK FRONTAGE CLASSIFICATION (VAUGHN DRIVE): LANDSCAPE2.BLOCK FRONTAGE CLASSIFICATION (LAUREL PARKWAY): LANDSCAPE3.REFER TO THE LANDSCAPE DRAWINGS FOR LOCATION OFPLANTINGS TO MEET REQUIREMENTS OF BMC 38.510.030.C4.A DEPARTURE FROM FACADE TRANSPARENCY REQUIREMENTS HASBEEN REQUESTED IN THE PROJECT NARRATIVE DUE TO THE SIZEAND NATURE OF THE FACILITY. EGISSPPBPBPBPNGSESDWSWWWWWWWWWWWWWWW15S15S15S15S15S15S15S15SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPS S S S S S S SSSSSSSSSS S S S S S SFM FMFMFMFMXXXXXXXTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-4_TEMPORARYBYPASSPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANATEMPORARY BYPASS PLAN10678.00113C-6KJSLRHLRH03/2026 408020400SCALE IN FEETRECORD DRAWINGSMARCH 2026GENERAL TEMPORARY BYPASS PUMPING NOTES1.CONTRACTOR SHALL SUBMIT A TEMPORARY BYPASS PUMPING PLAN TO THE OWNER/ENGINEER REVIEW AND APPROVAL NO LATER THAN 21 DAYS PRIOR TOBYPASS PUMPING OPERATIONS, AND THE PLAN SHALL BE APPROVED BY THE CITY OF BOZEMAN. THE PLAN MUST ALLOW THE ENTIRE LIFT STATION TO BEOFFLINE FOR THE TOTAL ESTIMATED TIME TO COMPLETE THE ACTIVATION OF THE NEW WET WELL, MANIFOLD, AND CONTROLS. THE SUBMITTAL SHALLINCLUDE THE FOLLOWING, AT MINIMUM. ADDITIONAL REQUIREMENTS ARE SPECIFIED IN PART 1.08 OF SPECIFICATION SECTION 01 14 16.1.1.LISTING OF EQUIPMENT (BYPASS PUMP SIZES, CAPACITIES, NUMBER, BYPASS PIPELINE SIZE AND MATERIAL TYPES).1.2.DRAWING OF PLUG AND BYPASS PUMP/PIPELINE LOCATION.1.3.OPERATION PLAN.2.THE TEMPORARY BYPASS PUMPING SYSTEM SHALL BE CAPABLE OF OPERATING AT THE MAXIMUM FLOW RATE WITH THE LARGEST PUMP OUT OF SERVICE.2.1.ESTIMATED MAXMIMUM FLOW IS 122 GPM BASED ON EVALUATION OF EXISTING SYSTEM DATA. TOTAL DYNAMIC HEAD VARIES BASED ON PUMP SUCTIONAND DISCHARGE LOCATIONS AND DICHARGE PIPE SIZE. SEE THE PLAN FOR APPROXIMATE INVERTS AT PROPOSED SUCTION AND DISCHARGEMANHOLES.3.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND OPERATING TEMPORARY BYPASS PUMPING SYSTEM, INCLUDING SAFETY EQUIPMENT, TRAFFICBARRIERS, ETC., TO ENSURE PUBLIC SAFETY. TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER, OWNER, AND CITY OF BOZEMAN FORREVIEW A MINIMUM OF 7 DAYS PRIOR TO THE PLANNED START OF THE WORK.4.CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MONITORING ANY GRAVITY SEWER PLUGS AND/OR OTHER FLOW CONTROL DEVICES. PLUGPLACEMENT SHALL NOT CAUSE SURCHARGING OF SEWERS, DAMAGE TO SEWERS, DAMAGE TO PRIVATE OR PUBLIC PROPERTY, OR CREATE A NUISANCE ORPUBLIC MENACE.5.PLUGS SHALL BE PROVIDED WITH TAPS FOR CONNECTION OF PRESSURE GAUGES AND AIR HOSES. PLUGS SHALL PROVIDE FLOW-THROUGH CAPABILITY.6.BYPASS PUMP DISCHARGE PIPING SHALL BE MONITORED TO ENSURE THAT NO LEAKS ARE PRESENT. PIPING SHALL HAVE A PRESSURE RATING AT LEAST 1.5TIMES THE ANTICIPATED OPERATING PRESSURE, BE CONSTRUCTED OF HDPE PRESSURE PIPE (SDR-17 MINIMUM) WITH BUTT-FUSION WELDED JOINTS.7.CONTRACTOR SHALL PROVIDE HS-20 RATED STEEL RAMPS TO ALLOW TRAFFIC TO CROSS BYPASS LINES. WARNING SHALL BE PROVIDED TO VEHICULARTRAFFIC FOR THE PRESENCE OF THESE RAMPS.7.1.ALTERNATIVELY, THE CONTRACTOR MAY SUBMIT A TRAFFIC CLOSURE PLAN TO THE CITY OF BOZEMAN FOR THEIR REVIEW AND APPROVAL.CONTRACTOR SHALL COVER ANY COSTS REQUIRED FOR LANE CLOSURES.BYPASS PUMP EQUIPMENT1.EQUIPMENT SHALL BE DESIGNED OR EQUIPPED WITH DEVICES TO MINIMIZE NOISE. NOISE LEVELS SHALL NOT EXCEED 60 DBA WHEN MEASURED AT THENEAREST PROPERTY LINE.2.SWING CHECK VALVES SHALL BE PROVIDED FOR EACH PUMP.3.ALL BYPASS PUMPS AND ALARM CONDITIONS SHALL BE TRANSMITTED TO CONTRACTOR AND OWNER THROUGH THE USE OF A CALL BOX, WITH THECONTRACTOR REQUIRED TO RESPOND FIRST TO THE ALARM. CITY OF BOZEMAN SHALL BE INCLUDED ON THE CALL TREE IN THE EVENT THAT CONTRACTORAND OWNER DO NOT RESPOND.4.PUMPS IMPELLERS SHALL BE SIZED TO PASS A 3-INCH DIAMETER SOLIDS, AT MINIMUM.5.EQUIPMENT SHALL BE FULLY AUTOMATIC AND SELF-PRIMING UNITS THAT DO NOT REQUIRE USE OF FOOT VALVES OR VACUUM PUMPS IN PRIMING SYSTEM.BYPASS PUMP SUCTION LOCATION 1MANHOLE ID: M042248" DIAMETERRIM = 4781.488" INV IN (W) = 4771.468" INV OUT (E) = 4771.28BYPASS PUMP SUCTION LOCATION 2MANHOLE ID: M052948" DIAMETERRIM = 4788.1415" INV IN (S) = 4778.7015" INV OUT (N) = 4778.53BYPASS PUMP DISCHARGE LOCATION (APPROXIMATE)·EXCAVATE AND TIE INTO EXISTING 4" DIAMETER SDR-26PVC FORCE MAIN··CONTRACTOR SHALL VERIFY THAT THEDISCHARGE VALVE WITHIN THE LIFT STATIONVALVE IS CLOSED TO THIS MAIN PRIOR TO MAKINGCONNECTION.··CONNECTION SHALL BE MADE TO ENSURE NOLEAKING OCCURS DURING BYPASS·UPON COMPLETION, THE CONTRACTOR SHALL PLUGAND ABANDON THE EXISTING 4" MAIN EACH SIDE OFTHE TIE-IN LOCATION.··CONTRACTOR SHALL INSTALL HYDRAULIC GROUTFOR A MINIMUM OF 5' EACH SIDE OF THE OPENINGAND INSTALL TWO SOCKET WELDED (GLUED) CAPS.BYPASS PUMP CONTROLS AND ALARMS1.CONTRACTOR SHALL PROVIDE THE CONTROL SYSTEM NECESSARY FOR FLOW CONTROL. CONTROLS SHALL BE CAPABLE OF PROVIDING FULLY AUTOMATIC,UNATTENDED OPERATION.2.AN EMERGENCY CALL BOX ALARM SYSTEM SHALL NOTIFY THE CONTRACTOR OF THE FAILURE OF ANY COMPONENT OF THE FLOW CONTROL SYSTEM.CONTRACTOR SHALL MAKE PROVISIONS TO ALSO NOTIFY THE CITY OF BOZEMAN AND ENGINEER OF ANY FAILURES3.A MECHANICALLY OPERATED VISUAL AID (SUCH AS A SWING CHECK VALVE) SHALL BE PROVIDED TO CONFIRM THAT THE PUMPS ARE OPERATINGCORRECTLY. THE BYPASS SETUP SHALL ALSO INCLUDE PRESSURE GAUGE AND AIR RELEASE VALVES ON THE DISCHARGE PIPE FOR BYPASS SETUP.WORK EXECUTION1.ALL WORK SHALL CONFORM TO ALL APPLICABLE OSHA REGULATIONS2.CONTRACTOR SHALL NOTIFY ENGINEER, OWNER, AND CITY OF BOZEMAN AT LEAST 48 HOURS PRIOR TO IMPLEMENTING FLOW CONTROL SYSTEM.3.THE TEMPORARY FLOW CONTROL SYSTEM MUST BE OPERATED FOR A MINIMUM OF 12 HOURS WITHOUT PROBLEMS OR FAILURE PRIOR TO BEGINNING ANYOTHER WORK RELATED TO THE PROJECT.4.ALL ANCILLARY COSTS (FUEL, ELECTRICAL POWER, MATERIALS, ETC.) REQUIRED TO OPERATE THE BYPASS SYSTEM SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.5.CONTRACTOR SHALL ENSURE THAT ALL VALVES INSIDE THE LIFT STATION BUILDING ARE CLOSED TO PREVENT SEWER FROM BEING DIVERTED INTO THE WETWELL.PROJECT CLEANUP1.CONTRACTOR SHALL DISCHARGE RESIDUAL SEWAGE IN BYPASS PIPELINE AND PUMPING EQUIPMENT TO WORKING SEWER BEFORE THE SYSTEM ISDEACTIVATED AND REMOVED AT THE COMPLETION OF THE WORK.EXISTING LIFT STATION BUILDINGEXISTING WET WELLLAUREL PARKWAYVAUGHN DRIVEDEMOLITION1.THE CONTRACTOR IS RESPONSIBLE FOR HAULING ALL DEMOLISHEDMATERIAL OFF SITE. ANY COST ASSOCIATED WITH HAULING ORDISPOSAL OF THE MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR.2.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.RESTORATION1.DEMOLITION ITEMS ARE GENERALIZED BELOW AND DO NOTCONSIDER TIMING OF THAT WORK.2.SITE RESTORATION SHALL INCLUDE CLEAN UP, FINAL GRADING, ANDREPLACING SURFACE MATERIALS IN DISTURBED AREAS.3.CONTRACTOR SHALL REPLACE ANY REMOVED TRAFFIC MARKINGS.4.CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH CITY OFBOZEMAN DESIGN STANDARDS, CITY OF BOZEMAN MODIFICATIONSTO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, ANDMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (CURRENTEDITION).5.TRENCH SHALL BE BACKFILLED USING FLOWABLE FILL AND BE INACCORDANCE WITH THE STANDARD SECTION SHOWN IN DETAIL 2 ONSHEET SD-4.6.ANY DAMAGE TO ITEMS NOT DESIGNATED FOR REMOVAL IS THERESPONSIBILITY OF THE CONTRACTOR TO RESTORE BACK TO THEORIGINAL CONDITION. GIP NGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NGSSSSSS XXXXS S S SBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BPS SS15S15S8S8S8SEEEEEEEEEEEEEEEEEEEEEEEEEEEEE8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSSSSSSSSSSSSSSSE15S 15S 15S 15SBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BPS FMFMFMFMFMFMFMFMFMFMFMFM FM FM FMFMFMFMFMFMFM FMFMFMFMFMFMFMFM FM FM FM FM EEEEEEEEEEEEEEEEEEXXXXBPBPBPBPBPFMFMFMFMFMFMFMFM FM FM FM FM FMFMFMFMFMFMFMBP BP BPBPBPBPBP S2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54' 4782.50 4782.0082.1282.2982.5982.5882.3181.9781.9782.8783.02MEG 83.09MEG 83.08MEG 82.93MEG 81.83MEG 81.8182.8082.0882.9782.9783.0483.0482.89MEG 81.81MEG 83.05MEG 82.20MEG 82.39MEG 82.09MEG 82.01MEG 81.87MEG 82.13MEG 82.81MEG 82.90FG 82.60FG 82.60FG 82.6083.14FG 82.60FG 82.604783.0047 8 2 . 5 0 4782.00 4781.50 4782.004781.50 4782.00-3.43%-1.11%-0.27%-1.78%-0.40%-2.13%-1.84%MEG 82.01GIP NGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NGSSSSSS XXXXS S S SBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BPS SS-0.11%83.09>>>>>>>>>>>>>>>>>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > >-1.00%-1.90% -11.85% -5.91% -2.38% -0.1 3 %FG 82.64FG 82.64FG 82.64FG 82.644782.504782.504783.004782.004782.504782.50 -1.00% -3 . 1 0%-3.35%4782.50-2.30%-6.51%-8.0 2 %MEG 81.52MEG 81.44MEG 81.68MEG 81.7382.17-1.51%-1.23%-1.58%MEG 81.76-1.52%-2.73%-2.72%-2.74%THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-5_SITEGRADINGPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASITE GRADING PLAN10678.00114C-7KJSLRHLRH03/2026 612360SCALE IN FEETRECORD DRAWINGSMARCH 2026PROPERTY BOUNDARY (TYP.)LEGENDFLOW LINEPROPOSED MAJOR CONTOUR>>>>>>>>XXXXMATCH EXISTING GRADEPROPOSED SWALEPROPOSED FORCEMAIN. SEE SHEETSC-10 TO C-13.PROPOSED GRAVITYSEWER MAIN. SEESHEET C-9.PROPOSED WET WELLRIM = 4783.14FF ELEV. = 4783.14MEGPROPOSED MINOR CONTOUREXISTING MAJOR CONTOURXXXXEXISTING BUILDINGPROPOSED BUILDING EXPANSIONLAUREL PARKWAY EXISTING CONCRETE DRIVEWAYNEW 6" CONCRETEDRIVE ACCESSNEWTRANSFORMER PADNEW GRAVELACCESSPROPOSED SWALEGRADE BREAKNEW 6" THICKCONCRETE SIDEWALKNEW 6" THICK CONCRETE SIDEWALK(COB STD DRAWING 02529-11)END CONCRETESIDEWALKAPPROX. 82.98 A.B.APPROX. 82.99 A.B. S2°11'57"W 54.99'S87°48'03"E 120.00'N0°28'39"W 60.54'GIPNGNGNGNGNGNGNGNGNG NG XSS15S15S15S15S8S8S8S8S8SEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSSSSSSSSSSSSSSSSSSSSSSSSSEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMEEEEEEEEEEEEEEEEEEEEEEEEEEEXBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPEXISTING 30' SEWER EASEMENTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-6_YARDPIPINGPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAYARD PIPING PLAN10678.00115C-8KJSLRHLRH03/2026 48240SCALE IN FEETRECORD DRAWINGSMARCH 20264775.57 A.B.10" FM DR-11 HDPE(SEE SHEETS C-10 - C-13)6" SS P℄ ELEV = 4775.506" FLEXIBLE COUPLING℄ ELEV = 4775.502.0'2.01'PROPOSED BOLLARD(TYP.)50106" CLASS 51 90° BEND (MJ X MJ)℄ ELEV = 4775.506" CLASS 51 90° BEND (MJ X MJ)℄ ELEV = MATCH EXST PIPINGELECTRICAL CONDUIT (TYP. OF 6)SEE ELECTRICAL PLANSEXISTING 6" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)EXISTING 4" SDR-26 PVCFORCE MAIN(APPROX. LOCATION)PROPOSED MANIFOLD ANDGENERATOR RELOCATION(SEE PROCESS MECHANICAL ANDELECTRICAL SHEETS)15" SS(SEE SHEETC-9)PRESERVE EXST GAS SERVICEEXTERIOR CONCRETE ACCESS ROAD(SEE SHEETS C-5 & C-7)PROPERTY BOUNDARY (TYP.)PROPOSED 9' X 12' WET WELL(SEE SHEETS M-4 & M-5)EXTERIOR GRAVEL ALL-WEATHER ACCESS ROAD(SEE SHEETS C-5 & C-7)PROPOSED ELECTRICALSERVICE TO BUILDINGGENERAL NOTES1.FOR YARD PIPING MATERIALS, REFER TO PIPING SCHEDULE INSPECIFICATION SECTION 40 02 05.2.THRUST RESTRAINT IS REQUIRED ON ALL BENDS AND ONAPPURTENANCES AS INDICATED IN SPECIFICATION SECTION 40 05 10.2.0'8" SS15" SSFLOOR DRAIN SERVICE0.30'FLEXIBLE COUPLINGAIR GAP PANELSEE ELECTRICAL PLANS4775.45 A.B.10"X6" REDUCER℄ELEV = 4775.40 A.B.6" FLEXIBLE COUPLING℄ ELEV = 4775.21 A.B.4775.14 A.B.6" FLEXIBLE COUPLING℄ ELEV = 4775.29 A.B.NEW FLEXIBLECOUPLINGS A.B.DAVIT BASE NOTINSTALLED A.B. GISSP NGNGNGNGNGNGNGXXXXXXXXXXW W W W W W WBPBPBPBPBPBPBPBP GISSP NGNGNGNGNGNGNGXXXXXXXXXXW W W W W W WBPBPBPBPBPBPBPBP 0+001+00 2+00 2+8514.4 LF 8" Ø PVC WITH END CAPAND MARKER POST @ 0.50%EXISTING 30' SEWER EASEMENT EXISTING 30'SEWER EASEMENTSSMH-02STA 2+14.10, 0.00'WETWELLSTA 2+34.91, 1.47' LTSSMH-01STA 0+67.27, 0.00'EXST MHSTA 0+25.00, 0.00'STA 1+28.68NEW 4" SERVICE WYE15S8S8SEEEEEEEEEEEEEEEEE8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSSSSSSSSSEW W W W W W W15S15SBPBPBPBPBPBPBPBP SSSSSFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFM EEEEEEEEEEXXXXXXXXXXBPBPBPBPBPBP475047604770478047904800 475047604770478047904800141.8 LF 15" Ø PVC Pipe @ 0.58%37.3 LF 8" Ø PVC Pipe @ 0.45%12.3 LF 15" Ø PVC Pipe @ 0.65%SSMH-01INSTALL NEW 60" Ø INSIDE DROP MANHOLESTA 0+67.27RIM ELEV = 4783.158" INV IN (N) = 4770.3815" INV IN (S) = 4776.5715" INV IN (S) = 4769.9115" INV OUT (E) = 4769.71DEPTH = 13.44'WETWELLINSTALL NEW 12.0' X 9.0' STRUCTURESTA 2+34.91RIM ELEV = 4783.1415" INV IN (S) = 4768.61DEPTH = 29.00'INTERIOR OF STRUCTURE SHALL BECOATED WITH AN H2S-RESISTANT LINERPER THE PROJECT SPECIFICATIONSSSMH-02INSTALL NEW 60" Ø MANHOLESTA 2+14.10RIM ELEV = 4782.6115" INV IN (W) = 4768.898" INV IN (E) = 4769.3615" INV OUT (N) = 4768.69DEPTH = 13.92'EXST MHPRESERVE EXST. 60" Ø MANHOLESTA 0+25.00RIM ELEV = 4782.098" INV IN (NW) = 4771.148" INV OUT (S) = 4770.5515" INV OUT (E) = 4770.44DEPTH = 11.65'CONTRACTOR SHALL RE-GROUT CHANNELTO DIRECT FLOW TO THE SOUTHFG-EG-4781.510+00FG-EG- FG-4782.97 EG-4783.011+00FG-4782.70 EG- FG-4782.70 EG-2+00FG-4782.46 EG-4782.17 FG- EG-3+00INV-INV-4770.55 INV-4769.59 INV-4769.36 INV-4769.13 INV- INV-(DROP INVERT)(PLUG AND ABANDON)EXISTING GRADEAT PIPE CENTERLINEPROPOSED GRADE@ PIPE CENTERLINEGROUT AROUND EXST 15" TO NEW 8"4" SERVICE WYESTA 1+28.68INV=4770.58(SEE SHEETS M-4 & M-5 FOR INTERNALCOMPONENTS AND DETAILED CROSSSECTIONS)THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-8_GRAVITYSEWER-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGRAVITY SEWER PLAN AND PROFILE10678.00116C-9LRHLRHLRH03/2026 1 SSMH-02 ELEVATION REVISIONS FOR DROP7/7/2025LRH LRH RECORD DRAWINGSMARCH 20260VERT. SCALE IN FEET0HORIZ. SCALE IN FEET51010205101020GRAVITY SEWERINSTALL 37 LF 8" SDR-35 PVC & 154 LF 15" SDR-35 PVC SEWER PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSEWER NOTES1.CONTRACTOR SHALL PROVIDE BYPASS PUMPING TO AN APPROVED DISCHARGE LOCATION WHILE PERFORMING THIS WORK IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.2.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING3.INSTALL NEW STANDARD ECCENTRIC SANITARY SEWER MANHOLE PER CITY OF BOZEMAN STANDARD DETAIL 02720-03 AND 02730-5 UNLESS OTHERWISE NOTED.4.INSTALL NEW SANITARY SEWER SERVICES USING SDR-26 PVC PER CITY OF BOZEMAN STANDARD DETAIL 02730-2 OR 02730-3 (DEPENDING ON DEPTH).PROPERTY BOUNDARY (TYP.)STREET RESTORATION1.UTILITY TRENCH SHALL BE RESTORED USING FLOWABLE FILL INACCORDANCE WITH DETAIL 2 ON SHEET SD-4.2.CONTRACTOR SHALL PATCH ANY CURB AND/OR SIDEWALK REMOVED TO THEORIGINAL LINES AND GRADES.3.THE CONTRACTOR SHALL REPLACE ASPHALT TO MATCH THE EXISTINGTHICKNESS. A TACK COAT SHALL BE INSTALLED BETWEEN EXISTING ANDPROPOSED ASPHALT MATERIALS.4.THE CONTRACTOR SHALL RE-ESTABLISH ANY STREET MARKINGS USINGSIMILAR MATERIALS.PLUG AND ABANDON EXISTING15" PIPE TO WETWELLRE-GROUT EXISTINGCHANNEL TO FLOW FROMNORTH TO SOUTHCONTRACTOR SHALL REPLACEEXISTING CURB TO THE ORIGINALLINES AND GRADESCONTRACTOR TO INSTALL FLOWABLE FILLAND RESTORE, ASPHALT SURFACING ANDMARKINGS TO THE ORIGINAL CONDITION(EXTENTS SHOWN ARE APPROXIMATE)EXISTING 4" WHITE MARKINGEXISTING 8" WHITE MARKINGLAUREL PARKWAY EXISTING YELLOW MARKING (TYP.)PROPOSED YELLOW MARKING (TYP.)PROPOSED 8" WHITE MARKINGPROPOSED 4" WHITE MARKINGRELOCATED 2" CURB STOP FORBUILDING FLOOR DRAIN(CONVERT DOWNSTREAM TO 4"SDR-26 USING ECCENTRIC REDUCERAND CONTINUE 4" TO SERVICE WYE)EXISTING BURIED POWERSTA 0+94.67EXISTING BURIED POWER END INV: 4769.433.0'15"X8" REDUCER A.B.8" SOLID SLEEVE A.B.8" SOLID SLEEVE A.B.4769.68 A.B.4770.42 A.B.4776.60 A.B.4769.73 A.B.4770.75 A.B.15"X8" REDUCER A.B.8" SOLID SLEEVE(4' FROM REDUCER) A.B.STA 0+8615" INV = 4769.65 A.B.STA 1+2815" INV = 4769.48 A.B.STA 1+7015" INV = 4769.25 A.B.0.48% A.B.0.88% A.B.4769.08 A.B.4769.47 A.B.4768.81 A.B.4768.74 A.B.APPROX. 4783.54 A.B. EEEE8S15S15S15S15S15SSSEW W W W15S15S15SBPBPBPBPBP SSSSSSSSSSSSSSSFMFMFMFMFMFMEE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBPFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMGISSP NGNGSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXW W W WSSSBPBPBPBPBP SEGISSPP NGNGSSSSS4783478247824 7 8 2 47824 7 8 3 4784NGNGNGNGNGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNGNGNGDYHGTWVWVPTWVWVWVWVWVWVWVWWWWWWWWWWWWWW WWWWWFMFM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM4783PI: 0+09.81PI: 0+54.27PI: 0+83.35PI: 0+90.56PI: 5+57.20 PI: 6 + 8 9 . 9 7 PI: 8 + 3 7 . 4 4 0+001+00 2+00 3+00 4+00 5+00 6+00 7+ 0 0 8+ 0 0 10"x6" REDUCERSTA 0+07.83, 0.03' LT10"x90° BENDSTA 0+09.81, 0.00' LT10"x45° BENDSTA 0+83.35, 0.00' LT10"x45° BENDSTA 0+90.56, 0.00' LT10"x22 1/2° BENDSTA 5+57.20, 0.00' LT10"x11 1/4° BENDSTA 6+89.97, 0.00' LT10"x90° BENDSTA 0+54.27, 0.00' LT476547704775478047854790476547704775478047854790STA 0+07.83NEW 10"x6" REDUCER10" INV = 4775.18STA 0+09.81NEW 10"x90° BEND10" INV = 4775.16STA 0+54.27NEW 10"x90° BEND10" INV = 4775.05STA 0+83.35NEW 10"x45° BEND10" INV = 4774.98STA 0+90.56NEW 10"x45° BEND10" INV = 4774.97STA 5+57.20NEW 10"x22 1/2° BEND10" INV = 4774.65STA 6+89.97NEW 10"x11 1/4° BEND10" INV = 4774.63FG-4783.14EG-4782.820+00FG-4782.45EG-4782.79FG-4782.00EG-4781.991+00FG-EG-4781.83 FG- EG-4781.602+00FG- EG-4781.83 FG- EG-4781.723+00FG- EG-4782.13 FG- EG-4782.194+00FG- EG-4782.37 FG- EG-4782.665+00FG- EG-4782.61 FG- EG-4783.036+00FG- EG-4783.44 FG- EG-4783.417+00INV-INV-4775.01INV-4774.93INV-4774.89 INV-4774.85 INV-4774.81 INV-4774.77 INV-4774.73 INV-4774.69 INV-4774.65 INV-4774.61 INV-4774.60 INV-4774.60 INV-4774.59 INV-4774.59THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-9_TO_C-15_FORCEMAIN-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFORCE MAIN PLAN AND PROFILESTA 7+00 TO 14+0010678.00117C-10RSNLRHLRH03/2026 RECORD DRAWINGSMARCH 2026M A T C H L I N E S T A 7 + 0 0 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VAUGHN DRIVELAUREL PARKWAYFOR CONTINUATION OF PIPE,REFER TO LIFT STATION PLANSPROPOSED GRADEEXISTING GRADETEMPORARY CONSTRUCTION EASEMENTTEMPORARYCONSTRUCTIONEASEMENTPRESERVE OR REPLACEEXISTING FENCELIFT STATION BUILDINGEXST. NON-JURISDICTIONALWETLANDSREMOVE AND REPLACE FENCESEWER FORCE MAININSTALL 692 LF 10" DR-11 HDPE PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDING30' EXISTINGSEWER EASEMENT30' EXISTINGSEWER EASEMENT20' SEWER EASEMENT15' TEMPORARYCONSTRUCTIONEASEMENT6.00' MIN COVERFUTURE VAUGHN DRIVE ROWTRANSFORMER TO BE RELOCATEDSEE LIFT STATION PLANSGENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.1763'10"x6" REDUCER A.B.4775.15 A.B.6"x90° BEND A.B.4775.14 A.B.4775.00 A.B.4774.95 A.B.BENT PIPE INSTEADOF FITTINGS A.B.BENT PIPE INSTEADOF FITTINGS A.B. FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM47834784 47854786 4785478747864785478447834784 4785478647864786 XXXXXXXXXXXX FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMPI: 6+89.97 PI: 8 + 3 7 . 4 4 PI: 9+75.12PI: 9+97.02STA 10+54.18BEGIN CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 10+02.75BEGIN DIRECTIONAL BORINGW/ 10" HDPE PIPEAND 18" CASING PIPESTA 13+96.87END CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 14+78.95WETLANDS END7+00 8+ 0 0 9+0010+00 11+00 12+00 13+00 14+00 15+00 10"x22 1/2° BENDSTA 5+57.20, 0.00' LT10"x11 1/4° BENDSTA 6+89.97, 0.00' LT10"x45° BENDSTA 8+37.44, 0.00' LT10"x22 1/2° BENDSTA 9+75.12, 0.00' LT10"x45° BENDSTA 9+97.02, 0.00' LT10" PLUG VALVESTA 9+65.12, 0.00' LT476547704775478047854790476547704775478047854790STA 8+37.44NEW 10"x45° BEND10" INV = 4774.61STA 9+75.12NEW 10"x22 1/2° BEND10" INV = 4773.83STA 9+97.02NEW 10"x45° BEND10" INV = 4773.84FG-EG-4783.417+00FG-EG-4783.81FG-EG-4784.058+00FG-EG-4784.51 FG- EG-4785.219+00FG- EG-4785.34 FG- EG-4786.0710+00FG- EG-4786.36 FG- EG-4784.2211+00FG- EG-4783.42 FG- EG-4783.6112+00FG- EG-4783.40 FG- EG-4784.2713+00FG- EG-4785.02 FG- EG-4785.1514+00INV-4774.59INV-4774.60INV-4774.60INV-4774.52 INV-4774.20 INV-4773.87 INV-4774.43 INV-4774.88 INV-4775.27 INV-4775.67 INV-4776.07 INV-4776.47 INV-4776.86 INV-4777.26 INV-4777.66 501.08 LF 10" HDPE & 18" HDPE CASINGSTA 10+27.75 50' WATERCOURSE SETBACK STA 10+49.82 30' WATERCOURSE SETBACK STA 13+95.32 WETLANDS BEGIN STA 12+27.80 30' WATERCOURSE SETBACK STA 12+57.68 50' WATERCOURSE SETBACK25.00'342.69' OF WETLAND CONSERVATION EASEMENTNO CONSTRUCTION EQUIPMENT ALLOWED!STA 10+02.75BEGIN DIRECTIONAL DRILLINGW/ 18" HDPE CASING PIPEINCLUDE END SEALS ANDCENTRALIZERS PER STANDARD DETAILS10" PLUG VALVESTA 9+65.1210" INV = 4773.84THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-9_TO_C-15_FORCEMAIN-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFORCE MAIN PLAN AND PROFILESTA 7+00 TO 14+0010678.00118C-11RSNLRHLRH03/2026 RECORD DRAWINGSMARCH 2026MATCH LINE STA 7+00 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060MATCH LINE STA 14+00 30' WETLAND/WATERCOURSE OFFSETEXISTING GRADE50' WETLAND/WATERCOURSE OFFSETABANDONED NO NAMEIRRIGATION DITCHBAXTER CREEKWETLANDCONSERVATIONEASEMENT:NO CONSTRUCTIONEQUIPMENT ALLOWED!STA 11+27.46 BAXTER CREEK CL 20' SEWER EASEMENT15' TEMPORARYCONSTRUCTION EASEMENTEXISTINGWETLANDSGENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.2.INTERIOR WELD BEADS ON 18-INCHHDPE CASING PIPE MUST BEREMOVED PRIOR TO INSTALLATIONOF CARRIER PIPE.SEWER FORCE MAININSTALL 303 LF 10" DR-11 HDPE PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL 397 LF OF 18" DR-11 HDPE VIA DIRECTIONAL DRILLING WITH 10" DR-11 FORCE MAIN CARRIER6.00' MIN COVERFUTURE VAUGHN DRIVE ROW60'ROWBAXTER CREEK 100 YRFLOOD HAZARD EXTENTS1BENT PIPE INSTEADOF FITTINGS A.B.4773.80 A.B.PIPE AT CASING10" INV = 4774.5010" HDPE ALIGNMENT A.B.18" HDPE CASINGALIGNMENT A.B. FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM478447854786 478647864786 478847874788478 94790 XXXXXXXXXXXFMFMFMFMFMFMSTA 13+96.87END CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 14+78.95WETLANDS ENDSTA 15+03.82END DIRECTIONAL BORINGW/ 18" CASING PIPE13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+0010" PLUG VALVESTA 15+25.00, 0.00' LT477047754780478547904795477047754780478547904795STA=15+13.00ELEV=4778.56 STA=19+67.82 ELEV=4779.91 FG-EG-4785.1514+00FG-EG-4785.55FG-EG-4786.5915+00FG-EG-4787.58 FG- EG-4787.9516+00FG- EG-4787.69 FG- EG-4787.9917+00FG- EG-4787.26 FG- EG-4787.1018+00FG- EG-4787.08 FG- EG-4786.9519+00FG- EG-4787.85 FG- EG-4788.1420+00FG- EG-4788.84 FG- EG-4789.3321+00INV-4777.66INV-4778.06INV-4778.45INV-4778.67 INV-4778.82 INV-4778.96 INV-4779.11 INV-4779.26 INV-4779.41 INV-4779.56 INV-4779.71 INV-4779.85 INV-4779.91 INV-4779.91 INV-4779.91 STA 14+78.80WETLANDS END25.00'STA 15+03.82END DIRECTIONAL DRILLINGAND 18" HDPE CASING PIPE10" PLUG VALVESTA 15+25.0010" INV = 4776.350VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-9_TO_C-15_FORCEMAIN-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFORCE MAIN PLAN AND PROFILESTA 14+00 to 21+0010678.00119C-12RSNLRHLRH03/2026 1LOWER FM TO RESOLVE WATER MAIN CONFLICT IN COTTONWOOD10/9/25LRH LRH RECORD DRAWINGSMARCH 2026EXISTING GRADEMATCH LINE STA 14+00 MATCH LINE STA 21+00 60' STREET & UTILITYEASEMENT(PLAT J-320)CONTRACTOR TO RESTORE EXISTING GRAVELTRAILS TO PRE-CONSTRUCTION CONDITION.GENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.2.INTERIOR WELD BEADS ON 18-INCHHDPE CASING PIPE MUST BEREMOVED PRIOR TO INSTALLATIONOF CARRIER PIPE.SEWER FORCE MAININSTALL 596 LF 10" DR-11 HDPE PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL 104 LF OF 18" DR-11 HDPE VIA DIRECTIONAL DRILLING WITH 10" DR-11 FORCE MAIN CARRIER6.00' MIN COVEREXISTING WETLANDSCONTRACTOR SHALL RE-VEGETATE GRASSWHERE DISTURBED TO PRE-CONSTRUCTIONCONDITIONS.GRASS SHALL BE NATIVE DROUGHTRESISTANT MIX PER CITY OF BOZEMANREQUIREMENTS. AREA SHALL BE RESTOREDTO A MOWABLE CONDITION USING SCREENEDTOPSOIL WITH NO ROCKS LARGER THAN 3/4".EXISTING WETLANDSPIPE AT END OF CASING10" INV = 4778.57 A.B.4778.60 A.B.15+20 A.B.10" HDPE ALIGNMENT A.B.15+20 A.B.18" HDPE CASINGALIGNMENT A.B. VERT B EN D VERT B EN DFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM SSSSSSSSSSSSNGNGNGNGNG NGNG NG NG NG NG W W W W W W W W47894790479 0 47 9 14790 4791 479 0 479047 9 1 4790 4790 EX. MH-5STA 27+44.04, 0.00'RIM=4791.28PI: 27+30.83STA 25+77.35BEGIN 30" STEEL CASING(JACK AND BORE)20+0021+0022+00 23+00 24+00 25+00 26+00 27+00 27+5410"x45° BENDSTA 27+30.79, 0.01' LT10"x45° BENDSTA 27+25.53, 0.00' LT10"x45° BENDSTA 27+20.48, 0.00' LTSTA 27+04.30END 30" STEEL CASING(JACK AND BORE)477047754780478547904795477047754780478547904795STA 27+30.79NEW 10"x45° BEND10" INV = 4785.03EXISTING 12" SEWERMAIN CROSSINGSTA 27+22.55FG-EG-4789.3321+00FG-EG-4789.79FG-EG-4789.8422+00FG-EG-4790.11 FG- EG-4790.0923+00FG- EG-4789.73 FG- EG-4790.4024+00FG- EG-4790.35 FG- EG-4790.9825+00FG- EG-4791.25 FG- EG-4790.1026+00FG- EG-4790.94 FG- EG-4791.5527+00FG- EG-4791.20 FG- EG-28+00INV-4779.91INV-4779.91INV-4779.91INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV-4779.91 INV- INV-EXISTING 60" SSMH-5STA 27+44.04RIM ELEV = 4791.2818" INV IN (S) = 4784.378" INV IN (SW) = 4785.0418" INV OUT (N) = 4784.27DEPTH = 6.80'CONTRACTOR SHALL SPRAYAPPLY AN H2S RESISTANTCOATING TO MANHOLEINTERIOR PER PROJECTSPECIFICATIONSSTA 26+25.81 WATERWAY CROSSING EXISTING WATER MAIN CROSSINGSTA. 27+12.30STA 25+77.35BEGIN JACK AND BOREW/ 30" STEEL CASING PIPEINCLUDE END SEALS ANDCENTRALIZERS PER STANDARD DETAILSSTA 27+25.53NEW 10"x45° BEND10" INV = 4785.00STA 27+20.48NEW 10"x45° BEND10" INV = 4779.9224" MINVERTICAL SEPARATION(TYP.)18" MIN(TYP.)12" GAS MAIN CROSSINGSTA. 26+61.9812" MINSTA 27+04.30END JACK AND BOREAND 30" STEEL CASING PIPETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\1-CIVIL\C-9_TO_C-15_FORCEMAIN-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFORCE MAIN PLAN AND PROFILESTA 21+00 TO 28+0010678.00120C-13RSNLRHLRH03/2026 1LOWER FM TO RESOLVE WTR. MAIN CONFL. IN COTTONWOOD10/9/25LRH LRH RECORD DRAWINGSMARCH 20260VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060COTTON WOOD ROADEXISTING GRADE60' STREET & UTILITYEASEMENT(PLAT J-320)GENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.2.CORE INTO EXISTING MANHOLE, SEEDETAIL 5 ON SHEET SD-1.3.CONTRACTOR SHALL COORDINATEWITH THE CITY REGARDING TRAFFICCONTROL, STREET CUT PERMITS,ETC.SEWER FORCE MAININSTALL 517 LF 10" DR-11 HDPE PIPE. INSTALL TYPEA TRENCH BACKFILL & TYPE 1 BEDDING127 LF 10" DR-11 HDPE VIA JACK AND BORE6.00' MIN COVERREPLACE CURB AND GUTTER,ASPHALT & STRIPING TO EXISTINGOR BETTER CONDITIONS. SEESTREET RESTORATION NOTESTHIS SHEET.UNNAMED TRIBUTARY TO BAXTER CREEK EXISTING 12"NATURAL GAS MAINEXISTING NATURALAND BURIEDPOWERKEY NOTESHIGH PRESSURE NATURAL GASMAIN. CONTRACTOR SHALLPHYSICALLY LOCATE LINE PRIORTO WORK.CONTRACTOR SHALL COORDINATEIF WORKING NEAR AND HAVENORTHWESTERN ENERGYREPRESENTATIVE ONSITE DURINGWORK.CALL JOE CARMODY(406) 497-227611EXISTING 12" WATER MAINSTREET RESTORATION1.UTILITY TRENCH SHALL BE RESTOREDUSING FLOWABLE FILL IN ACCORDANCEWITH DETAIL 2 ON SHEET SD-4.2.CONTRACTOR SHALL PATCH ANY CURBAND/OR SIDEWALK REMOVED TO THEORIGINAL LINES AND GRADES.3.THE CONTRACTOR SHALL REPLACEASPHALT TO MATCH THE EXISTINGTHICKNESS. A TACK COAT SHALL BEINSTALLED BETWEEN EXISTING ANDPROPOSED ASPHALT MATERIALS.4.THE CONTRACTOR SHALL RE-ESTABLISHANY STREET MARKINGS USING SIMILARMATERIALS.EXISTING WETLANDSMATCH LINE STA 21+00 STA 25+75NEW 10" COUPLER A.B.TOP OF CASING ELEV = 4781.92 A.B.22.5°BEND A.B.TEMPORARY TESTINGSADDLE PLUGGED A.B. 1'-6"x8" DEEP FOOTING8" WIDE STEMWALL16'-0"20'-6"LOUVER, L-1DEMO LOUVER, L-2, ANDREPLACE WITH DOOR10" THICKENED SLABFLOOR PENETRATIONS(TYP.)TOP OF SLABELEV. = 4783.14FAN, EF-12x6 STUDWALL ON TOP OF 2x6 TREATED SILLPLATE W/ STUDS @16" O.C. AND DOUBLE TOPPLATE (TYP.)3-2'-0"16'-0"2'-0" 20'-0"20'-6"24'-6"4:124:12 DEMO OVERHANG FOR BUILDINGEXTENSION ROOF TIE-IN2x BEVELED BLOCKING ALTERNATING IN BETWEENTRUSS GAP LOCATIONS, NAILED THROUGH EACHSIDE OF TRUSSES (TYP.)PRE-ENGINEEREDPLATED TRUSS2x6 OUTLOOKERS @ 2'-0" O.C.2 LAYERS OF NO. 15 FELT PAPER AND HEAVYWEIGHT MODIFIED 3-TAB ASPHALT SHINGLEOVER PLYWOOD - INSTALL PERMANUFACTURER58" CDX PLYWOOD SHEATHING OVERTRUSSESRIDGE VENTTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTRUCTURAL DEMOLITION PLAN10678.00121S-1KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 202658" CDX PLYWOOD2 LAYERS OF 15 LB FELT PAPER2X RIM BOARDPRE-FINISHED METAL FLASHINGDRIP EDGE FLASHINGPRE-FLASHING PERFORATEDMETAL SOFFITSIMPSON A34 ANCHORS @ 16" O.C.(ATTACH GABLE DROP TRUSS TO STUDWALL)12" CDX PLYWOODCANEXEL VINYL SIDING COLOR ANDPATTERN SELECTED BY OWNERINFILTRATION BARRIERHEAVY DUTY 3-TABASPHALT SHINGLES2x6 BLOCKING BETWEENOVERHANG JOISTSRIDGE VENT2x6 OUTLOOKERS@ 2'-0" O.C.SIMPSON U26JOIST HANGERSPRE-ENGINEERED WOODTRUSSES @ 2'-0" O.C.R38 INSULATION2x6 BLOCKING @ 16"O.C. THIS TRUSSSPACE ONLY58" GYPSUM BOARDFINISHED CEILINGATTACH BLOCKING TOADJACENT TRUSSES WITHSIMPSON A35 ANCHORS6 MIL. PE VAPOR BARRIERVINYL WALL FINISH6 MIL. PE VAPOR BARRIER2x6 WOOD STUDWALL W/ STUDS @ 16" O.C.W/ R-19 BATT INSULATION BETWEEN STUDSLINE OF DEMOLITIONLINE OF DEMOLITIONSIMPSON H1SEISMIC TIEPRE-ENGINEEREDGABLE DROP TRUSS3OVERHANG DETAILSCALE: NTS2'-0"KEY NOTE= EXISTINGE1FOUNDATION DEMO PLANSCALE: 1"=2'2ROOF FRAMING DEMO PLANSCALE: 1"=2'EEEEEEEEEEEEEEEE24120SCALE IN FEET 9'-0"4'-8"4"TOP OF FOUNDATIONWALLTOP OF SLAB4'-0"8" 9'-0"4'-8" 4"TOP OF FOUNDATIONWALLTOP OF SLAB4'-0"8" 9'-0"4'-8"4"TOP OF FOUNDATIONWALLTOP OF SLAB4'-0"8" 9'-0"4'-8" 4'-0"8"THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE315 N. 25th Street, Suite 102Billings, MT 59101406.656.6000www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTRUCTURAL DEMOLITION ELEVATIONS10678.00122S-2KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026BUILDING NOTES1.PAINT ALL DOOR AND WINDOW FRAMES. COLORTO BE VERIFIED BY OWNER.2.ALL WINDOWS AND DOORS SHALL BE OF METALCONSTRUCTION WITH THE MANUFACTURERPROVIDING ALL LOCKSETS, THRESHOLDS,CLOSERS, WEATHERSTRIPPING/FLASHING,CAULKING, TRIM, AND ALL OTHER INCIDENTALITEMS NECESSARY FOR PROPER INSTALLATION.3.ALL KEYING OF DOORS SHALL BE AS PER THEOWNER'S PREFERENCE.KEY NOTE= EXISTINGDEMO 48"x48" LOUVER,L-2, AND REPLACE WITHDOORDEMO FOUNDATION WALL6" BELOW FINISHED FLOORELEVATIONCONCRETE SPLASHBLOCKDEMO 2x6 CRIPPLE WALL AND (2) 2x6TOP PLATES. INSTALL 58" DIA. x 6"EMBEDDED WEDGE ANCHOR BOLTSEACH SIDE OF NEW DOOR OPENING.DEMO GABLEROOF OVERHANGRIDGE VENT (TYP.)DOUBLE DOORTRILOGY PADLOCK SYSTEM.COORDINATE WITH BOZEMANENSURE LOCK IS KEYED SAMEAS NEW DOORWAY7'-0"x4'-0"x4"CONCRETE SLABCONCRETESPLASH BLOCKDOWNSPOUT(TYP OF 4)1241241SOUTH ELEVATION VIEWSCALE: 1"=2'2WEST ELEVATION VIEWSCALE: 1"=2'3NORTH ELEVATION VIEWSCALE: 1"=2'4EAST ELEVATION VIEWSCALE: 1"=2'EEEEEEEREMOVE EXISTING SIDINGAND VAPOR BARRIERKEY NOTE= EXISTINGEDEMO GABLEROOF OVERHANGLOUVRE TO REMAINSEE HVACEEEE24120SCALE IN FEET24120SCALE IN FEET24120SCALE IN FEET24120SCALE IN FEET NEWCONSTRUCTION8" STEM WALL1'-6"x8" DEEP FOOTING1S-71S-820'-6"20'-0"16'-0" 4'-0"6'-0"DOUBLE DOOREXISTINGCONSTRUCTION3S-73S-7AS-6PROPOSED CONCRETE SLAB TOMATCH EXISTING SLAB ELEVATIONIN DOORWAY2x6 STUD WALL ON TOP OF 2x6 TREATED SILLPLATE W/ STUDS @ 16" O.C. AND DOUBLETOP PLATES (TYP.)MATCH EXISTING TOP OFSLAB ELEVATION10" REINFORCED SLABEXTERIOR SLAB(SEE CIVIL PLANS)THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFOUNDATION PLAN10678.00123S-3KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 20261FOUNDATION PLANSCALE: 1"=2'BUILDING NOTES1.PAINT ALL DOOR AND WINDOW FRAMES. COLOR TO BE VERIFIED BYOWNER.2.ALL WINDOWS AND DOORS SHALL BE OF METAL CONSTRUCTIONWITH THE MANUFACTURER PROVIDING ALL LOCKSETS, THRESHOLDS,CLOSERS, WEATHERSTRIPPING/FLASHING, CAULKING, TRIM, AND ALLOTHER INCIDENTAL ITEMS NECESSARY FOR PROPER INSTALLATION.3.ENSURE LOCKS ARE KEYED SAME AS EXISTING DOORWAY.4.PROVIDE DAMP PROOFING ON EXTERIOR SURFACE OF CONCRETEWALLS PER SECTION 07 11 13 OF THE PROJECT SPECIFICATIONS.KEY NOTE= EXISTINGKEY NOTE= EXISTINGEE 20'-0"22'-0"4:124:12NEWCONSTRUCTIONEXISTINGCONSTRUCTION 4:124:12 1S-71S-82S-8AS-62S-8PRE-ENGINEERED PLATEDTRUSS @ 2'-0" O.C. (TYP.)2X BEVELED BLOCKING ALTERNATINGBETWEEN TRUSS GAP LOCATIONS, NAILEDTHROUGH EACH SIDE OF TRUSSES (TYP.)58" APA RATED 40 /20 SHEATHINGATTACHED W/ 8d's @ 6" EDGE, 12" FIELDRIDGE VENTEXISTING DROP TRUSS2x6 OUTLOOKERS @ 2'-0" O.C.ATTACH NEW TRUSS TO EXISTINGOUTLOOKER AND / OR SISTER OUTLOOKERAND EXTEND TO MATCH TRUSS LAYOUT.SISTERED OUTLOOKERS SHALL BE FULLLENGTH FROM TRUSS TO TRUSS.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAROOF FRAMING PLAN10678.00124S-4KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 20261ROOF FRAMING PLANSCALE: 1"=2'KEY NOTE= EXISTINGEEE A S-6NEWCONSTRUCTIONEXISTINGCONSTRUCTION 9'-0"4'-8" 4"TOP OF FOUNDATIONWALLTOP OF SLAB4'-0"8"NOTES1.CANEXEL SIDING COLOR AND PATTERNTO BE VERIFIED W/ OWNER PRIOR TOINSTALLATION.5S-74S-76S-7PRESERVE EXST. LOUVRE FOR BUIDINGVENTILATION (SEE HVAC SHEETS)WEAVE AND STAGGERSHINGLES TO MATCHEXISTINGGENERATOREXHAUSTLOUVRE (SIZE PER HVAC DRAWINGS)INSTALL (2) KING STUDS AND(1) JACK STUD (EACH SIDE)HEADER (3) - 2x6 (1/2)PLYWOOD SPACERSSEE DETAIL 4 ON S-8GAS TANK VENT WITHVENTED CAPSTAGGER SIDING JOINTS TOMATCH EXISTINGEXISTINGCONSTRUCTIONNEWCONSTRUCTION9'-0"4'-8"4"TOP OF FOUNDATIONWALLTOP OF SLAB4'-0"8" A S-66S-74S-7DOUBLE DOORSEE DETAIL 3 ON S-8INSTALL (2) KING STUDS AND (1)JACK STUD (EACH SIDE)WEAVE AND STAGGERSHINGLES TO MATCHEXISTINGSTAGGER SIDING JOINTS TOMATCH EXISTINGFUEL FILL W/ CAPGENERATOREXHAUSTGAS TANK VENT WITHVENTED CAPEXHAUST FANHEATER EXHAUSTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANANORTH AND SOUTH ELEVATIONS10678.00125S-5KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 20262NORTH ELEVATION VIEWSCALE: 1"=2'1SOUTH ELEVATION VIEWSCALE: 1"=2'KEY NOTESCONTRACTOR SHALL PROVIDE SAMECOLOR AND ROOFING TYPE. WEAVEPROPOSED MATERIALS INTO EXISTING.WATERPROOFING MATERIALS ON ROOFSHALL BE LAPPED FROM BOTTOM TOTOP FOR WATER SHEDDING.WATER RESISTANT BARRIER SHALL BELAPPED ONTO EXISTING WITHVERTICAL SEAMS TAPED.= EXISTING1NOTE: HEADER (3) - 2x6 (1/2)LINTEL SIZENO. OF TRIMMERS UNDEREACH END OF LINTELNO. OF FULL HEIGHT WALLSTUDS EACH SIDE OF OPENING23E13121312EEE24120SCALE IN FEETBUILDING NOTES1.PAINT ALL DOOR AND WINDOW FRAMES. COLOR TO BE VERIFIED BYOWNER AND MATCH EXISTING MATERIALS.2.ALL WINDOWS AND DOORS SHALL BE OF METAL CONSTRUCTIONWITH THE MANUFACTURER PROVIDING ALL LOCKSETS, THRESHOLDS,CLOSERS, WEATHERSTRIPPING/FLASHING, CAULKING, TRIM, AND ALLOTHER INCIDENTAL ITEMS NECESSARY FOR PROPER INSTALLATION.3.ALL KEYING OF DOORS SHALL BE AS PER THE OWNER'SPREFERENCE.GENERAL NOTES1.THE CONTRACTOR SHALL TRIM ALL WINDOWS DOORS, LOUVRES,ETC. TO MATCH THE EXISTING BUILDING.6.26' LOUVRE (SIZE PER HVAC)DOUBLE 2x6 STUDS WITHA THIRD STUD UP TOBOTTOM OF HEADER(EACH SIDE)HEADER (3) - 2x6 (1/2)PLYWOOD SPACERSSEE DETAIL 4 ON S-8GENERATOREXHAUST PIPEDIESEL TANK VENT PIPEWITH VENTED CAPFUEL FILLWITH CAP5S-76S-74S-7OPENING FORSINGLE DOORADD 2x6 STUDS UNTILOPENING IS 38'-12".(EACH SIDE)ADD 2x6 TO EXISTING HEADERUNTIL OPENING IS 82'-12".NEW CONCRETE TO MATCHFINISHED FLOOR ELEV.REMOVE VAPOR BARRIER AND MATCHINTERIOR WALLS PER DETAIL 2 0N S-7VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAEAST AND WEST ELEVATIONS & BUILDING SECTION10678.00126S-6KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026NOTE: HEADER (3) - 2x6 (1/2)BUILDING NOTES1.PAINT ALL DOOR AND WINDOW FRAMES. COLOR TO BE VERIFIED BYOWNER AND MATCH EXISTING MATERIALS.2.ALL WINDOWS AND DOORS SHALL BE OF METAL CONSTRUCTIONWITH THE MANUFACTURER PROVIDING ALL LOCKSETS, THRESHOLDS,CLOSERS, WEATHERSTRIPPING/FLASHING, CAULKING, TRIM, AND ALLOTHER INCIDENTAL ITEMS NECESSARY FOR PROPER INSTALLATION.3.ALL KEYING OF DOORS SHALL BE AS PER THE OWNER'SPREFERENCE.LINTEL SIZENO. OF TRIMMERS UNDEREACH END OF LINTELNO. OF FULL HEIGHT WALLSTUDS EACH SIDE OF OPENING2EAST ELEVATION VIEWSCALE: 1"=2'1WEST ELEVATION VIEWSCALE: 1"=2'EXISTING VENTAINTERNAL WALL SECTION VIEWSCALE: 1"=2'EXISTINGFOUNDATION24120SCALE IN FEET24120SCALE IN FEET24120SCALE IN FEETB-MATERIAL COLORSSCALE: NTSC-ROOFING COLORSCALE: NTS VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASECTIONS AND DETAILS10678.00127S-7KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 202658" CDX PLYWOOD2 LAYERS OF 15 LB FELT PAPER2X RIM BOARDPRE-FINISHED METAL FLASHINGDRIP EDGE FLASHINGPRE-FLASHING PERFORATEDMETAL SOFFITSIMPSON A34 ANCHORS @ 16" O.C.(ATTACH GABLE DROP TRUSS TO STUDWALL)716" APA RATED 40/20 SHEATHINGATTACHED W/ 8d's @ 6" O.C., 12" IN FIELDCANEXEL VINYL SIDING COLOR ANDPATTERN SELECTED BY OWNERINFILTRATION BARRIERHEAVY DUTY 3-TABASPHALT SHINGLES2x6 BLOCKING BETWEENOVERHANG JOISTSRIDGE VENT2x6 OUTLOOKERS@ 2'-0" O.C.SIMPSON U26JOIST HANGERSPRE-ENGINEERED WOODTRUSSES @ 2'-0" O.C.R38 INSULATION2x6 BLOCKING @ 16"O.C. THIS TRUSSSPACE ONLY2 LAYERS 58" TYPE X GYPSUMBOARD FINISHED CEILINGATTACH BLOCKING TOADJACENT TRUSSES WITHSIMPSON A35 ANCHORS6 MIL. PE VAPOR BARRIERVINYL WALL FINISH6 MIL. PE VAPOR BARRIER2x6 WOOD STUDWALL W/ STUDS @ 16" O.C.W/ R-19 BATT INSULATION BETWEEN STUDSSIMPSON H1SEISMIC TIEPRE-ENGINEEREDGABLE DROP TRUSS2OVERHANG DETAILSCALE: NTS2'-0"3FOOTING DETAILSCALE: NTS1BUILDING SECTIONSCALE: NTS4SPLASHBLOCK DETAILSCALE: NTS5GUTTER DETAILSCALE: NTS6DOWNSPOUT DETAILSCALE: NTS7FOOTING DETAIL (AT DOOR)SCALE: NTSPRECAST CONCRETESPLASHBLOCKSLOPE INVERT 1" PER 3'36"14"9"6"3"CLIP PERIMETER FLASHING ATEACH STRAP AS REQUIREDSTRAP SUPPORTS AT 36"MAXIMUM CENTERSNEW CONTINUOUS GUTTER5"4"124SEE GUTTER DETAILCONTINUOUS PREFINISHEDMETAL GUTTERMINIMUM SLOPE 1"PER FOOTDOWNSPOUT SUPPORTS AT4'-0" MAXIMUM CENTERS(MINIMUM PER DOWNSPOUT)PREFINISHED METALDOWNSPOUTMINIMUM SLOPE1" PER 3'1247'-0"x4'-0"x6" CONCRETE SLAB W/#4 BARS @ 18" O.C. EACH WAY8" STEMWALL6" COMPACTEDGRAVEL#4 @ 12 O.C. ACROSSWIDTH OF DOOR XR10 PERIMETERINSULATION6" COMPACTEDGRAVEL3'-0"3'-0"2% GRADESTEMWALL BEYONDSTUDWALL BEYOND10" SLAB W/ #4 BARS @ 12"O.C., TOP AND BOTTOMT.O.SLAB = 4783.148" BLOCKOUT AT TOP OFFOUNDATION WALL AT DOOR4"8"#5 BARS @ 12" O.C.SOIL GRADE ORSLAB-ON GRADEWHERE APPLICABLE2x6 TREATED SILLPLATE ON SILL SEALER716" APA RATED 40/20SHEATHING ATTACHED W/8d's @ 6" O.C., 12" IN FIELDINFILTRATIONBARRIERCANEVEL VINYL SIDING COLOR ANDPATTERN TO BE SELECTED BY OWNERVINYL WALL FINISH6 MIL. PE VAPOR BARRIER2x6 WOOD STUDWALL W/ STUDS @ 16" O.C.W/ R-19 BATT INSULATION BETWEEN STUDS58" Ø L-SHAPED ANCHOR BOLTS@ 2'-6" O.C. (MIN. 8" EMBED)T.O.STEMWALL = MATCH EXST. BLDG.12" EXPANSION JOINTT.O.SLAB = 4783.1410" SLAB W/ #4 BARS @ 12"O.C. - TOP AND BOTTOM6" COMPACTED GRAVEL#4 BARS @ 16 O.C.CENTERED IN WALL(5) #4 REBAR,SPACED EVENLYR10 PERIMETERINSULATION(2) #4 BARSxCONTCOMPACTED SUBGRADEUNDER FOOTINGNATIVE GRAVEL WITH SANDAND COBBLE SOIL, VERIFY2% GRADE4'-7"6"4" 4'-4" 4'8"3" CLEAR EXISTING FOOTING PERDETAIL 7 ON SHEET S-7R10 PERIMETERINSULATIONR10 PERIMETERINSULATION12" EXPANSION JOINTPRE-ENGINEERED WOODTRUSS SYSTEM W/TRUSSES @ 2'-0" O.C.2 LAYERS 58" TYPE XGYPSUM BOARDFINISHED CEILINGAND WALL FINISHTO BE VINYL2x6 BLOCKING, AS REQUIRED ATPLYWOOD SHEATHING EDGES#4 @ 12" O.C.EACH WAYT.O.SLAB = 4783.14RIDGE VENTOVERHANG PER DETAIL 2ON SHEET S-7FOOTING PER DETAIL 7ON SHEET S-7EXISTING SLABPOUR SLAB IN PROPOSEDDOORWAY TO MATCHEXISTING SLABX10" SLAB-ON-GRADE W/ #4 BARS@ 12" O.C. - TOP AND BOTTOMSISTER 2x6 TO EXISTINGLOOKOUT TO ACHIEVECORRECT TRUSS LAYOUTSEE DETAIL 4 ON SHEET S-18"1'-6" VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\2-STRUCTURAL\S-X_STRUCTURALPLANS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASECTIONS AND DETAILS10678.00128S-8KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 20263DOUBLE DOOR DETAILSCALE: NTS1BUILDING SECTIONSCALE: NTS2OVERHANG DETAILSCALE: NTS4DOOR HEADER SECTIONSCALE: NTS5DOOR JAMB SECTIONSCALE: NTS6DOOR SILL SECTIONSCALE: NTSFLUSH BOLTSON INTERIOR6.00'6'-10"VINYL WALLFINISH6 MIL. PE VAPORBARRIER2x6 WOOD STUDWALL W/STUDS @ 16" O.C. W/ R19 BATTINSULATION BETWEEN STUDSCANEVEL TYPE SIDING.COLOR AND PATTERN TOBE SELECTED BY OWNERINFILTRATIONBARRIERHEADER (3), 2x8 (1/2) WITHPLYWOOD SPACERSOUTSIDEINSIDE6 MIL. PE VAPORBARRIER2x6 WOOD STUDWALL W/STUDS @ 16" O.C. W/ R19 BATTINSULATION BETWEEN STUDSCANEVEL TYPE SIDING.COLOR AND PATTERN TOBE SELECTED BY OWNERINFILTRATIONBARRIER(2) 2x6 FULL HEIGHTWOOD STUDSSEALANT ON BOTHSIDES2 LAYERS 58" TYPE XGYPSUM BOARDVINYL WALL FINISH2x6 HEADER SUPPORT2" 2"AUTOMATIC DOORBOTTOMS (TYP.)2x6 STUD WALL1 34" METAL DOORSET THRESHOLD IN THE BED OFCAULK TYPICAL OF EXTERIOR DOORSONLY, UNLESS OTHERWISE NOTED1 4"CANEXEL TYPE SIDING.COLOR AND PATTERN TOBE SELECTED BY OWNER58" APA RATEDSHEATHINGINFILTRATION BARRIERR38 INSULATION2 LAYERS 58" TYPE XGYPSUM BOARD6 MIL. PE VAPOR BARRIER6 MIL. PE VAPORBARRIERVINYL FINISH2 LAYERS 58" TYPE XGYPSUM BOARD2x4 NAILERPRE-FINISHED PERFORATEDMETAL SOFFITPRE-FINISHEDMETAL FLASHING2x NAILED TO ENDOF EACH TRUSSGUTTER SYSTEMSEE DETAILSIMPSON H1SEISMIC TIE2x BLOCKING ALTERNATINGEVERY OTHER GAP BETWEENTRUSS BEARING LOCATIONS(FULL DEPTH BLOCKING)2 LAYERS OF15 LB PAPERHEAVY DUTY 3-TABASPHALT SHINGLESPRE-ENGINEERED WOODTRUSSES @ 2'-0" O.C.2x6 WOOD STUDWALL W/STUDS @ 16" O.C. W/ R19 BATTINSULATION BETWEEN STUDS124124PER FOOTING DETAIL 3ON SHEET S-7PER FOOTING DETAIL 7ON SHEET S-7PER OVERHANG DETAIL2 ON THIS SHEETR10 PERIMETERINSULATION12" EXPANSION JOINTPRE-ENGINEERED WOODTRUSS SYSTEM W/TRUSSES @ 2'-0" O.C.2 LAYERS 58" TYPE XGYPSUM BOARDFINISHED CEILINGAND WALL FINISHTO BE VINYL2x6 BLOCKING, AS REQUIRED ATPLYWOOD SHEATHING EDGES2'-0"4-5-6-EXTERIOR SLAB PERCIVIL PLANS10" SLAB W/ #4 BARS @ 12"O.C., TOP AND BOTTOMOUTSIDEINSIDEOUTSIDEINSIDE716" APA RATED 40/20SHEATHING ATTACHED W/8d's @ 6" O.C., 12" IN FIELD716" APA RATED 40/20SHEATHING ATTACHED W/8d's @ 6" O.C., 12" IN FIELD GNGSSSSSSTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\4-MECHANICAL\M-1_LIFTSTATION-DEMOPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANALIFT STATION DEMOLITION PLAN10678.00129M-1KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 2026EXST GENSET TO BE RELOCATED TO NEWGENERATOR ROOM TO ACCOMMODATE REVISEDDISCHARGE MANIFOLD CONFIGURATIONDEMOLISH EXISTING PIPE,FITTINGS, AND APPURTENANCESAS SHOWN. PRESERVE EXST 6" DUCTILEIRON PIPE, FITTINGS, ANDAPPURTENANCE (TYP.)PLUG AND ABANDON EXISTING 4" DISCHARGE PIPINGIN PLACE PER SPECIFICATIONSDEMOLISH EXST BURIED 6" PIPINGTO EXST WET WELLPIPE TO BE CUT AT PROPOSEDCONNECTION POINT FOR NEWPIPING TO NEW WET WELLREMOVE EXST CURB STOP FROMBUILDING FLOOR DRAIN ANDDOWNSTREAM PIPING TO EXSTWET WELL1-DEMO PLANSCALE: 1" = 2'B-A-A-DEMO SECTIONSCALE: 1" = 3'B-DEMO SECTIONSCALE: 1" = 3'PRESERVE EXISTING EXTERNAL BYPASSPIPING AND WALL PENETRATION FORCONNECTION TO REVISED MANIFOLDEXST 6" INLET PIPINGFROM WET WELLEXST 6" FORCE MAINDISCHARGEPLUG & ABANDONEXST 4" FORCE MAINDISCHARGE PIPINGEXST 6" FLOW METER TO BEREMOVED AND SALVAGEDEXST 4" FLOW METER TO BEREMOVED AND SALVAGEDDEMOLISH EXISTING 6" PIPING,FITTINGS, AND VALVES AS SHOWNGENERAL NOTES1.EXISTING ELECTRICAL AND HVAC ITEMS ARE NOT SHOWN FORDRAWING CLARITY.KEY NOTESSALVAGE AND REUSE EXISTING FITTINGS. DISPOSE OF EXISTINGVALVES UNLESS OTHERWISE NOTED.111PRESERVE EXST 2" FLOORDRAIN AND RE-ROUTE TO NEW15" MAIN WITH SERVICE WYEPLUG & ABANDONEXST 4" FORCE MAINDISCHARGE PIPINGDEMOLISH EXISTING 6" PIPING,FITTINGS, AND VALVES AS SHOWN1PRESERVE EXISTING EXTERNALBYPASS PIPING AND WALLPENETRATION FOR CONNECTIONTO REVISED MANIFOLD11EXST 6" FLOW METER TO BEREMOVED AND SALVAGEDEXST 4" FLOW METER TO BEREMOVED AND SALVAGED11EXST 6" FORCE MAINDISCHARGEEXST 4" FORCE MAINDISCHARGEEXST 6" FORCE MAINDISCHARGE361.530SCALE IN FEET361.530SCALE IN FEET GNGNG NG SSSSSSGNGNG NG SSSSSSSSSSEEEEEEEEEEEEEEEEEEEEEEEESSSSSSSSSSSSSSSSSSSSSSSSEEEEEEEEEEEEBP BP BP BPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\4-MECHANICAL\M-2_LIFTSTATIONPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/12/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANALIFT STATION PLAN10678.00130M-2KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 2026RELOCATED GENERATOROVERHEAD GAS-FIRED HEATER(SEE HVAC)INTAKE LOUVRE(SEE HVAC)GENERATOREXHAUST PIPE(SEE HVAC)FUEL TANK VENT(S)FUEL FILL LOCATIONNEW 3'0" DOOR(SEE STRUCTURAL DWGS)NEW DOUBLE DOOR(SEE STRUCTURAL DWGS)ELECTRICAL EQUIPMENT(SEE ELECTRICAL DWGS)GENERATOR ROOM EXTENSION PRESERVE EXST 6"GATE VALVE (TYP.) PRESERVE EXST 6" GATESWING CHECK VALVE (TYP.) PRESERVE EXSTPRESSURE GAUGE (TYP.)PRESERVE EXST. 6"FLEXIBLE COUPLING (ETC.)6" FLOW METER6" FLOW METER PRESERVE EXST 6"FITTING (TYP.) PRESERVE EXST 6"DUCTILE IRON PIPE ANDPLUG TO THE EXTENTSSHOWNPIPE SUPPORT (TYP.)6" 90° BEND6" 90° BEND6" 90° BEND6" 90° BEND6" 90° BEND6" 90° BEND6" V4056" TEE6" V4056" V4056" FLEXIBLE COUPLINGEXST 4" SDR-26PVC FORCE MAINEXST 6" SDR-26PVC FORCE MAIN6" X 8" MJ CONCENTRIC REDUCER8" MJ 90° BENDEXST GAS METER(PRESERVE)EXST GAS SERVICE (PRESERVE)PRESSURE GAUGE(0-100 PSI)PRESSURE GAUGE(0-100 PSI)EXST. DOUBLESWING DOOR6" SS PSEE YARD PIPING PLAN FORCONTINUATION (SHEET C-8)10" FM DR-11 HDPE(SEE SHEETS C-10-C-13)6" TEE6" MJ 90 ° BENDBM-3A M-3 CM-3GENERAL NOTES1.ALL MANIFOLD PIPING AND FITTINGS SHALL BE CLASS 51 DUCTILEIRON WITH FLANGED CONNECTIONS, UNLESS OTHERWISE NOTED.2.BURIED PIPING SHALL UTILIZE MJ CONNECTIONS.AIR/VACUUMRELIEF VALVEKEY NOTESFLOW METER SHALL BE BADGER ELECTROMAGENTIC FLOWMETER MODEL M5000 WOTH 6" FLANGED CONNECTIONS. REFERTO ELECTRICAL FOR CONNECTION TO CONTROLS.1119.003.336.26'4.00'2.87'2.87'2.84'5.91'2.67'3.17'RELOCATED 2" CURBSTOP ON FLOOR DRAINDISCHARGE PIPE(SEE SHEET C-9 FORCONTINUATION)AIR/VACUUM RELIEF VALVEPRESERVE EXST 2" FLOORDRAIN PIPEFE/FIT100-1FE/FIT100-2NEW ELECTRICAL SERVICEEXHAUST FAN(SEE HVAC)EXST LOUVRETRANSITION TO 10" DR-11 HDPE6" SS P6" X 10" MJ CONCENTRIC REDUCER A.B.6" A.B.6" A.B. VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\4-MECHANICAL\M-3_LIFTSTATION-SECTIONS&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANALIFT STATION SECTIONS & DETAILS10678.00131M-3KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 2026KEY NOTESPROVIDE STANDON MODEL C92 ADJUSTABLE PIPE SADDLE CLAMPSUPPORT FOR 6" DIP. SUPPORT SHALL BE CLAMPED AROUNDTHE ENTIRE PIPE AND SECURED TO THE FLOOR VIA THE HOLES INTHE BASE PLATE.FLOW METER SHALL BE BADGER ELECTROMAGENTIC FLOWMETER MODEL M5000 WOTH 6" FLANGED CONNECTIONS. REFERTO ELECTRICAL FOR CONNECTION TO CONTROLS.ENSURE THAT THE STRAIGHT PIPING REQUIREMENT UPSTREAMAND DOWNSTREAM OF THE FLOW METER MEET MANUFACTURERRECOMMENDATIONS.1A-SECTIONSCALE: 1" = 2'B-SECTIONSCALE: 1" = 2'PRESSURE GAUGE(0-100 PSI)6" V405AIR/VACUUM RELIEF VALVE TAPPED INTO TEE(RELIEF LINE PIPED TO EXST FLOOR DRAIN)6" 90° BEND6" V405NORMALLY CLOSEDCONNECT TO EXST 6"OUTLET PIPE6" 90° BENDC-SECTIONSCALE: 1" = 2'6" 90° BEND(BEYOND)6" 90° BEND6" FLOWMETER6" 90° BEND6" 90° BENDEXST BLDG FOUNDATION (TYP.)FF = 4783.142.63'5.30'EXST. MANIFOLD = 4785.77NEW MANIFOLD = 4788.442.67'EXISTING 6" EXTERIORBYPASS CONNECTION(PRESERVE)PIPE STAND (TYP.)1226" V405CONNECT TO EXST PIPING(NORMALLY CLOSED)6" V405EXST BLDGFOUNDATION (TYP.)FF = 4783.14EXST. MANIFOLD = 4785.77NEW MANIFOLD = 4788.446" CROSS6" 90° BENDNEW YARD PIPING = 4775.50EXST PIPING ~ 4775.15(CONTRACTOR TO VERIFY)EXISTING 4" PIPING(PLUG AND ABANDON IN PLACEPER SPECIFICATIONS)EXST 90° FITTING (TYP.)EXST PRESSURE GAUGE6" 90° BENDPRESSURE GAUGE(0-100 PSI)EXST 6" FORCE MAINDISCHARGENEW 6" PIPINGDISCHARGE TO 8"FORCE MAINEXST 6" INLET PIPINGFROM WET WELLEXST 6" INLET PIPINGFROM WET WELLEXST 6" SS P INLETPIPING FROM WETWELLEXST 6" FORCE MAINDISCHARGEPIPE STAND (TYP.)1EXST BLDG FOUNDATION (TYP.)6" FLOW METER2AIR/VACUUM RELIEF VALVE(RELIEF LINE PIPED TO EXST FLOOR DRAIN)AIR/VACUUM RELIEF VALVE(RELIEF LINE PIPED TOEXST FLOOR DRAIN)6" 90° BEND6" 90° BENDCONNECT TO EXST6" OUTLET PIPE6" 90° BENDPRESSURE GAUGE (0-100 PSI)6" TEEEXISTING 4" PIPING(PLUG AND ABANDON IN PLACEPER SPECIFICATIONS)CONCRETE PIPEENCASEMENT (TYP.)SEE DETAIL 3014CONCRETE PIPEENCASEMENT (TYP.)SEE DETAIL 3014EXST PIPING ~ 4775.15(CONTRACTOR TO VERIFY)FF = 4783.14EXST. MANIFOLD = 4785.77NEW MANIFOLD = 4788.44EXST SWING CHECK VALVEEXST GATE VALVEGENERAL NOTES1.ALL MANIFOLD PIPING AND FITTINGS SHALL BE PER PROJECTSPECIFICATIONS, UNLESS OTHERWISE NOTED.2.SOME ITEMS LOCATED IN THE BACKGROUND OF SECTION VIEWSWERE OMITTED FOR CLARITY.3.VALVES SHOWN ARE NORMALLY OPEN UNLESS OTHERWISEINDICATED.FORCE MAIN INTERCONNECT(NOT NORMALLY USED)EXST BLDGFOUNDATION (TYP.)7'-71516"2'-8"3'-71516"3'-2"7'-71516"6" 90° BEND(MJ X MJ)FE/FIT100-1FE/FIT100-2AIR/VACUUM RELIEF VALVEPRESSURE GAUGE(0-100 PSI)6" SS PFLEXIBLECOUPLING1' MIN6" SS P6" SS PCL HIGH LEVEL ALARM ELEV = 4763.29EMERGENCY PUMP ON ELEV = 4764.29LOW-LOW LEVEL SWITCH = 4755.79DUTY PUMP OFF &EMERGENCY PUMP OFF ELEV = 4756.29BOT WET WELL ELEV = 4754.14TOP ELEV = SEE SHEET C-9YARD PIPING ELEVATION = 4775.50LAG PUMP 2 ON ELEV = 4762.29LAG PUMP 1 ON ELEV = 4761.29DUTY PUMP ON ELEV = 4759.29HIGH-HIGH LEVEL ALARM ELEV = 4763.79VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\4-MECHANICAL\M-4_WETWELLPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAWET WELL PLAN & SECTION10678.00132M-4KJSLRHLRH03/2026 1WET WELL ELEVATION ADJUSTMENT7/2/2025CGM CGM 24120SCALE IN FEETRECORD DRAWINGSMARCH 2026A-WET WELL SECTIONSCALE: 1" = 2'1-WET WELL PLAN VIEWSCALE: 1" = 2'A-PRESSURE TRANSDUCER ANDSTILLING WELL (SECONDARY)PRESSURE TRANSDUCER ANDSTILLING WELL (PRIMARY)P-100-1-1P-100-1-2P-100-1-3******ACCESS HATCH (TYP. OF 2)4.0' X 5.0' ROUGH OPENING15.00'4.00'KEY NOTESACCESS HATCHES SHALL BE HALLADAY W2S6048 OR APPROVED EQUALWITH INTEGRATED SAFETY GRATE.SEE THE WET WELL FLOOR PLAN FOR FILLET EXTENTS (DETAIL B ONSHEET M-5)PROVIDE WATERPROOFING ON EXTERIOR SURFACE OF WET WELL PERSECTION 07 04 16 OF THE PROJECT SPECIFICATIONS. PROVIDE JOINTWRAP AT ALL JOINTS.PROVIDE PROTECTIVE COATING ON INTERIOR SURFACE OF WET WELLPER SECTION 09 90 00 OF THE PROJECT SPECIFICATIONS.21SUBMERSIBLE PUMPP-100-1-1**P-100-1-2**P-100-1-3**LSHH100-2-115" GRAVITY PIPE INVERT (SOUTH)ELEV = SEE SHEET C-9PRESSURE TRANSDUCER ANDSTILLING WELL (TYP. OF 2)2.27'EMERGENCY FLOAT(S)SECURED TO SST CHAINPRIMARY ALARM FLOAT(S)SECURED TO SST CHAINSST CHAIN FOR FLOATSSECURE FLOATS TO CHAINCONCRETE WEIGHT W/SST EMBEDDED EYELETSTAINLESS STEEL CABLEHANGER RACKELECTRICAL & CONTROLCONDUIT PENETRATIONS(SEE SHEET E-6)STAINLESS STEEL SUPPORTSSECURED TO STRUCTURE.LSLL100-2-2LSLL100-1-2LSH100-1-32.23'BOTTOM OF 45° FILLET (TYP.)6" CLASS 51DUCTILE IRON PIPE(SEE SHEET C-8)6" CLASS 51DUCTILE IRON PIPE(SEE SHEET C-8)0.75'0.50'2.77'FILLET (TYP.)2.27'1.92'0.81'15" SDR-35 PVC SANITARY SEWER(SEE SHEET C-9)2GENERAL NOTES:1.INSTALL EQUIPMENT AND ACCESSORIES PER THEMANUFACTURER'S RECOMMENDATIONS.2.ALL DIMENSIONS TO PROCESS EQUIPMENT AND PIPINGARE SHOWN FROM OUTSIDE OF FOUNDATION WALL.3.THE EQUIPMENT LAYOUT AND ASSOCIATED PIPING ISDESIGNED AROUND THE FIRST NAMED MANUFACTURERAS DEFINED IN THE SPECIFICATIONS. CONTRACTOR SHALLBE RESPONSIBLE FOR ALL DESIGN CHANGES ASSOCIATEDWITH ALTERNATE EQUIPMENT AND ADJUSTMENT OFLAYOUT. VERIFY ALL PROCESS EQUIPMENT DIMENSIONSWITH THE MANUFACTURER PRIOR TO ORDERINGCONNECTING PIPING AND EQUIPMENT.4.SEE CIVIL DRAWINGS FOR CONTINUATION OF YARD PIPING.5.COORDINATE HEATING AND VENTILATION WITH HVACDRAWINGS.6.COORDINATE ELECTRICAL WITH ELECTRICAL DRAWINGS.7.PIPE SUPPORTS AND HANGERS SHALL BE PROVIDED INACCORDANCE WITH SPECIFICATION 40 05 10 ANDSTANDARD DETAILS.**DENOTES EQUIPMENT OR ITEMS SUPPLIED BY DIVISION 4300 00 MANUFACTURER AS A COMPLETE PACKAGE.GENERAL CONTRACTOR IS RESPONSIBLE FORCOORDINATING INSTALLATION OF ALL SUPPLIEDEQUIPMENT AND INSTRUMENTATION AND PROVIDING ALLPROCESS CONNECTIONS AND APPURTENANCES.DENOTES COMPONENTS TO BE SUPPLIED BY DIVISION 4000 00 MANUFACTURER. GENERAL CONTRACTOR ISRESPONSIBLE FOR COORDINATING INSTALLATION OF ALLSUPPLIED EQUIPMENT AND INSTRUMENTATION ANDPROVIDING ALL PROCESS CONNECTIONS ANDAPPURTENANCES. FOR INSTRUMENTATION AND CONTROLINSTALLATION DETAILS, REFER TO DIVISION 13SPECIFICATIONS AND INSTRUMENTATION LAYOUTDRAWINGS.AM-5MOUNT GUIDE RAIL TO CONCRETEOPENING FOR HATCHMECHANICAL FLOAT SWITCH (TYP.)SST GUIDE RAIL (TYP.)PRESSURE TRANSDUCERLE100-1-ADAVIT BASE(RE-USE FROM EXSTING WET WELL STUCTURE)1.75'ACCESS HATCH (TYP. OF 2)14.00'Z-LOK GASKET (TYP.)PRECAST CONCRETE WET WELL(9.0' X 12' INSIDE DIMENSIONS)1.75'1.75'1.72'2.50'6.00'4.50'2.00'3.00'Z-LOK GASKET (TYP.)UNDISTURBED NATIVE GROUND12" STRUCTURAL BACKFILLCOMPACTED TO 100% DRY DENSITYPER STANDARD PROCTOR1.0'(TYP.)LIT100-1-1LIT100-1-2LIT100-1-4LIT100-1-36" SST VENT WITH CARBON FILTER RAIN CAP6" SST VENT WITH CARBON FILTER RAIN CAP6" ELBOWINCLUDE 6" X 4" REDUCERTO CONNECT TO 4" PUMPDISCHARGE PIPINGLSHH100-1-4PRECAST CONCRETEWET WELL (9.0' x 12.0'INSIDE DIMENSIONS)342.75'24120SCALE IN FEETPUMP BASE **PRECAST CONCRETE TOP SLAB**34**PIPE SUPPORT, TYP.(SEE DETAIL 1 ON SHEET M-5)6" STAINLESS STEEL MALE CAM ANDGROOVE CONNECTIONDIXON 600-AL-SS OR APPROVED EQUALAND 6" STAINLESS STEEL FEMALE CAMAND GROOVE GASKETED DUST CAPPROVIDE ISOLATION GASKETBETWEEN STAINLESS STEEL ANDDUCTILE IRON FLANGESSEEP RING2.00'1.00' (MIN.)1.83'SUCTION PUMP RISER WITHCAM AND GROOVE FITTINGAND DUST CAP6" DUCTILE IRON END SUCTION RISER2.15' 2.67'1.00'PIPE SUPPORT, TYP.(SEE DETAIL 1 ON SHEET M-5)NO DAVIT BASE INSTALLED A.B.ELEV = 4755.06 A.B. L3X3X38 IRON (PAINTED)ENSURE TOP LEG IS LEVEL316316NOTCH OR DRILL TOP FLANGEAS REQUIRED TO CLEAR BOLT3"(MIN.)INSTALL BOLT THROUGHFLANGE ANGLE IRONSUPPORTSEE PLAN34" ANCHORS WITHMIN. 3" EMBEDMENT(EPOXY TYPE)316TYP. EACH SUPPORTANGLE IRON SHALL NOTEXTEND BEYOND FLANGEEXTENTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\4-MECHANICAL\M-5_WETWELL-SECTIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/16/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAWET WELL SECTIONS AND DETAILS10678.00133M-5KJSLRHLRH03/2026 24120SCALE IN FEETRECORD DRAWINGSMARCH 202615" GRAVITY PIPE INVERTELEV = SEE SHEET C-9TOP ELEV = SEE SHEET C-9MECHANICAL FLOATS FOREMERGENCY PUMPING CONTROLSSEE SHEET M-4 FOR ELEVATIONS6" SST VENT WITH CARBONFILTER RAIN CAP (TYP. OF 2)6" EMBEDDED SST COLLARWITH FEMALE THREADS2.00'MIN.PRESSURE TRANSDUCER ANDSTILLING WELL (TYP. OF 2)SST CHAIN FOR FLOATSSECURE FLOATS TO CHAIN (TYP.)PEDESTAL BASE FOR PORTABLE DAVIT CRANE(SALVAGED FROM EXISTING WET WELL STRUCTURE)A-WET WELL SECTIONSCALE: 1" = 2'B-WET WELL FLOOR AND FILLET PLANSCALE: 1" = 3'361.530SCALE IN FEET9.00'12.00' 10.67'1.00'6.25'1.75'0.67'1211116"913 16"2'-0516"3'91316"77 8" 2'-6"4'-6"FILLET FLOOR IN HATCHEDAREA AT 1:1 SLOPEANCHOR BOLT LOCATION, TYP.(CONTRACTOR TO CONFIRMWITH MANUFACTURER)KEY NOTESPUMP OUTLINE AND ANCHOR BOLTS ARE BASED ON FLYGTNP 3202 HT FRAME. THE ACTUAL PUMP SELECTION SHALLMATCH THE PROJECT SPECIFICATIONS. CONTRACTOR SHALLCONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTSWITH MANUFACTURER.PUMP OUTLINE AND ANCHOR BOLTS ARE BASED ON FLYGTNP 3102 SH 3 FRAME. THE ACTUAL PUMP SELECTION SHALLMATCH THE PROJECT SPECIFICATIONS. CONTRACTOR SHALLCONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTSWITH MANUFACTURER.216"GRADE AWAY FROM STRUCTUREGRADE AWAY FROM STRUCTUREFLOWFILLET (TYP.)Z-LOK GASKETUNDISTURBED NATIVE GROUND12" STRUCTURAL BACKFILLCOMPACTED TO 100% DRY DENSITYPER STANDARD PROCTOR1.00(TYP.)PRIMARY PRESSURETRANSDUCER IN STILLING WELLGENERAL NOTES:1.INSTALL EQUIPMENT AND ACCESSORIES PER THEMANUFACTURER'S RECOMMENDATIONS.2.ALL DIMENSIONS TO PROCESS EQUIPMENT AND PIPINGARE SHOWN FROM OUTSIDE OF FOUNDATION WALL.3.THE EQUIPMENT LAYOUT AND ASSOCIATED PIPING ISDESIGNED AROUND THE FIRST NAMED MANUFACTURERAS DEFINED IN THE SPECIFICATIONS. CONTRACTOR SHALLBE RESPONSIBLE FOR ALL DESIGN CHANGES ASSOCIATEDWITH ALTERNATE EQUIPMENT AND ADJUSTMENT OFLAYOUT. VERIFY ALL PROCESS EQUIPMENT DIMENSIONSWITH THE MANUFACTURER PRIOR TO ORDERINGCONNECTING PIPING AND EQUIPMENT.4.SEE CIVIL DRAWINGS FOR CONTINUATION OF YARD PIPING.5.COORDINATE HEATING AND VENTILATION WITH HVACDRAWINGS.6.COORDINATE ELECTRICAL WITH ELECTRICAL DRAWINGS.7.PIPE SUPPORTS AND HANGERS SHALL BE PROVIDED INACCORDANCE WITH SPECIFICATION 40 05 10 ANDSTANDARD DETAILSMECHANICAL FLOATS FORPRIMARY CONTROL SYSTEMSEE SHEET M-4 FOR ELEVATIONSLE100-1-ASECONDARY PRESSURETRANSDUCER IN STILLING WELL100-1-BLE2'-0316"2'-0516"11116"PROVIDE ISOLATION GASKETBETWEEN STAINLESS STEEL ANDDUCTILE IRON FLANGESSEEP RING6" STAINLESS STEEL MALE CAM ANDGROOVE CONNECTIONDIXON 600-AL-SS OR APPROVED EQUALAND 6" STAINLESS STEEL FEMALE CAMAND GROOVE GASKETED DUST CAPPIPE SUPPORT, TYP.(SEE DETAIL 1 THIS SHEET)6" DUCTILE IRON END SUCTION RISER2.15 2.00'(MIN.)4.00'1-TYPICAL PIPE SUPPORTSCALE: NONENOT INSTALLED A.B. VALVES HUMIDISTATH THERMOSTAT W/ LOCKABLE COVERT CARBON MONOXIDE / NITRIC OXIDE SENSORCO/NO DUCT UP (PLAN VIEW) DUCT DOWN (PLAN VIEW) R INCLINED RISE - IN DIRECTION OF AIRFLOW D INCLINED DROP - IN DIRECTION OF AIRFLOW INTERNAL DUCT LINING ELBOW WITH TURNING VANES RADIUS ELBOW SUPPLY DUCT (SECTION VIEW) RETURN DUCT (SECTION VIEW) EXHAUST DUCT (SECTION VIEW) OUTDOOR AIR DUCT (SECTION VIEW) MANUAL VOLUME DAMPER BACKDRAFT DAMPER ZONE DAMPER BYPASS DAMPER MOTORIZED DAMPER FIRE DAMPER FIRE/SMOKE DAMPER SMOKE DAMPERZBMFFSSREMOTE VOLUME DAMPER HVAC DUCTWORK (CONT.) STATIC PRESSURE SENSORSP DIFFERENTIAL PRESSURE SENSORDP BUILDING PRESSURE SENSOR ANNOTATION SYMBOLS X X X X CFM X DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER AIR DEVICE MARK AND CFM ME-#MECHANICAL EQUIPMENT MARK POINT OF NEW CONNECTION POINT OF DISCONNECTION THERMOSTATT ZONED THERMOSTATT ZONED THERMOSTAT - MASTERT ROOM HUMIDITY SENSOR ROOM CO2 SENSOR $WALL SWITCH CFM X AIR DEVICE MARK AND CFM - PROVIDE OPPOSED BLADE DAMPER OBD CFM X AIR DEVICE MARK AND CFM - PROVIDE RADIAL DAMPER RD X X 3D VIEW NUMBER SHEET NUMBER #M MECHANICAL LEGEND RBDROOM TEMPERATURE SENSOR PIPE FITTINGS HVAC CONTROL SYMBOLS NOTE: THIS IS A STANDARD LEGEND. NOT ALL PIPE TYPES AND SYMBOLS ARE NECESSARILY UTILIZED IN THE DRAWINGS. ID INSIDE DIAMETER IFB INTEGRAL FACE & BYPASS IGV INLET GUIDE VANES IPS IRON PIPE SIZE IU INDUCTION UNIT KW KILOWATTS KWH KILOWATT HOUR LAT LEAVING AIR TEMPERATURE (°F) LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (°F) M MOTOR OPERATED MAU MAKEUP AIR UNIT MB MIXING BOX MBH 1000 BTU/HR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MS MINI-SPLIT NC NOISE CRITERIA NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NPS NOMINAL PIPE SIZE OA OUTSIDE AIR OAD OUTSIDE AIR DAMPER OBD OPPOSED BLADE DAMPER P PUMP PC PLUMBING CONTRACTOR PD PRESSURE DROP PH PHASE PHC PREHEAT COIL PPM PART PER MILLION PROP PROPELLER PRV PRESSURE REDUCING VALVE PSIA PSI, ABSOLUTE PSIG PSI, GAUGE QTY QUANTITY R REGISTER RA RETURN AIR RD RADIAL DAMPER RF RETURN/RELIEF AIR FAN RH RELATIVE HUMIDITY RHC REHEAT COIL SA SUPPLY AIR SAF SUPPLY AIR FAN SC SENSIBLE COOLER SCFM CFM, STANDARD CONDITIONS SD SMOKE DETECTOR SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE SPS STATIC PRESSURE SENSOR SS STAINLESS STEEL T THERMOSTAT TA TRANSFER AIR TCC TEMPERATURE CONTROL CONTRACTOR TCP TEMPERATURE CONTROL PANEL TG TRANSFER GRILL TOS TOP OF STEEL TSP TOTAL STATIC PRESSURE TYP TYPICAL UH UNIT HEATER UNC UNDERCUT UV UNIT VENTILATOR VA VOLT-AMPERE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW WB WET BULB TEMPERATURE (°F) WC WATER COLUMN WG WATER GAUGE WSHP WATER SOURCE HEAT PUMP ΔT TEMPERATURE DIFFERENCE (°F) ACC AIR COOLED CONDENSER ACU AIR CONDITIONING UNIT AD ACCESS DOOR ADJ ADJUSTABLE AF AIR FOIL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFR ABOVE FINISHED ROOF AFS AIR FLOW STATION AHU AIR HANDLING UNIT AP ACCESS PANEL ATC AUTOMATIC TEMPERATURE CONTROL ATM ATMOSPHERE AWG AMERICAN WIRE GAUGE B BOILER BB BASEBOARD BC BACKWARD CURVED BD BACKDRAFT DAMPER BF BOILER FEED BHP BRAKE HORSEPOWER BI BACKWARD INCLINED BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOJ BOTTOM OF JOIST BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT C COMMON CAV CONSTANT AIR VOLUME CC COOLING COIL CCW COUNTER CLOCKWISE CFM CUBIC FEET PER MINUTE CH CHILLER C&I CONTROLS & INSTRUMENTATION CLG CEILING CMU CONCRETE MASONRY UNIT CND CONDENSATE CONT CONTINUATION CORR CORRIDOR CT COOLING TOWER CU CONDENSING UNIT CH CABINET HEATER CV CONTROL VALVE CVS CONTROL VALVE STATION CW CLOCKWISE dB DECIBEL DB DRY BULB TEMPERATURE (°F) DDC DIRECT DIGITAL CONTROL DH DUCT HEATER DP DEW POINT TEMPERATURE (°F) DX DIRECT EXPANSION E EXHAUST EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (°F) EC ELECTRICAL CONTRACTOR EDR EQUIVALENT DIRECT RADIATION EER ENERGY EFFICIENCY RATIO EF EXHAUST FAN EFF EFFICIENCY ELEV ELEVATION ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE (°F) F&T FLOAT & THERMOSTATIC FA FACE AREA FC FORWARD CURVED FC FAN COIL FP FIRE PROTECTION FPM FEET PER MINUTE FT FEET GA GAUGE OR GAGE GC GENERAL CONTRACTOR GEN GENERATOR GH GRAVITY HOOD GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HUMIDIFIER HC HEATING COIL HG MERCURY HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HR HOUR HX HEAT EXCHANGER ABBREVIATIONS (E) ME-#EXISTING MECHANICAL EQUIPMENT (D) ME-#DEMOLISHED MECHANICAL EQUIPMENT # T H C P ADJUSTABLE ROOM TEMPERATURE SENSOR T COMBO ROOM TEMPERATURE & CO2 SENSORT A C ADJUSTABLE COMBO ROOM TEMP & CO2 SENSORT C/A PIPING SPECIALTIES AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE / TEMPERATURE PORT TEMPERATURE SENSOR PRESSURE SENSOR PIPE WELL - EMPTY FLOW SWITCH PRESSURE SWITCH PRESSURE GAUGE, SNUBBER & NEEDLE VALVE TEMPERATURE GAUGE FLEXIBLE CONNECTOR THERMAL/SEISMIC EXPANSION LOOP FLOW METER UNION OR FLANGE ISOLATION VALVE MANUAL BALANCING VALVE 3-WAY TEMPERATURE CONTROL VALVE AUTOMATIC BALANCING VALVE HOSE-END DRAIN W/ CAP STRAINER 2-WAY TEMPERATURE CONTROL VALVE SOLENOID VALVE TEMPERATURE AND/OR PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE BACKFLOW PREVENTER CHECK VALVE STEAM TRAP GAS PRESSURE REGULATOR BOILER DRAIN W/ CAP VENTURI VALVE MANUAL 3-WAY VALVE BOTTOM CONNECTION, TEE FITTING DOWN CAPPED OUTLET OR BLIND FLANGE CHANGE IN ELEVATION OF PIPE ELBOW PIPE BREAK PIPE UP PIPE DOWN SIDE CONNECTION, TEE FITTING TOP CONNECTION, TEE FITTING UP CONCENTRIC REDUCER ANCHOR PIPE GUIDES RECTANGULAR DUCT WIDTH x DEPTHW"xD" ROUND DUCT DIAMETER X"ø X"ø FLEXIBLE DUCT DIAMETER W"/D"OVAL DUCT WIDTH/DEPTH FLOOR/CEILING SUPPLY DIFFUSER FLOOR/CEILING RETURN GRILLE FLOOR/CEILING EXHAUST GRILLE SIDEWALL SUPPLY DIFFUSER SIDEWALL RETURN/EXHAUST GRILLE HVAC DUCTWORK CND STEAM CONDENSATE RETURN LPS MPS HPS LOW PRESSURE STEAM MEDIUM PRESSURE STEAM HIGH PRESSURE STEAM HWR HWS HEATING WATER RETURN HEATING WATER SUPPLY REFRIGERANT (LIQUID AND SUCTION)REF HPWR HPWS HEAT PUMP WATER RETURN HEAT PUMP WATER SUPPLY CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY ATV ATMOSPHERIC VENT CTR CTS COOLING TOWER RETURN COOLING TOWER SUPPLY HVAC PIPING (E) NAME (D) NAME DIRECTION OF FLOW EXISTING PIPE TO BE DEMOLISHED EXISTING PIPE TO REMAIN NAME NEW PIPING GENERAL INSTALLATION: A. NEW PIPING, DUCTWORK AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE CURRENTLY ADOPTED INTERNATIONAL MECHANICAL AND INTERNATIONAL BUILDING CODES. B. EQUIPMENT SHALL BE INSTALLED LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS INDICATED ON PLAN. OBSERVE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS SERVE THEIR INTENDED FUNCTION. C. INSTALL EQUIPMENT, DUCTWORK, AND PIPING SO AS TO MAINTAIN CODE REQUIRED CLEARANCES FOR ELECTRICAL AND TELECOMMUNICATION EQUIPMENT. D. ELEMENTS PENETRATING BUILDING COMPONENTS (ROOF ASSEMBLIES, WALL ASSEMBLIES, ETC.) SHALL BE SEALED WEATHER AND WATER TIGHT. COORDINATE PENETRATIONS WITH GENERAL CONTRACTOR TO PATCH TO THE SATISFACTION OF THE ARCHITECT OR ENGINEER. E. EQUIPMENT MANUFACTURED AFTER 1/1/2023 SHALL MEET MINIMUM SEER2 RATINGS. COORDINATION: A. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO FIELD COORDINATE THE LOCATION OF EQUIPMENT, ROUTING OF DUCTWORK, AND ROUTING OF PIPING WITH OTHER TRADES. B. IT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO REVIEW THE DRAWINGS OF OTHER DISCIPLINES AND PROVIDE THE NECESSARY LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. C. COORDINATE THE INSTALLATION OF GRILLES, REGISTERS AND DIFFUSERS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, THE ELECTRICAL LIGHTING PLANS, AND IF RELEVANT, THE TELECOMMUNICATION AND FIRE SPRINKLER PLANS. ELECTRICAL COORDINATION: A. SEE THE MEP COORDINATION SCHEDULE FOR ELECTRICAL INFORMATION. COORDINATE WITH OTHER TRADES TO ENSURE THAT ELECTRICAL DISCONNECTS, MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, CONTROLS, AND ELECTRICAL ACCESSORIES ARE FURNISHED AND/OR INSTALLED BY THE APPROPRIATE TRADE. SITE ELEVATION: A. EQUIPMENT SHALL BE SELECTED FOR THE PROJECT ELEVATION OF 4,800’. MECHANICAL GENERAL NOTES MECHANICAL SHEET INDEX NUMBER SHEET NAME H-1 HVAC LEGEND H-2 HVAC SCHEDULES H-3 HVAC DETAILS H-4 HVAC DEMOLITION PLAN H-5 HVAC PLAN THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! MONTANA COPYRIGHT © MORRISON-MAIERLE, 2023 DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1/27/2025 JRH THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! www.m-m.net 406.587.0721 2880 Technology Blvd West Bozeman, MT 59718 PLOTTED ON:PLOTTED ON:Autodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt3/16/2026 12:44:36 PMAutodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt10678.001 H-1HVAC LEGEND CMH 34 03/2026 JRH BOZEMAN RECORD DRAWINGS CMH MARCH 2026 NORTON RANCH LIFT STATION UPGRADES REVISIONS NO. DESCRIPTION BY DATE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! MONTANA COPYRIGHT © MORRISON-MAIERLE, 2023 DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1/27/2025 JRH THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! www.m-m.net 406.587.0721 2880 Technology Blvd West Bozeman, MT 59718 PLOTTED ON:PLOTTED ON:Autodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt3/16/2026 12:45:16 PMAutodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt10678.001 H-2HVAC SCHEDULES CMH 35 03/2026 JRH BOZEMAN RECORD DRAWINGS CMH MARCH 2026 NORTON RANCH LIFT STATION UPGRADES ACCESSORIES: 1. PROVIDE FACTORY MOUNTED DISCONNECT 2. HIGH ALTITUDE KIT 3. TOTALLY ENCLOSED FAN MOTOR 4. FOUR-POINT SUSPENSION/MOUNTING ISOLATION KIT 5. MANUAL SHUT-OFF AND UNION 6. TWO-STAGE NATURAL GAS VALVE 7. HORIZONTAL SEPARATED VENT/COMBUSTION AIR INLET TERMINAL KIT CONTROLS: 1. 7-DAY PROGRAMMABLE THERMOSTAT ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. GAS-FIRED UNIT HEATER SCHEDULE MARK MANUF. MODEL TYPE GAS CONN. (IN) INPUT/OUTPUT (MBH)COMBUSTION AIR (IN) VENT (IN) AIRFLOW (CFM) WEIGHT (LBS) UH-2 REZNOR UDXC 30 NATURAL GAS 3/4 30 / 24.6 4 4 456 57 NOTES: 1. VERIFY ROUGH OPENING DIMENSIONS WITH CONSTRUCTION MANAGER PRIOR TO ORDERING. 2. 6" DEEP DRAINABLE LOUVER WITH BIRDSCREEN. 3. PROVIDE MOTORIZED DAMPER AS INDICATED ON THE FLOOR PLANS. LOUVER/CONTROL DAMPER SCHEDULE MARK MANUF. MODEL WIDTH (IN) HEIGHT (IN) TYPE MATERIAL FUNCTION FREE AREA (SQ FT) COLOR NOTES CD-2A RUSKIN CD51 48 24 2-POSITION, 24V CONTROL ALUMINUM EXHAUST - - N/A 3 CD-2B RUSKIN CD51 48 24 2-POSITION, 24V CONTROL ALUMINUM EXHAUST - - N/A 3 CD-3 RUSKIN CD51 32 14 2-POSITION, 24V CONTROL ALUMINUM RELIEF - - N/A 3 CD-4 RUSKIN CD51 48 72 2-POSITION, 24V CONTROL ALUMINUM SUPPLY - - N/A 3 LV-2 RUSKIN ELF6375DX 48 48 STATIONARY STEEL EXHAUST 9.08 BY OTHER 1,2 LV-3 RUSKIN ELF6375DX 48 72 STATIONARY STEEL SUPPLY 14.04 BY OTHER 1,2 ACCESSORIES: 1. STANDARD DISCONNECT PREWIRED. 2. FAN SPEED CONTROLLER. 3. MOTORIZE CONTROL DAMPER. 4. WALL COLLAR 5. STANDARD FINISH. 6. ALUMIUM BIRD SCREEN. 7. 45 DEGREE WEATHER HOOD. 8. VIBRATION ISOLATORS. 9. WALL CAP WITH INTEGRAL BACKDRAFT DAMPER. 10. PROVIDE ECM MOTOR WHERE AVAILABLE. CONTROLS: 1. CONTROL DAMPER MOTOR TO BE INTERLOCKED WITH FAN. ELECTRICAL DATA: SEE MEP COORDINATION SCHEDULE FOR STARTER/DISCONNECT AND ALL OTHER ELEC. DATA. EXHAUST FAN SCHEDULE MARK MANUFACTURER MODEL AIRFLOW (CFM) SONES ESP (IN WC) DRIVE TYPE MOUNTING CONTROL WEIGHT (LBS) EF-2 COOK 10XW24D17 300 6.9 0.2 DIRECT PROPELLER WALL ECM 59 A. CONTROL WIRING SHALL BE CONCEALED WITHIN WALL CONSTRUCTION, ABOVE CEILING, OR RUN IN CONDUIT. EXPOSED CONTROL WIRING IS UNACCEPTABLE. B. UNLESS SPECIFICALLY NOTED, ALL FEEDERS SHALL INCLUDE A FULL SIZE NEUTRAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WITH THE MANUFACTURER OF THE ACTUAL EQUIPMENT BEING SUPPLIED WHETHER A NEUTRAL IS REQUIRED PRIOR TO ROUGH-IN. C. ALL DUCT SMOKE DETECTORS FURNISHED BY DIV. 26, INSTALLED BY DIV. 23, AND WIRED BY DIV. 26. DIV. 26 SHALL WIRE ALL FANS TO SHUT DOWN WHEN ALARM IS INITIATED BY ANY DUCT SMOKE DETECTOR. GENERAL NOTES: 1. INTEGRAL DISCONNECTS AND OVERLOADS 2. INTEGRAL OVERLOADS 3. SINGLE POINT CONNECTION 4. PROVIDE RECEPTACLE AND DATA CONNECTION FOR PANEL 5. MOUNT ON UNI-STRUT IN FRONT OF UNIT 6. SIZE FUSES IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES FOR INSTALLED EQUIPMENT 7. INTEGRAL VARIABLE FREQUENCY DRIVE 8. DUCT SMOKE DETECTOR(S) REQUIRED NOTES: BAS CO CONT EF HCP INT L MS OS PS T TC UC VE N/A BUILDING AUTOMATION SYSTEM CARBON MONOXIDE DETECTOR CONTINUOUS OPERATION INTERLOCK WITH EXHAUST FAN HOOD CONTROL PANEL INTEGRAL LIGHT SWITCH MANUAL SWITCH OCCUPANCY SENSOR PRESSURE SWITCH THERMOSTAT TIME CLOCK UNIT CONTROLLER VEHICLE EXHAUST DETECTION SYSTEM NOT APPLICABLE CB CSFD FD FST FW MOCP MSS NFD RCPT RVSS VFD N/A PANELBOARD CIRCUIT BREAKER WITHIN SIGHT OF EQUIPMENT COMBINATION STARTER/DISCONNECT - HOA FUSED DISCONNECT FUSTAT FACTORY-WIRED SINGLE POINT CONNECTION MOTOR OVER-CURRENT PROTECTION MANUAL STARTER SWITCH WITH THERMAL OVERLOADS (1-, 2- OR 3-POLE AS REQUIRED) NON-FUSED DISCONNECT 20A DUPLEX RECEPTACLE (GFCI PROTECTED AS REQUIRED), CORD AND PLUG REDUCED VOLTAGE SOLID-STATE VARIABLE FREQUENCY DRIVE - HOA NOT APPLICABLE 22/22 22/26 23/23 23/26 26/26 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 22 FURNISHED AND INSTALLED BY DIV. 22, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 23 FURNISHED AND INSTALLED BY DIV. 23, WIRED BY DIV. 26 FURNISHED AND INSTALLED BY DIV. 26, WIRED BY DIV. 26 CONTROL TYPE:DISCONNECT/STARTER TYPE:DIVISION OF RESPONSIBILITIES: MEP COORDINATION SCHEDULE MARK DESCRIPTION ELECTRICAL DATA CONTROL NOTES DISCONNECT / STARTER DISCONNECT FEEDER LOAD VOLT-PHASE TYPE DIV TYPE DIV SIZE (NEMA) SWITCH (AMPS) FUSE (AMPS) ENCLOSURE (NEMA) COPPER WIRE (AWG) CONDUIT (INCHES) EF-2 EXHAUST FAN 1/8 HP 120 - 1 T 23 / 23 MSS 26 / 26 - - - - - - - - #12 3/4" UC-1 UNIT CONTROLLER FRACTIONAL 120 - 1 N/A 23 / 23 CB 26 / 26 - - - - - - - - #12 3/4" UH-2 GAS-FIRED UNIT HEATER 1.9 AMPS 120 - 1 T 23 / 23 MSS 26 / 26 - - - - - - - - #12 3/4" REVISIONS NO. DESCRIPTION BY DATE SUPPORT WITH STEEL ANGLE AS NEEDED BIRD SCREEN CAULK MOTORIZED DAMPER 2-POSITION INTERLOCK WITH EXHAUST FAN SHEET METAL SLEEVE TILT DUCT AND MOTORIZED DAMPER SLIGHTLY FOR DRAINAGE SILL EXTENSION EXTRUDED ALUM. OR GALV. STEEL LOUVER (SEE SPECIFICATIONS) BUILDING WALL HEAD SECTION (JAMB SIMILAR) ANCHOR SECURELY TO WALL CONSTRUCTION CAULK ALL AROUND TO MAKE WEATHER TIGHT .1" NOTE: MAINTAIN CLEARANCE FROM COMBUSTIBLES PER MANUFACTURERS RECOMMENDATIONS NG GAS-FIRED UNIT HEATER DIRT LEG GAS SUPPLY GAS COCK THREADED SUPPORT RODS SUSPEND FROM STRUCTURE ABOVE FACTORY SUPPLIED SEPARATED COMBUSTION TERMINAL KIT FLEX PIPE CONTROL DRAWING LEGEND FAN VARIABLE FREQUENCY DRIVE T DUCT TEMPERATURE SENSOR -SINGLE POINT T DUCT TEMPERATURE SENSOR - AVERAGING ELEMENT P DUCT PRESSURE SENSOR MANUAL RESET HIGH LIMIT SP DUCT STATIC PRESSURE SENSOR SD DUCT SMOKE DETECTOR P FILTER DIFFERENTIAL PRESSURE SENSOR AF AIR FLOW MEASURING STATION M DAMPER WITH ACTUATOR T TEMPERATURE SENSOR IMMERSION TYPE M MODULATING 2-WAY CONTROL VALVE WITH ACTUATOR M MODULATING 3-WAY CONTROL VALVE WITH ACTUATOR PUMP TYPE COIL T T THERMOSTAT TEMPERATURE SENSOR H HUMIDISTAT T MANUAL RE-SET FREEZE STAT DEFINITIONS: AI =ANALOG INPUT AO =ANALOG OUTPUT BI =BINARY INPUT BO =BINARY OUTPUT AV =ANALOG VALUE BV =BINARY VALUE ADJ =ADJUSTABLE SCH.=SCHEDULE TRD.=TREND ALM.=ALARM DISP.=DISPLAY T OUTSIDE AIR TEMPERATURE SENSOR C DUCT MOUNTED CO2 SENSOR C WALL MOUNTED CO2 SENSOR T FLOOR SLAB TEMPERATURE SENSOR CURRENT TRANSDUCER CONTROL RELAY MANUAL SWITCH MOD =MOTOR OPERATED DAMPER MODIFIED SEQUENCE OF OPERATION FOR EXISTING DIESEL/GENERATOR ROOM THERMOSTAT (T1) SATISFIED: ALL CONTROL DAMPERS SHALL BE FULLY CLOSED. HEATING: UNIT HEATERS EH-1 AND UH-1 SHALL OPERATE TO MAINTAIN HEATING SETPOINT. COOLING: CONTROL DAMPERS (E)CD-1A AND (E)CD-1B SHALL GO FULLY OPEN AND EXHAUST FAN EF-1 SHALL RUN TO MAINTAIN COOLING SETPOINT. NOTES: INITIAL THERMOSTAT COOLING SETPOINT SHALL BE 85°F AND INITIAL HEATING SETPOINT SHALL BE 60°F. SEQUENCE OF OPERATION FOR NEW DIESEL/GENERATOR ROOM: WHEN DIESEL GENERATOR IS RUNNING: ENABLING SIGNAL FOR DIESEL/GENERATOR START SHALL CAUSE CONTROL DAMPERS CD-2A, CD-2B, AND CD-4 TO GO FULL OPEN. CONTROL DAMPER CD-3 SHALL REMAIN CLOSED. HEATING: CONTROL DAMPER CD-2A SHALL MODULATE FROM 100% OPEN TO 100% CLOSED AND CONTROL DAMPER CD-3 SHALL MODULATE FROM 100% CLOSED TO 100% OPEN TO MAINTAIN HEATING SETPOINT. CONTROL DAMPER CD-2B SHALL REMAIN 100% OPEN. COOLING: CONTROL DAMPERS CD-2A AND CD-2B SHALL MODULATE OPEN AND CONTROL DAMPER CD-3 SHALL MODULATE CLOSED TO MAINTAIN COOLING SETPOINT. WHEN DIESEL GENERATOR IS OFF: THERMOSTAT (T2) SATISFIED: ALL CONTROL DAMPERS SHALL BE FULLY CLOSED. HEATING: UNIT HEATER UH-2 SHALL OPERATE TO MAINTAIN HEATING SETPOINT. COOLING: CONTROL DAMPER CD-4 SHALL GO FULLY OPEN AND EXHAUST FAN EF-1 SHALL RUN TO MAINTAIN COOLING SETPOINT. NOTES: INITIAL THERMOSTAT COOLING SETPOINT SHALL BE 85°F AND INITIAL HEATING SETPOINT SHALL BE 60°F. PROVIDE CONTROLLED AS NOTED IN ABOVE CONTROL SEQUENCE. EXHAUST AIR M LV-2 DAMPER CD-2B OUTSIDE AIR M LV-3 DAMPER CD-4 M DAMPER CD-2A M DAMPER CD-3 GENERATOR T T-2 M EF-2 V-NG UH-2 CONTROLLER UC-1 ROOM THERMOSTAT WALL 120V SUPPLY FLASH UP SIDES OF THIMBLE STAINLESS STEEL CLAMP EXHAUST PIPE PIPE INSULATION SPACERS ESCUTCHEON PIPE INSULATION EXHAUST PIPE 1/4" X 6" LONG STEEL SPACERS WELDED TO EXAUST PIPE MINIMUM 1/8" WELDED STEEL THIMBLE EXHAUST PIPE PIPE INSULATION 1" VENTILATION HOLES IN TOP AND BOTTOM PLATES EXTEND THIMBLE 9" BEYOND WALL EXTEND THIMBLE 9" BEYOND WALL THIMBLE SHALL BE 12" LARGER IN DIAMETER THAN EXAUST PIPE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! MONTANA COPYRIGHT © MORRISON-MAIERLE, 2023 DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1/27/2025 JRH THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! www.m-m.net 406.587.0721 2880 Technology Blvd West Bozeman, MT 59718 PLOTTED ON:PLOTTED ON:Autodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt3/16/2026 12:45:40 PMAutodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt10678.001 H-3HVAC DETAILS CMH 36 03/2026 JRH BOZEMAN RECORD DRAWINGS CMH MARCH 2026 NORTON RANCH LIFT STATION UPGRADES N.T.S.1 LOUVER WITH CONTROL DAMPER DETAIL N.T.S.3 UNIT HEATER DETAIL N.T.S.4 CONTROLS -EXISTING DIESEL/GENERATOR ROOM N.T.S.2 CONTROLS -NEW DIESEL/GENERATOR ROOM N.T.S.5 GENERATOR EXHAUST WALL THIMBLE DETAIL REVISIONS NO. DESCRIPTION BY DATE OS (D) CD 2 3 1 (D) LV 5 4(E) LV-1 (E) UH (E) EF-1 (E) UH 6 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! MONTANA COPYRIGHT © MORRISON-MAIERLE, 2023 DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1/27/2025 JRH THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! www.m-m.net 406.587.0721 2880 Technology Blvd West Bozeman, MT 59718 PLOTTED ON:PLOTTED ON:Autodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt3/16/2026 12:53:02 PMAutodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt10678.001 H-4HVAC DEMOLITION PLAN CMH 37 03/2026 JRH BOZEMAN RECORD DRAWINGS CMH MARCH 2026 NORTON RANCH LIFT STATION UPGRADES KEY NOTES:# A. LOCATIONS AND DIMENSIONS OF EXISTING FACILITIES IDENTIFIED ON THIS DRAWING ARE APPROXIMATE AND REPRESENT THE BEST AVAILABLE INFORMATION BASED ON A COMBINATION OF FIELD INVESTIGATIONS AND VARIOUS DESIGN AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE DESIGN. FIELD VERIFY LOCATIONS AND DIMENSIONS PRIOR TO AND DURING PERFORMANCE OF THE WORK. PROVIDE DEMOLITION WORK NECESSARY TO COMPLETE THE SCOPE OUTLINED IN THE CONSTRUCTION DOCUMENTS. B. EXISTING MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHOWN AS DARK AND DASHED SHALL BE DEMOLISHED. EXISTING MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHOWN LIGHT SHALL REMAIN UNCHANGED. C. THE MECHANICAL CONTRACTOR SHALL COORDINATE SALVAGE OF REMOVED EQUIPMENT IN GOOD CONDITION WITH THE OWNER. THE MECHANICAL CONTRACTOR SHALL DISPOSE OF UNWANTED EQUIPMENT. D. COORDINATE UTILITY OUTAGES WITH THE GENERAL CONTRACTOR THROUGHOUT THE DURATION OF CONSTRUCTION. NOTIFICATION MUST BE GIVEN TO THE OWNER AT LEAST A WEEK PRIOR TO ANY PLANNED OUTAGES. E. COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ROOF, WALL, CEILING, OR FLOOR PENETRATIONS ASSOCIATED WITH THE DEMOLITION OF THE EXISTING MECHANICAL SYSTEMS. MECHANICAL DEMO NOTES 1/2" = 1'-0"1 HVAC DEMOLITION PLAN 1. DEMOLISH OUTSIDE AIR LOUVER. COORDINATE EXTENTS OF DEMOLITION WITH NEW WORK. 2. DEMOLISH DUCTWORK FROM GENERATOR CONNECTION TO LOUVER CONTROL DAMPERS. EXISTING LOUVER AND DAMPERS ADJACENT TO LOUVER TO REMAIN FOR REUSE. 3. GEN SET AND ASSOCIATED EXHAUST SYSTEM, FUEL PIPE VENTS, AND FUEL LINE TO BE RELOCATED. COORDINATE EXTENTS OF DEMO AND RELOCATION WITH NEW WORK. 4. (E) LV-1 AND ASSOCIATED CONTROL DAMPERS TO REMAIN. 5. EXISTING T-STAT TO REMAIN. COORDINATE EXTENTS OF SYSTEM MODIFICATION WITH NEW CONTROLS DETAIL. 6. EXISTING CRITICAL CLASS MUFFLER AND 1-1/2'Ø WELD-O-LET W/ CONDENSATE LEG AND 3/4" S.S. DRAIN VALVE TO BE SAVED AND REUSED IN NEW CONSTRUCTION. COORDINATE EXTENTS OF DEMOLITION AROUND MUFFLER WITH NEW WORK. REVISIONS NO. DESCRIPTION BY DATE T1 T T T2 (E) EH-1 (E) UH-1 LV-2 LV-3 UH-2 (E) LV-1 EF-2 (E) 3/4" NG CD-3 (E) EF-1 CD-4 CD-2A CD-2B UC-1 H-3 1 2 H-3 H-3 3 (E) CD-1A (E) CD-1B H-3 5 2 1 3/4" NG 3/4" NG 3 4 4"Ø 4"Ø 5 6 2" FUEL FILL LINE 7 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! MONTANA COPYRIGHT © MORRISON-MAIERLE, 2023 DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 1/27/2025 JRH THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! www.m-m.net 406.587.0721 2880 Technology Blvd West Bozeman, MT 59718 PLOTTED ON:PLOTTED ON:Autodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt3/16/2026 12:53:27 PMAutodesk Docs://10678.001 Norton Lift Station/10678.001 Norton Lift Station-MEP_R23.rvt10678.001 H-5HVAC PLAN CMH 38 03/2026 JRH BOZEMAN RECORD DRAWINGS CMH MARCH 2026 NORTON RANCH LIFT STATION UPGRADES 1/2" = 1'-0"1 HVAC PLAN A. VERIFY THE LOCATION OF THERMOSTATS AND SENSORS WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. INSTALL THERMOSTATS 48" ABOVE FINISHED FLOOR PER ADA REQUIREMENTS. B. PROVIDE AND INSTALL SEISMIC BRACING FOR EQUIPMENT, DUCTWORK AND PIPING PER THE REQUIREMENTS OF THE CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE. C. FLEXIBLE DUCTWORK BETWEEN BRANCH DUCTS AND GRILLES, REGISTERS, OR DIFFUSERS SHALL BE LIMITED TO 5 FT. FLEXIBLE DUCT SHALL NOT BE USED IN PLACE OF ELBOWS. D. PROVIDE AND INSTALL FIRE, SMOKE, OR COMBINATION FIRE/SMOKE DAMPERS WHERE DUCTWORK PASSES THROUGH RATED ASSEMBLIES. ASSOCIATED DUCT DETECTORS SHALL BE ADDRESSABLE. SMOKE DAMPERS AND COMBINATION SMOKE/FIRE DAMPERS SHALL INCLUDE A KEYED REMOTE TEST SWITCH LOCATED IN AN ACCESSIBLE LOCATION. FIELD COORDINATE THE LOCATION OF TEST SWITCHES WITH THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. E. SEAL DUCT AND PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH A UL-APPROVED FIRE STOP SYSTEM. F. MAINTAIN THE INTEGRITY OF DRAFTSTOPPING WHERE DUCTWORK AND PIPING PENETRATE DRAFTSTOPPING MATERIALS. G. PROVIDE ACCESS DOORS TO ALLOW SERVICE AND INSPECTION OF EQUIPMENT, VALVES, DAMPERS AND DEVICES INSTALLED IN INACCESSIBLE LOCATIONS. COORDINATE SUCH INSTALLATIONS WITH THE ARCHITECT AND ENGINEER. H. DUCTWORK DIMENSIONS INDICATE THE CLEAR WIDTH/HEIGHT AND HAVE NOT BEEN INCREASED TO ACCOMMODATE DUCT LINER. INSTALLED DUCT SHALL BE INCREASED TO ACCOMMODATE LINER THICKNESS WHERE LINER IS INDICATED IN THE DRAWINGS OR SPECIFICATIONS. I. EXPOSED DUCTWORK TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED PER ARCHITECTURAL. CONTRACTOR TO CLEAN AND DRY DUCTWORK PRIOR TO PAINTING. J. GAS PIPING TO BE WELDED IN CONCEALED SPACES. K. PIPING SHALL BE IDENTIFIED WITH PIPE LABELS MARKED AT A MAXIMUM OF EVERY 25 FT. VALVES SHALL BE IDENTIFIED WITH BRASS OR ALUMINUM VALVE TAGS. L. PROVIDE AND INSTALL PIPE GUIDES, EXPANSION JOINTS, AND HANGERS PER MANUFACTURER'S RECOMMENDATIONS. M. PIPING WALL PENETRATIONS SHALL SHALL BE FINISHED WITH A CHROME ESCUTCHEON PLATE. N. MINIMUM TERMINAL DEVICE BRANCH PIPE SIZE IS 3/4"ø UNLESS OTHERWISE NOTED. O. PROVIDE HIGH POINT AIR VENTS, LOW POINT DRAINS (WITH CAPPED HOSE CONNECTIONS), AND SLOPE PIPING AS NECESSARY TO ALLOW FOR COMPLETE DRAINAGE OF THE HYDRONIC SYSTEMS. MECHANICAL PLAN NOTES KEY NOTES:# 1. RELOCATED GEN SET AND ASSOCIATED EXHAUST SYSTEM, FUEL PIPE VENTS, AND FUEL LINE. 2. FACTORY SUPPLIED HORIZONTAL SEPARATED-COMBUSTION CONVERSION. 3. RELOCATED CRITICAL CLASS MUFFLER AND 1-1/2'Ø WELD-O-LET W/ CONDENSATE LEG AND 3/4" S.S. DRAIN VALVE, SPILL TO FLOOR. 4. 4"Ø STAINLESS STEEL FLEX PIPE. INSULATE MUFFLER AND INTERIOR EXHAUST PIPING. 5. SHEET METAL CONNECTIONS ON RADIATOR COWLING SHALL BE BOLTED TYPE JOINING SYSTEM SIMILAR AND EQUAL TO DUCT-MATE. 6. RELOCATED FUEL FILL. SLEEVE 2"Ø FUEL FILL LINE THROUGH WALL. 7. 2"Ø VENT, SLEEVE THROUGH WALL. REVISIONS NO. DESCRIPTION BY DATE CPTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-1_ELECTRICALSCHEDULES&DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL LEGENDS AND SYMBOLS10678.00139E-1MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026 JOSSSEGP P BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG SSSSSSSSSSSSSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-2_LIFTSTATION-ELECTRICALDEMOPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL DEMO PLAN10678.00140E-2MBHBCLBCL03/2026 361.530SCALE IN FEETRECORD DRAWINGSMARCH 2026KEY NOTESLIGHTING AND RECEPTACLES TO REMAIN.PROVIDE A NEW RADIO CABLE FROM NOR-101 TO RELOCATEDANTENNA VERIFY AND MATCH EXISTING CABLE TYPE.1DEMO EXST ELECTRICALAIR GAP JUNCTION BOXGENERAL NOTESA.COORDINATE ALL ELECTRICAL DEMOLITION WITH OTHER TRADESAND GENERAL CONTRACTOR.B.NOT ALL DEMOLITION WORK IS SHOWN ON THIS SHEET.C.COORDINATE WITH GENERAL CONTRACTOR ALL PATCHING ANDREPAIR OF ANY EXISTING WALL PENETRATIONS AFTER RELOCATIONOF EXISTING EQUIPMENT TO A NEW AND FINISHED CONDITION.D.ALL ITEMS NOTED FOR DEMOLITION SHALL BE COMPLETELYDEMOLISHED INCLUDING DISCONNECTS, CONDUIT, ANDCONDUCTORS BACK TO SOURCE, UNLESS NOTED OTHERWISE.E.NOT ALL EXISTING EQUIPMENT LOCATIONS HAVE BEEN VERIFIED ORSHOWN ON THESE PLANS. THE CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS PRIOR TO BID.CONTROL PANEL TOREMAIN (NOR-101)REMOVE FLOW/LEVELTRANSMITTERSREMOVE EXST 100KWDIESEL GENERATOR,SALVAGE FOR RELOCATIONREMOVE EXST VFD PANELREMOVE EXST ANTENNA,ANTENNA CABLE ANDCONDUIT. SALVAGE FORRELOCATION SHOWN ON E-5.REMOVE EXST ATSREMOVE EXSTELECTRICAL METER.COORDINATE WITHUTILITY.RELOCATE EXSTINTERNET/TELEPHONESERVICEELECTRIC HEATERTO REMAINREMOVE EXSTPANELBOARDEXST TEMPERATURECONTROL PANEL TO REMAINEF SWITCH TO REMAINMOTOR RATEDEXST GAS HEATERTO REMAINEXST ANTENNATO REMAIN1EXST GAS METEREXST EXHAUSTFAN TO REMAINEXST OCCUPANCYSENSOR TO REMAINDEMO EXST WETWELL ELECTRICALEXST UTILITYSECTIONALIZERCOORDINATE DEMOLITION ORRELOCATION OF UTILITY XFMR,INCLUDING SECONDARYCONDUCTORS TO EXISTING METER22DEMO ALL EXISTING WETWELL CONDUCTORS BACKTO THEIR SOURCESREMOVE AND SALVAGEEXISTING 10KVAXFMR/LOAD PANELDEMO EXST GENERATOREXHAUST SYSTEM. REMOVEAND SALVAGE EXHAUSTSILENCER FORRELOCATION. GNGNGNGNGSSSSGNGNGNGNGSSSS15S15S15SEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESSSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-3_ELECTRICAL_SITE-PLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL SITE PLAN10678.00141E-3MBHBCLBCL03/2026 361.530SCALE IN FEETRECORD DRAWINGSMARCH 2026GENERAL NOTESA.THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL,STATE, AND LOCAL ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAINNECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNINGAUTHORITIES. ALL WORK SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED, ANDSAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.E.C.A. STANDARDS OFINSTALLATION, UNDER COMPETENT SUPERVISION.B.THIS PROJECT CONSISTS OF NEW AREAS OF THE NORTON RANCH LIFT STATION INBOZEMAN, MT. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITHEXISTING CONDITIONS AND ALL FACTORS/INCIDENTAL WORK WHICH MAY AFFECTTHE EXECUTION OF THIS WORK.C.ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED INACCORDANCE WITH NEMA, ANSI, U.L., OR OTHER APPLICABLE STANDARDS. THE USEOF MANUFACTURERS NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISHSTYLE, QUALITY, APPEARANCE, USEFULNESS AND BID PRICE. PROPOSEDSUBSTITUTIONS SHALL BE SUBMITTED DURING THE SUBMITTAL PROCESS INWRITING AND REVIEWED BY THE ENGINEER PRIOR TO ORDERING THE EQUIPMENT.D.PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THISDIVISION AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANYOTHER CAUSES. EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEW CONDITIONWILL BE REJECTED AS DEFECTIVE.E.LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT,WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USEDIN THE WORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST,GRIT, AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ACCEPTANCE OFWORK. PRIME AND REPAINT ALL STRUCTURAL SURFACES THAT HAVE BEEN DRILLEDOR WELDED.F.THERE SHALL NOT BE MORE THAN THE EQUIVALENT OF THREE QUARTER BENDS(270 DEGREES TOTAL) BETWEEN PULL POINTS, FOR EXAMPLE CONDUIT BODIES,JUNCTION BOXES (ABOVE GRADE WIRING), OR HAND HOLES (UNDERGROUNDWIRING.)G.UTILITIES AND LOCATIONS SHOWN ARE NOT SURVEYED, THE CONTRACTOR ISRESPONSIBLE FOR ALL LOCATES FOR THIS PROJECT AND FOR PROTECTINGEXISTING UNDERGROUND UTILITIES.H.CONTRACTOR TO COORDINATE ALL UTILITY WORK. OWNER TO PAY ALLASSOCIATED UTILITY FEES FOR THE UTILITY WORK.EXST SCADA PANELNOR-101NEW FLOW METERREMOTE TRANSMITTERSEXST BUILDINGSEE E-4MCC-01NEW 320A UTILITY METER,METER BASE BY CONTRACTOR,METER BY UTILITYEXHAUST THIMBLEGEN EXHAUSTFUEL FILLNEW AIR GAP PANEL,SEE DETAIL ON E-8NEW GENERATOR ROOM,SEE E-5ATS-0110KVA TX-01AND LP-01COMBO UNITP-100-1-3LAG PUMP**P-100-1-2LEAD PUMP**P-100-1-1DUTY PUMP**WETWELL,SEE E-6RELOCATED INDOORGENERATORNEW INTAKELOUVERNEW INTAKELOUVERUTILITY POWERFUEL TANK VENTTOMCC-01TONOR-101RELOCATED ANTENNA, COORDINATEEXACT PLACEMENT AND AIMING OFANTENNA WITH OWNER.NEW UTILITY TRANSFORMER(SCHEMATIC LOCATION)SEE OVERALL SITE PLAN FORACTUAL LOCATION - SHEET C-5TONOR-101TRANSFORMER 10'HOT-STICK KEEP OUT AREANEW SE RATED DISCONNECTSWITCH, SW-01TOATS-01UNIT HEATEREXHAUST FAN OSSSSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-4_EXST_BLDG_ELECTRICAL_PLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAEXISTING BUILDING ELECTRICAL PLAN10678.00142E-4JACBCLBCL03/2026 120.510SCALE IN FEETRECORD DRAWINGSMARCH 2026EXISTING BUILDING ELECTRICAL PLANSCALE: 1" = 1'-0"GENERAL NOTESA.RECONNECT ALL LIGHTING AND RECEPTACLES TORELOCATED LOAD PANEL, LP-01, RECONNECT ALLHVAC TO RELOCATED LP-01.B.COORDINATE WITH OWNER AN REFER TO EXISTINGSCADA PLC DRAWINGS FOR ADDITIONAL INFORMATIONONE EXISTING PROCESS SYSTEM NEEDED TOCOORDINATE UPGRADING PLANT PROCESS ANDCONTROL EQUIPMENT. EXISTING SCADA PLCDRAWINGS ARE INTEGRATED PROCESS SOLUTIONSPROJ. NO. 2146.KEY NOTESPROVIDE FLOW METER POWER FROM SCADAPANEL, NOR-101.GND ALL PIPING WITH A #2 GND BACK TO SERVICEATS ENTRANCE GROUND BAR.ROUTE CONDUIT UP FROM METER TO CEILING ANDOVERHEAD TO FLOW METER REMOTETRANSMITTERS.1MCC-01EXST EUH-01, ELECTRIC UNITHEATERFE101-2FE101-1TIT101CKT 5EXST UH-01 GAS FIREDUNIT HEATEREXST EF-01 EXHAUST FANCKT 7MSEXST SCADA PANEL,NOR-101FIT101-2FIT101-1EXST OCCUPANCY SENSOR2112(TYP)FIT-101-1FIT-101-2(TYP)NOR-10123332 BPVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-5_NEW_GEN-ADDITION_ELECTRICAL_PLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANANEW GENERATOR ADDITION ELECTRICAL PLAN10678.00143E-5JACBCLBCL03/2026 RECORD DRAWINGSMARCH 2026GENERATOR BUILDING ELECTRICAL PLANSCALE: 1" = 1'-0"TTO THERMOSTATAND SWITCHEF-02GEN EXHAUSTLOUVERUH-02NOR-101NOR-101GEN INTAKE LOUVERNEW EXHAUST THIMBLEFUEL FILL PIPINGFUEL TANK AIR VENTFUEL FILL/SPILL BOXGENERAL NOTESA.RE-ESTABLISH GROUNDING SYSTEM IN NEW BUILDING ADDITION, TIEIN EXST GROUNDING AT NEW ATS.B.MOUNT ALL RECEPTACLES AT 48" AFF, ALL RECEPTACLES TO BE GFI.C.SEE ONE-LINE DIAGRAM AND CONTROL DIAGRAM ON E-7 FOR MOREDETAIL ON WIRING OF COMPONENTS.D.PANEL SCHEDULE FOR LP-01 IS SHOWN ON E-9.KEY NOTESGND CONDUCTOR IN CONDUIT TO FOOTING. INSTALL CONCRETEENCASED ELECTRODE PER NEC REQUIREMENTS. SEE DETAIL ONE-8.WIRE NEW ENTRY SWITCH INTO EXISTING ENTRY ALARMCONTROL CIRCUIT.RUN GENERATOR CONTROLS THROUGH ATS. COMBINE ATS ANDGENERATOR SIGNALS AND CONTINUE THEM TO SCADA PANEL,NOR-101.LOUVER ACTUATORS CONNECTED TO GENERATOR RUNNINGSIGNAL THROUGH AN INTERPOSING RELAY. WIRE ACTUATORS TOSPRING OPEN ON LOSS OF POWER/GENERATOR RUN AND POWERCLOSE WHEN THE GENERATOR IS NOT RUNNING.PROVIDE A CONTACTOR IN THE POWER FEEDERS TO THE UNITHEATER AND EXHAUST FAN TO CUT POWER TO THE EQUIPMENTWHEN THE GENERATOR IS RUNNING.1NEW INSULATEDEXHAUST PIPINGTOTHERMOSTATCKT 6CKT 6NEW AIR GAPPANEL JB-101GFI, WR, WPIN-USE BOXCKT 3CKT 3CKT 3CKT 3TO EXST BLDGGROUNDS W/#2 GND IN 1"C.CKT 7F1F1EF1F1EX1CKT 6CKT 6E1CKT 1CKT 1RELOCATED 10KVATRANSFORMER ANDLOAD PANEL,LP-01ATS-01MCC-01UTILITYMETEROSSW-01GENERATORMCC-01NOR-1011RELOCATED 100KW DIESELGENERATORATS-01LP-01,CKT 2 AND 4LEVEL DISPLAY AND BACK-UPMODE PANEL, SEE E-8.CKT 5TIT110NOR-101ZS110NOR-1012233CONCRETE PAD UNDER PANEL4544ATS GROUND BAR55RELOCATED GENERATOREXHAUST SILENCER WITHNEW INSULATIONSW-01CONCRETE ENCASED ELECTRODE(UFER GROUND)MCC-01 TO AIR GAP PANEL AT THELIFT STATION BUILDINGVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-6_WETWELLELECTRICALPLAN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAWET WELL ELECTRICAL PLAN AND SECTION10678.00144E-6MHBBCLBCL03/2026 RECORD DRAWINGSMARCH 2026GENERAL NOTESA.THERE ARE 5 FLOAT SWITCHES IN THE WET WELL. 3 OF THEM ARE FORMONITORING, ALARMS, AND SCADA BACK-UP FLOAT MODE CONTROL.THE OTHER 2 ARE HARDWIRED FLOATS TO RUN A PUMP AT FULL SPEEDSHOULD THE CONTROLS SYSTEM FAIL. THE 2 FLOATS FOR HARD WIREDBACK-UP OPERATION ARE LABELED LSHH-100-2-1 AND LSLL-100-2-2.B.** SUPPLIED BY DIVISION 43SUPPLIED BY DIVISION 40A-A-SECTIONSCALE: 1/2" = 1'-0"LSHH100-2-1LSHH100-1-4ONLE100-1-BTS100-1-3**TS100-1-2**TS100-1-1**NS100-1-3**NS100-1-2**NS100-1-1**PUMP TEMPERATURE AND MOISTURESTAINLESS STEEL CABLEHANGER RACK2" PVC CONDUIT STILLINGWELL (TYP OF 2)SST STRAPS (TYP)LSHH101-1-4LSHH100-2-1ONLSLL100-2-2LSLL100-1-2OFFLE100-1-ALE100-1-B12"HOLES IN STILLING WELL FROMBOTTOM TO 3' ABOVE 15" GRAVITYSEWER INVERT. (TYP)SS BOLT TO HOLD TRANSDUCERSECURE PUMP CABLES PERMFR RECOMMENDATIONSLE100-1-ALSLL100-2-2OFFLSLL100-1-2TS/NS100-1-3TS/NS100-1-2TS/NS100-1-1100-1-1PUMP******100-1-2PUMP100-1-3PUMPBACK-UP FLOAT SWITCHESFLOAT SWITCHESLEVEL SIGNALS / PUMPMONITORING SIGNALSPUMP POWER FEEDERSNEMA 7AREACLASS I DIV IIEXPLOSION AREALSH101-1-31-WET WELL ELECTRICAL PLANSCALE: 1/2" = 1'-0"LSH100-1-3 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-7_ONE_LINE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAONE-LINE DIAGRAM10678.00145E-7JACBCLBCL03/2026 RECORD DRAWINGSMARCH 2026UTILITYXFMRMGVFD20A36.5VFD110A360VFD110A360566999WETWELLDUTY PUMPP-100-1-1LEAD PUMPP-100-1-2LAG PUMPP-100-1-3******4321CT ENCLOSUREAND METERNEMA 12, 400A, 3-POLE, 480/277V, 3PH, 60HZ, 42KAICAUTOMATIC TRANSFER SWITCH WITH OPENTRANSITION AND BYPASSRELOCATED EXST100KW, DIESELGENERATORMOTOR CONTROL CENTER,MCC-0140A2RELOCATED 10KVA, ,480V-120/240V, 1ɸ, 3W, 60HZCOMBO STEP DOWN XFMR,AND LOAD PANEL, LP-017LP-0142 kAIC, 600A, 480/277V, 3ɸ, 4W, 60HZGENERAL NOTESA.COORDINATE ALL FINAL POWER FEEDERS AND CONTROLCONDUCTORS WITH EQUIPMENT PROVIDED AT TIME OFINSTALLATION.B.BOND NEUTRAL TO GROUND ONLY AT THE SE RATE ATS.GENERATOR SHOULD NOT HAVE A NEUTRAL TO GROUNDCONNECTION.KEY NOTESCOORDINATE UTILITY FEED WITH UTILITY PROVIDED.CONTRACTOR TO PROVIDE PRIMARY CONDUIT ANDTRANSFORMER PAD PER UTILITIES SPECIFICATIONS.COMBINE LEVEL DISPLAY AND BACK-UP FLOAT PANEL IN ONEJUNCTION BOX. SELECTOR SWITCH WILL ALLOW OWNER TODECIDE WHETHER THE LEAD OR LAG PUMP IS CONNECTED TOTHE BACK-UP FLOAT MODE.IN THE BACK-UP FLOAT MODE THE ON/OFF FLOAT SWITCHESTURN ON A SPECIFIC PUMP WITHOUT ANY SCADA SYSTEMINPUT.COMBINE FLOAT SIGNALS AT WET WELL.COMBINE LEVEL AND PUMP MONITORING SIGNALS AT WETWELL.RECONNECT ATS AND GENERATOR SIGNALS TO SCADA PANEL,NOR-101, AFTER RELOCATION OF GENERATOR.11UTILITY, (2) 3"C BY CONTRACTOR22 (4 #3/0, 2"C) THHN / THWN3(4 #3/0, 1 #1/0 GND, 2"C) THHN / THWN4567G1ALL CONDUCTORS TO BE COPPERFEEDER SCHEDULE2 (4 #3/0, 1 #2 GND, 2"C) THHN / THWN(3 #2, 3 #10 GND, 2"C) 2000V, FLEXIBLE VFD CABLE, RHH / RHW-2(2 #6, 1 #10 GND, 1"C) THHN / THWN)(#2/0 GND TO UFER, 1"C)(3 #12, 3 #12 GND, 1.5"C) 2000V, FLEXIBLE VFD CABLE, RHH / RHW-2BYPASSEXST SCADA PLC, NOR-101ATSGENC1C2C3C4C5(4#14,34"C)(1#16 TSP, 34"C)(8#14,34"C)(12#14, 1"C)(2#14, 34"C)C2C3C4LIT100-1-ALIT100-1-BLSHH100-1-2LSLL100-1-3TS/NS100-1-1FIT100-1-1FIT100-1-2TIT100AIR GAP PANEL W/TERMINAL BLOCKS,JB-101WET WELLCONTROL DIAGRAMSCALE: N.T.S.ONE-LINE DIAGRAMSCALE: N.T.S.AIR GAP PANELW/ TERMINALBLOCKS, JB-101UNCLASSIFIEDCLASS 1,DIV. 1 AREA1.FOR CIRCUITS WITH PARALLEL CONDUCTORS, INCREASE THEEQUIPMENT GROUNDING CONDUCTOR SIZE AS REQUIRED INNEC 250-122.2.(DISCRETE) CONTROL CONDUCTORS ARE ALLOWED TO ROUTEIN SAME CONDUIT WITH POWER CONDUCTORS OR CABLEWHERE THE POWER CONDUCTORS ARE LESS THAN OR EQUALTO #8 AWG AND BOTH MUST HOMERUN TO THE SAME PANEL,UNLESS OTHERWISE NOTED ON THE DRAWINGS. MAXIMUMNUMBER OF COMBINED CONDUCTORS IN SAME CONDUIT - (8)CONTROL CONDUCTORS AND (4) POWER CONDUCTORS #8AWG OR LESS. OTHERWISE, PROVIDE A SEPARATE CONDUITFOR CONTROL CONDUCTORS ONLY. SIZE CONDUIT PERNATIONAL ELECTRICAL CODE REQUIREMENTS.3.WHERE ONLY CONTROL OR INSTRUMENTATION WIRING ANDNO POWER IS INDICATED, PROVIDE CONDUIT.4.ANY CIRCUIT NOT IDENTIFIED WITH A MARK NUMBER ORDESCRIPTIVE NOTE IS A BRANCH CIRCUIT REQUIRING 2 OR3#12, 1#12 GND, 3/4" CONDUIT.5.INCREASING THE SIZE OF CONDUIT IS ACCEPTABLE TO ALLOWFOR INCREASED DIAMETER AND EASE OF INSTALLATION.DECREASING THE SIZE OF CONDUIT FROM THIS TABLE IS NOTACCEPTABLE.6.SIZING OF FEEDERS IS BASED ON TABLE 1, CHAPTER 9 OFTHE NEC AND IS FOR THHN/THWN CONDUCTORS IN SCHEDULE80 PVC CONDUIT.7.PROVIDE SHIELDED VFD POWER CONDUCTORS PER DIVISION26 SPECIFICATIONS.CONDUIT AND CABLE NOTES:TS/NS100-1-2C1TS/NS100-1-3LSHH100-2-1LSLL10-2-2TOUCH SAFE TERMINAL BLOCKS(TYP)C3C1C6LEVEL DISPLAY ANDBACK- UP FLOATJUNCTION BOXC2C2C2VFD 3VFD 2400A31SPACEC2C1C1UNCLASSIFIEDCLASS 1,DIV. 1 AREATOUCH SAFE POWERDISTRIBUTION BLOCKS(TYP)C5C5C5C5C5C5C5C5C5C2C211.2FTLEVELP#2P#32323G2(#2 GND TO EXST BUILDING GND, 1"C)G2NGTO EXST BUILDINGGROUND AND PIPING200A3C6(2#16 TSP, 34"C)20A3EXSTHEATER88(3 #12, 1 #12 GND, 34"C) THHN / THWN)45634456400A3NEMA 3R, 400A, 3-POLE, 480/277V, 3PH, 60HZ, 42KAICRATED, SERVICE ENTRANCE RATED FUSEDDISCONNECT SWITCH, SW-01G1NG29(MFR CABLE, 2"C) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-8_ELECTRICALDETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL DETAILS10678.00146E-8MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 20261E-3, E-5AIR GAP PANEL DETAILSCALE: N.T.S.EXTERIOR ENCLOSURE SHALLBE LOCKABLE ANDLISTED/LABELED TO UL508A.NEMA 4X JUNCTION BOX.STAINLESS STEEL24"x24"x10" UL50, NEMA4X JUNCTION BOXLOCKABLE HANDLENEMA 7 SEALEDCABLE GLANDSCABLES FROMWET WELLCONDUIT W/BUSHING ENDSNEMA 7 SEALED CABLEGLANDSSTAINLESS STEELAIR GAPPVC SCH 80, (TYP)RGS SWEEP, (TYP)JBOX BACK PLATETOUCH-SAFEPOWER ANDCONTROLSTERMINALSRAILAIR GAPPANELBUILDING WALLCONCRETE PADBUILDING FOOTINGSHROUDNGATS-01#2CONCRETE SLABFOOTINGUFER GNDWATER PIPE/PROCESS PIPE#2/0 CU GROUNDING CONDUCTOR TIEDTO A MINIMUM 20FT, #5 A36 ROD. JOINTSHALL BE MADE BY EXOTHERMICWELDING PROCESS. LOCATED BELOWATS-01. WIRE TIE TO STRUCTURAL REBARIN FOOTING.REBAR (TYP)PREMISEGAS PIPE#4#2/0NUTILITY TRANSFORMER#2EQUIPMENTGROUND TOMCC-01CONCRETE PADNOTE:A.TERMINAL BLOCKS: WEIDMULLER 1037720000 OR SIMILAR FOR EACH TYPE OFDISCRETE OR ANALOG SIGNAL.B.1000V POWER DISTRIBUTION BLOCKS: MERSEN MPDB SERIES WITH OPTIONALSAFETY COVER OR EQUAL RATED FOR 125% OF MOTOR CURRENT.C.CONTRACTOR MAY REUSE EXISTING PANEL. IF IT IS REUSED, THE CONTRACTORMUST UPGRADE THE NUMBER AND TYPE OF TERMINAL BLOCKS TO MATCH NEWPUMPS AND CONTROLS.PUMP 3PUMP 2BACK-UP PUMPSELECTOR SWITCHAB800HXOOOOXRB134RB234RB118VFD 2 (V+)VFD 2 (DI7)VFD 3 (DI7)VFD 3 (V+)RB218RB134RB234LEVEL SIGNALFROM NOR-101120VAC FROMNOR-101NEUTRALFROM NOR-101LEVELDISPLAYLSHH100-2-1LSLL100-2-2NOTE:A.VFD INPUTS SHALL BE PROGRAMMED TO OPERATE RESPECTIVEVFD AT FULL SPEED TO DRAW DOWN THE WETWELL IN BACK-UPMODE.B.LSHH-100-2-1 AND LSLL-100-2-2 CLOSE ON RISING LEVEL AND OPENON FALLING LEVEL. INTRINSICALLY SAFE BARRIER NOT SHOWNABOVE.C.SELECTOR SWITCH ALLOWS OWNER TO SET EITHER PUMP #2(LEAD) OR PUMP #3 (LAG) TO BE THE BACK-UP MODE PUMP.D.PROVIDE A REDLION PAXLA000 OR EQUAL PROCESS METER TOSHOW CURRENT WET WELL LEVEL. WET WELL LEVEL TO BETRANSMITTED FROM SCADA PANEL, NOR-101, TO THE LEVELDISPLAY. PROVIDE ALL PANEL MOUNT ACCESSORIES AS NEEDED.E.PROVIDE NEMA 3R JUNCTION BOX, DIN RAIL, TERMINAL BLOCKS,RELAYS, TERMINATIONS, ETC FOR A COMPLETE SYSTEM. ISOLATEFLOAT SWITCHES USING AN INTRINSICALLY SAFE BARRIER. PANELTO MEET ALL UL 508A REQUIREMENTS.WETWELL LEVELSEE E-13SEE E-13NGSW-012E-5GROUNDING AND BONDING RISER DETAILSCALE: N.T.S.3E-5, E-13LEVEL DISPLAY AND BACK-UP PUMP MODE DETAILSCALE: N.T.S.24"(MIN) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-9_ELECTRICAL_SCHEDULES.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAELECTRICAL SCHEDULES10678.00147E-9MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026LUMINAIRE SCHEDULE KEY NOTES:LUMINAIRE MOUNTING HEIGHTS ARE THE PREFERRED LEVEL OF FEET ABOVE FINISHED FLOOR (AFF). MOUNTING HEIGHTS/LOCATIONS SHALL BEFIELD ADJUSTED AS PRACTICAL TO AVOID INTERFERENCES WITH PIPING, HVAC EQUIPMENT, DUCTWORK, MONORAIL, BRIDGE CRANE, ETC.TYPE E1 FIXTURES MOUNTED ON BUILDING WALLS WILL BE CONTROLLED BY A UNIT MOUNTED INTEGRAL PHOTO CELL. LUMINAIRE SCHEDULETYPELAMPSDESCRIPTIONSMANUFACTURERCATALOG NO. OR SERIESMOUNTING/VOLTAGEE114W LEDWALL MOUNTED LED FOR GENERAL ILLUMINATION, DIE CAST ALUMINUM WEATHER RESISTANT HOUSING,PRECISION MOLDED ACRYLIC LENS, CONSTANT CURRENT, CLASS 2 DRIVER, 4500 CCT, 1800 LUMENS,DELIVERING 120 LUMENS PER WATT LED, 120-277VAC, 60HZ, INTEGRAL BUTTON PHOTOCELL.ATLASOR EQUALWPS13LEDPMWALL MOUNT/10FT AFGU.O.N.F1 & (F1E)48W LEDENCLOSED & GASKETED INDUSTRIAL LED, IMPACT RESISTANT INJECTION MOLDED ACRYLIC LENS,DURABLE COMPOSITE HOUSING, WITH CLASS 2, CONSTANT CURRENT DRIVER, 4100K CCT, 5500LUMENS, WITH THD<10%, 120-277VAC, 60 Hz.ATLASOR EQUALILW48LED4DADD (EB) FOR FIXTURE F1ESURFACE/CHAIN/ 120V12FT AFFEX1(2) 1.5W LEDLED COMBO EXIT SIGN W/ TWIN LED LAMP HEADS, THERMOPLASTIC HOUSING, 90 MINUTE RUN TIMELITHONIAOR EQUALLH QM LED R HO SD WALL120V1221 TYPICALSUBMERSIBLE LEVELTRANSMITTERAIR GAP PANELCONTINUEDSHLDLT+-TIT2314TYPICAL BUILDINGTEMPERATURETRANSMITTERFIELD OR AS NOTEDCONTROL PANEL1 CHANNEL ANALOGIS BARRIERISBX04PR ELECTRONICS5104BB2A- 42+ 44EX AREA31 -PWR33 +13 +11 -FUXXX13120VAC24VACSHLD4FUXXXFITLN+-TYPICAL MAGNETICFLOW TRANSMITTERSHLDI in 0+V/I in 0-ANLG COM0/1/0AI:1/0AITYPICAL WET WELL LEVEL(APPLICABLE TO LE-100-1-AAND LE-100-1-B)I in 1+V/I in 1-ANLG COM0/1/1AI:1/1AITYPICAL TEMPERATURETRANSMITTER(APPLICABLE TO TIT-101 ANDTIT-110)I in 2+V/I in 2-ANLG COM0/1/2AI:1/2AITYPICAL FLOW METER(APPLICABLE TO FIT-100-1-1AND FIT 100-1-2)X01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39640X01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X396404N24VAC120VAC1A1/4AVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-10_EXST_ANALOG_INSTR.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANATYPICAL ANALOG INSTRUMENTS WIRING10678.00148E-10MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026RECORD DRAWINGS NOTEA.UPDATE ALL SCADA PANEL, NOR-101, WIRING DRAWINGS TO MATCHAS-BUILT CONDITIONS. WRITE SUPERCEDED ON ANY PREVIOUSDRAWINGS THAT ARE NO LONGER APPLICABLE TO THIS PROJECT.GENERAL NOTESA.ADJUST WIRING AS NECESSARY FOR ACTUAL EQUIPMENTINSTALLED ON THIS PROJECT. VERIFY EXACT INPUTS ANDOUTPUTS IN THE FIELD. I/O SHOWN IS FROM PREVIOUS PROJECTDOCUMENTS AND MAY NEED TO CHANGE FOR THIS PROJECT.B.LOGIC SHOWN ADAPTED FROM IPS PROJECT 2146, NORTON RANCHLS IMPROVEMENTS NOR-101 PROJECT DRAWINGS. FIELD VERIFYAND ADJUST TO EXISTING CONDITIONS FOR A COMPLETEOPERATIONAL SYSTEM. LSHH-100-1-3FLOAT SWITCHBLKWHTGNDAIR GAP PANELCONTINUEDCONTINUED TO 801BLKWHTGNDGNDGNDGNDGNDFIELD OR AS NOTEDCONTROL PANEL41425152CH2CH1PR ELECTRONICS5202B2EX-AREAPWR33 +31 -111213212223FUXXX1A13120VAC24VACX01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39740X01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39740IN 20/2/2DI:2/2DIHIGH HIGH LEVELFLOATIN 30/2/3DI:2/3DIHIGH LEVELFLOATOUT 40/4/4DO:4/4DOLOW LEVEL CUT OFFA2RJ2S-CL-A120CR70518A2RTE-P2AF20ON DELAY21065HIGH HIGH FLOATFM RELAYSHIGH HIGH LEVELRELAYNO 719NCA4IDECRU4S-C-A110CR7151413A4IDECRU4S-C-A110CR7171413A2RJ2S-CL-A120CR71918NO 719NCFLOAT MODEPUMPS REQUIREDNO 810,910,1010NCFM PUMPS STOPDELAYNO 728NCFLOAT MODEPUMPS REQUIREDNO 813,913,1013NCA4IDECRU4S-C-A110CR7241413A2RTE-P2AF20OFF DELAYTD72721065CR71934LOW LEVEL CUT OFFNO 809,909,1009NCNONC4N24VAC120VACON DELAY119OFF DELAY119SJ2S-05BWSY4S-05LSH-100-1-3FLOAT SWITCHLSHH-100-2-1FLOAT SWITCHBLKWHTGNDAIR GAP PANELCONTINUEDCONTINUEDBLKWHTGNDGNDGNDGNDGND41425152CH2CH12 CHANNEL DISCRETEIS BARRIERPR ELECTRONICS5202B2EX-AREAPWR33 +31 -111213212223FUXXX1ALSLL-100-2-2FLOAT SWITCHSEE E-8SEE E-8LSLL-100-1-2FLOAT SWITCHBLKWHTGNDAIR GAP PANELCONTINUEDGNDGND41425152CH2CH1PR ELECTRONICS5202B2EX-AREAPWR33 +31 -111213212223FUXXX1A2 CHANNEL DISCRETEIS BARRIER2 CHANNEL DISCRETEIS BARRIERIN 150/3/15DI:3/15DILOW LEVELFLOATVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-11_EXST_FLOAT_MODE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASCADA FLOAT MODE CONTROL WIRING10678.00149E-11MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026RECORD DRAWINGS NOTEA.UPDATE ALL SCADA PANEL, NOR-101, WIRING DRAWINGS TO MATCHAS-BUILT CONDITIONS. WRITE SUPERCEDED ON ANY PREVIOUSDRAWINGS THAT ARE NO LONGER APPLICABLE TO THIS PROJECT.GENERAL NOTESA.ADJUST WIRING AS NECESSARY FOR ACTUAL EQUIPMENTINSTALLED ON THIS PROJECT. VERIFY EXACT INPUTS ANDOUTPUTS IN THE FIELD. I/O SHOWN IS FROM PREVIOUS PROJECTDOCUMENTS AND MAY NEED TO CHANGE FOR THIS PROJECT.B.LOGIC SHOWN ADAPTED FROM IPS PROJECT 2146, NORTON RANCHLS IMPROVEMENTS NOR-101 PROJECT DRAWINGS. FIELD VERIFYAND ADJUST TO EXISTING CONDITIONS FOR A COMPLETEOPERATIONAL SYSTEM.C.LOGIC SHOWN IN CONTROL PANEL ON THIS SHEET IS FOREXISTING SCADA BACK-UP FLOAT MODE CONTROL, ADJUST ASNECESSARY TO UPDATE SYSTEM. 6.5 HP480 VAC8.2 FLA3440 RPMPUMP 1AIR GAP PANELCONTINUEDTCI V1K16A00DV/DT FILTER DVDT802OR EQUAL16AA2B2C2A1B1C1802803804MCC MOUNTED VFD10 HP17 FLAU/T1V/T2W/T3PER/L1S/L2T/L3PE4N24VAC120VACX01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39840X01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39840MCC SECTIONEXISTING CONTROL PANEL1324VAC120VAC(RUN ENABLE) 01(START/RUN FWD) 02(RUN PRESET SPEED 1) 03(DIG COM) 0405(SELECT SPEED 4-20mA) 06(DI7) 07(DI8) 08(+24V DC) 11(+10V DC) 12(0-10V IN) 13(ANALOG COM) 14(4-20mA INPUT) 15(ANALOG OUTPUT) 16(N.O.) 17(COM) 19(COM) 19(N.C.) 18VOLTAGE INPUTANALOG INPUTANALOG OUTPUTHIMHIMXXXOUT 10/4/1DO:4/1DOPUMP 1 REQUIREDA2IDECRJ2S-CL-A120CR80418PUMP 1 REQUIREDNO 811,828NCSJ2S-05BWCAT6PUMP 1to ENETCONTINUEDto PUMP MONITORS, E-13to PUMP MONITORS, E-13MOTOR SEAL FAILANDTEMPERATURE SENSORFIELD OR AS NOTEDto X28from X31AUTOHANDPUMP 1SSXXXOFFAB800H-JR2BOOXXOOOOXOOXXOOFUXXX1ACR72491LOW LEVEL CUTOFFCR80434PUMP 1 REQUIREDCR71595FLOAT MODEPUMPS REQUIREDCR71734FLOAT MODEPUMPS REQUIREDIN 40/2/4DI:2/4DIPUMP 1LOCAL IN AUTOIN 50/2/5DI:2/5DIPUMP 1LOCAL IN HAND1880390000FU8191AIN 50/3/5DI:3/5DIPUMP 1VFD RUNNINGIN 60/3/6DI:3/6DIPUMP 1VFD FAILI out 0+0/5/0AO:5/0AOPUMP 1SPEED COMMANDANLG COMSHLDSHLDSHLDSHLDCR80465PUMP 1 REQUIRED819817from X14to X17NNNNA2PUMP 1 RUNNINGCR82918SJ2S-05BWX37X40NONC1037720000817FUXXX1AI in 0+0/7/0AI:7/0AISPEED FEEDBACKV/I in 0-ANLG COMCR82934PUMP 1 RUNNINGCR82932PUMP 1 RUNNINGRL2B1A3PUMP 1 OFFLTXXXGL2B1A3PUMP 1 ONLTXXXMCC BUS20Ato E-8FLOAT RUNto E-8FLOAT RUNOTHER VFD RATINGS:VFD PUMP #2 - 60HP, 96 FLA, 125A CB.VFD PUMP #3 - 60HP, 96 FLA, 125A CB.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-12_TYP_PUMP_WIRING.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANATYPICAL PUMP WIRING10678.00150E-12MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026RECORD DRAWINGS NOTEA.UPDATE ALL SCADA PANEL, NOT-101, WIRING DRAWINGS TO MATCHAS-BUILT CONDITIONS. WRITE SUPERCEDED ON ANY PREVIOUSDRAWINGS THAT ARE NO LONGER APPLICABLE TO THIS PROJECT.GENERAL NOTESA.ADJUST WIRING AS NECESSARY FOR ACTUAL EQUIPMENTINSTALLED ON THIS PROJECT.B.LOGIC SHOWN ADAPTED FROM IPS PROJECT 2146, NORTON RANCHLS IMPROVEMENTS NOR-101 PROJECT DRAWINGS. FIELD VERIFYAND ADJUST TO EXISTING CONDITIONS FOR A COMPLETEOPERATIONAL SYSTEM.C.FOR LARGER MOTORS (60HP) PROVIDE 1000V, 150A RATED POWERDISTRIBUTION BLOCKS INSTEAD OF TERMINAL BLOCKS.D.PUMP 1 WIRING SHOWN, ADJUST AS NECESSARY FOR PUMPS 2AND 3. 4N24VAC120VACX01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39940X01X02X03X04X05X06X07X08X09X10X11X12X13X14X15X16X17X18X19X20X21X22X23X24X25X26X27X28X29X30X31X32X33X34X35X36X37X38X39940from E-12from E-1213120VAC24VACFUXXXCONTROL PANELFIELD OR AS NOTEDSF902FLYGT14-40 71 296 (120VAC)2 (24VAC/VDC)7+5-1012VDCOVERTEMP314LEAKAGE8119IN 110/2/11DI:2/11DIIN 100/2/10DI:2/10DITYPICAL PUMPSUBMERSIBLE PUMPMONITORING MODULEFLYGT MINICAS(APPLICABLE TO ALL 3PUMPS, WIRE EACHINDIVIDUALLY AS SHOWNHERE)TYPICALPUMP OVERTEMPTYPICALPUMP SEAL FAILFU912I out 3+0/5/3AO:5/3AOTYPICALLEVEL DISPLAYANLG COMANALOG LEVEL DISPLAYLITRED LIONPAXLA002716PWRETM1010000000SHLD1037720000103772000010377200001037720000103772000010377200001010000000SHLD10377200004103772000041A1AFUXXX1A10377200001037720000GENERATORVERIFYTERMINALS103772000010377200001037720000IN 10/3/1DI:3/1DIIN 20/3/2DI:3/2DIFUXXX1A10377200001037720000ATSVERIFYTERMINALS1037720000IN 40/3/4DI:3/4DI1037720000IN 30/3/3DI:3/3DIGENERATOR LOWBATTERY VOLTAGE(FROM GENERATOR)GENERATOR RUNNING(FROM GENERATOR)ATS IN GENERATORPOSITION (FROM ATS)ATS IN GENERATORPOSITION (FROM ATS)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-13_EXST_PUMP_MONITORS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAPUMP MONITORING AND LEVEL DISPLAY CONTROL WIRING10678.00151E-13MBHBCLBCL03/2026 RECORD DRAWINGSMARCH 2026RECORD DRAWINGS NOTEA.UPDATE ALL SCADA PANEL, NOR-101, WIRING DRAWINGS TO MATCHAS-BUILT CONDITIONS. WRITE SUPERCEDED ON ANY PREVIOUSDRAWINGS THAT ARE NO LONGER APPLICABLE TO THIS PROJECT.GENERAL NOTESA.ADJUST WIRING AS NECESSARY FOR ACTUAL EQUIPMENTINSTALLED ON THIS PROJECT. VERIFY EXACT INPUTS ANDOUTPUTS IN THE FIELD. I/O SHOWN IS FROM PREVIOUS PROJECTDOCUMENTS AND MAY NEED TO CHANGE FOR THIS PROJECT.B.LOGIC SHOWN ADAPTED FROM IPS PROJECT 2146, NORTON RANCHLS IMPROVEMENTS NOR-101 PROJECT DRAWINGS. FIELD VERIFYAND ADJUST TO EXISTING CONDITIONS FOR A COMPLETEOPERATIONAL SYSTEM.3E-811KEY NOTESSEE DETAIL FOR ADDITIONAL INFORMATION. GISSGISSP SSSSSSXXXXS BP BP BP BP BP BP BP BP BP BP BP BPS 15S15S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S BP BP BP BP BP BP BP BP BP BP BP BP SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXBPBPBPBPBPBP BP BPBPBPBPBP S2°11'57"W 54.99'S89°31'21"W 117.30'S87°48'03"E 120.00'N0°28'39"W 60.54'0.10.20.61.74.05.12.81.00.30.10.10.20.41.01.92.31.50.70.30.10.10.20.40.60.70.50.30.10.10.10.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\7-ELECTRICAL\E-14_PHOTOMETRICS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAPHOTOMETRIC SITE PLAN10678.00152E-14JGJGBCL03/2026 612360SCALE IN FEETRECORD DRAWINGSMARCH 2026NEW GENERATOR ROOM,SEE E-5WETWELL,SEE E-6NEW UTILITY TRANSFORMERPHOTOMETRIC CALCULATION NUMERIC SUMMARYLABELCALC TYPEUNITSAVGMAXMINAVG/MINMAX/MINDAVIS LN & TURNROW TRLINTERSECTIONILLUMINANCEFC0.795.10.17.951.0ISOLINESFC3.01.00.50.2PROPERTY LINE (TYP.)PROPOSED LIGHTFIXTUREVAUGHN DRIVELAUREL PARKWAY P-100-1-1P-100-1-2P-100-1-3****LSHH100-1-4LSH100-1-3DUTY PUMPLAG PUMP 1LAG PUMP 2FE101-1FIT101-1ARV-100-1SSTO EXISTING 6"FORCE MAINMTU/RTU-100ELECTRICALCONTROLSPROCESSSSSSTIT101TE10115" GRAVITYSEWER INFLUENT100-1-4LSHHHIGH-HIGH LEVELALARM100-1-3LSHLOW-LOW LEVELALARM100-1LALLOW LEVELALARM100-1LAHHIGH LEVELALARM100-1LIRLEVELYL100-1-1**RUNYA100-1-1FAILKQI100-1-1ETMHS100-1-1RESETSIC100-1-1VFDHS100-1-1HOALEVEL DISPLAY ANDBACK-UP FLOAT PUMPSELECTORYL100-1-XRUNYA100-1-XFAILKQI100-1-XETMHS100-1-XRESETSIC100-1-XVFDHS100-1-XHOAVFD 100-1-2/ VFD 100-1-3100-1-1HSALARM ACK/RESET 100-1-1HSSEQUENCING 100-1-1SICSPEED CONTROL 100-1-1HSLEVEL SET POINTS 100-1-1YLHOA STATUS 100-1-1SIR% SPEED 100-1-1YLRUN 100-1-1YAFAIL 100-1-1IIRCURRENT 100-1-1KQIETM 100-1-XHSALARM ACK/RESET 100-1-XHSSEQUENCING 100-1-XSICSPEED CONTROL 100-1-XHSLEVEL SET POINTS 100-1-XYLHOA STATUS 100-1-XSIR% SPEED 100-1-XYLRUN 100-1-XYAFAIL 100-1-XIIRCURRENT 100-1-XKQIETMSI100-1-1%SPEEDSI100-1-X%SPEED100-XFIR100TIR(2)TS100-1-1**NS100-1-1SEAL**TS100-1-2**NS100-1-2SEAL**TS100-1-3**NS100-1-3SEAL**ETHERNET ANDHARDWIREDFLOW ROOM TEMPASASASWET WELLFE101-2FIT101-2MANIFOLD ROOMLSHH100-2-1LSLL100-2-2GENERATOR ROOMTIT110TE110(2)YL111-1-XRUNYL111-1-XFAILLS111-1-XFUELLOWGENERATORLS111-1-XBATT.LOWHS111-1-XALARMACKATSZS112-1-XNORMALZS112-1-XEXST. BYPASSCONNECTION60N.C.N.C.606.5LE100-1-ALE100-1-BTO NEW 8"FORCE MAINSSARV-100-2SSSSLSLL100-1-2100-1-2LSLLLOW-LOW LEVELALARM 111YLGEN. RUNNINGLI100-1NORMALHS100-1BACK-UPPUMP #111YLGEN. FAIL 111YLGEN. FUEL LOW 111YLGEN. BATT. LOW 112YLATS NORMAL 112YLATS GENERATOR(2)(2)(2)(2)(2)(2)(2)(2)(2)(2)ZS110110YLENTRYEXSTEXSTLS412EXSTENTRYENTRY GENERATOR(2)ETHERNET ANDHARDWIREDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\8-PROCESS&INSTRUMENTATION\I-1_LIFTSTATIONP&ID.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANALIFT STATION PROCESS AND INSTRUMENTATION DIAGRAM10678.00153I-1KJSLRHLRH03/2026 RECORD DRAWINGSMARCH 2026DIVISION 40 00 00DIVISION 43 00 00**LEGENDEXISTINGPROPOSEDNORMALLY CLOSED**N.C. PRECAST BASE UNLESSOTHERWISE APPROVED BYCITY. MINIMUM THICKNESS IS 6".FLEXIBLE GASKETED JOINT(TYPICAL FOR PRECASTBASES - SEE DETAIL)PRECAST REINFORCED CONCRETE MANHOLERISER AND ECCENTRIC CONE TOP MANUFACTUREDIN ACCORDANCE WITH ASTM C-478.FRAME AND COVER TO BE D&L A-1178, EJIW3771/ 3772 SERIES, OR APPROVED EQUAL.COVERS SHALL HAVE TWO 1" PICK HOLES.MANHOLE STEPSUNIFORMLY SPACED,16" MAX ON CENTERADJUSTABLE RINGS,2" MIN., 12" MAX.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING & TOP SECTION, AND AROUNDSEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE"RAM-NEK" OR EQUAL FOR ALL JOINTS EXCEPTBETWEEN SEWER PIPE AND MANHOLE.2.STORM DRAIN MANHOLES SHALL NOT HAVEFORMED CHANNELS AND THE LOWEST PIPEINVERT SHALL BE 9" HIGHER THAN BOTTOM OFMANHOLE.CHANNEL = DIA. OF PIPESLOPE AT 1"PER FOOTCHANNEL TOFULL PIPEDEPTHRADIUS OFMANHOLE5'-10" DIA.(MIN.)4'-0"(MIN.)2'-0"SHELF-SLOPE 1"PER FOOT TOWARDCHANNEL. SEECHANNEL DETAIL.7"4'-0"VARIABLE12" MAX. (TYPICAL FOR POURED-IN-PLACE BASES)DIA. OFSEWER PIPEAASECTION A - ASTEPS SHALL BE ALIGNED WITHMANHOLE BENCH UNLESSOTHERWISE APPROVED.FRAME AND COVERCHANNELBENCHPLAN VIEWCLSECTION A - AAAFLAT SLAB COVERMANHOLESTEPSUNIFORMLYSPACED, 16"MAX ONCENTERPRECAST REINFORCED CONCRETEMANHOLE RISER AND COVERMANUFACTURED IN ACCORDANCEWITH ASTM C-478.CUTOUTSASREQUIREDPRECAST BASE UNLESSOTHERWISE APPROVEDBY CITY. MIN.THICKNESS IS 6".SLOPE AT 1"PER FOOT.CHANNEL TOFULL PIPEDEPTH.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS,MANHOLE RING & TOP SECTION, ANDAROUND SEWER PIPE INTO MANHOLESHALL BE WATER-TIGHT. JOINTINGMATERIAL SHALL BE "RAM-NEK" OR EQUALFOR ALL JOINTS EXCEPT BETWEEN SEWERPIPE AND MANHOLE WALL.2.STORM DRAIN MANHOLES SHALL NOT HAVEFORMED CHANNELS AND THE LOWEST PIPEINVERT SHALL BE 9" HIGHER THAN BOTTOMOF MANHOLE.RADIUSOFMANHOLEDIA. OF SEWER PIPECHANNEL = DIA. OF PIPEADJUSTABLERINGS2" MIN., 12"MAX.AS REQUIRED USING VARIABLE LENGTH SECTIONS)AS REQUIRED24" OR27"OPENINGNOTE: ALL JOINTS BETWEEN MANHOLESECTIONS, MANHOLE RING & TOP SECTION,AND AROUND SEWER PIPE INTO MANHOLESHALL BE WATER-TIGHT. JOINTING MATERIALSHALL BE "RAM-NEK" OR EQUAL FOR ALLJOINTS EXCEPT BETWEEN SEWER PIPE ANDMANHOLE WALL.FRAME AND COVER TO BE D & LA-1178, EJIW 3371 / 3372 SERIES,OR APPROVED EQUAL. COVERSSHALL HAVE TWO 1" PICK HOLES.STEPS SHALL BEALIGNED WITHMANHOLE BENCHUNLESS OTHERWISEAPPROVED.FRAME AND COVERCHANNELBENCHPLAN VIEWTOP OF PIPE MAY NOTEXTEND PAST INSIDEWALL OF MANHOLE. IFNECESSARY TOP HALFOF PIPE MAY BETRIMMED OFF SMOOTH.(8" DIAMETER ONLY)PRE-CAST CHANNELFLOWLINEGROUT INVERT TO SPRINGLINEOF PIPE IF GAP BETWEEN PIPEAND CHANNEL IS GREATERTHAN 1/8".1/8" BELOW TOP OF NEWPAVEMENT SURFACEHEAVY DUTY MONUMENT BOX,SIMILAR TO CAIRD ENG. NO 50608-1STREET PAVING & GRAVEL ASREQUIREDSEAL JOINT WITH RAM-NEK8" X 3' ROUND CONCRETE SLABSLIP HUB TO THREADED ADAPTORTHREADED PLUGFROSTEXPANSIONSLEEVECLEANOUT PIPE, 8" PVCNON-SHRINK BACKFILL45°1/8 BENDEND OFTRENCHEND OF LINECLEANOUT IFREQUIRED USEPLUG3' MIN.TYPE 1 PIPE BEDDING PLACED IN 6" MAX.LAYERS AND COMPACTED THOROUGHLYEXISTING STREET SURFACEVERTICAL TRENCH WALLS WITH SHORINGTO CONFORM THE O.S.H.A. REGULATIONS6"SELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS AND COMPACTEDAS SPECIFIED IN SECTION 02221TRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"NOTES:A.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIIMUM OF 12" FROM THEEDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVEAND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.B.WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42' DEPTH OF BURY.C.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES.D.EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.TYPE 2 PIPE BEDDING WHERE REQUIREDFOR SOFT AND UNSTABLE FOUNDATIONSLOPING, BENCHING ORSUPPORT SYSTEMS INTHIS AREA TO CONFORMTO O.S.H.A. REGULATIONS12" MIN.SUBGRADE ORGROUND SURFACEINSTALL DETECTABLE WARNINGTAPE 18" MIN, 24" MAX. DEPTH 14- TYPICAL UTILITY WITH TRACER WIRE TRENCH DETAILSCALE: NTSTYPE "A", "B", OR "C" BACKFILL.FLOWABLE FILL SHALL BE USEDIN COLLECTOR AND ARTERIALSTREETS (SEE DETAIL 02221-1A).FORCE MAIN ONLY - INSTALL 12 AWGTRACER WIRE. SECURE EVERY 5' TO MAIN 21 THE WARNING TAPE SHALL INDICATE THE TYPE OF UTILITYAND BE CENTERED ABOVE THE PIPE.2 TRACER WIRE SHALL BE CONTINUOUS AND HAVE WIRESECURED AT TERMINATION POINTS WITHIN VALVE BOXESAND/OR MANHOLES AS APPLICABLE.EXISTING MANHOLE SSMH-5CHANNEL = DIA. OF PIPEEXISTINGSLOPEDBENCHRADIUS OFMANHOLE18"SEWER PIPEAAEXISTING STEPSFRAME AND COVEREXISTING 18" CHANNELBENCHPLAN VIEWCLCORE INTO EXISTINGBENCH>>>>>FLOW PATHRIM= 4791.2818" INV IN =4784.3718" INV OUT =4784.275-EXISTING MANHOLE CORING DETAILSCALE: NTSNEW 8" INV IN = 4785.04CORE INTO EXISTING MANHOLE, REMOVE ANYCONCRETE THAT MAY BE ABOVE THE PIPE,TRIM THE PIPE NEAR THE STRUCTURE WALLGROUT AROUND NEW 8" PIPEGROUT INVERT TO SPRINGLINE OF PIPE1-02730-4 SANITARY SEWER SERVICE CLEANOUTSCALE: NTS2-02720-3 ECCENTRIC MANHOLESCALE: NTS3-02720-4 STANDARD STRAIGHT MANHOLESCALE: NTSNOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING AND TOPSECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALLBE "RAM-NEK" OR EQUAL FORALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL.2.FRAME AND COVER TO BE D&L A-1178, EJIW 3771/3772 SERIES, ORAPPROVED EQUAL. COVERS SHALL HAVE TWO 1" PICK HOLES.3.MANHOLE OPENING SHALL BE POSITIONED ABOVE DROP PIPE.4.CONSTRUCT CONCRETE COLLAR PER C.O.B STANDARD DRAWING02213-1.AAB BCHANNEL = DIA. OF PIPEAS REQUIRED USING VARIABLE LENGTH SECTIONS 24"OPENINGADJUSTABLE RINGS,2" MIN., 12" MAX.ASREQUIRED,60" MIN.SECTION A - ASECTION B - BRADIUS OFMANHOLEDIA. OF SEWER PIPEPLAN VIEWPIPE SUPPORT (TYP.)GASKETED TEEFLEXIBLE GASKETED JOINTPRECAST REINFORCED CONCRETE MANHOLERISER AND COVER MANUFACTURED INACCORDANCE WITH ASTM DESIGNATION C-478.GASKETED 90°ELBOW CASTINTO BASEPRECAST BASE UNLESSOTHERWISE APPROVED BY THECITY. MINIMUM THICKNESS IS 6".MANHOLE STEPSUNIFORMLY SPACED,16" MAX ON CENTERFLAT SLAB COVERSTANDARDCASTING & COVERSTAINLESS STEELALL-THREAD ROD, 1/2"MANHOLE WALLEPOXY GROUTRODS 3" INTO WALLSTAINLESS STEELPIPE CLAMPSEWER PIPESLOPE AT 1" PERFOOT. CHANNEL TOFULL PIPE DEPTH.STEPS SHALL BE ALIGNED WITHMANHOLE BENCH UNLESSOTHERWISE APPROVED.FRAME ANDCOVERCHANNELBENCHGASKETEDTEECUT AND REMOVE TOP OF TEE TOSPRINGLINE TO FACILITATE INSPECTIONAND JOTTING FROM GROUND SURFACECUTOUT RADIUS = PIPERADIUS6-02730-5 STANDARD DROP MANHOLESCALE: NTSRECORD DRAWINGSMARCH 2026VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\9-STANDARDDETAILS\SD_STANDARDDETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/12/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTANDARD DETAILS10678.00154SD-1KJSLRHLRH03/2026 PIPE ENCASEMENTSLAB CONTROL JOINTS (SCJ)TYPICAL UNDERGROUND CONDUITGUARD POST10"6"CRUSHED BASE COURSE 1" MINUSSUB-BASE COURSE 3" MINUSNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUMDEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95%(MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE AMAXIMUM PARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF ONE INCH (1").4.AGGREGATE BASE COURSE AND SUB-BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.5.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDINGONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHEDSURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE.6" CONCRETEPAVEMENTNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BESCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE,MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITYAS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSSAND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS ANDINCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH REBAR AS NOTED ABOVE.6.REINFORCEMENT SHALL BE PLACED 2" ABOVE THE BOTTOM OF THE SLAB AND HAVE 1 12"MIN. CLEAR COVER TO EDGES.7.FINISH CONCRETE WITH LIGHT BROOM FINISH.UNDISTURBED NATIVE GROUNDOR8" MINIMUM MOISTURE CONDITIONED ANDCOMPACTED NATIVE FILL TO 95% MAXIMUMDRY DENSITY PER STANDARD PROCTOR6" MINIMUM DEPTH OF 1-1/2"MINUS CRUSHED BASE COURSE12" MINIMUM DEPTH 3-INCHMINUS SUBBASE COURSE#5 BAR SPACED 12 INCHES O.C. EACH WAYUNDISTURBED NATIVE GROUNDOR8" MINIMUM MOISTURE CONDITIONED ANDCOMPACTED NATIVE FILL TO 95% MAXIMUMDRY DENSITY PER STANDARD PROCTOR3-SITE CONCRETE SECTIONSCALE: NTS4-SITE GRAVEL SECTIONSCALE: NTSNOTE:1. THIS STANDARD IS APPLICABLE FOR 4" DIAMETER AND LARGER CARRIER PIPE.METHOD 2METHOD 1STAINLESS STEEL BANDRUBBER SEALCARRIER PIPECASING PIPESTAINLESS STEEL BANDBRICKS AND MORTAR(AS REQUIRED)PIPE CASINGSPACERCASING PIPEWRAP WATER PIPESAT BULKHEADS WITHTWO LAYERS OF 15POUND BUILDINGFELTCARRIER PIPEAA1' MAX.1' MAX.6' MAX. (TYP.)DISTANCE OF BORECARRIER PIPEPIPE SIZE6"8"10"12"16"18"20"24"CASING O.D.1/4"1/4"16"18"20"24"30"30"36"42"5/16"5/16"3/8"3/8"1/2"1/2"NOTE:RIBBED FLANGELINERLINERCARRIERPIPEBOTTOM HALFCASINGPIPESECTION "A-A"RUNNERRISERSTAINLESSSTEEL SHELLTOP HALFPIPECASINGSPACER2' MAX...THICKNESS *CASING PIPECARRIERPIPE JOINTPIPE CASINGSPACERCARRIER PIPEANGLES TO BE CONSTANT AROUNDENTIRE CIRCUMFERENCE OF THEPIPE. NUMBER OF SPACERS PERMANUFACTURER'S SPECIFICATIONS* UNLESS OTHERWISEREQUIRED BY RAILROADOR OTHER SUCHGOVERNING AUTHORITY.1.CASING SPACERS SHALL BE CCS SERIES BY CASCADE WATERWORKS MFG. ORENGINEER-APPROVED EQUIVALENT.2.PIPE JOINTS MUST BE RESTRAINED USING MEGALUG OR SIMILAR. CONTRACTOR HAS THEOPTION OF USING CCS-JR SERIES BY CASCADE WATERWORKS MFG. OR ENGINEER-APPROVEDEQUIVALENT.3.APPROVED CASING SPACERS AND END SEALS SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS. USE A "CENTERED & RESTRAINED" CONFIGURATION AND PROVIDE THEMANUFACTURER WITH THE FOLLOWING INFORMATION: CARRIER PIPE O.D., CASING PIPE I.D., ANDCASING LENGTH.2-TYPICAL CASING END SEALSSCALE: NTS1-TYPICAL CASING SPACERSSCALE: NTSRECORD DRAWINGSMARCH 2026VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\9-STANDARDDETAILS\SD_STANDARDDETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTANDARD DETAILS10678.00155SD-2KJSLRHLRH03/2026 REINF. FOR OPENINGS IN WALLS AND SLABSPIPE SUPPORTFLOOR SLEEVE DETAILCONDUIT ENTRANCECONDUIT RISERWALL OR COLUMN MOUNTED DEVICEWATERTIGHT CONDUIT SEALRECORD DRAWINGSMARCH 2026VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\9-STANDARDDETAILS\SD_STANDARDDETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTANDARD DETAILS10678.00156SD-3KJSLRHLRH03/2026 PRESSURE CONNECTION INSTALLATION DETAILS1-COTTONWOOD ROAD ASPHALT PAVEMENT PATCHSCALE: NTS2-LAUREL PARKWAY ASPHALT PAVEMENT PATCHSCALE: NTSNOTES:1.EACH SITE MUST BE EVALUATED TO DETERMINE THE PROPER LAYOUT, WIDTH, AND DURATION OFTHE INSTALLED TRACKOUT CONTROL SYSTEM (TCS) BASED ON SITE CONDITIONS, ENTRY AND EXITLOCATION(S), TRAFFIC LEVELS, SITE SOIL CONDITIONS, AND ABILITY TO MAINTAIN THE TCS.2.TCS SHALL BE INSTALLED, UTILIZED, AND MAINTAINED IN ACCORDANCE WITH MANUFACTURERRECOMMENDATIONS.3.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWINGOF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE SUPPLEMENTAL TOP DRESSING,REPAIR, AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.4.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.5.TCS MATS SHOULD BE CLEANED ONCE TWO-AND-A-HALF INCHES (2.5") OF SEDIMENT HAS BUILT UPON THE LANE OF TRAVEL.6.CAUTION IS TO BE USED WHEN CROSSING MATS WITH METAL TRACKED EQUIPMENT. EQUIPMENTWITH AGGRESSIVE METAL TRACKS SHOULD NOT CROSS MATS.7.DO NOT USE MATS FOR BRIDGING.48164815481548144813481248114810FOLLOW LEVEL CONTOUR WITHENDS POSITIONED UPHILLSILT FENCESET 10' (MIN) AWAY FROMSTEEP SLOPE OR TOE OF FILLPREVENT FLOW AROUNDENDS BY BRINGING UPSLOPEDRAINAGE AREAWOVEN FABRIC (MIRAFI 100XOR EQUAL) OVER WIRE MESH(9 CA, 6x6 MESH)10' (MAX) 5' MAX IF SLICINGMETHOD USED FOR INSTALLATIONLEVELCONTOURNO SLOPEFASTEN WITH THREE (3) 50# DIAGONALCABLE TIES WITHIN TOP EIGHT INCHES(8") OF FABRIC2x2 CONSTRUCTION GRADELUMBER, FOUR FEET (4') LONGWRAP GEOTEXTILEAROUND STAKESBEFORE DRIVINGSIX INCH (6")MIN TRENCHPLAN VIEWELEVATION VIEW10 MILPLASTIC LININGCC3.26'VARIES CONCRETE WASHOUT TYPE CSECTION C-CNOT TO SCALESTAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)10 MIL PLASTICLININGBALESTRINGSTRAW BALENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STRAW BALE(TYP)0.11'0.43'1.12" DIASTEEL WIRESTAPLE DETAILNOT TO SCALECONCRETEWASHOUT4" x 4" x 8'WOOD POST48" x 24" PLYWOODPAINTED WHITE6" BLACK LETTERSLAG SCREWSWITH WASHERS(4 TOTAL)0.98'0.98'CONCRETE WASHOUT SIGNMAY BE SUBSTITUTED WITHAPPROVED EQUALNOTES:1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALL BE DETERMINED IN THE FIELD.2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTY FEET (30') OF THE TEMPORARYCONCRETE WASHOUT FACILITY.3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BEREMOVED FROM THE PROJECT SITE AND DISPOSED OF OR RECYCLED.4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THETEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZEDTO PREVENT EROSION.TRACKOUTCONTROL MAT (TYP)F L OW FLOWWATER SUPPLY TO WASHWHEELS AS NECESSARYSPILLWAYROCK BAGS OR CONTINUOUSGEOSYNTHETIC FABRIC BERMOF EQUIVALENT HEIGHTROCK BAGS MUST BEPLACED SUCH THATNO GAPS ARE EVIDENTNOTE:USE ROCK BAGS TO CHANNELIZERUNOFF TO BASIN AS REQUIRED.SEE NOTESSFSFSF SFSFSFSFSFSFSILT FENCE (TYP)////////////PUBLIC ROAD OR OTHERSTABLE SURFACE*MODIFIED T-CONFIGURATION SHOWNALTERNATIVE LAYOUTS MAY BE REQUIREDBASED ON SITE CONDITIONS ORMANUFACTURER RECOMMENDATIONS*3-TRACKOUT CONTROL MATSCALE: NTS4-SILT FENCESCALE: NTS5-CONCRETE WASHOUTSCALE: NTSTYPE 1 PIPE BEDDINGPLACED IN 6" MAX. LAYERS ANDCOMPACTED THOROUGHLYEXISTING STREET SURFACEVERTICAL TRENCH WALLS WITHSHORING TO CONFORM THE O.S.H.A.REGULATIONS6"SELECT TYPE 1 BEDDINGMATERIAL PLACED IN 6" LAYERSAND COMPACTED AS SPECIFIEDIN SECTION 02221TRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"NOTES:1.THE SECTION ABOVE HAS BEEN ADAPTED FROM COB STANDARD DETAIL 02221-1A.2.FLOWABLE FILL SHALL BE USED AS SHOWN FOR ALL UTILITY TRENCHES CUT INTO EXISTINGCOLLECTOR AND ARTERIAL STREETS.3.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG ANEAT VERTICAL LINE A MINIIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEATLINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVEAND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.4.WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42'DEPTH OF BURY.5.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALSAND/OR OTHER TRENCH DESIGN FEATURES.6.EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.TYPE 2 PIPE BEDDING WHERE REQUIREDFOR SOFT AND UNSTABLE FOUNDATIONSLOPING, BENCHING ORSUPPORT SYSTEMS IN THISAREA TO CONFORM TO O.S.H.A.REGULATIONS12" MIN.SUBGRADE OR GROUND SURFACEINSTALL DETECTABLEWARNING TAPE 18" MIN,24" MAX. DEPTHFLOWABLE FILL REQUIRED IN ALLTRENCHES WITHIN EXISTING ROADWAY.FLOWABLE FILL SHALL MEET MPWSSSECTION 022252" (TYP.) TYPE B ASPHALT PAVEMENT BOTTOM LIFT2" (TYP.) TYPE B ASPHALT PAVEMENT TOP LIFTTYPE 1 PIPE BEDDINGPLACED IN 6" MAX. LAYERS ANDCOMPACTED THOROUGHLYEXISTING STREET SURFACEVERTICAL TRENCH WALLS WITHSHORING TO CONFORM THE O.S.H.A.REGULATIONS6"SELECT TYPE 1 BEDDINGMATERIAL PLACED IN 6" LAYERSAND COMPACTED AS SPECIFIEDIN SECTION 02221TRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"NOTES:1.THE SECTION ABOVE HAS BEEN ADAPTED FROM COB STANDARD DETAIL 02221-1A.2.FLOWABLE FILL SHALL BE USED AS SHOWN FOR ALL UTILITY TRENCHES CUT INTO EXISTINGCOLLECTOR AND ARTERIAL STREETS.3.WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG ANEAT VERTICAL LINE A MINIIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEATLINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVEAND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT.4.WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42'DEPTH OF BURY.5.SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALSAND/OR OTHER TRENCH DESIGN FEATURES.6.EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.TYPE 2 PIPE BEDDING WHERE REQUIREDFOR SOFT AND UNSTABLE FOUNDATIONSLOPING, BENCHING ORSUPPORT SYSTEMS IN THISAREA TO CONFORM TO O.S.H.A.REGULATIONS12" MIN.SUBGRADE OR GROUND SURFACEINSTALL DETECTABLEWARNING TAPE 18" MIN,24" MAX. DEPTHFLOWABLE FILL REQUIRED IN ALLTRENCHES WITHIN EXISTING ROADWAY.FLOWABLE FILL SHALL MEET MPWSSSECTION 022253" (TYP.) TYPE B ASPHALT PAVEMENT BOTTOM LIFT3" (TYP.) TYPE B ASPHALT PAVEMENT TOP LIFTFORCE MAIN ONLY - INSTALL 12 AWGTRACER WIRE. SECURE EVERY 5' TO MAIN.FORCE MAIN ONLY - INSTALL 12 AWGTRACER WIRE. SECURE EVERY 5' TO MAIN.RECORD DRAWINGSMARCH 2026VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2026engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\RECORD\9-STANDARDDETAILS\SD_STANDARDDETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:KARL SAND ON Mar/11/2026 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANASTANDARD DETAILS10678.00157SD-4KJSLRHLRH03/2026 FLOWABLE FILL NOT USED PER COB APPROVAL18" SUBBASE (3' MINUS), GEOGRID (TENSAR TX5),GEOFABRIC (MIRAFI 500X, BASE COURSE (1-1/2" MINUS)A.B. CAN CAN CAN WIC WIC WIC 15S15S8S8SE E E E EEEEEE E E E E E EE E E E E 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15SSSSSSSSE BPBPBPBPBPBPBPBPBPBPS S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FMFMFMFME E E E E E E E E E E E EBP BP BP BPBP BPBPBP BPBPFM FM FM FM FM FMFMFMFMFM FM FM FM BP BPBPG PBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPNG NG NG NG NG NG NG NGNGNGNGLIMLIMLIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIMLAUREL PARKWAYVAUGHN DR 10' SET OFF SEWER LINE 1 1 1 1 22 7 7 7 7 3 3 3 3 44 55 5 6 6 6 6 8 9 9 9 9 SYMBOL BOTANICAL NAME COMMON NAME SEED SCHEDULE % OF MIX 2 10 23 25 2 15 10 100%SEED RATE: DRILL SEED: 8 - 10 PLS LBS / ACRE BROADCAST SEED: 16 - 20 PLS LBS /ACRE CIRCLE S SEEDS: 14990 MADISON FRONTAGE RD. THREE FORKS, MT 59752 406-285-3269 circles@circlesseeds.com TOTAL: TOTAL AREA: SQUARE FEET TOTAL AREA: ACRES 13 ELYMUS TRACHYCAULUS SLENDER WHEATGRASS LINUM LEWISII BLUE FLAX POA SECUNDA NEVADA BLUEGRASS ELYMUS LANCEOLATUS THICKSPIKE WHEATGRASS PSEUDOROEGNERIA SPICATA BLUEBUNCH WHEATGRASS PASCOPYRUM SMITHII WESTERN WHEATGRASS BROMUS MARGINATUS MOUNTAIN BROME RATIBIDA COLUMNIFERA PRAIRIE CONEFLOWER 3,613 0.083 NATIVE SEED KEYNOTESYNOTE TABLE AND MARKERS CONCRETE, SEE CIVIL UTILITIES , SEE CIVIL SNOW STORAGE AREA EXISTING LANDSCAPE- NOT TO BE DAMAGED LANDSCAPE LIMIT LINE PROPERTY LINE 1 2 3 4 5 6 7 ALL PURPOSE GRAVEL ACCESS ROAD- SEE CIVIL8 MULCH RING - 3' DIA. 3"-4" DEPTH- PER CITY REQUIREMENTS9 LANDSCAPE INSTALL NOTES GENERAL 1.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CALL 811. 2.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK. 2.1.ALL TREES TO BE STAKED FOR MIN. 2 YEARS. 3.VERIFY ALL QUANTITIES. ILLUSTRATED PLAN SHALL DICTATE COUNT. 4.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. ALL REQUESTS SHOULD BE SUBMITTED TO DESIGN 5 LANDSCAPE ARCHITECTURE. 406-587-4873 OR TROY@DESIGN5LA.COM. 5.ALL AREAS ON SITE DISTURBED BY CONSTRUCTION ACTIVITIES NOT INDICATED ON LANDSCAPE PLAN ARE TO BE RECLAIMED AND RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION, VERIFY DISTURBANCE AREAS IN FIELD. CONTRACTOR IS RESPONSIBLE FOR THE COST OF RESTORING ANY DISTURBANCE OUTSIDE OF THE AGREED UPON LIMIT OF WORK BOUNDARY INDICATED ON THE PLANS. 6.ALL ROCK MULCH IS TO BE WASHED PRIOR TO INSTALLATION 15.PRIOR TO CONSTRUCTION A PRE-INSTALLATION MEETING WITH THE CITY OF BOZEMAN WATER CONSERVATION DIVISION IS REQUIRED. AFTER INSTALLATION OR AMENDMENT OF ALL SOILS REQUIRED BY THE APPLICATION APPROVAL A SOILS APPROVAL CERTIFICATION IS REQUIRED. SEE CITY OF BOZEMAN LANDSCAPE AND IRRIGATION CODE. SOIL PREP 16.ALL BACKFILLED AND DISTURBED AREAS TO BE RAKED SMOOTH. ALL ROCKS GREATER THAN 2" DIAMETER, STICKS, ROOTS, ALL CONSTRUCTION DEBRIS AND ALL OTHER EXTRANEOUS MATTER TO BE PICKED UP AND REMOVED FROM SITE BEFORE SOIL AMENDMENTS ARE ADDED. 17.SEED AREAS(WHEN APPLICABLE)- LIGHTLY SCARIFY SURFACE OR LIGHTLY TILL AND RAKE SMOOTH PRIOR TO ADDING SOIL. 17.1.SEEDED AREA SOIL REQUIREMENTS: EXCAVATE TO 6" DEPTH AND BACKFILL WITH AMENDED TOP SOIL PER CITY OF BOZEMAN SOIL REQUIREMENTS. HYDRO-SEED WITH *FLEXTERRA TACKIFIER*. OR HAND BROADCAST AND LIGHTLY RAKE IN SEED. 18.ALL TREES, SHRUBS AND PERENNIALS OUTSIDE DEDICATED PLANTING BEDS TO BE EXCAVATED 2x THE SIZE OF THE ROOT BALL MINIMUM OR TO 6" DEPTH WHICH EVER IS LARGER. SCARIFY SIDES AND BOTTOM TO REMOVE GLAZING. BACKFILL WITH AMENDED TOP SOIL PER CITY OF BOZEMAN SOIL REQUIREMENTS. 19.DO NOT SCARIFY IF SOIL IS FROZEN, MUDDY OR EXCESSIVELY WET. IRRIGATION 20.WHERE IRRIGATION IS NOT AVAILABLE THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING TREES, NATIVE SEED UNTIL ESTABLISHED AND OR RECOMMENDED (24) MONTH WARRANTY OF THE PLANT MATERIAL. TREES SYMBOL BOTANICAL NAME SIZE TYPE SPACING QUANTITYCOMMON NAME PLANT SCHEDULE PRUNUS VIRGINIANA 'CANADA RED'- CANADA RED CHOKECHERRY 2.0" CAL B & B PER PLAN 3 MATURE HEIGHT 20'-30' MATURE SPREAD 15'-25' K VALUE .3 CAN PERENNIALS PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1 GAL POT PER PLAN 3'-5'2'-4'.1 13 WIC JUNIPERUS SCOPULORUM 'WICHITA BLUE' WICHITA BLUE ROCKY MOUNTAIN JUNIPER 5'-6'B & B PER PLAN 4 8'-12'6'-8'.1 ARTEMESIA TRIDENTA BIG SAGEBRUSH 5'-6'B & B PER PLAN 6 3'-4'3'-4'.1 LANDSCAPE PLAN L 000NOTE: PLEASE SEE CIVIL PLANS FOR GRADING AND UTILITY PLANS AND LAUOUTS 1 L000 1/8" = 1'-0" Landscape Plan 840 16 N design5la.com 406.587.4873 date issue 3/17/26 LANDSCAPING drawn by:checked by:filename:z:\urbanfarm norton ranch\autocad\01_sheets\l000_ norton ranchliftstation_landscape.dwgNORTON RANCH LIFT STATION UPGRADESBozeman, MontanaKHM/HUTMSPROJECT NUMBER 10678.001 CAN CAN CAN WIC WIC WIC 15S15S8S8SE E E E EEEEEE E E E E E EE E E E E 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15SSSSSSSSE BPBPBPBPBPBPBPBPBPBPBPS S S S S S S S S S S S S S S S S S S FM FM FM FM FM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FMFMFMFME E E E E E E E E E E E EBP BP BP BPBP BPBPBP BPBPFM FM FM FM FM FMFMFMFM FM FM FM FM BP BPBPG PBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPNG NG NG N G NG NG NG NGNGNGNGLIMLIMLIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIMLIMLIMLIMLIMLIMLIMLIMLIMLIM LIMLAUREL PARKWAYVAUGHN DR 10' SET OFF SEWER LINE NOTE: 1.GREEN HATCH DENOTES LANDSCAPE AREA 2.SHRUB AND PERENNIAL COVERAGE IS THE SUM OF ALL PLANT AREAS AT ASSUMED MATURITY PERENNIAL / SHRUB PLANT COVER387 SF 10% TOTAL LANDSCAPE AREA 3,733 SF TOTAL LIVE PLANT COVERAGE 3,733SF 100% LIVE PLANT MATERIAL COVERAGE AREA % COVER SF LANDSCAPE COVERAGE SCHEDULE SITE DROUGHT TOLERANT NATIVE SEED MIX3,346 SF 90% COVERAGE TYPE TEMPORARY IRRIGATION WATER USE REQUIRMENT AREA GAL / SF /YR LANDSCAPED AREA 3,733 SF NOTE: 1.WATER USE PER COVERAGE TYPES WERE DETERMINED USING CITY OF BOZEMAN PRESCRIPTIVE LANDSCAPE CALCULATIONS. 2.TEMPORARY IRRIGATION WILL BE LIMITED TO 3 YEARS OF ESTABLISHMENT. WATER USE TOTAL GALLONS / SF / YR 2.3 GAL / SF / YR 3,613 SF 2.3 8,372 GAL DROUGHT TOLERANT TREES / SHRUBS 387 SF 2.3 890 GAL DROUGHT TOLERANT NATIVE SEED MIX WATER CONSERVATION REQUIREMENTS DESGIN PATHWAY: PRESCRIPTIVE SOIL AMENDMENT METHOD: AMEND EXISTING SOIL AT A RATE OF 4CY/1000 SF. COMPOST MUST MEET MONTANA'S COMPOST R EQUIREMENT FOR SOIL AMENDMENT AND SHALL BE SPREAD AND MIXED EVENLY INTO THE TOP SIX (6) INCHES OF SOIL. SITE TREE REQUIREMENTS CRITERIA PLAN UNIT REQUIRED PROVIDED APPLICABLE AREA 2240 SF 1 TREE PER 1600 SF OF APPLICABLE LANDSCAPE AREA 2 TREES 3 PROPOSED TREES APPLICABLE AREA 3733 SF 2240 SF SEE LANDSCAPE COVERAGE SCHEDULE 60% OF LANDSCAPE MUST CONTAIN A COMBINATION OF SHRUBS, PERENNIALS, EVERGREENS, TURF OR OTHER APPROVED GROUND COVERS. MINIMUM OF 10% COVERAGE MUST BE COMPOSED OF CONTAINER GROWN EVERGREENS, SHRUBS OR PERENNIALS. LANDSCAPE COVERAGE PLAN L 001 NOTE: PLEASE SEE CIVIL PLANS FOR GRADING AND UTILITY PLANS AND LAYOUTS 1 L001 1/8" = 1'-0" Landscape Coverage Plan 840 16 N design5la.com 406.587.4873 date issue 3/17/26 LANDSCAPING drawn by:checked by:filename:z:\urbanfarm norton ranch\autocad\01_sheets\l000_ norton ranchliftstation_landscape.dwgNORTON RANCH LIFT STATION UPGRADESBozeman, MontanaKHM/HUTMSPROJECT NUMBER 10678.001 1L5003/8" = 1'-0"Typ. Coniferous Tree B&B PlantingMIN. 2 X ROOT BALL DIAM.FINISH GRADEELEVATION OF TREE FLARE TO BE 2" ABOVE FINISHGRADE ELEVATION. REMOVE EXCESS SOIL FROMROOT BALL, AS REQUIRED, IN ORDER TO EXPOSEFLAREPLANTING PIT. PIT TO HAVE BROADLY SLOPINGSIDES; SCARIFY SIDES OF PIT. SOIL AT THE BOTTOMOF THE PIT TO BE SUFFICIENTLY COMPACTED TOPREVENT SETTLEMENT. EXCAVATE PIT 2X - 5XDIAMETER OF ROOT BALL. REMOVE ALL DEBRIS ANDROCKS (LARGER THAN 3" DIAM.) FROM PIT PRIOR TOPLANTINGBACKFILL WITH MIX: 13 NATIVE BACKFILL SOIL, 13SANDY LOAM AND 13 DEBRIS FREE TOPSOILNATIVE SOILTREE STAKING3" - 4" LAYER OF BARK MULCH. DO NOT ALLOWMULCH TO COME IN CONTACT WITH TRUNK3" HIGH ROUND-TOPPED CIRCULAR RING FORWATER RETENTION. FORM RING OF SOIL ALONGTHE PERIMETER OF THE PLANTING PITROOT BALL2L5003/8" = 1'-0"Typ. Deciduous Tree B&B PlantingMIN. 2 X ROOT BALL DIAM.FINISH GRADEELEVATION OF TREE FLARE TO BE 2" ABOVEFINISH GRADE ELEVATION. REMOVE EXCESSSOIL FROM ROOT BALL, AS REQUIRED, INORDER TO EXPOSE FLAREPLANTING PIT. PIT TO HAVE BROADLYSLOPING SIDES; SCARIFY SIDES OF PIT. SOILAT THE BOTTOM OF THE PIT TO BESUFFICIENTLY COMPACTED TO PREVENTSETTLEMENT. EXCAVATE PIT 2X - 5XDIAMETER OF ROOT BALL. REMOVE ALLDEBRIS AND ROCKS (LARGER THAN 3" DIAM.)FROM PIT PRIOR TO PLANTINGBACKFILL WITH MIX: 13 NATIVE BACKFILLSOIL, 13 SANDY LOAM AND 13 DEBRISFREE TOPSOILNATIVE SOILTREE STAKINGROOT BALL3" - 4" LAYER OF BARK MULCH. DO NOTALLOW MULCH TO COME IN CONTACTWITH TRUNK3" HIGH ROUND-TOPPED CIRCULAR RING FORWATER RETENTION. FORM RING OF SOILALONG THE PERIMETER OF THE PLANTING PITFINISH GRADETREE FENCE / CAGE. CAGE SHALL BE MIN. 6'TALL. FASTEN CAGE TO STAKE WITH CABLETIES OR WIRE. CAGE TO BE NO. 14 GAUGEGALVANIZED WELDED WIRE MESH 2" X 4"TWO 2" X 2" X 8' HARDWOOD STAKES DRIVENMIN. 24" BELOW FINISHED GRADE AND MIN. 6'HEIGHT ABOVE FINISHED GRADE. STAKES TOBE SET OUTSIDE OF TREE DRIP LINE. STEELSTAKES MAY BE USED FOR LARGER TREES.STAKES SHALL NOT PENETRATE ROOT BALL.REMOVE STAKES AFTER TWO YEARSPROTECT TREE TRUNK WITH APPROVED PLANTTIE MATERIAL. SET TIES LOOSE ENOUGH TOALLOW FOR TRUNK AND ROOT DEVELOPMENT.TIES TO BE OF SOFT, WIDE (MIN. 1") POLYMERMATERIAL. WIRE SHALL NOT BE WRAPPEDAROUND TRUNK. FASTEN TIES AT LESS THAN 13OF THE TOTAL TREE HEIGHT, AT LOWESTBRANCHES TO PREVENT SLIDING10" GAUGE WIREINDUSTRY GRADE PLASTIC TREE GUARDS,DO NOT USE TRUNK WRAPS3L5003/8" = 1'-0"Typ. Plant Protection Methods6'-0"4L5003/4" = 1'-0"Typ. Shrub Planting, Individual Planting PitMIN. 2 X ROOT BALL DIAM.FINISH GRADEELEVATION OF ROOT CROWN TO BE 1" - 2"ABOVE FINISH GRADE ELEVATION3" - 4" LAYER OF BARK MULCH. DO NOTALLOW MULCH TO COME IN CONTACTWITH SHRUB STEMSNATIVE SOILPLANTING PIT. PIT TO HAVE BROADLYSLOPING SLIDES; SCARIFY SIDES OF PIT.SOIL AT THE BOTTOM OF THE PIT TO BESUFFICIENTLY COMPACTED TO PREVENTSETTLEMENT. EXCAVATE PIT 2X - 5XDIAMETER OF ROOT BALL. REMOVE ALLDEBRIS AND ROCKS (LARGER THAN 3"DIAM.) FROM PIT PRIOR TO PLANTINGROOT BALLBACKFILL WITH MIX: 13 NATIVEBACKFILL SOIL WITH 13 SANDY LOAMAND 13 DEBRIS FREE TOPSOIL3" HIGH ROUND-TOPPED CIRCULAR RINGFOR WATER RETENTION. FORM RING OFSOIL ALONG THE PERIMETER OF THEPLANTING PITSHEET L500 LANDSCAPE DETAILS NOTES:1.LANDSCAPE CONTRACTOR SHALL ASSURE PERCOLATION OFALL PLANTING PITS PRIOR TO INSTALLATION2.ALL CONTAINMENT MATERIALS AROUND ROOT BALL TO BEREMOVED PRIOR TO INSTALLATION2.1.CAREFULLY REMOVE ENTIRE WIRE BASKETS AT PLANTING2.2.CAREFULLY REMOVE ALL TREATED BURLAP (ROT-PROOF)AT PLANTING2.3.UNTREATED BURLAP MAY PARTIALLY REMAIN ON ROOTBALL. REMOVE BURLAP FROM TOP HALF OF ROOT BALLBEFORE COMPLETION OF PLANTING3.CONTAINER PLANTS: CAREFULLY CUT ANY CIRCLING ROOTS TOPREVENT PLANT FROM BECOMING ROOT BOUND4.PRUNE ALL PLANT MATERIAL PRIOR TO PLANTING, ON AN ASNEEDED BASIS. REMOVE DEAD AND / OR DAMAGED BRANCHES,LIMBS, AND LEAVES5.ALL TREES TO BE STAKED FOR 2 YEARS. REMOVE STAKESAFTER TWO YEARS6.ALL DECIDUOUS TREES AND SHRUBS NOT PLANTED INFOUNDATION BEDS TO BE FENCED FOR PROTECTION FROMUNGULATES AND OTHER HERBIVORES7.PROVIDE TREE GUARDS ON ALL DECIDUOUS TREES OUTSIDE OFPLANTING BEDS5L5003/4" = 1'-0"Typ. Planting BedNOTE:1.REMOVE ALL DEBRIS AND STONES (LARGER THAN 3" DIAMETER)2.ALL BEDS TO RECEIVE NEW, AMENDED SOIL: MIX 1" COMPOST WITH MIN. 12" NEWTOPSOIL, FOR A COMBINED SETTLED DEPTH OF 13". RAKE SMOOTH TO MATCHFINAL GRADING PLANFINISH GRADE3" - 4" MULCH LAYER,MULCH TYPE PER PLAN.DO NOT ALLOW MULCHTO COME IN CONTACTWITH SHRUB STEMSTOPSOIL, SEE NOTE 2NATIVE SOILPLANT CROWN TO BEPLANTED AT ORSLIGHTLY ABOVE FINISHGRADE AT MAXIMUM OF1"-2".6L5013/4" = 1'-0"Planting Bed at Pavement Edge1"REVEAL - SEE NOTE 26" - 12" SEENOTE 345°NOTE:1.SLOPE PLANTED AREAS AWAY FROM PAVED AREAS2.FINISH GRADE AT PAVEMENT EDGE MUST BE AT A LEVEL SUCH THAT THEESTABLISHED PLANTED SURFACE WILL BE ONE (0.5-1) INCH BELOW TOP OFPAVEMENT FOR A MINIMUM DISTANCE OF SIX (6) FEET FROM THE EDGE3.BASE MATERIAL AND COMPACTED SUBGRADE TO BE EXTENDED 1X-2X THE DEPTHOF THE BASE MATERIAL BEYOND THE EDGE OF THE PAVEMENT SYSTEM. TAPERBASE MATERIAL TOWARD THE COMPACTED SUBGRADE AT A 45° ANGLE90% - 95% COMPACTED SUBGRADENATIVE SOILAMENDED TOPSOILNATIVE SEED PER PLANFINISH GRADE, SEE NOTE 26" DEPTH OF 34" MINUS WASHEDAGGREGATE BASE MATERIALLandscapeDetailsL 500design5la.com406.587.4873dateissue3/17/26LANDSCAPINGdrawn by:checked by:filename:z:\urbanfarm norton ranch\autocad\01_sheets\l500_ north ranch lift station_standarddetails2021.dwg NORTON RANCH LIFT STATION UPGRADES Bozeman, Montana KHM/HU TMS PROJECT NUMBER10678.001 2726DRAWING INDEXNORTON RANCH LS IMP & MCCBOZEMAN, MTSHEETDESCRIPTIONLOCATIONAINDEXSCP NOR-101BSYMBOL SHEETSCP NOR-101CSTANDARD NAMEPLATESSCP NOR-101DINTRINSIC SAFETY INSTALLATION INSTRUCTIONSSCP NOR-101ENOR-101 PANEL STANDARDSSCP NOR-101FNOR-101 FRONT PANEL LAYOUTSCP NOR-101GNOR-101 BACK PANEL LAYOUTSCP NOR-101HFLOAT MODE PANEL STANDARDSBACKUP MODE PANELIFLOAT MODE PANEL LAYOUTSBACKUP MODE PANELJAIR GAP PANEL STANDARDSAIR GAP PANELKAIR GAP PANEL LAYOUTAIR GAP PANELLNETWORK DETAILSSCP NOR-1011INCOMING POWERSCP NOR-1012DC POWER SUPPLYSCP NOR-1013PLC LAYOUTSCP NOR-1014PANEL SIGNALSSCP NOR-1015GENERATOR AND ATSSCP NOR-1016ANALOG INSTRUMENTSSCP NOR-1017FLOAT MODESCP NOR-1018PUMP 1SCP NOR-1019PUMP 2SCP NOR-10110PUMP 3SCP NOR-10111PUMP MONITORSSCP NOR-10112SPARE DIGITAL INPUTSSCP NOR-10113SPARE DIGITAL INPUTSSCP NOR-10114SPARE DIGITAL OUTPUTSSCP NOR-10115SPARE ANALOG INPUTSSCP NOR-101BOMNOR-101 BILL OF MATERIALSSCP NOR-101MMCC STANDARDSMCC-01NMCC ELEVATIONMCC-01OMCC DOOR ELEVATIONMCC-01100MAIN CIRCUIT BREAKERMCC-01101LP1 XFMR FCBMCC-01102HEATER FCBMCC-01103SPACE 01JMCC-01104SPACE 01LMCC-01105SPACE 02AMCC-01106SPACE 02BMCC-01107DUTY PUMPMCC-01108LEAD PUMPMCC-01109LEAD PUMP DV/DTMCC-01110LAG PUMPMCC-01111LAG PUMP DV/DTMCC-01BOMBILL OF MATERIALSMCC-01DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726A NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA INDEX AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS CONDUCTORSLINE REFERENCING KEY CODEMISCELLANEOUSINPUT/OUTPUT DEVICESCOIL CONTACTSSWITCHESCONDUCTORNORMALLY OPENNORMALLY CLOSEDLIMIT SWITCHESPROCESS SWITCHESGROUNDED TERMINALCONDUCTORS NOTCONNECTEDCONDUCTORSCONNECTEDCONDUCTORSHIELDFIELDCONDUCTOREXTERNALCIRCUITCHASSIS GROUNDSHIELD GROUND(ISOLATED IF REQUIRED BY SPEC.)ADDRESSI/O TYPE:AI = ANALOG INPUTAO = ANALOG OUTPUTDI = DIGITAL INPUTDO = DIGITAL OUTPUTNORMALLY OPEN CONTACTNEMA FORM "A" CONTACTNORMALLY CLOSEDCONTACTNEMA FORM "B" CONTACTNORMALLY OPEN WITHNORMALLY CLOSEDCONTACTNEMA FORM "C" CONTACTNORMALLY OPEN CONTACTON DELAYNORMALLY CLOSEDCONTACT ON DELAYNORMALLY OPEN CONTACTOFF DELAYNORMALLY CLOSEDCONTACT OFF DELAYLINE NUMBERPANEL NUMBEREXAMPLE:TO/FROM LINEREFERENCING:LAST TWO DIGITS = LINE NUMBERSHEET NUMBEREXAMPLE:COIL CONTACTREFERENCING:LINE NUMBERNOTE:UNDERLINENUMBERSREPRESENTSN.C. CONTACTSFORM "A" OR "X" CONTACT: XXXXXFORM "B" OR "Y" CONTACTS: XXXXXFORM "C" OR "Z" CONTACTS: XXXXX, XXXXXCIRCUIT BREAKERWITH AMPERAGEFUSE WITHAMPERAGEAUDIBLEDEVICEELAPSED RUNTIMEMETERRESISTOR250 OHMSRECTIFIER,DIODECAPACITOR,ELECT.TRANSFORMERSECONDARYVOLTAGEAND RATINGINDICATEDAS APPLICABLEPILOT LIGHTSPILOT LIGHTCOLOR: AMBERPUSH TO TESTPILOT LIGHTCOLOR: REDCOLOR CODESA = AMBERW = WHITER = REDB = BLUEG = GREENY = YELLOWC = CLEARTERMINALSRELAY COILSNORMALLY OPEN NEMAFORM "X" CONTACTPUSHBUTTONDESCRIPTION TEXT(EXAMPLE: LAMP TEST)NORMALLY CLOSED NEMAFORM "Y" CONTACTPUSHBUTTONNORMALLY CLOSEDMUSHROOM HEADE-STOPMECHANICALCONNECTIONTWO POSITION SELECTORSWITCH SHOWN IN 'POS1'THREE POSITIONSELECTOR SWITCHSHOWN IN 'POS1'NEMA FORM "Z" CONTACTSCONTACT MADE IN'POS3'FOUR POSITION SELECTORSWITCH SHOWN IN 'POS1'TORQUE SWITCHNORMALLY OPEN CLOSEON INCREASE TORQUETORQUE SWITCHNORMALLY CLOSED OPENON INCREASE TORQUELIQUID LEVEL SWITCHNORMALLY OPENCLOSE ON RISELIQUID LEVEL SWITCHNORMALLY CLOSEDOPEN ON RISEFLOW SWITCHNORMALLY OPENCLOSE ON INCREASEFLOWFLOW SWITCHNORMALLY OPENOPEN ON INCREASEFLOWPRESSURE SWITCHNORMALLY OPENCLOSE ON RISEPRESSURE SWITCHNORMALLY CLOSEDOPEN ON RISETEMPERATURE SWITCHNORMALLY OPENCLOSE ON RISETEMPERATURE SWITCHNORMALLY CLOSEDOPEN ON RISEDEVICE IDCONTROL RELAYRELAY OR TIMER CODEA = 120VACB = 24VDCC = 12VDCD = 24VACX = SPECIAL1 = 1 POLE2 = 2 POLE3 = 3 POLE4 = 4 POLEMOTOR STARTERELECTRIC TIMER WITHADJUSTABLE TIMINGRANGESOLENOIDTHERMALOVERLOADWIRE NUMBERING AND COLOR STANDARDSRESERVED NUMBERDESCRIPTIONCOLOR CODE1120 VAC POWERREDN120 VAC NEUTRALWHT10GROUND FAULT CIRCUIT POWERRED WITH LABELN2GROUND FAULT CIRCUIT NEUTRALWHT WITH LABEL324 VDC POSITIVEBLU424 VDC COMMONBLU WITH WHT STRIPE1212 VDC POWERBLU12 COM12 VDC NEUTRALBLU WITH WHT STRIPE724 VAC POWERORG824 VAC NEUTRALBRNGNDGROUND 12 AWGGRNTSPSHLD 2 CONDUCTOR TWISTED PAIRBLK(-) AND WHT(+)L1AINCOMING POWER ACBLKEXTERNAL POWER SOURCEYELEXTERNAL POWER SOURCE NEUTRALYEL WITH WHT STRIPEWIRE COLOR DESIGNATIONBLKBLACKBLUBLUEBRNBROWNCLRCLEARGRYGRAYGRNGREENORGORANGEREDREDVLTVIOLETWHTWHITEYELYELLOWCOMPONENT DESIGNATIONSPREFIXDESCRIPTIONPREFIXDESCRIPTIONAAIR COMPRESSEDOITOPERATOR INTERFACE TERMINALACAIR CONDITIONEROLOVERLOADADAUTO DIALEROVOVER VOLTAGE DETECTORAHALARM HORNPBPUSH BUTTONALALARM LIGHTPCPULL CORDAMAMP METERPFPOWER FACTOR CAPACITORANANNUNCIATORLTPILOT LIGHTARALTERNATING RELAYPLCPLC EQUIPMENTAWGAMERICAN WIRE GAUGEPMPOWER OR PHASE MONITORBABATTERYPNPNEUMATICSCACABLESPRPRESSURE REGULATORCBCIRCUIT BREAKERPSPRESSURE SWITCHCRCONTROL RELAYPSPOWER SUPPLYPCCOMPUTERRDRADIO EQUIPMENTCTCURRENT TRANSFORMERRECRECEPTACLEDBDISTRIBUTION BLOCKSUSURGE PROTECTORDIDIODESSSELECTOR SWITCHDSDISCONNECT SWITCHSVSOLENOID VALVEETMELAPSED TIME METERSWSOFTWAREENENCLOSURETDTIME DELAY RELAYFANFANTGTOGGLE SWITCHFOFIBER OPTICTSTEMPERATURE SWITCHFSFLOW SWITCHTSPTWISTED SHIELD PAIRFUFUSETTTEMPERATURE TRANSMITTERGFCIGROUND FAULT INTERRUPTERUMUTILITY METERHTRHEATERUPSUNINTERRUPTIBLE POWER SUPPLYHIMINTERFACE MODULEVAVOLTAMPERELALIGHTNING ARRESTORVFDVARIABLE FREQUENCY DRIVELPLIGHTING PANELVMVOLT METERLRLATCHING RELAYVRVARIABLE RESISTORLSLEVEL SWITCH OR SENSORWSWEIGHT OR TORQUE SWITCHMSMOTOR STARTER, CONTACTORSXFTRANSFORMERMMOTORISOSIGNAL ISOLATORNPNAME PLATEZSLIGHT SWITCHCONTACT MADE IN'POS2'SHIELD GROUND(NON-ISOLATED IF REQUIRED BY SPEC.)TERMINAL BLOCK(STANDARD FEED-THROUGH)FUSE BLOCKKNIFE DISCONNECT TERMINAL BLOCK(FOR FIELD TERMINATION)KNIFE DISCONNECT TERMINAL BLOCKWITH TEST PORTS(FOR FIELD TERMINATION)TDTDTDTDCRCRCRCRCRA3MSSET @ XX SEC.TDOLSOLCAPD250 OHMSRAMPCBAMPFUZSZSZSZSLTRLTAETMAHPBPBOXPOS2POS1SSESOOXPOS3XOOPOS2POS1SSCONTACT MADE IN'POS3'OOXOPOS3POS4POS2POS1SSXOOOFLFLWSWSFSFSPSPSTASTASAMPFUIN 0IO TYPEIO:0/00/0/0125XXXXXXXX110LINE NUMBERH3H1H4X1X2KVAXFH2480V PRI/120V SECNORMALLY OPENHELD CLOSEDNORMALLY OPENHELD OPENGNDSHLDSHLD#########DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2DESC1DESC2AMPCBAMPCBBREAKER,FRAME-MOUNTEDBREAKER,PLUG-IN TYPESOLID STATE RELAYA3CRSYMBOL SHEETDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726B NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SYMBOL SHEET AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS PUMP NO. 1HANDOFFOFF3/16" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 26 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOROPERATOR NAMEPLATESON ENCLOSURES,ON A 3" X 3.5" LAYOUTSIZE ACONCENTRATEPUMP NO. 17/16" TEXT, ARIAL FONT, 1-2 LINES,APPROX. 19 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR WALLMOUNT ENCLOSURE TITLE PLATESSIZE B2BULK LIME POSITIVE5/16" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 25 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR WALLMOUNT ENCLOSURE TITLE PLATESSIZE B3DISPLACEMENTBLOWER NO. 2SODA ASH SYSTEM1/2" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 22 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR WALLMOUNT ENCLOSURE TITLE PLATESSIZE CMASTERCONTROL PANELMCC 4A1 1/2" TEXT, ARIAL FONT, 1 LINE,APPROX. 9 CHARACTERS/LINE MAXIMUMTYPICALLY USED AT TOP OF MCC SECTIONSSIZE DPUMP NO. 2HANDOFFAUTO3/16" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 26 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOROPERATOR NAMEPLATES ONMCC BUCKETS,ON A 3" X 3" LAYOUTSIZE EALLEN-BRADLEYWP-1234MCC BUCKET1/4" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 15 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR ALLEN-BRADLEY MCCBUCKET TITLE PLATES (SCREWED ON)SIZE M11/4" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 14 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR SIEMENS MCCBUCKET TITLE PLATES (SCREWED ON)SIZE M2SIEMENSWP-1234MCC BUCKET3/16" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 12 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR CUTLER HAMMER MCCBUCKET TITLE PLATES (SCREWED ON)SIZE M3MCC BUCKETWP-1234CUTLER-HAMMER0.15" TEXT,ARIAL FONT, 1-2 LINES,APROX. 15CHARACTERS/LINE MAXSIZE FTYPICALLY USED ABOVEL1 LEGEND PLATES ONOPERATOR STATIONSREMOTE STATIONLIFT STATIONSIZE G13/16" TEXT,ARIAL FONT, 1 LINE,APROX. 12CHARACTERS/LINE MAXCS-1234SIZE G20.15" TEXT,ARIAL FONT, 1-2 LINES,APROX. 15CHARACTERS/LINE MAXTYPICALLY USED ABOVEL2 LEGEND PLATES ONOPERATOR STATIONSCS-1234REMOTE STATIONSIZE L1HANDAUTOOFFHANDAUTOOFFSIZE L2LEGEND PLATEALLEN-BRADLEY 800T-X559(WHEN REQUIRED BY SPECIFICATION)(ALUMINUM, BLANK)0.15" TEXT, ARIAL FONT, 1-2 LINES,APPROX. 14 CHARACTERS/LINE MAXIMUMLEGEND PLATE(LAMINATED PHENOLIC, 1/8" THICKNESS)0.15" TEXT, ARIAL FONT, 1-2 LINES,APPROX. 14 CHARACTERS/LINE MAXIMUMTHIS CABINET IS SUPPLIEDWITH MULTIPLE POWER SOURCES.BE SURE ALL ARE DISCONNECTEDBEFORE SERVICING.WARNINGINTRINSICALLYSAFE WIRING ONLYPROVIDES INTRINSICALLYSAFE CIRCUIT EXTENSIONSFOR USE IN CLASS 1 GROUP DHAZARDOUS LOCATIONSWHEN CONNECTED PER PANELCONTROL DRAWING.WARNINGTO PREVENT IGNITION OFFLAMMABLE OR COMBUSTIBLEATMOSPHERES, DISCONNECTPOWER BEFORE SERVICING.SIZE X0.15",3/16", 1/4", 5/16", TEXT, ARIAL FONT, MULTIPLE LINES,BLACK, RED, OR YELLOW BACKGROUND, BLACK OR WHITE TEXT,STANDARD OR REVERSE ENGRAVEDCUSTOM NAMPLATECUSTOM SIZES,CUSTOM TEXT,ACCORDING TO THESPECIFICATION,LAMINATED PHENOLIC, 1/8" THICKSAMPLE5/16" TEXT, ARIAL FONT, 1-3 LINES,APPROX. 25 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR SQUARE D MCCBUCKET TITLE PLATES (SCREWED ON)HOLES ARE 0.125" DIAMETERSIZE M4SQUARE DMCC BUCKETSIZE L3LEGEND PLATESQUARE D 9001KN3000.15" TEXT, ARIAL FONT, 1-2 LINES,APPROX. 14 CHARACTERS/LINE MAXIMUMBULK LIME POSITIVE1/2" TEXT, ARIAL FONT, 1-2 LINES,APPROX. 17 CHARACTERS/LINE MAXIMUMTYPICALLY USED FOR WALLMOUNT ENCLOSURE TITLE PLATESSIZE B4BLOWER NO. 2TYPICALLY USED FOR FREE STANDING ENCLOSURE TITLE PLATESTYPICALLY USED FOR WALLMOUNT ENCLOSURE TITLE PLATES6.00"1.50"3.00"1.00"6.00"1.50"1.50"8.00"8.00"2.00"10.00"2.00"3.63"2.50"1.00"6.25"3.50"1.25"1.50"1.13"2.00"0.50"0.88"2.88"2.00"0.63"2.00"0.50"1.83"2.25"1.78"2.00"1.72"2.00"www.ipsamerica.bizIntegrated Process Solutions, Inc.Albany, MN Grand Forks, ND Waunakee, WI34696 412th Street 218-435-1703Fosston, MNwww.ipsamerica.bizIntegrated Process Solutions, Inc.Albany, MN Grand Forks, ND Waunakee, WI34696 412th Street 218-435-1703Fosston, MNSTANDARD NAMEPLATESDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726C NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA STANDARD NAMEPLATES AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 4341535131SUPPLY1413RELAYRELAY2423RELAYRELAYCH 1CH 25202INPUT(1)FPRS(2)(3)(4)REV. AA 2003-09-19423331SUPPLY141324235104BREV. AA 2003-02-1244CH 22-wire transmitter +33(+24)(GND)425212RELAY/NPN+11RELAY/NPN-22RELAY/NPN+21RELAY/NPN-1121mA+CURRENT2-WIRE INSTALL-52+-54CH 1mA+UL CONTROL DRAWING 5202QU01UL CONTROL DRAWING 5104QU01HAZARDOUS (CLASSIFIED) LOCATIONCLASS I, DIVISION 1, GROUP A, B, C, DCLASS II, ZONE 0 AND 1, GROUP IICCLASS II, DIVISION 1 GROUP E, F, GINTRINSICALLY SAFE APPARATUSENTITY PARAMETERS:Vmax (Ui) > Vt (Uo)Imax (li) > it (lo)Pi > PoCa > Ccable + CiLa > Lcable + LiTHE SUM OF CAPACITANCE ANDINDUCTANCE OF CABLE ANDINTRINSIC SAFE EQUIPMENT MUSTBE LESS OR EQUAL TO Ca AND LaINSTALLATION NOTES:1) THE MAXIMUM NON HAZARDOUS LOCATION VOLTAGE IS 250VAC/DC.2) THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE NFPA 70, ARTICLES 504 & 505.3) THE TERMINALS OF THE TWO INDIVIDUAL CHANNELS SHALL NOT BE INTERCONNECTED IN ANYWAY.4) INSTALL IN POLLUTION DEGREE 2 OR BETTER.5) USE 60 / 70 DEG COPPER CONDUCTORS WITH WIRE SIZE AWG: (26 - 14).6) WARNING: SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY.7) IF CABLE PARAMETERS ARE UNKNOWN CCABLE MAY BE SET TO 60PF/FT AND LCABLE MAY BE SET TO 0.20 UH/FT.SENSORSUPPLY +CONTACTSUPPLY +FPFPINPUT(1)FPRS(2)(3)(4)SENSORSUPPLY +CONTACTSUPPLY +FPFPINTRINSICALLY SAFE APPARATUSENTITY PARAMETERS:Vmax (Ui) > Vt (Uo)Imax (li) > it (lo)Pi > PoCa > Ccable + CiLa > Lcable + LiTHE SUM OF CAPACITANCE ANDINDUCTANCE OF CABLE ANDINTRINSIC SAFE EQUIPMENT MUSTBE LESS OR EQUAL TO Ca AND La5202B ASSOCIATED APPARATUS PARAMETERSCH1TERMINALS 41 TO 43CH2TERMINALS 51 TO 53Vt (Uo)10.6 VIt (Lo)13.8 mAIIC / grp. A,BIIB / grp. CIIA / grp. DCa (Co)1.9 uF4.0 uF50 uFLa (Lo)160 mH600 mH1 HRELAY OUTPUT 11 -14, 21 - 24VOLTAGE250V AC, 100 VACURRENT2A AC, 100VA24 VDC1A DCPILOT DUTY120/240V AC, 100V ACNPN OUTPUT 11 - 12, 21 - 22GENERAL PURPOSE30V DC. 80 mAPILOT DUTY30V DC. 80 mANONHAZARDOUSASSOCIATED APPARATUSGALVANIC ISOLATEDINSTALLATION NOTES:1) THE MAXIMUM NON HAZARDOUS LOCATION VOLTAGE IS 250VAC/DC.2) 2) THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE NFPA 70, ARTICLES 504 & 505.3) 3) THE TERMINALS OF THE TWO INDIVIDUAL CHANNELS SHALL NOT BE INTERCONNECTED IN ANYWAY.4) INSTALL IN POLLUTION DEGREE 2 OR BETTER.5) USE 60 / 70 DEG COPPER CONDUCTORS WITH WIRE SIZE AWG: (26 - 14).6) 6) WARNING: SUBSTITUTION OF COMPONENTS MAY IMPAIR INTRINSIC SAFETY.T+-T+mA+CURRENT2-WIRE INSTALL-mA+HAZARDOUS (CLASSIFIED) LOCATIONCLASS I, DIVISION 1, GROUP A, B, C, DCLASS II, ZONE 0 AND 1, GROUP IICCLASS II, DIVISION 1 GROUP E, F, GNONHAZARDOUSASSOCIATED APPARATUSGALVANIC ISOLATED5104B ASSOCIATED APPARATUS PARAMETERSCH1TERMINALS 41 TO 44CH2TERMINALS 51 TO 54Vt (Uo)28 VIt (Lo)93 mAPo0.65 WIIC / grp. A,BIIB / grp. CIIA / grp. DCa (Co)0.052 uF0.44 uF1.45 uFLa (Lo)2.4 mH12 mH20 mHINTRINSIC SAFETY INSTALLATION INSTRUCTIONSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726D NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA INTRINSIC SAFETY INSTALLATION INSTRUCTIONS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS SPECIAL REQUIREMENTS NONE FERRULES SEE NOTESMANUFACTURERPART NUMBERSIZECONSTRUCTIONUL ENCLOSURE TYPEHINGEDFINISHOTHERMANUFACTURERPART NUMBERSIZEFINISHOTHERCONDUIT ENTRANCE TOP BOTTOM UNKNOWNGENERAL PANEL ASSEMBLY INFORMATIONUL YES NOPANEL INSULATION NONE 1/2" FOAM SEE NOTESDOOR STOP REQUIRED YES NODEVICE MARKERS PRINTED LABEL (STANDARD) NAMEPLATE SEE NOTESWIRE MARKERS SELF-LAMINATING (STANDARD) HEAT SHRINK SEE NOTESWIRE COLOR STANDARD (SEE CHART) SEE NOTESSERVICE ENTRANCE YES NONOTES:AMBIENT TEMPERATURE RATING 5 - 35 DEG C SEE NOTESBACK PANEL SPECIFICATIONSENCLOSURE SPECIFICATIONSNAMEPLATES BLACK WITH WHITE LETTERS (B/W) WHITE WITH BLACK LETTERS (W/B)ENCLOSURE SCCR LABELU.L. 508A FILE NO. E468585YES / NOU.L. 698A FILE NO. E468585YES / NOSUITABLE FOR USE AS SERVICE EQUIPMENTYES / NODATEDATE LABEL CREATEDIPS PROJECTPANELBUILT BYTBDINSPECTED BYIPSMIN WIRE AWG16 AWGUL ENCLOSURE TYPELARGEST MOTOR HPSHORT CIRCUIT CURRENT (AMPS OR KA)10kAMAIN VOLTAGE SOURCEVOLTS120VACPHASE1 PHASEHERTZ60HZF.L.A.OTHER VOLTAGE SOURCEVOLTS120VAC (UPS)PHASE1 PHASEHERTZ60HZF.L.A.122726SCP NOR-101N/A20A15AENCLOSURE SPECIFICATIONS72"H x 36"W x 12"DSCE-72EL3612LPSAGINAWLEFT SIDETYPE 12MILD STEELSMOOTH BRUSHEDBACK PANEL SPECIFICATIONSPOWDER COATED WHITESAGINAWSCE-72P3669.00"H x 33.00"W x 0.88"DNOR-101 PANEL STANDARDSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726E NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA NOR-101 PANEL STANDARDS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FRONT VIEWLEFT SIDE VIEWRIGHT SIDE VIEWSCESCE-ELMFK4ROIT2202711P-T7C21D8SABB AWHT-311DWYERTIT-110DPBBLACKC0INCHES24681012141618202224NOR-101 FRONT PANEL LAYOUTDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726F NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA NOR-101 FRONT PANEL LAYOUT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJSCOMPONENTS SHOWN IN HALF TONE ARE INTERNAL TO THE PANEL.SEE STANDARD NAMEPLATES SHEET C FOR CODE DETAILS NAMEPLATE SCHEDULETAGLINE1LINE2POS1POS2SIZEASCADA CONTROL PANELNOR-101SIZE B2BCOMMON ALARMSIZE L2CALARM RESETSIZE L2DNORMALBYPASSSIZE L213.10"72.00"36.00" BACK PANELLINE PROTECTED LOAD20AREC112HUBBELLDRUBGFI20 GFCIRECEPTACLELED115SCESCE-SLMS70024-28VDC OK++--NLPEPOWER SUPPLYULCUS LISTEDAC100-120 /200-240V 24 VDC3 AMPS80 WATTSPS202AB1606-XLE80E24-28VDC OK++--NLPEPOWER SUPPLYULCUS LISTEDAC100-120 /200-240V24 VDC3 AMPS80 WATTSPS206AB1606-XLE80E+-VoutRedundancyModule +-Vin1+-Vin211121314Input 1okInput 2okRM209AB1606-XLEREDEXISB604PR ELECTRONICS5104BB2APULSEISOLATOREXCH1POWEROUTPUTSIGNALCH2OUTPUTSIGNAL ISB704PR ELECTRONICS5202B2WARNING: SUBSTITUTIONOF COMPONENTS MYIMPAIR INTRINSIC SAFETYINTRINSICALLYSAFE WIRING ONLYCPU3031769-L33ERSLOT 0RACK 0DI307AB1769-IA16SLOT 2RACK 0PS309POWER SUPPLYAB1769-PA4DI311AB1769-IA16SLOT 3RACK 0DO313AB1769-OW8SLOT 4RACK 0EC3211769-ECRAB1AFU704WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU604WEIDMUELLER1880410000BUSSMANNAGC-1-R 10-36VDC O/OFF I/OND10ACB806SQDQOU110CR1004IDECRJ2S-CL-A120SJ2S-05BW CR705IDECRJ2S-CL-A120SJ2S-05BW CR804IDECRJ2S-CL-A120SJ2S-05BW CR930IDECRJ2S-CL-A120SJ2S-05BW CR717IDECRU4S-C-A110SY4S-05CR724IDECRU4S-C-A110SY4S-05LEAKAGEOVERTEMPAUTO RESETMANUAL RESETOVERTEMPRESETPOWERSF1102FLYGT14-40 71 29LEAKAGEOVERTEMPAUTO RESETMANUAL RESETOVERTEMPRESETPOWERSF1113FLYGT14-40 71 29LEAKAGEOVERTEMPAUTO RESETMANUAL RESETOVERTEMPRESETPOWERSF1124FLYGT14-40 71 29AO315AB1769-OF4SLOT 5RACK 0O/OFFI/OND15ACB112SQDQOU115O/OFF I/OND15ACB136SQDQOU115O/OFFI/OND20ACB103SQDQOU120CR118IDECRJ2S-CL-A120SJ2S-05BW CR418IDECRJ2S-CL-A120SJ2S-05BW LNRED = REPLACECEUR 120VACSU106ERICOTDS1301TR150936251487BA CR138AB700-HB33A1-4700-HN1541AFU1008WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU1019WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU1036WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU1102WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU1113WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU1124WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU1203WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC3A FU202WEIDMUELLER1880390000BUSSMANNAGC-3-R 140-250VAC3A FU206WEIDMUELLER1880390000BUSSMANNAGC-3-R140-250VAC2A FU309WEIDMUELLER1880390000BUSSMANNAGC-2-R140-250VAC2A FU313WEIDMUELLER1880390000BUSSMANNAGC-2-R140-250VAC1A FU411WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU503WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU512WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU808WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU819WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU836WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU908WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU919WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU936WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC6A FU204WEIDMUELLER1880410000BUSSMANNAGC-6-R 10-36VDC6A FU208WEIDMUELLER1880410000BUSSMANNAGC-6-R10-36VDC6A FU213WEIDMUELLER1880410000BUSSMANNAGC-6-R 10-36VDC1A FU220WEIDMUELLER1880410000BUSSMANNAGC-1-R10-36VDC1/4AFU612WEIDMUELLER1880410000BUSSMANNAGC-1/4-R10-36VDC 1/4AFU902WEIDMUELLER1880410000BUSSMANNAGC-1/4-R 10-36VDC110411051115111611261127904B904ASHLDSHLD4902ASHLDSHLD13041307809A810809A811809A808815818805N809909909A910909A911909A90891591810091009A10101009A10111009A1008101510181310823826825819821925919921923926102510191021102310266126134SHLD4623624SHLD635634SHLD411412N1204504A503513512507503510503516512412831N831NN933N933NN1033N1033N12031203120734L3N3L1AL1N1112GND1NN1325W500VAUPS123APCSUA500PDR341N341N1111NNNNNN11444433332A FU223WEIDMUELLER1880390000BUSSMANNAGC-2-R 140-250VAC AI319AB1769-IF8SLOT 7RACK 01AFU1503WEIDMUELLER1880410000BUSSMANNAGC-1-R10-36VDC CR719IDECRJ25-CL-AI20SR3B-05TD707IDECRTE-P2AF20SR3B-05DI317AB1769-IA16SLOT 6RACK 01AFU1215WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU1227WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VAC1A FU1303WEIDMUELLER1880390000BUSSMANNAGC-1-R 140-250VAC1A FU1315WEIDMUELLER1880390000BUSSMANNAGC-1-R140-250VACLINEPROTECTED LOAD15AREC224HUBBELLDRUB15 O/OFFI/OND10ACB224SQDQOU110CR715IDECRU4S-C-A110SY4S-05 AI305AB1769-IF4SLOT 1RACK 01/4AFU1510WEIDMUELLER1880410000BUSSMANNAGC-1/4-R 10-36VDC1/4AFU1517WEIDMUELLER1880410000BUSSMANNAGC-1/4-R10-36VDC1/4AFU1524WEIDMUELLER1880410000BUSSMANNAGC-1/4-R 10-36VDC1/4AFU1531WEIDMUELLER1880410000BUSSMANNAGC-1/4-R10-36VDCEXISB1503PR ELECTRONICS5104BB2APULSEISOLATOR EXCH1 POWEROUTPUTSIGNALCH2OUTPUTSIGNAL ISB1203PR ELECTRONICS5202B2 TD727IDECRTE-P2AF20SR3B-05605606SHLD707708712713GNDGND12061207A12111212GNDGND1504A1505ASHLD 74357069727164630INCHES24681012141618202224NOR-101 BACK PANEL LAYOUTDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726G NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA NOR-101 BACK PANEL LAYOUT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJSETHERNET SWITCHPOE INJECTOR10.60"8.40"4.00"6.00"2726 NEW2726 MODBILL OF MATERIALSITEMQTYMFGCATALOGDESCRIPTION351BUSSMANNAGC-1-RFUSE, FAST ACTING, GLASS TUBE, 1A631PR ELECTRONICS5104BB2AIS BARRIER, ANALOG, 1 CHANNEL641PR ELECTRONICS5202B2IS BARRIER, DISCRETE, 2 CHANNEL, DUAL RELAY OUTPUT693WEIDMUELLER1010000000SCREW CONNECTION TERMINAL, GREEN/YELLOW, 25A706WEIDMUELLER1037720000SCREW CONNECTION TERMINAL, GRAY, 25A711WEIDMUELLER1050050000END BARRIER, GRAY721WEIDMUELLER1859200000END ANCHOR, GRAY741WEIDMUELLER18804100001 POLE FUSE BLOCK, 10-36V AC/DC32.94"68.94" ENCLOSURE SCCR LABELU.L. 508A FILE NO. E468585YES / NOU.L. 698A FILE NO. E468585YES / NOSUITABLE FOR USE AS SERVICE EQUIPMENTYES / NODATEDATE LABEL CREATEDIPS PROJECTPANELBUILT BYTBDINSPECTED BYIPSMIN WIRE AWG16 AWGUL ENCLOSURE TYPELARGEST MOTOR HPSHORT CIRCUIT CURRENT (AMPS OR KA)10kAMAIN VOLTAGE SOURCEVOLTS120VACPHASE1 PHASEHERTZ60HZF.L.A.SPECIAL REQUIREMENTS NONE FERRULES SEE NOTESMANUFACTURERPART NUMBERSIZECONSTRUCTIONUL ENCLOSURE TYPEHINGEDFINISHOTHERMANUFACTURERPART NUMBERSIZEFINISHOTHERCONDUIT ENTRANCE TOP BOTTOM UNKNOWNGENERAL PANEL ASSEMBLY INFORMATIONUL YES NOPANEL INSULATION NONE 1/2" FOAM SEE NOTESDOOR STOP REQUIRED YES NODEVICE MARKERS PRINTED LABEL (STANDARD) NAMEPLATE SEE NOTESWIRE MARKERS SELF-LAMINATING (STANDARD) HEAT SHRINK SEE NOTESWIRE COLOR STANDARD (SEE CHART) SEE NOTESSERVICE ENTRANCE YES NONOTES:BACKUP MODE PANEL10AN/A42726AMBIENT TEMPERATURE RATING 5 - 35 DEG C SEE NOTESBACK PANEL SPECIFICATIONSPOWDER COATED WHITESCESCE-24P2421.00"H x 21.00"W x 0.88"DENCLOSURE SPECIFICATIONS24"H x 24"W x 16"DSCE-24EL2416LPSCELEFT SIDE12MILD STEELANSI 61 GRAYNAMEPLATES BLACK WITH WHITE LETTERS (B/W) WHITE WITH BLACK LETTERS (W/B)FLOAT MODE PANEL STANDARDSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726H NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA FLOAT MODE PANEL STANDARDS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FRONT VIEWLEFT SIDE VIEWRIGHT SIDE VIEWCB718EATONFAZ-C10/1-NA-SP10A1324DPET720PAXP0000RED LION CR727IDECRJ2S-CL-A120CR730IDECRJ2S-CL-A120SCE-ELMFK4SCESS739PULSEISOLATOR EXCH1POWEROUTPUTSIGNALCH2OUTPUTSIGNAL ISB726PR ELECTRONICS5202B2AB727A727731A731WARNING: SUBSTITUTIONOF COMPONENTS MAYIMPAIR INTRINSIC SAFETYINTRINSICALLYSAFE WIRING ONLYBACK PANEL VIEW24.00"725665593157647271704350918A1018AGND739A740AN904B804B904A7180INCHES24681012141618202224SEE STANDARD NAMEPLATES SHEET C FOR CODE DETAILSFLOAT MODE PANEL LAYOUTSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726I NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA FLOAT MODE PANEL LAYOUTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS NAMEPLATE SCHEDULETAGLINE1LINE2POS1POS2POS3SIZECOLORABACKUP MODEPANELB2B/WBPUMP 2OFFPUMP 3L2B/W17.07"24.00"20.94"20.94"BILL OF MATERIALSITEMQTYMFGCATALOGDESCRIPTION21SCESCE-24EL2416LPTYPE 12 AND 13 ENCLOSURES FOR FLANGE-MOUNTED DISCONNECTS31SCESCE-24P24SUBPANEL, STEEL, PAINTED WHITE71SCESCE-ELMFK4FOOT KIT, EL MOUNTING (4PC)311AB800H-JR2B3-POSITION SELECTOR SWITCH, NEMA 4/4X/13431EATONFAZ-C10/1-NA-SP1-POLE CIRCUIT BREAKER, 10A502IDECRJ2S-CL-A120RELAY, SQUARE W/BLADE TERMINAL, 8A, 2PDT, 120VAC561IPSB2NAME PLATE, 1.50" X 6.00" (B/W)571IPSIPS BARRIERENCLOSURE, I.S. BARRIER ALUMINUM591IPSL2NAME PLATE, 2.25" X 2.00" (B/W)641PR ELECTRONICS5202B2IS BARRIER, DISCRETE, 2 CHANNEL, DUAL RELAY OUTPUT651RED LIONPAXP0000DIGITAL PANEL METER691WEIDMUELLER1010000000SCREW CONNECTION TERMINAL, GREEN/YELLOW, 25A7013WEIDMUELLER1037720000SCREW CONNECTION TERMINAL, GRAY, 25A712WEIDMUELLER1050050000END BARRIER, GRAY727WEIDMUELLER1859200000END ANCHOR, GRAY ENCLOSURE SCCR LABELU.L. 508A FILE NO. E468585YES / NOU.L. 698A FILE NO. E468585YES / NOSUITABLE FOR USE AS SERVICE EQUIPMENTYES / NODATEDATE LABEL CREATEDIPS PROJECTPANELBUILT BYTBDINSPECTED BYIPSMIN WIRE AWG16 AWGUL ENCLOSURE TYPELARGEST MOTOR HPSHORT CIRCUIT CURRENT (AMPS OR KA)N/ASPECIAL REQUIREMENTS NONE FERRULES SEE NOTESMANUFACTURERPART NUMBERSIZECONSTRUCTIONUL ENCLOSURE TYPEHINGEDFINISHOTHERMANUFACTURERPART NUMBERSIZEFINISHOTHERCONDUIT ENTRANCE TOP BOTTOM UNKNOWNGENERAL PANEL ASSEMBLY INFORMATIONUL YES NOPANEL INSULATION NONE 1/2" FOAM SEE NOTESDOOR STOP REQUIRED YES NODEVICE MARKERS PRINTED LABEL (STANDARD) NAMEPLATE SEE NOTESWIRE MARKERS SELF-LAMINATING (STANDARD) HEAT SHRINK SEE NOTESWIRE COLOR STANDARD (SEE CHART) SEE NOTESSERVICE ENTRANCE YES NONOTES:AIR GAP PANELN/A3R2726AMBIENT TEMPERATURE RATING 5 - 35 DEG C SEE NOTESBACK PANEL SPECIFICATIONSPOWDER COATED WHITEWEST TOOLBP2424M20.38"H x 20.38"W x 0.78"DENCLOSURE SPECIFICATIONS24"H x 24"W x 6"D1WTE242406SWWEST TOOLLEFT SIDETYPE 3R304 STAINLESS STEELSMOOTH BRUSHEDNAMEPLATES BLACK WITH WHITE LETTERS (B/W) WHITE WITH BLACK LETTERS (W/B)AIR GAP PANEL STANDARDSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726J NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA AIR GAP PANEL STANDARDS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FRONT VIEWRIGHT SIDE VIEWAPDB1002175AMERSENMPDB67053PDB902175AMERSENMPDB67053GND802C803B804BGNDGND1104110511151116112611271504A1505A707708712713GNDGND60560612061207AGND42.07"9072706971787784760INCHES24681012141618202224AIR GAP PANEL LAYOUTDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726K NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA AIR GAP PANEL LAYOUT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJSCOMPONENTS SHOWN IN HALF TONE ARE INTERNAL TO THE PANEL.BACK PANEL VIEWSEE STANDARD NAMEPLATES SHEET C FOR CODE DETAILS NAMEPLATE SCHEDULETAGLINE1SIZEAAIR GAP PANELSIZE B2BILL OF MATERIALSITEMQTYMFGCATALOGDESCRIPTION693WEIDMUELLER1010000000SCREW CONNECTION TERMINAL, GREEN/YELLOW, 25A7016WEIDMUELLER1037720000SCREW CONNECTION TERMINAL, GRAY, 25A714WEIDMUELLER1050050000END BARRIER, GRAY728WEIDMUELLER1859200000END ANCHOR, GRAY761WEST TOOL1WTE242406SWAIR GAP PANEL773AB1492-J6SCREW CONNECTION TERMINAL, GRAY783AB1492-JG6SCREW CONNECTION TERMINAL, GREEN/YELLOW, GROUNDING842MERSENMPDB67053POWER DISTRIBUTION BLOCKS901WEST TOOLBP2424MSUBPANEL, STEEL, PAINTED WHITE24.15"7.16"20.38"20.38" 10INCHES23456789101112OIT2202711P-T7C21D8SABCPU3031769-L33ERSLOT 0RACK 0DI307AB1769-IA16SLOT 2RACK 0PS309POWER SUPPLYAB1769-PA4DI311AB1769-IA16SLOT 3RACK 0DO313AB1769-OW8SLOT 4RACK 0EC3211769-ECRABAO315AB1769-OF4SLOT 5RACK 0AI319AB1769-IF8SLOT 7RACK 0DI317AB1769-IA16SLOT 6RACK 0AI305AB1769-IF4SLOT 1RACK 01 2 3 4 5 6 7 8 MODE COM227 CISCO3560CX-8TC-S 9 10 11 12325W500VAUPS123APCSUA500PDR NETWORK DETAILSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726L NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA NETWORK DETAILS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJSGRAYMONOPRICE2301PLCCAT304GRAYMONOPRICE3437OITCAT221 POE INJECTOR(PBO)GRAYMONOPRICE2294RADIOCAT229CAT229RADIOALL RADIO EQUIPMENT PBOALL RADIO EQUIPMENT PBOPOE INJECTOR(PBO)DUTY PUMP VFDLAG PUMP VFDLEAD PUMP VFDGRAYMONOPRICE2301PLCCAT304GRAYMONOPRICE3437OITCAT221GRAYMONOPRICE2294RADIOCAT229CAT229RADIO FIELD OR AS NOTEDCONTROL PANEL010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394011111111111111111111111111111111111111111111111111111111111111111111111111111111POWER FROM CP-01CIRCUIT 928CR138UPS47CR138UPS20ASQDQOU120CB10315AQOU115CB13615ASQDQOU115CB112NN3L31134112N1L1L1AN110377200001121037720000N103772000011037720000N11037720000L11037720000N31037720000L31037720000L1A1037720000N11010000000GNDGEATONGBK10PDB10720ARECEPTACLEGFCIREC112HUBBELLDRUBGFI20A3CR138700-HB33A1-4AB700-HN154BANCNO134,134136,136,406UPSA2CR118RJ2S-CL-A120IDECSJ2S-05BW81NCNO403POWER ONCONTROL85CR138UPS71CR138UPSSU106ERICOTDS1301TR150120VACLNPE141112SUPPRESSORSURGELED115NLMOTION SENSORENCLOSURE LIGHTSCESCE-SLMS7001from 1401108to 409108ONBATTERYLOWBATTERYINPUTOUTPUTUPS123APCSUA500PDRUPSLLG4500VA325W120VAC120VACL1to 806DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27261 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA INCOMING POWER AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394022222222222222222222222222222222222222222222222222222222222222222222222222222222FIELD OR AS NOTEDCONTROL PANEL304from 3042202211N134N1AWEIDMUELLER1880410000FU220BUSSMANNAGC-1-RGRAYMONOPRICE3437OITCAT221CAT221OITGRAYCAT304PLCGRAY202204A206INPUT 2INPUT 124VDC POWERREDUNDANCY MODULE20ARM209AB1606-XLERED+ IN1+ IN2IN1 -IN2 -+ OUTGOUT -204B204208208A208B80 WATTS3 AMPS24 VDCPOWER SUPPLYPS202AB1606-XLE80EL+NGND-80 WATTS3 AMPS24 VDCPOWER SUPPLYPS206AB1606-XLE80EL+NGND-3AWEIDMUELLER1880390000FU202BUSSMANNAGC-3-R3AWEIDMUELLER1880390000FU206BUSSMANNAGC-3-R6AWEIDMUELLER1880410000FU204BUSSMANNAGC-6-R6AWEIDMUELLER1880410000FU208BUSSMANNAGC-6-R6A1880410000FU213BUSSMANNAGC-6-R10377200003103772000046.5" COLOR DISPLAYOIT2711P-T7C21D8SABOIT220+GND-34CAT834PUMP 1CAT934PUMP 2CAT1034PUMP 3from 834from 934from 1034304POE INJECTOR(PBO)EXISTING ANTENNACAT229RADIOGRAY229213216to 42221687432156CONSOLE1112109COM227CISCO3560CX-8TC-SPWR2 SFP PORTS8 ETHERNET PORTSETHERNET SWITCH120VAC24VDC120VAC24VDCGRAYMONOPRICE2294RADIOCAT229REC22415AHUBBELLDRUB1510ASQDQOU110CB224PG225PG225A224225225ADWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27262 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA DC POWER SUPPLY AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394033333333333333333333333333333333333333333333333333333333333333333333333333333333CONTROL PANEL304304to 231431N134N2AWEIDMUELLER1880390000FU313BUSSMANNAGC-2-RGRAYMONOPRICE2301PLCCAT304PROCESSOR1769-L33ERABCPU303SLOT 0RACK 0CPUINPUT MODULE16 POINT 120VAC1769-IA16ABDI307COM SLOT 2RACK 0INPUT MODULE8-CH ANALOG1769-IF8ABAI319 SLOT 7RACK 0INPUT MODULE16 POINT 120VAC1769-IA16ABDI311COM SLOT 3RACK 0DO313AB1769-OW88 POINT VAC/VDCOUTPUT MODULE SLOT 4RACK 0GPS309AB1769-PA4POWER SUPPLYLN POWER SUPPLY2AWEIDMUELLER1880390000FU309BUSSMANNAGC-2-R309313END RIGHT CAP1769-ECRABEC321 ENDCAPAO315AB1769-OF44 CHANNEL ANALOGOUTPUT MODULE SLOT 5RACK 0120VAC24VDC120VAC24VDCINPUT MODULE16 POINT 120VAC1769-IA16ABDI317COM SLOT 6RACK 0INPUT MODULE4-CH ANALOG1769-IF4ABAI305 SLOT 1RACK 0DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27263 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PLC LAYOUT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394044444444444444444444444444444444444444444444444444444444444444444444444444444444CONTROL PANELN134N431CONTROL POWER FAIL0/2/0DI:2/0DIIN 0UPS FAIL0/2/1DI:2/1DIIN 1TVSS FAIL0/2/8DI:2/8DIIN 8DOOR SWITCH0/2/9DI:2/9DIIN 9108from 10810843CR118CONTROLPOWER ON69CR138UPSLS412DOOR SWITCH103772000041210377200004111AWEIDMUELLER1880390000FU411BUSSMANNAGC-1-R411403406COMMON ALARM0/4/0DO:4/0DOOUT 0A2CR418RJ2S-CL-A120IDECSJ2S-05BW81NCNO420COMMON ALARMA3COMMON ALARML2B1LT420RAB800H-QRTH2R41643CR418COMMON ALARM420OXBYPASSNORMALSS413800H-HR2AABDC POWER FAIL0/2/6DI:2/6DIIN 6216from 216216ALARM RESET0/2/7DI:2/7DIIN 7PB425BLACK800H-AR2BAB425120VAC24VDC120VAC24VDC10377200004251204from 12041204DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27264 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PANEL SIGNALS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394055555555555555555555555555555555555555555555555555555555555555555555555555555555CONTROL PANELN134N431GENERATOR LOWBATTERY VOLTAGE(FROM GENERATOR)0/3/1DI:3/1DIIN 1ATS IN GENERATORPOSITION(FROM GENERATOR)0/3/2DI:3/2DIIN 2GENERATOR RUNNING(FROM ATS)0/3/3DI:3/3DIIN 3ATS IN GENERATORPOSITION(FROM ATS)0/3/4DI:3/4DIIN 410377200005031AWEIDMUELLER1880390000FU503BUSSMANNAGC-1-R103772000051310377200005121AWEIDMUELLER1880390000FU512BUSSMANNAGC-1-R103772000050710377200005031037720000510103772000050310377200005161037720000512503507510512513516GENERATORATSVERIFYTERMINATIONSVERIFYTERMINATIONS120VAC24VDC120VAC24VDCDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27265 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA GENERATOR AND ATS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394066666666666666666666666666666666666666666666666666666666666666666666666666666666CONTROL PANELN134N431103772000041037720000612103772000061410377200006131010000000SHLD1/4AWEIDMUELLER1880410000FU612BUSSMANNAGC-1/4-RWET WELL LEVEL0/1/0AI:1/0AII in 0+V/I in 0-ANLG ComTEMPERATURE TRANSMITTER0/1/1AI:1/1AII in 1+V/I in 1-ANLG ComREMOTE FLOW METER 10/1/2AI:1/2AII in 2+V/I in 2-ANLG ComEX-AREAPWR33+31-13+11-+44- 42PR ELECTRONICS5104BB2AISB604IS BARRIER1 CHANNEL ANALOG103772000060560760810377200006061010000000SHLD1AWEIDMUELLER1880410000FU604604605606103772000063510377200006341010000000SHLD612613634635EN604AIR GAP PANELWEST TOOL1WTE242406SWCONTINUED TO706+-TRANSMITTERSUBMERSIBLE LEVELLE-100-1-A23TRANSMITTERTEMPERATUREWHT-311DWYERTIT-11014103772000062410377200006231010000000SHLD624REMOTE FLOW METER 20/1/3AI:1/3AII in 3+V/I in 3-ANLG ComPOWER FROMCKT 11623+NLTRANSMITTERMAGNETIC FLOWFIT-101-1-POWER FROMCKT 11+NLTRANSMITTERMAGNETIC FLOWFIT-101-2-120VAC24VDC120VAC24VDC10377200006051037720000606DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27266 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA ANALOG INSTRUMENTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394077777777777777777777777777777777777777777777777777777777777777777777777777777777CONTROL PANELN134N431HIGH HIGH LEVEL FLOAT0/2/2DI:2/2DIIN 2HIGH LEVEL FLOAT0/2/3DI:2/3DIIN 3EX-AREAPWRCH1CH2ISB704PR ELECTRONICS5202B233+31-11124251132122235241IS BARRIER2 CHANNEL DISCRETELSHH-100-1-4ANCHOR SCIENTIFICGSI120NOFLOAT SWITCHBLKWHTGNDLSH-100-1-3ANCHOR SCIENTIFICGSI120NOFLOAT SWITCHBLKWHTGND70470210377200007071037720000708103772000071210377200007131010000000GND1010000000GND1AWEIDMUELLER1880390000FU704707708712713A2CR705HIGH HIGH FLOATFM RELAYS719RJ2S-CL-A120NONCSJ2S-05BW81711CONTINUED FROM607AIR GAP PANELCONTINUED TO801HIGH HIGHLEVEL RELAY119TD707119TD72743CR705HIGH HIGH FLOATFM RELAYSA4CR717FLOAT MODE PUMPS REQUIRED813,913,1013RU4S-C-A110NONCIDEC1314LOW LEVEL CUT OFF0/4/4DO:4/4DOOUT 4A4CR724LOW LEVEL CUT OFF809,909,1009RU4S-C-A110NONCIDECSY4S-051314717719722120VAC24VDC120VAC24VDCNCNOSTOP DELAYFM PUMPSCR719A2728RJ25-CL-AI2081ON DELAYNCNOLEVEL RELAYHIGH HIGHTD707A2717RTE-P2AF2056102A4CR715FLOAT MODE PUMPS REQUIRED810RU4S-C-A110NONCIDEC1314OFF DELAYNCNOTD727A2718RTE-P2AF205610243CR719730A730PUMP 3XOOOFFPUMP 2SS739AB800H-JR2B(L1)(L2)(+)(-)1452INPUT METERDIGITALPAXP0000RED LIONET7201037720000918A10377200001018AOOX1037720000739A1037720000740A918Afrom 918918A1018Afrom 10181018A739Ato 917740Ato 1017739A740A1037720000N1037720000904B1037720000804B1037720000904ALSHH 100-2-1LSLL 100-2-210AEATONFAZ-C10/1-NA-SPCB71856CR727PUMP 2 FLOAT ON73956CR730PUMP 3FLOAT ON74043CR727PUMP 2 FLOAT ON43CR730PUMP 3FLOAT ONPUMP 3FLOAT ON735,739NONC18IDECRJ2S-CL-A120CR730A2PUMP 2 FLOAT ON733,737NONC18IDECRJ2S-CL-A120CR727A2LEVEL DISPLAY AND BACKUP MODE PANEL904A731BEX-AREAPWRCH1CH22 CHANNEL DISCRETEIS BARRIER4152232221135142121131-5202B2PR ELECTRONICSISB72633+1037720000727A10377200007271037720000731A10377200007311010000000SHLDfrom 904from 905804Bfrom 806804BNfrom 807N718727A727B731A72773110377200007071037720000708103772000071210377200007131010000000GND1010000000GND1037720000718AIR GAP PANELCONTINUED FROM715CONTINUED TO801904BDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27267 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA FLOAT MODE AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394088888888888888888888888888888888888888888888888888888888888888888888888888888888FIELD OR AS NOTEDN134N431CONTROL PANELCAT834PUMP 1MOTOR SEAL FAILAND TEMPERATURESENSOR3440 RPM8.2 FLA6.5 HPDUTY PUMPP-100-1-1480 VACto 232CONTINUED FROM733CONTINUED TO901AIR GAP PANELEscSelALTJogI DISPREMOVELANGDSI 22-HIM-B122-HIM-C2SABHIM832MCC SECTION 02D10377200008091037720000809103772000082510377200008251037720000819103772000081910377200008211037720000821103772000082310377200008231A1880390000FU819BUSSMANNAGC-1-RPUMP 1SPEED COMMAND0/5/0AO:5/0AOI out 0+ANLG COMPUMP 1REQUIRED0/4/1DO:4/1DOOUT 1PUMP 1 VFDRUNNING0/3/5DI:3/5DIIN 5PUMP 1 VFDFAIL0/3/6DI:3/6DIIN 6A2CR804PUMP 1 REQUIRED811,828RJ2S-CL-A120NONCIDECSJ2S-05BW81AUTOOOXOFFHANDSS813AB800H-JR2BPUMP 11037720000809A43CR804PUMP 1 REQUIRED1037720000809AXOO1037720000810103772000080910377200008111037720000809A1037720000810103772000080910377200008111037720000809A43CR717FLOAT MODE PUMPS REQUIRED19CR724LOW LEVEL CUT OFF10377200008261037720000826OOXXOO1037720000808103772000081510377200008081037720000815103772000081810377200008181AWEIDMUELLER1880390000FU808BUSSMANNPUMP 1LOCAL IN AUTO0/2/4DI:2/4DIIN 4PUMP 1LOCAL IN HAND0/2/5DI:2/5DIIN 5C1B1A1C2B2A2DVDT802DV/DTFILTERTCIV1K18A0018A10ASQDQOU110CB8061037720000804B1037720000N802A8088118188198218238261010000000SHLD1010000000SHLD1037720000NA2CR829PUMP 1 RUNNING837,10711840RJ2S-CL-A120NONCIDECSJ2S-05BW811037720000NA3PUMP 1 ONB1L2LT837GAB800H-QRTH2G103772000083610377200008361037720000N1037720000NA3PUMP 1 OFFB1L2LT840RAB800H-QRTH2R1A1880390000FU836BUSSMANNAGC-1-R83634CR829PUMP 1 RUNNING83784032CR829PUMP 1 RUNNINGAMPS FEEDBACK0/7/0AI:7/0AII in 0+V/I in 0-ANLG Com103772000083210377200008321010000000SHLD1010000000SHLD832120VAC24VDC120VAC24VDCL1from 115L1OOX80959CR715FLOAT MODE PUMPS REQUIRED813810809A103772000082610377200008141037720000817814to 828814from 814817to 817817from 83156CR804PUMP 1 REQUIRED8171037720000814103772000081781781481430ATMCP802ABCIP MODULE20-750-ENETRABVOLTAGECURRENTTB2TB1ANALOG OUTPUT 0ANALOG INPUT 0AB20-750-2262C-2RI/O MODULE (24VDC)R0NOR0CR0NCAo0-Ao0+Ai0-Ai0+Di 5Di 4Di 3Di 2Di 1Di 0Di C+24V24VCU/T1V/T2W/T3GNDHIMR/L1S/L2T/L3PE10HP20F11ND022JA0NNNNNVFD802AB14A HD802803804825802B803A804A802Bto 10703804Ato 10703(DI RUN)(SPEED SELECT 2)(DIG COM)(SPEED SELECT 1)1492-JG6GND1492-J6802C1492-J6803B1492-J6804B1104from 11041105from 1105804B804BN1037720000110410377200001105REACTORLINE1321-3R18-BLR802ABA2B2C2A1B1C118A804C803C802D1037720000T21037720000T31037720000T18121037720000826826BACKUPPNL815DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27268 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PUMP 1 AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394099999999999999999999999999999999999999999999999999999999999999999999999999999999FIELD OR AS NOTEDN134N431CONTROL PANELXXRPMXXFLA60 HPLEAD PUMPP-100-1-2480 VACCONTINUED FROM840CONTINUED TO1001AIR GAP PANELCAT934PUMP 2MOTOR SEAL FAILAND TEMPERATURESENSORto 229EscSelALTJogI DISPREMOVELANGDSI 22-HIM-B122-HIM-C2SABHIM93210377200009091037720000909103772000092510377200009251037720000919103772000091910377200009211037720000921103772000092310377200009231A1880390000FU919BUSSMANNAGC-1-RA2CR930PUMP 2 REQUIRED911,922RJ2S-CL-A120NONCIDECSJ2S-05BW81AUTOOOXOFFHANDSS913AB800H-JR2BPUMP 21037720000909A43CR930PUMP 2 REQUIRED1037720000909AXOO1037720000910103772000090910377200009111037720000909A1037720000910103772000090910377200009111037720000909A59CR717FLOAT MODE PUMPS REQUIRED210CR724LOW LEVEL CUT OFF10377200009261037720000926OOXXOO103772000090810377200009151037720000908103772000091510377200009181037720000918C1B1A1C2B2A2DVDT902DV/DTFILTERTCIV1K80A0080APUMP 2SPEED COMMAND0/5/1AO:5/1AOI out 1+ANLG COMPUMP 2REQUIRED0/4/2DO:4/2DOOUT 2PUMP 2 VFDRUNNING0/3/7DI:3/7DIIN 7PUMP 2 VFDFAIL0/3/8DI:3/8DIIN 8PUMP 2LOCAL IN AUTO0/3/11DI:3/11DIIN 11PUMP 2LOCAL IN HAND0/3/12DI:3/12DIIN 12911918919921923926MCC SECTION 03A1037720000904B1037720000904A1010000000SHLDLEVEL DISPLAY0/5/3AO:5/3AOI out 3+ANLG COM908103772000041037720000902A1/4AWEIDMUELLER1880410000FU902BUSSMANNAGC-1/4-R1A1880390000FU908BUSSMANNAGC-1-R1010000000SHLD1010000000SHLD902A9281037720000NA2CR929PUMP 2 RUNNING937,10811940RJ2S-CL-A120NONCIDECSJ2S-05BW811037720000NA3PUMP 2 ONL2B1LT937GAB800H-QRTH2G103772000093610377200009361037720000N1037720000NA3PUMP 2 OFFL2B1LT940RAB800H-QRTH2R1A1880390000FU936BUSSMANNAGC-1-R34CR929PUMP 2 RUNNING32CR929PUMP 2 RUNNING936937940SPEED FEEDBACK0/7/1AI:7/1AII in 1+V/I in 1-ANLG Com103772000093210377200009321010000000SHLD1010000000SHLD120VAC24VDC120VAC24VDCOOX9139109091037720000926914to 922917from 9241037720000914103772000091756CR930PUMP 2 REQUIRED914from 914914914917917to 917917909A10377200009141037720000917MCC SECTION 04A200ATMCP902ABCIP MODULE20-750-ENETRABU/T1V/T2W/T3GNDHIMR/L1S/L2T/L3PE60HP20F11ND096JA0NNNNNVFD902AB77AVOLTAGECURRENTTB2TB1ANALOG OUTPUT 0ANALOG INPUT 0AB20-750-2262C-2RI/O MODULE (24VDC)R0NOR0CR0NCAo0-Ao0+Ai0-Ai0+Di 5Di 4Di 3Di 2Di 1Di 0Di C+24V24VC(DI RUN)(SPEED SELECT 2)(DIG COM)(SPEED SELECT 1)925902903904902to 10803904to 10803L2L1L3175AMERSENMPDB67053PDB9021492-JG6GND1115from 11151116from 11161AWEIDMUELLER1880410000FU918BUSSMANNAGC-1-R10377200009131037720000918A918A918Ato 739739Afrom 739904B904Ato 722to 72110377200001115103772000011161037720000933933932A2CR913CR1912,915RJ2S-CL-A120NONCIDECSJ2S-05BW8191291343CR1CR91356CR1CR9131037720000T11037720000T21037720000T3REACTORLINE1321-3R80-BLR902ABA2B2C2A1B1C180A904C903A902BBACKUPPNLBACKUPPNL915DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS27269 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PUMP 2 AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010101010FIELD OR AS NOTEDN134N431CONTROL PANELCAT1034PUMP 3MOTOR SEAL FAILAND TEMPERATURESENSORto 234XXRPMXXFLA60 HPLAG PUMPP-100-1-3480 VACCONTINUED FROM906AIR GAP PANELEscSelALTJogI DISPREMOVELANGDSI 22-HIM-B122-HIM-C2SABHIM1032103772000010091037720000100910377200001025103772000010251037720000101910377200001019103772000010211037720000102110377200001023103772000010231A1880390000FU1019BUSSMANNAGC-1-RA2CR1004PUMP 3 REQUIRED1011,1028RJ2S-CL-A120NONCIDECSJ2S-05BW81AUTOOOXOFFHANDSS1013AB800H-JR2BPUMP 310377200001009A43CR1004PUMP 3 REQUIRED10377200001009AXOO10377200001010103772000010091037720000101110377200001009A10377200001010103772000010091037720000101110377200001009A610CR717FLOAT MODE PUMPS REQUIRED311CR724LOW LEVEL CUT OFF1037720000102610377200001026OOXXOO1037720000100810377200001015103772000010081037720000101510377200001018103772000010181AWEIDMUELLER1880390000FU1008BUSSMANNC1B1A1C2B2A2DVDT1002DV/DTFILTERTCIV1K80A0080A1002B1008101110191023MCC SECTION 05APUMP 3SPEED COMMAND0/5/2AO:5/2AOI out 2+ANLG COMPUMP 3REQUIRED0/4/3DO:4/3DOOUT 3PUMP 3 VFDRUNNING0/3/9DI:3/9DIIN 9PUMP 3 VFDFAIL0/3/10DI:3/10DIIN 10PUMP 3LOCAL IN AUTO0/3/13DI:3/13DIIN 13PUMP 3LOCAL IN HAND0/3/14DI:3/14DIIN 141010000000SHLD1010000000SHLD1037720000NA2CR1029PUMP 3 RUNNING1037,110111040RJ2S-CL-A120NONCIDECSJ2S-05BW811037720000NA3PUMP 3 ONL2B1LT1037GAB800H-QRTH2G10377200001036103772000010361037720000N1037720000NA3PUMP 3 OFFL2B1LT1040RAB800H-QRTH2R1A1880390000FU1036BUSSMANNAGC-1-R34CR1029PUMP 3 RUNNING32CR1029PUMP 3 RUNNING102110371040SPEED FEEDBACK0/7/2AI:7/2AII in 2+V/I in 2-ANLG Com10377200001032103772000010321010000000SHLD1010000000SHLD1036120VAC24VDC120VAC24VDCOOX100910131009A101010377200001014103772000010171014to 10281014from 101410141017to 10171017from 1031101756CR1004PUMP 3 REQUIRED10171037720000101410377200001017MCC SECTION 06A200ATMCP1002ABCIP MODULE20-750-ENETRABU/T1V/T2W/T3GNDHIMR/L1S/L2T/L3PE60HP20F11ND096JA0NNNNNVFD1002AB77AVOLTAGECURRENTTB2TB1ANALOG OUTPUT 0ANALOG INPUT 0AB20-750-2262C-2RI/O MODULE (24VDC)R0NOR0CR0NCAo0-Ao0+Ai0-Ai0+Di 5Di 4Di 3Di 2Di 1Di 0Di C+24V24VC10251002100310041002to 110031004to 11003(DI RUN)(SPEED SELECT 2)(DIG COM)(SPEED SELECT 1)L2L1L3175AMERSENMPDB67053PDB10021492-JG6GND1126from 11261127from 11271AWEIDMUELLER1880410000FU1018BUSSMANNAGC-1-R1037720000101310377200001018A1018A1018Ato 740CONTINUED TO1205740Afrom 74010377200001126103772000011271037720000102610377200001026102610321037720000T11037720000T21037720000T3REACTORLINE1321-3R80-BLR1002ABA2B2C2A1B1C180A1004A1003A1002AA2CR10131012,1015RJ2S-CL-A120NONCIDECSJ2S-05BW8143CR101356CR101310121013BACKUPPNL10151018DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272610 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PUMP 3 AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111CONTROL PANELN134N431PUMP 1SEAL FAIL0/2/10DI:2/10DIIN 10PUMP 1OVERTEMP0/2/11DI:2/11DIIN 11LEAKAGEOVERTEMP12VDC9843101115-7+26SF1102FLYGT14-40 71 29PUMP MONITORINGSUBMERSIBLEPUMPMODULEFLYGT MINICAS(120VAC)(24VAC/VDC)1AWEIDMUELLER1880390000FU1102BUSSMANNAGC-1-R103772000011041037720000110583983711041105832PUMP 2SEAL FAIL0/2/12DI:2/12DIIN 12PUMP 2OVERTEMP0/2/13DI:2/13DIIN 13LEAKAGEOVERTEMP12VDC9843101115-7+26SF1113FLYGT14-40 71 29PUMP MONITORINGSUBMERSIBLEPUMPMODULEFLYGT MINICAS(120VAC)(24VAC/VDC)1AWEIDMUELLER1880390000FU1113BUSSMANNAGC-1-R1037720000111510377200001116939937932LEAKAGEOVERTEMP12VDC9843101115-7+26SF1124FLYGT14-40 71 29PUMP MONITORINGSUBMERSIBLEPUMPMODULEFLYGT MINICAS(120VAC)(24VAC/VDC)PUMP 3SEAL FAIL0/2/14DI:2/14DIIN 14PUMP 3OVERTEMP0/2/15DI:2/15DIIN 1510391AWEIDMUELLER1880390000FU1124BUSSMANNAGC-1-R10377200001126103772000011271037103211261127120VAC24VDC120VAC24VDC1104to 8391105to 8401115to 9391116to 9401126to 10391127to 104011151116DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272611 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA PUMP MONITORS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212121212CONTROL PANELN134N431120310377200001203103772000012041AWEIDMUELLER1880390000FU1203BUSSMANNAGC-1-RDOOR SWITCH BYPASS0/3/15DI:3/15DIIN 15120VAC24VDC120VAC24VDCWETWELL LEVELLOW LOW0/6/0DI:6/0DIIN 0WIRED SPARE0/6/1DI:6/1DIIN 1WIRED SPARE0/6/2DI:6/2DIIN 2WIRED SPARE0/6/3DI:6/3DIIN 3WIRED SPARE0/6/4DI:6/4DIIN 4WIRED SPARE0/6/5DI:6/5DIIN 5WIRED SPARE0/6/6DI:6/6DIIN 6WIRED SPARE0/6/7DI:6/7DIIN 710377200001203103772000012071037720000120310377200001210103772000012031037720000121310377200001215103772000012161037720000121510377200001219103772000012151037720000122210377200001215103772000012251037720000122710377200001228WIRED SPARE0/6/8DI:6/8DIIN 8WIRED SPARE0/6/9DI:6/9DIIN 9WIRED SPARE0/6/10DI:6/10DIIN 101037720000122710377200001231103772000012271037720000123410377200001227103772000012371AWEIDMUELLER1880390000FU1215BUSSMANNAGC-1-R1AWEIDMUELLER1880390000FU1227BUSSMANNAGC-1-R12041207121012131215121612191222122512271228123112341237EX-AREAPWRCH1CH2ISB1203PR ELECTRONICS5202B233+31-11124251132122235241IS BARRIER2 CHANNEL DISCRETELSLL-100-1-2ANCHOR SCIENTIFICGSI120NOFLOAT SWITCHBLKWHTGND1037720000120610377200001207A10377200001211103772000012121010000000GND1010000000GND12061207A12111212CONTINUED FROM1040CONTINUED TO15031037720000120610377200001207A1010000000GND1204to 415DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272612 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPARE DIGITAL INPUTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313131313CONTROL PANEL130313161313131013071304431N134N1037720000130310377200001304103772000013071037720000131010377200001313103772000013161AWEIDMUELLER1880390000FU1303BUSSMANNAGC-1-R1AWEIDMUELLER1880390000FU1315BUSSMANNAGC-1-R103772000013031037720000130310377200001303103772000013151315WIRED SPARE0/6/11DI:6/11DIIN 11WIRED SPARE0/6/12DI:6/12DIIN 12WIRED SPARE0/6/13DI:6/13DIIN 13WIRED SPARE0/6/14DI:6/14DIIN 14WIRED SPARE0/6/15DI:6/15DIIN 15120VAC24VDC120VAC24VDCWIRED SPARE0/3/0DI:3/0DIIN 01037720000504A504ADWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272613 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPARE DIGITAL INPUTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414CONTROL PANELN134N431141014071404103772000014041037720000140710377200001410WIRED SPARE0/4/5DO:4/5DOOUT 5WIRED SPARE0/4/6DO:4/6DOOUT 6WIRED SPARE0/4/7DO:4/7DOOUT 7120VAC24VDC120VAC24VDCDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272614 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPARE DIGITAL OUTPUTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED01010203040506070809101112131415161718192021222324252627282930313233343536373839400203040506070809101112131415161718192021222324252627282930313233343536373839401515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515151515CONTROL PANEL431N134N103772000015041037720000150510377200001503103772000041010000000SHLD1AWEIDMUELLER1880410000FU1503BUSSMANNAGC-1-RWETWELL LEVEL0/7/3AI:7/3AII in 3+V/I in 3-ANLG Com120VAC24VDC120VAC24VDCWIRED SPARE0/7/4AI:7/4AII in 4+V/I in 4-ANLG ComWIRED SPARE0/7/5AI:7/5AII in 5+V/I in 5-ANLG ComWIRED SPARE0/7/6AI:7/6AII in 6+V/I in 6-ANLG ComWIRED SPARE0/7/7AI:7/7AII in 7+V/I in 7-ANLG Com103772000015111037720000151210377200001510103772000041010000000SHLD1/4AWEIDMUELLER1880410000FU1510BUSSMANNAGC-1/4-R103772000015181037720000151910377200001517103772000041010000000SHLD1/4AWEIDMUELLER1880410000FU1517BUSSMANNAGC-1/4-R103772000015251037720000152610377200001524103772000041010000000SHLD1/4AWEIDMUELLER1880410000FU1524BUSSMANNAGC-1/4-R103772000015321037720000153310377200001531103772000041010000000SHLD1/4AWEIDMUELLER1880410000FU1531BUSSMANNAGC-1/4-R151015111512151715181519152415251526153115321533150315041505EX-AREAPWR33+31-13+11-+44- 42PR ELECTRONICS5104BB2AISB1503IS BARRIER1 CHANNEL ANALOG10377200001504A10377200001505A1010000000SHLD+-TRANSMITTERSUBMERSIBLE LEVELLIT-100-1-B1504A1505ACONTINUED FROM120910377200001504A10377200001505A23TRANSMITTERTEMPERATURE14DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS272615 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPARE ANALOG INPUTS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS NOR-101 MOD BILL OF MATERIALSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726BOM NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA NOR-101 MOD BILL OF MATERIALS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS BILL OF MATERIALSITEMQTYMFGCATALOGDESCRIPTION351BUSSMANNAGC-1-RFUSE, FAST ACTING, GLASS TUBE, 1A631PR ELECTRONICS5104BB2AIS BARRIER, ANALOG, 1 CHANNEL641PR ELECTRONICS5202B2IS BARRIER, DISCRETE, 2 CHANNEL, DUAL RELAY OUTPUT693WEIDMUELLER1010000000SCREW CONNECTION TERMINAL, GREEN/YELLOW, 25A706WEIDMUELLER1037720000SCREW CONNECTION TERMINAL, GRAY, 25A711WEIDMUELLER1050050000END BARRIER, GRAY721WEIDMUELLER1859200000END ANCHOR, GRAY741WEIDMUELLER18804100001 POLE FUSE BLOCK, 10-36V AC/DC ALLEN BRADLEYSQUARE DSPECIFYMANUFACTURER:ABCWIRE:NEMA CLASSNEMA TYPEIIIANSI 49 (STANDARD)SPECIFY3RENCLOSURE:NEMA TYPEPAINT1G GENERAL PURPOSE1G WITH GASKET3 WIRE4 WIRE480VINCOMING SUPPLY:LINE VOLTAGE3 PHASE / 60 HERTZ (VOLTS)240V208V277/480VLUGS ONLYFUSED MAIN DISCONNECTCONNECTION:UNFUSED MAIN DISCONNECTSERVICE ENTRANCE RATEDMAIN CIRCUIT BREAKERQUANTITY - SIZE:INCOMING POWER CABLE(S):BOTTOMTOPPOWER LUG SIZE: FRAME RATING:TRIP RATING:FUSE RATING:ENTRYPOWERNEUTRALGROUND400A 400AXXA (2) 6 - 250 KCMIL/PHASE(2) 3/0 /PHASEQUANTITY - SIZE:QUANTITY - SIZE:NEUTRAL BUS:MCC NEUTRAL BUSNONELUG SIZE: NEUTRAL LUG/PLATE ONLYGROUND BUS:COPPERNONELUG SIZE: 1/4 [6.4] X 1 [25.4]HORIZONTAL#6 - 250KCMILTIN PLATED COPPER1/4 [6.4] X 2 [50.8]FRONTREARSPECIFYMCC:DEPTHALIGNMENT15" DEEP20" DEEPBACK TO BACKYESNOYESNOAUTOMATIC SHUTTERSAUTOMATIC TRANSFER SWITCH POWERING MCC65,000ABRACING:22,000A42,000A100,000ACOPPERTIN PLATED COPPER1,000AHORIZONTAL BUS:AMP RATINGPLATING600A800A1,200A2,000A3,200ATIN PLATED ALUMINUMCOPPERTIN PLATED COPPERVERTICAL BUS:AMP RATINGPLATING300A600AZINC PLATED STEELWHITE WITH BLACK LETTERS (W/B)NAMEPLATES:BLACK WITH WHITE LETTERS (B/W) (STANDARD) HEAT SHRINKWIRE MARKERS:SELF-LAMINATING (STANDARD)SEE NOTE(1) 2AWG(2) 3/0 /PHASE(2) 6 - 250 KCMILMCC STANDARDSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726M NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA MCC STANDARDS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 0INCHES24681012141618202224ABLKJHGFEDCBAM400AT40AT20AT6543298713121110SCESCE-N12FA66LGSCE-N12FGA66LGSCESCESCE-N12FA66LGSCESCE-N12FA66LG30ATEscSelALTJogI DISPREMOVELANGDSI AB22-HIM-C2SSS813GLT837RLT840EscSelALTJogI DISPREMOVELANGDSI AB22-HIM-C2SSS913GLT937RLT940EscSelALTJogIDIS P REMOVELANGDSI AB22-H IM-C2SSS1013GLT1037RLT1040BACBACBAC1SEE STANDARD NAMEPLATES SHEET C FOR CODE DETAILSMCC ELEVATIONDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726N NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA MCC ELEVATION AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS NAMEPLATE SCHEDULETAGLINE1LINE2SIZECOLOR1MCC-01M4B/W2MAIN CIRCUITBREAKERM4B/W3LP1 XFMR FCBM4B/W4HEATER FCBM4B/W5SPACE 01JM4B/W6SPACE 01LM4B/W7SPACE 02AM4B/W8SPACE 02BM4B/W9DUTY PUMPM4B/W10LEAD PUMPM4B/W11LEAD PUMP DV/DTM4B/W12LAG PUMPM4B/W13LAG PUMP DV/DTM4B/W130.00"92.50" 10SCESCE-N12FA66LGEscSelALT JogIDISP REMOVELANGDSIAB22-HIM-C2SSS913GLT937RLT940BAC9SCE-N12FGA66LGSCESCESCE-N12FA66LG30ATEscSelALTJogIDISPREMOVELANGDSI AB22-HIM-C2SSS813GLT837RLT840BAC0INCHES24681012141618202224UNIT DETAIL "B" (QTY 2)03ALEAD PUMP05ALAG PUMPUNIT DETAIL "A" (QTY 1)02DDUTY PUMPSEE STANDARD NAMEPLATES SHEET C FOR CODE DETAILSMCC DOOR ELEVATIONDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726O NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA MCC DOOR ELEVATION AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS NAMEPLATE SCHEDULETAGLINE1POS1POS2POS3SIZECOLORAPUMP ONL2B/WBPUMP OFFL2B/WCHANDOFFAUTOL2B/W16.00"58.50"25.00"78.00"ITEMMFGCATALOGDESCRIPTION31AB800H-JR2B3-POSITION SELECTOR SWITCH, NEMA 4/4X/1332AB800H-QRTH2GGREEN PILOT LIGHT, MASTER TEST, LED, PTT33AB800H-QRTH2RRED PILOT LIGHT, MASTER TEST, LED, PTT BACFROM SWBD-2480V, 3PH, 4W, 1000A, 42kAICGSEE SHEET I FOR CABLE &LUG SIZE INFORMATIONFIELD OR AS NOTEDGPDB100070101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100100CONTROL PANEL431NABC134NMCC SECTION 01A400ATCB10003ABCNNDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726100 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA MAIN CIRCUIT BREAKER AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101101CONTROL PANELMCC SECTION 01E40ATMCP10102ABCLP1 XFMRABCABCDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726101 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA LP1 XFMR FCB AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS 010102030405060708091011121314151617181920212223242526272829303132333435363738394002030405060708091011121314151617181920212223242526272829303132333435363738394010210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210210220ATMCP10202ABCHEATERABCABCFIELD OR AS NOTEDCONTROL PANELMCC SECTION 01GDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726102 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA HEATER FCB AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS SPACEFIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103103CONTROL PANEL431N134NMCC SECTION 01JDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726103 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPACE 01J AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS SPACE01FIELD OR AS NOTED01020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104104CONTROL PANEL431N134NMCC SECTION 01LDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726104 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPACE 01L AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTEDCONTROL PANEL0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105105N134N431MCC SECTION 02ASPACEDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726105 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPACE 02A AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106106CONTROL PANELN134134NMCC SECTION 02BSPACEDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726106 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA SPACE 02B AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107107CONTROL PANEL431N134NMCC SECTION 02DDUTY PUMP SEE SHEET #8 FOR MORE DETAILSX1H4H11AFU10708CLASS CC0.75AFU10705CLASS CC0.75AFU10706CLASS CCH3H1H4X1X2XF10707H2802Bfrom 805802B804Afrom 806804AFAN1071156CR829PUMP 1 RUNNING1070810708A10711DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726107 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA DUTY PUMP AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108108CONTROL PANEL431N134NMCC SECTION 03ALEAD PUMP SEE SHEET #9 FOR MORE DETAILSX1H4H11.8AFU10808CLASS CC2AFU10805CLASS CC2AFU10806CLASS CCH3H1H4X1X2XF10807H2902from 905902904from 906904FAN1081156CR929PUMP 2 RUNNING1080810808A10811DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726108 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA LEAD PUMP AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109109CONTROL PANEL431N134NMCC SECTION 04ALEAD PUMP DV/DT SEE SHEET #9 FOR DETAILSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726109 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA LEAD PUMP DV/DT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110110CONTROL PANEL431N134NMCC SECTION 05ALAG PUMP SEE SHEET #10 FOR MORE DETAILSX1H4H11.8AFU11008CLASS CC2AFU11005CLASS CC2AFU11006CLASS CCH3H1H4X1X2XF11007H21002from 100510021004from 10061004FAN1101156CR1029PUMP 3 RUNNING1100811008A11011DWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726110 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA LAG PUMP AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS FIELD OR AS NOTED0101020304050607080910111213141516171819202122232425262728293031323334353637383940020304050607080910111213141516171819202122232425262728293031323334353637383940111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111CONTROL PANEL431N134NMCC SECTION 06ALAG PUMP DV/DT SEE SHEET #10 FOR DETAILSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726111 NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA LAG PUMP DV/DT AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS ITEMQTYMFGCATALOGDESCRIPTION313AB800H-JR2B3-POSITION SELECTOR SWITCH, NEMA 4/4X/13323AB800H-QRTH2GGREEN PILOT LIGHT, MASTER TEST, LED, PTT333AB800H-QRTH2RRED PILOT LIGHT, MASTER TEST, LED, PTT503IDECRJ2S-CL-A120RELAY, SQUARE W/BLADE TERMINAL, 8A, 2PDT, 120VAC533IDECSJ2S-05BWSOCKET BASE, 8A, 8-BLADE, 2 POLE696WEIDMUELLER1010000000SCREW CONNECTION TERMINAL, GREEN/YELLOW, 25A7064WEIDMUELLER1037720000SCREW CONNECTION TERMINAL, GRAY, 25A742WEIDMUELLER18804100001 POLE FUSE BLOCK, 10-36V AC/DC352BUSSMANNAGC-1-RFUSE, FAST ACTING, GLASS TUBE, 1ABILL OF MATERIALSDWG.DESIGNSHEETPROJECT NUMBERDESCRIPTIONDATE CHK.REV THIS DOCUMENT IS THE COPYRIGHTED PROPERTY OF INTEGRATED PROCESS SOLUTIONS, INC., AND MAY NOT BE REPRODUCED OR USED FOR OTHER THAN INTEGRATED PROCESS SOLUTIONS, INC. AUTHORIZED PURPOSES WITHOUT WRITTEN PERMISSION. www.ipsamerica.biz Integrated Process Solutions, Inc. Albany, MN Grand Forks, ND Waunakee, WI 34696 412th Street 218-435-1703 Fosston, MN MJSMOS2726BOM NORTON RANCH LS IMP & MCC BOZEMAN, MT09/15/25 MJSA BILL OF MATERIALS AS SUBMITTED B C D 12/11/25 01/16/26 03/12/26 AS APPROVED AS BUILT AS STARTED MJS MJS MJS MOS MOS MOS MJS MJS MJS