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Bozeman West Apartments All Phases - Record Drawings
N11THSAVE7THNAVE19THNAVE27THNAVE15THNAVE90HUFFINELNWLINCOLNSTWGARFIELDSTWCOLLEGESTWBABCOCKSTMAINSTWCOTTONWOODRDSCHURCHAVESWILLSONAVEBAXTERLNFRONTAGERD7THAVENOAKSTW27THAVENDURSTONRDDAVISLN90PROJECTLOCATIONHARPER-RDPUCKETTSPRINGHILLRDVALLEYRDCENTERENAVEFERGUSON//////////////////////////////////////////////////////////////////////////////////////////TTTTTN/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////TTTTTTTTTTTTTTTTTTTTBOZEMANGALLATINPLENTYWOODSHERIDANSCOBEYDANIELSWOLF POINTROOSEVELTSIDNEYRICHLANDGLENDIVEDAWSONWIBAUXWIBAUXBAKERFALLONEKALAKACARTERBROADUSPOWDER RIVERMILES CITYCUSTERTERRYPRAIRIECIRCLEMCCONEGLASGOWVALLEYJORDANGARFIELDFORSYTHROSEBUDHYSHAMTREASUREHARDINBIG HORNRED LODGECARBONCOLUMBUSSTILLWATERBILLINGSYELLOWSTONEROUNDUPMUSSELSHELLRYEGATEGOLDENVALLEYWINNETTPETROLEUMLEWISTOWNFERGUSMALTAPHILLIPSCHINOOKBLAINEHAVREHILLFORTH BENTONCHOUTEAUCHESTERLIBERTYSTANFORDJUDITHBASINGREAT FALLSCASCADEHARLOWTONWHEATLANDWHITE SULPHURSPRINGSMEAGHERTOWNSENDBROAD-WATERBIG TIMBERSWEETGRASSLIVINGSTONPARKVIRGINIA CITYMADISONDILLONBEAVERHEADBUTTESILVERANACONDADEERBOWLODGEBOULDERJEFFERSONHELENALEWISANDCLARKDEER LODGEPOWELLPHILIPSBURGGRANITEHAMILTONRAVALLIMISSOULAMISSOULASUPERIORMINERALTHOMPSON FALLSSANDERSPOLSONLAKECHOTEAUTETONCONRADPONDERASHELBYTOOLECUT BANKGLACIERKALISPELLFLATHEADLIBBYLINCOLNBozeman - Gallatin County, MontanaBOZEMAN WEST - APARTMENTSMarch 2018VERIFY SCALETHESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING.MODIFY SCALE ACCORDINGLY!REGIONAL MAP - (Not to Scale)PROJECT SITEVICINITY MAP - (1" = 3000')GENERAL SHEETS & DETAILSSHEETTITLECOVER SHEETSHEET INDEXCOPYRIGHT © MORRISON-MAIERLE, INC.2023THIS DOCUMENT WAS PREPARED BYMORRISON-MAIERLE, INC. AND MAY CONTAINCONFIDENTIAL AND/OR PRIVILEGED INFORMATION.MORRISON-MAIERLE, INC. RETAINS ALL COMMONLAW, STATUTORY, AND RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.UNAUTHORIZED USE OF THIS DOCUMENT ISSTRICTLY PROHIBITED AND MAY BE UNLAWFUL.PREPARED BY:©COPYRIGHT MORRISON-MAIERLE, INC.,20232880 Technology Boulevard West ■ Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702C000GENERAL NOTES, LEGEND, & ABBREVIATIONSC010CURB, PAVING, APPROACH, & CROSSWALK DETAILSC050SIGNAGE & PAVEMENT MARKING DETAILSC052EXISTING SITE FEATURESEXISTING SITE FEATURES & TOPOGRAPHYC100PROJECT MAP - (1" = 80')CONSTRUCTION TRAFFIC ROUTE MAPC015WATER DETAILSC030TSCHACHE LANESANITARY SEWER & STORM DRAIN DETAILSC040STORM DRAIN & SITE GRADING DETAILSC041STORM WATER INFILTRATION & STORAGE DETAILSC042STORM DRAIN DETAILSC043EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROLPHASE 1 - PRECONSTRUCTIONC200EROSION & SEDIMENT CONTROL DETAILSC020EROSION & SEDIMENT CONTROLPHASE 2 - SITE PREPARATIONC201EROSION & SEDIMENT CONTROLPHASE 3 - CONSTRUCTIONC202C310 EAST ENTRANCE WATER IMPROVEMENTSC320 WEST DRIVE & TURBULENCE LANEWATER IMPROVEMENTSC330 SOUTH DRIVE WATER IMPROVEMENTSC340 WALKWAY CORRIDOR WATER IMPROVEMENTSC350 EAST DRIVE WATER IMPROVEMENTSOVERALL SITE UTILITIESOVERALL SITE UTILITY PLANC300SITE WATER MAIN IMPROVEMENTSSHEETTITLESITE WATER SERVICE IMPROVEMENTSSHEETTITLEC370 COMMUNITY BUILDING DOMESTIC WATER SERVICEBUILDING A-1 FIRE SERVICEC371BUILDING A-2 FIRE SERVICEC372BUILDING A-3 FIRE SERVICEC373BUILDING B-1 FIRE SERVICEC374BUILDING B-2 FIRE SERVICEC375BUILDING B-3 FIRE SERVICEC376SITE SANITARY SEWER MAIN IMPROVEMENTSC430 SOUTH DRIVE SANITARY SEWER IMPROVEMENTSC440 WALKWAY CORRIDOR SANITARY SEWER IMPROVEMENTSC450 EAST DRIVE SANITARY SEWER IMPROVEMENTSC460 NORTH DRIVE SANITARY SEWER IMPROVEMENTSSITE SANITARY SEWER SERVICE IMPROVEMENTSSHEETTITLEC470 COMMUNITY BUILDING SANITARY SEWER SERVICEBUILDING A-1 SANITARY SEWER SERVICEC471BUILDING A-2 SANITARY SEWER SERVICEC472BUILDING A-3 SANITARY SEWER SERVICEC473BUILDING B-1 SANITARY SEWER SERVICEC474BUILDING B-2 SANITARY SEWER SERVICEC475BUILDING B-3 SANITARY SEWER SERVICEC476PROJECT NO.: 3959.021SEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDAPPROVED BY:MATTHEW E. EKSTROMPROJECT MANAGERCONSTRUCTION DRAWINGS 06.07.2018SITE LAYOUTOVERALL SITE LAYOUT PLANC500RKnow what'sSITE GRADING & DRAINAGEOVERALL SITE GRADING & DRAINAGE PLANC600SITE GRADING & DRAINAGE PLAN - NORTHWESTC601SITE GRADING & DRAINAGE PLAN - SOUTHWESTC602SITE GRADING & DRAINAGE PLAN - EASTC603SITE SIGNAGE & PAVEMENT MARKINGSC501SEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDSEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDSEAL:EROSION CONTROL, GRADING, & DRAINAGESEAL:STORM WATER MANAGEMENTSEAL:SITE LAYOUT & UTILITIESRECORD DRAWINGS, PHASE 1THESE RECORD DRAWINGS INCORPORATE INFORMATION PROVIDED BY THE GENERAL CONTRACTOR ANDOTHERS. MORRISON-MAIERLE, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESSOF INFORMATION PROVIDED BY OTHERS AS REPRESENTATIONS OF THE CONSTRUCTED IMPROVEMENTSFUTURE PHASE - NOT INCLUDEDFUTURE PHASE - NOT INCLUDEDFUTURE PHASE - NOT INCLUDEDFUTURE PHASE - NOT INCLUDEDFUTURE PHASE - NOT INCLUDEDRECORD DRAWINGS 11.30.2023 YLEGENDEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SANITARY SEWER MANHOLEEXISTING STORM DRAIN FACILITIESEXISTING FIBER/TELEPHONE FACILITIESEXISTING ELECTRICAL FACILITIESEXISTING GAS FACILITIESEXISTING TRAFFIC SIGNEXISTING WELLEXISTING CMP CULVERTEXISTING RCP CULVERTESDEXISTING STORM SEWER MAINESEXISTING SAN SEWER MAINESSEXISTING SAN SEWER SERVICEFEXISTING FIBER OPTICEXISTING UNDERGROUND POWEREEEXISTING UNDERGROUND TELEPHONETCCEXISTING UNDERGROUND CABLEGGEXISTING GAS LINEEXISTING OVERHEAD POWEROHTOHTEXISTING OVERHEAD TELEPHONEPPEXISTING PETROLEUM LINEEWEXISTING WATER MAINEWSEXISTING WATER SERVICESDSDRDRDPROPOSED STORM DRAIN INLETPROPOSED STORM DRAIN MANHOLEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED SAN SEWER CLEANOUTSWSWSUTILUTILPROPOSED GRAVITY SAN SEWER SERVICEPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITSS SVCEXISTING BUILDINGEXISTING BUILDING ROOFEXISTING CONCRETEEXISTING CURB FACEEXISTING CURB FLOWLINEEXISTING TOP BACK OF CURBEXISTING PARKING STRIPEEXISTING ASPHALT//////EXISTING GRAVEL EDGEEXISTING SIDEWALKPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURB FLOWLINEPROPOSED TOP BACK OF CURBPROPOSED PARKING STRIPEPROPOSED ASPHALTPROPOSED GRAVEL EDGEPROPOSED SIDEWALKGRAPHICAL SIDEWALK JOINTPROPOSED ASPHALT GRADE BREAKEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR46544653.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR46564655.50PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICE2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C010_General-Notes+Legend+Abbreviations.dwg Plotted by cody farleyon Nov/22/20233959.021C010BOZEMANMONTANATEE12/06/2017GENERAL NOTES, LEGEND & ABBREVIATIONSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018ABDN ABANDONAC ASPHALTIC CONCRETE, ALUMINUM CAPADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADJ ADJACENT, ADJUSTAFF ABOVE FINISHED FLOORALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECTURE, ARCHITECTURALARCP ARCHED REINFORCED CONCRETE PIPEASPH ASPHALTAVG AVERAGEBC BUILDING CORNERBFF BELOW FINISHED FLOORBH BOREHOLEBLDG BUILDINGBLK BLOCKBM BENCHMARKBRG BEARINGBW BOTTOM OF WALLCHK CHECKCI CAST IRONCIPC CAST IN-PLACE CONCRETECIRC CIRCULARCL CENTERLINECMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITSCO CLEANOUTCOB CITY OF BOZEMANCOMB COMBINATIONCONC CONCRETECONN CONNECT, CONNECTIONCOORD COORDINATECP CONTROL POINTCPP CORRUGATED PLASTIC PIPECSP CORRUGATED STEEL PIPECTR CENTERCU CUBICCU FT, CF CUBIC FEETCU IN CUBIC INCHCULV CULVERTCU YD CUBIC YARDD & L D&L FOUNDRY AND SUPPLYDBL DOUBLEDI DUCTILE IRON, DRAIN INLETDIA, Ø DIAMETERDIM DIMENSIONDIR DIRECTIONDTL DETAILDWG DRAWINGE EASTEA EACH, EDGE OF ASPHALTEC EDGE OF CONCRETEEG EDGE OF GRAVEL, EXISTING GROUNDEJIW EAST JORDAN IRON WORKSEL, ELEV ELEVATIONELEC ELECTRIC, ELECTRICALENGR ENGINEEREP EDGE OF PAVEMENTEXC EXCAVATEEX EXISTINGEXT EXTERIORFD FLOOR DRAINFDN FOUNDATIONFES FLARED END SECTIONFET FLARED END TERMINALFF FINISHED FLOORFG FINISHED GRADEFHYD FIRE HYDRANTFL FLOWLINEFLR FLOORFT FOOT, FEETFTG FOOTINGGA GAGE, GAUGEGAL GALLONGB GRADE BREAKGFA GROSS FLOOR AREAGND GROUNDGSP GALVANIZED STEEL PIPEGVL GRAVELHC HANDICAPHDPE HIGH DENSITY POLYETHYLENEHORIZ HORIZONTALHP HIGH POINTHT HEIGHTHWY HIGHWAYHYD HYDRANTID INSIDE DIAMETERIE INVERT ELEVATIONIN INCHINSUL INSULATEINT INTERIORINV INVERTLAT LATITUDELF LINEAR FEETLONG LONGITUDE, LONGITUDINALLT LEFTLVL LEVELMATL MATERIALMAX MAXIMUMMDT MONTANA DEPARTMENT OFTRANSPORTATIONMECH MECHANICALMFD MANUFACTUREDMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSN NORTHNE NORTHEASTNIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALENW NORTHWESTOC ON CENTEROD OUTSIDE DIAMETEROHP OVERHEAD POWERPC POINT OF CURVEPI POINT OF INTERSECTIONPL PROPERTY LINEPRELIM PRELIMINARYPROP PROPERTYPT POINT, POINT OF TANGENCYPVC POLYVINYL CHLORIDEPVMT PAVEMENTRACET ROAD APPROACH CULVERT ENDTERMINALR, RAD RADIUSRC REINFORCED CONCRETERCP REINFORCED CONCRETE PIPERD ROAD, ROOF DRAINREF REFERENCEREQD REQUIREDRT RIGHTR/W RIGHT-OF-WAYS SOUTHSAN SANITARYSCH SCHEDULESD STORM DRAINSE SOUTHEASTSEC SECTIONSPEC SPECIFICATIONSQ SQUARESQ FT, SF SQUARE FOOTSQ IN SQUARE INCHSTA STATIONSS SANITARY SEWERSTD STANDARDSVC SERVICESW SIDEWALK, SOUTHWESTTB THRUST BLOCKTBC TOP BACK OF CURBTEMP TEMPORARY, TEMPERATURETOC TOP OF CONCRETETRANS TRANSITIONTW TOP OF WALLTYP TYPICALUG UNDERGROUNDUTIL UTILITYVERT VERTICALVOL VOLUMEVPD VEHICLES PER DAYW WESTW/ WITHW/O WITHOUTWL WATERLINETR WATERWSEL WATER SURFACE ELEVATIONWV WATER VALVEXFMR TRANSFORMERYD YARDNOTE:FOR ABBREVIATIONS NOT LISTED, CONTACT THEENGINEER.GENERAL 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 FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALLPROVIDE 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 APPROVED BY THEOWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THECONTRACTOR AND 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'S ATTENTION PRIOR TOCOMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5. REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6. A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIORTO 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 AND 24 HOURS IN ADVANCE OFSPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.8. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE 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 POLLUTANTS ON THE SITE INACCORDANCE 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, OR OTHER PUBLIC RIGHTS-OF-WAY ANDMAKE 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 THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL 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 THE SITE BY THE CONTRACTOR.14. SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER ORENGINEER. SOIL TEST PIT INFORMATION IS PROVIDED IN THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING, INC. DATED AUGUST 2016. DEEPER STRIPPING WHERE REQUIREDTO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPINGSHALL BE REMOVED FROM THE SITE OR STOCKPILED 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 PROPER MOISTURE CONTENT FORCOMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR 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 BY AGENCY, OWNER, AND/ORENGINEER.18. ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19. THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20. SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION BY TD&H ENGINEERING DATED JULY, 2015 (TD&H ENGINEERING JOB NO. B15-059).21. CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.22. CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23. GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM.24. SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM 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.26. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.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 RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE 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 ADJUSTMENTS TO DRY UTILITY LOCATIONSHALL BE COORDINATED WITH UTILITY COMPANIES.3. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE ORSTRUCTURE 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 UTILITIES SHALL BE MARKED BEFOREDIGGING.5. SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OFMINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED.6. GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.7. CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN.8. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.9. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.11. ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12. FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151.13. DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151, UNLESS OTHERWISE NOTED.14. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THEDISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.16. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.17. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THESAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.18. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, ANDPLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHEREINDICATED ON THE PLANS.19. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.20. VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22. REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.23. GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THEUTILITY COMPANY OR COMPANIES.24. THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES ORMANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BEINCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.DETAIL AND SECTION DESIGNATIONA-X-XSECTION (LETTER) ORDETAIL (NUMERAL)DESIGNATIONDRAWING NUMBER(OR SAME DRAWING)ON DRAWING WHERE SECTIONOR DETAIL IS TAKEN:DRAWING NUMBERWHERE SHOWNON DRAWING WHERE SECTIONOR DETAIL IS SHOWN:DRAWING NUMBER(S)WHERE TAKENKnow what'sRENTITYPOWER & GASPROJECT CONTACT LISTFIRM OR AGENCY ADDRESS CONTACT PHONE & EMAILNORTHWESTERN ENERGY121 EAST GRIFFINBOZEMAN, MT 59715CAMMY DOOLEY(406) 539-2359Cammy.Dooley@northwestern.comTELEPHONE CENTURYLINK2707 WEST MAIN STREETBOZEMAN, MT 59718LANCE HOLJE(406) 585-2353william.holje@centurylink.comBROADBAND CABLECHARTERCOMMUNICATIONS511 WEST MENDENHALL STREETBOZEMAN, MT 59715ANDY MOLENDA(406) 586-1837amolenda@cablevision.comBROADBANDFIBER OPTICMONTANA OPTICOM144 QUAIL RUN ROADBOZEMAN, MT 59718TRENT FROST(406) 579-5224tfrost@mt-opticom.comCITYENGINEERINGCITY OF BOZEMANENGINEERING DIVISION20 EAST OLIVE STREETBOZEMAN, MT 59715RICK HIXSON(CITY ENGINEER)(406) 582-2280rhixson@bozeman.netCITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTMAYANA RICE(406) 582-2289mrice@bozeman.netWATER &SANITARY SEWERCITY OF BOZEMANWATER & SEWER DIVISION121 NORTH ROUSE AVENUEBOZEMAN, MT 59715JOHN ALSTON(SUPERINTENDENT)(406) 582-3200jalston@bozeman.netENGINEER OFCONTENTMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113MATT EKSTROM(406) 587-0721mekstrom@m-m.netENVIRONMENTALMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113CHRISTINE PEARCY(406) 587-0721cpearcy@m-m.net20 EAST OLIVE STREETBOZEMAN, MT 59715PROJECTARCHITECTVAN BRYANSTUDIO ARCHITECTS21 WEST BABCOCK STREETBOZEMAN, MT 59715VAN BRYAN(406) 586-4777vbryan@vbsa.net1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 LEGENDCONSTRUCTIONTRAFFIC - ENTERINGCONSTRUCTIONTRAFFIC - EXITINGPROPOSEDSITEBAXTERLNTSCHACHELNOAKST9019TH AVE N 27THAVEN19THAVENTO2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C015_Construction-Traffic-Route-Map.dwg Plotted by cody farley onNov/22/20233959.021C015BOZEMANMONTANAMETTEEMEE12/06/2017CONSTRUCTION TRAFFIC ROUTE MAPBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.20181. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND THE PROJECT SPECIFICATIONS.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 SHALLBE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THERESPONSIBILITY 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 ACTOF AN EMPLOYEE OR TRESPASSER.4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TOCOMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THEWORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES ASPROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THEADJACENT BUSINESSES.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BEAFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTSSHALL BE BORNE SOLELY BY THE CONTRACTOR.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 ONEXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARECLEANED AT THE END OF EACH WORKING DAY.9. CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITHAPPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN,PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNSARE 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 WITHTHE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.10. NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY,OR ANY DRIVEWAY IS ALLOWED.11. 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 CONTROLOF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.12. CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.GENERAL NOTES:GRAPHIC SCALE0(IN FEET)100 2001002001 INCH = 200 FT11x17 HORIZONTAL SCALE: 1" = 400'Know what'sR1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 ////////////////////////±20'RADIUS(TYP)MOUNTABLE BERM /DIVERSION RIDGEPUBLIC ROAD OROTHER STABLESURFACEFLOWFLOWFLOWWATER SUPPLY TOWASH WHEELS ASNECESSARYBBAA6' (MIN)10' (MIN)20' (MIN)50' (MIN)SPILLWAYROCK BAGS OR CONTINUOUSGEOSYNTHETIC FABRIC BERMOF EQUIVALENT HEIGHTROCK BAGS MUST BEPLACED SUCH THAT NOGAPS ARE EVIDENTNOTE:USE ROCK BAGS TO CHANNELIZERUNOFF TO BASIN AS REQUIRED.SEE NOTES2% OR GREATERMOUNTABLE BERM / DIVERSION RIDGE ISREQUIRED WHERE GRADE EXCEEDS 2%FILTER FABRICSECTION A-ANOT TO SCALE6' (MIN)12" (MIN)6" (MIN) CLEARWASH RACKWASH RACKSUPPORTFILTER FABRICSECTION B-BNOT TO SCALENOTES:1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR, AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY AT THE SHOWNWASH RACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.3. USE A WASH RACK DESIGNED AND CONSTRUCTED/MANUFACTURED FOR THE ANTICIPATED TRAFFIC LOADS. CONCRETE,STEEL, OR OTHER MATERIALS ARE ACCEPTABLE. PRE-FABRICATED UNITS SUCH AS CATTLE GUARDS ARE ACCEPTABLE.USE A MINIMUM DIMENSION OF SIX FEET BY TEN FEET (6' x 10'). ORIENT DIRECTION OF RIBS AS SHOWN ON THE DETAIL.4. INSTALL WASH RACK PRIOR TO, ALONG SIDE OF, OR AS PART OF THE TEMPORARY CONSTRUCTION ENTRANCE.5. KEEP AREA UNDER WASH RACK FREE OF ACCUMULATED SEDIMENT. IF DAMAGED, REPAIR OR REPLACE WASH RACK.6" (MIN) THICKNESS OF2" TO 3" COURSEAGGREGATE4655.004654.504654.504654.004653.504653.004652.504652.00XXXXXXXXXXXXXXXXXFOLLOW LEVELCONTOUR WITH ENDSPOSITIONED UPHILLSILT FENCESET 10' (MIN) AWAYFROM STEEP SLOPEOR TOE OF FILLPREVENT FLOWAROUND ENDS BYBRINGING UPSLOPEDRAINAGE AREAWOVEN FABRIC(MIRAFI 100X OR EQUAL)OVER WIRE MESH(9 CA, 6x6 MESH)10' (MAX)5' MAX IF SLICING METHOD USED FORINSTALLATIONLEVELCONTOURNO SLOPEFASTEN WITH THREE (3)50# DIAGONAL CABLE TIESWITHIN TOP EIGHT INCHES (8")OF FABRIC2x2 CONSTRUCTIONGRADE LUMBER,FOUR FEET (4') LONGWRAP GEOTEXTILEAROUND STAKESBEFORE DRIVINGSIX INCH (6")MIN TRENCHPLAN VIEWELEVATION VIEW10 MILPLASTIC LININGCC10'-0" (MINIMUM)VARIESCONCRETE WASHOUT TYPE CABOVE GROUND WITH STRAW BALESSECTION C-CNOT TO SCALESTAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)10 MILPLASTIC LININGBALESTRINGSTRAW BALENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STRAW BALE(TYP)2"8"1.12" DIASTEELWIRESTAPLE DETAILNOT TO SCALECONCRETEWASHOUT4" x 4" x 8'WOODPOST48" x 24" PLYWOODPAINTED WHITE6" BLACK LETTERSLAG SCREWSWITH WASHERS(4 TOTAL)3'-0"3'-0"CONCRETE WASHOUT SIGNMAY BE SUBSTITUTED WITHAPPROVED EQUALNOTES:1. THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALLBE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTYFEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETEWASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECTSITE AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSEDBY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUTFACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TOPREVENT EROSION.INLET GRATESIDE FLAP(SEE NOTE #4)LENGTH AND WIDTHDIMENSIONS SHALLBE PER PLANFRONT LIFTING FLAP(SEE NOTE #3)FLAP POCKET(SEE NOTE #5)USE REBAR, STEEL PIPE, ORWOOD 2"x4" FOR REMOVALMINIMUM DOUBLE STITCHEDSEAMS ALL AROUND SIDEPIECES AND ON FLAP POCKETSGEOTEXTILE FILTER FABRIC(FRONT, BACK, AND BOTTOM TOBE A SINGLE PIECE OF FABRIC)4"x6" OPENINGS WITHROUNDED CORNERSSHALL BE HEAT CUT(ONE HOLE ON EACHOF THE FOUR SIDES)12"(MIN)8"4"12"INLET PROTECT TYPE DCAN BE INSTALLED IN INLETSWITH OR WITHOUT CURB BOXESNOTES:1. TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES (3") OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE,MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.2. GEOTEXTILE FILTER FABRIC FOR FLAPS, TOP AND BOTTOM OF OUTSIDE FILTER BAG. FRONT, BACK, AND BOTTOM OFFILTER BAG BEING ONE PIECE.3. FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG.4. SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES (2") LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES.5. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4". THE REBAR, STEEL PIPE, OR WOOD SHALL BEINSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.MAINTENANCE NOTES:WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRICDOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED.NOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALERKnow what's2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C020_Erosion+Sediment-Control-Details.dwg Plotted by cody farley onNov/22/20233959.021C020BOZEMANMONTANAMEEMEE02/27/2018EROSION & SEDIMENT CONTROL DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.20181RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPE D.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2" 6" & 8" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-7"1/2" 10" 2'-0" 2'-0" 2'-0" 2'-6" 2'-6" 2'-0" 2'-9" 2'-6" 2'-6" 3'-0" 3'-0" 3'-0" 3'-7" 3'-0" 3'-0"1/2" 12" 2'-3" 2'-0" 2'-0" 3'-0" 3'-0" 2'-8" 3'-5" 3'-0" 3'-0" 4'-3" 3'-0" 3'-0" 5'-1" 3'-0" 3'-0"1" 14" 2'-3" 2'-0" 2'-0" 3'-5" 3'-0" 3'-0" 4'-6" 3'-0" 3'-0" 4'-0" 4'-0" 4'-0" 4'-9" 4'-0" 4'-0"1-1/8" 16" 3'-0" 3'-0" 3'-0"4'-4"3'-0" 3'-0"4'-1"4'-0" 4'-0" 5'-1" 4'-0" 4'-0" 6'-1" 4'-0" 4'-0"1-1/4" 18" 3'-8" 3'-0" 3'-0" 5'-5" 3'-0" 3'-0" 5'-1" 4'-0" 4'-0" 6'-4" 4'-0" 4'-0" 5'-9" 5'-0" 5'-0"1-3/8" 24" 4'-4" 4'-0" 4'-0" 6'-5" 4'-0" 4'-0" 6'-6" 5'-0" 5'-0" 6'-5" 6'-0" 6'-0" 7'-8" 6'-0" 6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.*CONCRETETHRUSTBLOCKMINIMUM OF1/2 CUBIC YARDWASHED GRAVELUNDISTURBEDEARTHGROUNDLINEELEVATIONS AS SHOWNON PLANS OR 0.2' ABOVETOP OF CURB GRADEINSTALL PLUMB WITHPUMPER NOZZLEFACING STREETNEW HYDRANT TO BEMUELLER SUPER CENTURION 250OR WATEROUS PACERMINIMUM 4'-0" CLEAR ALL AROUND(TREES, HEDGES, BUSHES, ETC.)ADJUSTABLE SCREWTYPE VALVE BOXWITH LID8'-0" (MAX)3'-0" (MIN)TO BACK OF CURBMINIMUM OF6.5' COVERTO MAIN LINEJOINT AS REQUIREDFOR PIPE SPECIFIEDNEW 6" AUXILIARYGATE VALVEFLANGE JOINT*MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOORBACKFLOW PREVENTION ASSEMBLYREQUIRED BACKFLOW PREVENTIONDEVICE TO BE DETERMINED BYWATER SUPERINTENDENTMETER SIZED SAMEAS INCOMING LINE,NO EXCEPTIONS4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCKNO PRESSURE GAUGES ORPRESSURE GAUGE FITTINGSWILL BE ALLOWED ON THE TESTPORTS OF ANY BACKFLOWPREVENTION ASSEMBLY.***A MINIMUM OF FOUR (4) PIPEDIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAMAND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICALJOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFBACKFLOW PREVENTION ASSEMBLY1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A ULLISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THESAME SIZE AS THE SERVICE LINE. COMBINATION STRAINER /METER IMMEDIATELY FOLLOWING OS&Y VALVE - METERMUST SET HORIZONTAL.2. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE:A. UL OR FM LISTED.B. APPROVED BY THE UNIVERSITY OF SOUTHERNCALIFORNIA FOUNDATION FOR CROSS CONNECTIONCONTROL AND HYDRAULIC RESEARCH (USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C. INSTALLED AS SHOWN ON THE APPROVED PLANS.3. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWOFEET (2') AND MAXIMUM OF THREE FEET (3') ABOVE THEFINISHED FLOOR.4. THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2')FROM ANY OUTSIDE WALL.5. THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5'AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE.6. ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUMPRESSURE RATING OF 175 PSI.7. ALL SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BECLASS 51 DUCTILE IRON PIPE.8. LINE SIZING: THE BACKFLOW PREVENTION ASSEMBLY ANDMETER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMINGPIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER(DOWNSTREAM). FOR EXAMPLE, A FOUR INCH (4") SERVICELINE SHALL HAVE A FOUR INCH (4") METER AND BACKFLOWPREVENTION ASSEMBLY.9. A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY.11METER &STRAINERSPOOLSPOOLBACKFLOWPREVENTIONASSEMBLYPRESSUREREDUCINGVALVENO FITTINGS BETWEENMETER AND BACKFLOWPREVENTION ASSEMBLY2' MIN CLEARTO OTHERMECHANICAL LINESINSTALLVALVEWITH STEMPARALLELTO WALLOS&YVALVE90°BENDPLAN VIEW2234NOTES:1. STANDPIPE FLANGE TO BE ONE FOOT (1') MINIMUM TO INTERIOR WALL AND TWO FOOT (2')MAXIMUM TO EXTERIOR WALL.2. A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM ANDDOWNSTREAM OF THE METER / STRAINER ASSEMBLY.3. METER MUST BE INSTALLED HORIZONTAL. STRAINER IS REQUIRED.4. BACKFLOW PREVENTION ASSEMBLIES MUST BE UL OR FM LISTED AND APPROVED BY USCFCCCHR.5. ALL PIPE SHALL BE DUCTILE IRON UP TO PRESSURE REDUCING VALVE.2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C030_Water-Details.dwg Plotted by cody farley on Nov/22/20233959.021C030BOZEMANMONTANATEEMEE12/06/2017WATER DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRNOT TO SCALE02660-10NOT TO SCALE02660-3NOT TO SCALE02660-4NOT TO SCALE02660-12NOT TO SCALE02660-12A1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.30.2023 1/4" BELOW TOP OFNEW PAVEMENT SURFACE3'-0"(MIN)PAVED AREAS: INSTALL HEAVY DUTY MONUMENT BOX,SIMILAR TO CAIRD ENG. NO. 50608-1LANDSCAPED AREAS: SEE DETAIL 2 ON THIS SHEET.PAVING & GRAVELAS REQUIREDSEAL JOINT WITH RAM-NEK8" x 3' ROUNDCONCRETE SLABSLIP HUB TO THREADED ADAPTERTHREADED PLUGFROSTEXPANSIONSLEEVECLEANOUT PIPE -4" Ø PVC45° BENDNON-SHRINKBACKFILLEND OFTRENCHVERIFY PIPESIZE PER PLANDIMENSIONSEND OF LINE CLEANOUT(IF REQUIRED) USE PLUGAS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIREDMANHOLE STEPS AT16" ON CENTER24" OPENING FLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1. ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4. GROUT ALL LIFTING HOLES IN BARREL.5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.MATCH TOP OFCURB ELEVATIONEJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOODVARIES - REFER TO PLANSLOPE SHELFAT 1" PER FOOTRADIUS OFMANHOLESECTION A-AFRAME AND COVER TO BE EITHER D&L A-1172 RING & A-1178 COVER,EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL. (COVERS SHALLBE STAMPED WITH THE WORDS "SANITARY SEWER" OR "STORMSEWER" AS APPROPRIATE AND HAVE TWO 1" PICK HOLES)MANHOLE RING AND COVERSHALL BE ADJUSTED TO GRADEOF PAVEMENT SURFACEAS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIREDMANHOLE STEPS AT16" ON CENTER24" OR 27"OPENINGADJUSTABLE RINGS4" MIN TO 12" MAXFLAT SLAB COVERCUTOUTS ASREQUIREDAACHANNEL = 1/2 DIAMETER OF PIPESHELF: SLOPE AT 1" PERFOOT TOWARDS CHANNELSEE CHANNEL DETAILPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1. ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2. ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3. REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4. GROUT ALL LIFTING HOLES IN BARREL.5. ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.NOTE: STORM DRAINMANHOLES SHALL NOT HAVEFORMED CHANNELS ANDTHE LOWEST PIPE INVERTSHALL BE NINE INCHES (9")HIGHER THAN THE BOTTOMOF THE MANHOLE.ROOF DRAIN TRUNKLINE:SDR35 PVC @ 1.00% MIN. SLOPE(DIA. PER PLAN)45° BEND45° BEND AND 45° SERVICEWYE CONNECTION TOROOF DRAIN TRUNKLINEFINISHED GRADE1.5' MIN. COVERSLOPE PER PLANEXTERIORBUILDING WALLDOWNSPOUT AND AIR GAP(DETAILS AND LOCATION PERARCHITECTURAL PLAN)2" MIN.6" SDR35 PVCDOWNSPOUT CONNECTIONFRAME AND COVER TO BE EITHER D&L A-1172 RING A-1178 COVER,EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL(COVERS SHALL BE STAMPED WITH THE WORDS "SANITARY SEWER"AND HAVE TWO ONE-INCH (1") PICK HOLES)NOTE:FURNISH ONE-HALF INCH BY ONE-HALF INCH (1/2" x 1/2") NON-CORROSIVESTEEL ROD STEPS, TWELVE-INCHES (12") IN WIDTH, ENCASED WITHPOLYPROPYLENE. ENSURE STEPS WITHSTAND 400 POUND VERTICAL LOADS AND1,000 POUND PULL-OUT RESISTANCE. STEPS SHALL LINE UP ABOVE THE MANHOLEOUTLET.MANHOLE STEPS ON16" CENTERSPRECAST REINFORCED CONCRETE MANHOLE RISER AND ECCENTRIC CONETOP MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C-478(TYPICAL FORPOURED-IN-PLACE BASES)SLOPE SHELF AT ONEINCH (1") PER FOOTTOWARD CHANNEL.POSITIVE SEAL PSX GASKETS FOR SANITARY SEWER PIPE CONNECTION REQUIRED.STORM DRAINS SHALL BE CONNECTED USING A RUBBER GROUTING RING.PRE-CASTCHANNELFLOWLINEGROUT INVERT TO SPRINGLINEOF PIPE IF GAP BETWEEN PIPEAND CHANNEL IS GREATERTHAN ONE-EIGHTH INCH (1/8")PRE-CAST ORPOURED-IN-PLACE BASENOTE:xFOR POURED-IN-PLACE BASE, THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8").xFOR PRE-CAST BASE, THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES (6").xALL BASES REINFORCED AS SHOWN.#4 BARS @ 1'-0" ON CENTERNOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLERING & TOP SECTION, AND AROUND SEWER PIPE INTOMANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALLBE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPTBETWEEN SEWER PIPE AND MANHOLE WALL.AASLOPE SHELFAT 1" PER FOOTRADIUS OFMANHOLESECTION A-ANOTE: STORM DRAIN MANHOLES SHALL NOTHAVE FORMED CHANNELS AND THE LOWEST PIPEINVERT SHALL BE NINE INCHES (9") HIGHER THANTHE BOTTOM OF THE MANHOLE.9"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1. PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2. AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.NATIVE GROUND3"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSEMINIMUM DEPTH OF6" MINUS PITRUN2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C040_Sanitary-Sewer+Storm-Drain-Details.dwg Plotted by cody farley onNov/22/20233959.021C040BOZEMANMONTANATEEMEE12/06/2017SANITARY SEWER & STORM DRAIN DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRNOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALE02720-302720-4PVC CLEANOUT2"3" MIN.GRADEPVC CLEANOUTWITH THREADED PLUG10" ROUND VALVE BOX,GREEN, WITH LOCKING LID,CENTERED OVER CLEANOUTGRAVEL BEDDING& BACKFILL2"2"FINISHEDNOT TO SCALENOT TO SCALE1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.30.2023 /////////////////////E8SE8SE8SBPBPBPBPE8E8WE8WE8WE8WTP-147304727472747274728472847284728472847294729473047304730472747274727472747284728472847284729472947294731473147314732 4732473247324733473347334733////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESD ESD ESD ESDESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8W39.3139.3940.8640.8740.7640.7137.2237.0140.8840.8140.7840.6639.4239.36473547404740474047404736473647364737473747384738473947394740473847394730472847294731473247332880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C041_Storm-Drain+Site-Grading-Details.dwg Plotted by cody farley onNov/22/20233959.021C041BOZEMANMONTANACJFMGHMGH03/09/2018STORM DRAIN & SITE GRADING DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018STORMTECH INFILTRATION /DETENTION STORAGE, EAST BED(150 CHAMBERS)KEY NOTESDETENTION SYSTEM (UNDERGROUND STORAGE):- 187 CHAMBERS TOTAL (EAST & WEST BEDS)- BASE ELEV. OF CHAMBERS = 27.50 (LEVEL)- MAX. SUBGRADE ELEV. = 26.90- 10-YR WSEL = 30.50- 10-YR STORAGE VOLUME (MIN.) = 13,400 CU. FT.- 25-YR WSEL= 31.50SEE SHEET C042 FOR ADDITIONAL UNDERGROUND STORAGE DETAILS AND REQUIREMENTS.PIPES IN AND OUT OF MANHOLE ARE LEVEL (0.00% SLOPE), WITH INVERT ELEVATION = 29.00.PIPES TO WEST AND SOUTH OF 12" TEE ARE LEVEL (0.00% SLOPE), WITH INVERT ELEVATION = 29.00.12" PIPES OUT OF MANHOLE ARE LEVEL (0.00% SLOPE) WITH INVERT ELEVATION = 29.00AT FITTING, BEGIN SOLID (NON-PERFORATED) UNDERDRAIN DISCHARGE PIPE TO SD VAULT #1. INSTALL SOLID PIPEAT CONSTANT SLOPE FROM FITTING TO VAULT.PIPE MANIFOLD IS LEVEL (0.00% SLOPE), FROM SD VAULT #2 TO CHAMBERS, WITH INVERT ELEVATION = 27.60.12" PIPES BETWEEN MANHOLE AND CHAMBERS ARE LEVEL (0.00% SLOPE) WITH INVERT ELEVATION = 29.00INSTALL CONTINUOUS PIECE OF FABRIC IN TWO LAYERS UNDER CHAMBERS OF ISOLATOR ROW, AND UNDER THEFIRST TWO CHAMBERS (APPROXIMATELY 14 FEET) WHERE PIPES ENTER END CAPS. SEE SHEET C042 FORADDITIONAL REQUIREMENTS.STORMTECH INFILTRATION /DETENTION STORAGE, WEST BED(37 CHAMBERS)18.0'INSPECTION PORT11 CHAMBERSISOLATOR ROW, 11 CHAMBERS4 CHAMBERS11 CHAMBERS6.0'26.0'INSPECTIONPORTISOLATOR ROW, 13 CHAMBERSISOLATOR ROW, 14 CHAMBERS(4) EAST-WEST ROWS,10 CHAMBERS PER ROW(2) EAST-WEST ROWS,28 CHAMBERS PER ROW8.0' TOTBC8.0' TOTBC26.0'INSPECTIONPORT12" SD @ 0.00%INV.=29.00(3) EAST-WEST ROWS,9 CHAMBERS PER ROWTSCHACHE LANEMATCH LINE - SEE SHEET C603 (RIGHT SIDE)SD MH #9 (5' DIA.)RIM = 32.6812" INV. (W) = 12" INV. (E) = 29.0018" INV. (S) = 24" INV. (N) = 27.60SD MH #8 (4' DIA.)RIM = 31.8012" INV. (S) = 12" INV. (W)=12" INV. (E) = 29.00SD VAULT #1SEE DETAIL1C043SD VAULT #2SEE DETAIL2C04364 LF - 18" SD @ 0.63%34 LF - 15" SD @ 0.59%36 LF - 12" SD @ 1.40%SD MH #2 (5' DIA.)RIM. = 32.5212" INV. (NW) = 12" INV. (N)= 12" INV. (S) = 12" INV. (SE) = 29.0018" INV. (E) = 28.7424" INV. (W) = 27.608" TEE AND TWO (2)6" REDUCERSBAXTER SPRINGS CONDOMINIUMSINV. = 29.0038 LF - 12" SD @ 1.00%6" UNDERDRAIN@ 0.00%, INV. = 26.906" UNDERDRAIN@ 0.00%, INV. = 26.90GRAPHIC SCALE0(IN FEET)10 201020GRAPHIC SCALE0(IN FEET)10 20102012" SD BOTTOM MANIFOLD42 LF - 18" SD @ 1.00%45° BENDINSTALL FABRIC BETWEEN CHAMBERSAND FOUNDATION STONE (TYP.)6" UNDERDRAIN@ 0.00%, INV. = 27.008" NON-PERFORATEDUNDERDRAIN DISCHARGE PIPEEXISTING 18" CMPEXISTING 18" CMPINV. = 25.90INV. = 26.00INV. = 26.4033 LF - 12" SD @ 1.00%6" SOLID UNDERDRAINDISCHARGE PIPESD VAULT #1SEE DETAIL1C04334 LF - 15" SD @ 0.59%36 LF - 12" SD @ 1.40%8" TEE AND TWO (2)6" REDUCERS42 LF - 18" SD @ 1.00%8" SOLID UNDERDRAINDISCHARGE PIPEEXISTING 18" CMPINV. = 25.90INV. = 26.0033 LF - 12" SD @ 1.00%SD MH #7 (4' DIA.)RIM = 32.1212" INV. (S) = 12" INV. (NE) = 28.9110 LF - 12" SD @ 1.00%14 LF - 12" SD @ 1.00%CURB INLET #1 (2'x3')TBC = 32.3612" INV. (W) = 12" INV. (E) = 29.01CURB INLET #2 (2'x3')TBC = 32.2012" INV. (W) = 29.15GRAPHIC SCALE0(IN FEET)510510SEE DETAIL3-AB: SOUTH EDGE OFCHAMBERS1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C042_Storm-Water-Infiltration+Storage-Details.dwg Plotted by cody farleyon Nov/22/20233959.021C042BOZEMANMONTANAMGHMGHMEE04/24/2018STORM WATER INFILTRATION & STORAGE DETAILSBOZEMAN WEST - APARTMENTSNOT TO SCALENOT TO SCALENOT TO SCALEACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4(AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FORSPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTMF2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", ORASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTMF2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OFTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIALLOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTIONREQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THEBEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THESUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURECONDITIONS.5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THEEXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATIONWALLS.6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED INLAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASESOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OFLAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATION DESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL (CANBE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE PERPLAN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MINRECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS315WTK WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRICWITHOUT SEAMSCATCH BASINORMANHOLECOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESC-740 CHAMBERSC-740 END CAPOPTIONAL INSPECTION PORTSTORMTECH HIGHLYRECOMMENDS FLEXSTORM PUREINSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-740 CHAMBERFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATE12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG6IP*SOLID COVER: 1299CGC*GRATE: 1299CGS6" (150 mm) INSERTA TEEPART# 6P26FBSTIP*INSERTA TEE TO BE CENTEREDON CORRUGATION CREST6" (150 mm) SDR35 PIPE18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONSCONCRETE COLLAR* THE PART# 2712AG6IPKIT CAN BEUSED TO ORDER ALL NECESSARYCOMPONENTS FOR A SOLID LIDINSPECTION PORT INSTALLATIONAABBSECTION A-ASECTION B-BNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSOUTLET MANIFOLDSTORMTECHEND CAPSTORMTECHCHAMBERSSTORMTECHCHAMBERSTORMTECHEND CAPDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILEFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSNOT TO SCALEIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THESC-310/SC-740 SYSTEM1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'SREPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE".3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THECHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:xSTONESHOOTER LOCATED OFF THE CHAMBER BED.xBACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE ORSUBGRADE.xBACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE3/4-2" (20-50 mm).8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALSBEARING CAPACITIES TO THE SITE DESIGN ENGINEER.9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALLINLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROMCONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:xNO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.xNO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPERFILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".xWEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECHSC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FORDUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSEDAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERSDAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS ORWEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.CONSTRUCTION DRAWINGS 06.07.20181RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023AB: CHAMBERMAXX CHAMBERS WERE USEDIN PLACE OF STORMTECH CHAMBERS 2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C043_Storm-Drain-Details.dwg Plotted by cody farley on Nov/22/20233959.021C043BOZEMANMONTANATEEMEE12/06/2017STORM DRAIN DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018SCALE: 1"=2'-0"SCALE: 1"=2'-0"SCALE: 1"=2'-0"SCALE: 1"=2'-0"1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 3"10"8" (MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1. PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2. AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5. ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.6. 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 FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE. ASPHALTCONCRETE PAVEMENTNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6" MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE MINIMUM DEPTH OF6" MINUS PITRUN5'-0"VARIESREFER TO PLAN5'-0"5'-0"NO JOINTNO JOINTTOOL JOINT4"6"6" THICK CONCRETEFOR SIDEWALK ACROSSWIDTH OF DRIVEWAY±5'-6"AASECTION A-ANOTES:1. BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OFTHE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.2. CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESHPER CUBIC YARD OR WITH 6x6x10 GAUGE WIRE MESH.3. APPROACH SHALL BE PLACED MONOLITHICALLY. DOWEL WITH 2 - #4x12"DEFORMED EPOXY COATED REBAR AT ENDS, SPACED FROM LIP OF CURB SIX TOFOURTEEN INCHES (6" - 14").4. EXPANSION JOINT MATERIAL SHALL ONE-HALF INCH (1/2") THICK PRE-FORMEDBITUMINOUS TREATED FIBERBOARD FILLER.5. PROVIDE RECTANGULAR JOINT PATTERN NOT TO EXCEED 100 SQUARE FOOTSURFACE AREA.6. ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTERUNLESS OTHERWISE APPROVED.7. DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITHDISABILITIES ACT GUIDELINES". ONE CORNER OF THE DETECTABLE WARNINGMUST BE WITHIN EIGHT INCHES (8") OF THE DRIVEWAY EDGE. NO OTHER POINTON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BE MORE THAN FIVEFEET (5') FROM THE DRIVEWAY EDGE.8. REFER TO CITY OF BOZEMAN STANDARD DRAWING NO. 02529-12 FOR ADDITIONALREQUIREMENTS.SLOPE TOGUTTERFLOWLINEC-LINE6" COMPACTEDCRUSHED BASECOURSEEXPANSION JOINTSCOMPLETELY AROUNDSIDEWALK SECTIONEXPANSION JOINTS TO BE PROVIDEDAT CURB RETURNSBLACK TRUNCATED DOME PANEL -FULL WIDTH OF SIDEWALK (TYP)SECTION A-ANOTES:1. PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSEDSUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURECONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2. AGGREGATE SUB-BASE COURSE SHALL CONFORM TOSECTION 02234 OF THE MPWSS AND INCORPORATE AMAXIMUM PARTICLE SIZE OF THREE INCHES (3").3. AGGREGATE BASE COURSE SHALL CONFORM TO SECTION02235 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").4. AGGREGATE BASE COURSE SHALL BE COMPACTED TO AMINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.5. CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBSFIBERMESH PER CUBIC YARD.6. FINISH CONCRETE WITH LIGHT BROOM FINISH.7. SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFCROSSWALK.PLAN VIEW1'-0"6'-0"1'-0"AA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUN8" (MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADEMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUALNATIVE GROUNDPROVIDE BONDING AGENTBETWEEN POURSCURB &GUTTERDOWEL TO CURB WITH (2) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 3" CENTERS, CENTERED IN SLAB (TYP)DOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)TOOLED JOINT WITH1/2" DEPTH AND 1/4"MAXIMUM RADIUS (TYP)SAWCUT JOINT WITH 1-1/2"DEPTH AND 1/4" WIDTHMAXIMUM (TYP)DOWEL DIFFERING CONCRETE WITH#10 x 12" EPOXY COATED REBAREVENLY SPACED ON 18" CENTERS,CENTERED IN SLAB (TYP)CROSSWALK CONCRETECOLOR AND STAMP PATTERNAS APPROVED BY OWNERAND/OR ARCHITECTFILL CONSTRUCTIONJOINT WITH SEALANTMATERIALSTANDARD CONCRETEFOR BORDERCURB &GUTTERLENGTH PER PLAN5'-0"VARIES5'-0"1'-0"1'-0"RAMP SLOPE12(H) : 1(V) MAX*COLOR ASAPPROVED BYOWNER*NOTES:1. CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMPMAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH.2. DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAININGTHREE INCHES (3") CLEAR.3. DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACTGUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THEGUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BEMORE THAN FIVE FEET (5') FROM THE FLOWLINE.4. DETECTABLE WARNING SURFACES MUST BE CAST IRON OR DUCTILE IRON FOR RAMPS WITHIN PUBLIC RIGHT-OF-WAY AND THAT ARE MAINTAINED BY THE CITY PER THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02529.3.11.BSIDEWALK INSTALLED PERDETAIL 1 ON THIS SHEET6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKDOWEL (TYP)TRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C050_Curb+Paving+Approach+X-Walk-Details.dwg Plotted by cody farleyon Nov/22/20233959.021C050BOZEMANMONTANATEEMEE12/06/20171 CITY OF BOZEMAN SITE PLAN COMPLETENESS REVIEW 03/07/2017 TEE2 REPLACE CURB AND GUTTER DETAIL 08/29/2023CURB, PAVING, APPROACH, & DECORATIVE CROSSWALK DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018SCALE: N.T.S.SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"11x17 SCALE: 1/8" = 1'-0"SCALE: 1/4" = 1'-0"11x17 SCALE: 1/8" = 1'-0"SCALE: 1/4" = 1'-0"11x17 SCALE: 1/8" = 1'-0"Know what'sRSCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 SUPPORT AND CORRESPONDING ANCHORSUPPORT ANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" X 2" 2.42 LB / FT0.105"(12 GAUGE)2-1/2" X 2-1/2" 18.4 LB / EA0.188"(7 GAUGE)NOTES:1. STEEL POSTS SHALL BE HOT-DIPPED IN GALVANIZED ZINC COATING AND FINISHEDWITH CONVERSION COATING AND A CLEAR ORGANIC TOP COAT.2. WHEN FASTENING POST TO ANCHOR, INSERT CORNER BOLT HEAD FROM OPPOSITESIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE FORADDITIONAL STABILITY.3. ALTERNATE CRASH TESTED AND APPROVED BREAKAWAY DEVICES MAY BE USED ASAN OPTION AS APPROVED BY THE ENGINEER.2" (MAX)2'-6"4"1'-0"7/16" DIA HOLES SPACEDONE INCH (1") ON-CENTERGROUNDLEVELINSERT SIGN POST18" INTO ANCHOR2-1/2" OR 3" SQUARE,NON-PERFORATEDSTEEL HEAVY DUTYBREAKAWAY ANCHORCONCRETE FOUNDATION(CLASS M-3000 MINIMUM &1' DIA x 2'-6" MINIMUM)NATIVE GROUND2" OR 2-1/2" SQUARE PERFORATEDGRADE 50 STEEL POSTSHIMS ARE NOT TO BE USEDFASTEN POST TO ANCHOR WITH 5/16" STEEL(STAINLESS OR ZINC PLATED) CORNER BOLT,FLAT WASHER, & NUT (SEE NOTE 2 BELOW)2-1/2" X 2-1/2" 3.14 LB / FT0.105"(12 GAUGE)3" X 3" 23.0 LB / EA0.188"(7 GAUGE)5'-0"1"18"6"12"1"6"1"6"STANDARDACCESSIBLE PARKINGSPACE SIGN ASSEMBLYVANACCESSIBLE PARKINGSPACE SIGN ASSEMBLY18"12"1.5"0.5"1"1.5"1.5"12"$100 FINE PLAQUE DETAILNOTES:1. SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLEAND APPROVED BY OWNER.2. SIGNS SHALL BE MOUNTED TO POST OR BUILDING USINGNEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLICWASHERS.R7-8NA(NO ARROW)12" x 18"R7-8NA(NO ARROW)12" x 18""$100 FINE"PLAQUE12" x 6"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"2" SQUAREPERFORATEDGRADE 50STEEL POSTFINISHEDGROUNDSURFACEWHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREEN SERIESD LETTERSSIGN POST FOUNDATIONPER DETAIL 1 THIS SHEETNATIVE GROUND5'-0"1"6"6"12"BI DIRECTIONAL ARRNOTES:1. SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS AAND APPROVED BY OWNER.2. SIGNS SHALL BE MOUNTED TO POST OR BUILDING USINNEOPRENE, FIBROUS, OR OTHER APPROVED NON-METAWASHERS2" SQUAREPERFORATEDGRADE 50STEEL POSTFINISHEDGROUNDSURFACEWHITEBACKGROUNDSIGNSAMESIGN POST FOUNDATIONPER DETAIL 1 THIS SHEETNATIVE GROUND28"MINIMUM24"MINIMUMBLUE PAINT±5'-2"±4'-8"WHITE PAINT - STROKE WIDTH = 3" (MIN)REFER TO "STANDARD HIGHWAY SIGNS,2004 EDITION" APPENDIX (PAGE 6-31)FOR HANDICAPPED SYMBOL DESIGN////////////////////////////////////////////////////////////////////////////////////////////////////////////E8WEWEWEWEWEWEWEWEWEWE8WE8WE8WE8WE8WE8WE8WE8WE6WINSTALL NEWW11-2 (30" x 30")W16-7pL (24" x 12")(FLUORESCENT YELLOWGREEN BACKGROUND)INSTALL NEWW11-2 (30" x 30")W16-7pL (24" x 12")(FLUORESCENT YELLOWGREEN BACKGROUND)MOUNTED ON LUMINAIRE POLEREFER TO SHEET E1.0 FORPOLE INSTALLATION DETAILS3.00'(TYP)1.00'(TYP)3.00'(TYP)3.34'5.00'4.00'2.00'(TYP)2.00'(TYP)4.00'5.00'39.64'2.00'(TYP)WHITE THERMOPLASTIC(±30 SF TOTAL)YIELD LINE MARKINGS WITHDIMENSIONS & SPACINGAS SHOWN (TYP)2' x 8' WHITE THERMOPLASTIC(±128 SF TOTAL) PEDESTRIANX-WALK MARKINGSSPACED AT ±2.00'BOULEVARD STYLEPEDESTRIAN RAMPSEE DETAIL2C050BOULEVARD STYLEPEDESTRIAN RAMPSEE DETAIL2C0503.54'3.50'4737.504737.504737.504737.50473847384737.504737.004736.5049.36'18.30'EXISTING ASPHALT TO REMAINNEW ASPHALT TO BE INSTALLEDEXISTING CONCRETE TO REMAINNEW CONCRETE TO BE INSTALLEDLEGENDNEW CRUSHED FINESTRAIL TO BE INSTALLED60' ROW12.00'6.5'BLVD2'CURB AND GUTTER15.5'15.5'2'CURB AND GUTTER6.5'BLVD5'SIDEWALK12.00'12.5'35' TBC TO TBC12.5'STANDARD CURBSEE COB STD DWG 02528-1FOR TYPICAL ROAD SECTIONSEE DETAIL3"-1" WASHED ROCKTYPICALSEE GRADING SEETSSEE GRADING SHEETS4" THICK5'SIDEWALKCL2C0502880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C052_Signage+Pavement-Marking-Details.dwg Plotted by cody farley onNov/22/20233959.021C052BOZEMANMONTANATEEMEE12/06/20171 CITY OF BOZEMAN SITE PLAN COMPLETENESS REVIEW 03/07/2017 TEESIGNAGE & PAVEMENT MARKING DETAILSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRSCALE: 1" = 1'-0"11x17 SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0"11x17 SCALE: 1/4" = 1'-0"SCALE: 1" = 10'11x17 SCALE: 1" = 20'11x17 HORIZONTAL SCALE: 1" = 20'CONTOUR INTERVAL: 0.50'GRAPHIC SCALE0(IN FEET)5105101 INCH = 10 FTTSCHACHE LANESCALE: 1" = 10'11x17 SCALE: 1" = 20'1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'47354734473347324731473047364737473147324728473547344733473247314728472947364736473547354734473347324733473247314730472947284727 47384735473647374738473947364737W4W5W6W1W2W3SP1SP2SP3SP4SP5SP6SP7SP8SP9SP10SP11SP12SP13SP14SP15SP16SP17SP18////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////ESD ESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPWE8WE8WE8WE8WE8WE8WE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12EXISTING CMPCULVERTEXISTING CMPCULVERTEXISTING GRAVELPEDESTRIAN TRAIL(TYP)25.00'25.00'EXISTING PUBLIC ACCESS EASEMENTPER DOCUMENT NO. 225297220.00' WIDE BUILDING& PARKING SETBACKEXISTING 8-INCHPVC SANITARYSEWER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN STUBW/ END CAP &THRUST BLOCKCAP TOP ELEV = ±4724.41*EXISTING 8-INCH PVCSANITARY SEWER MAINSTUB W/ END CAP8" INV ELEV = ±4725.10*EXISTING TRASHENCLOSUREEXISTING GRADEBREAK (TYP)EXISTING TRASHENCLOSUREEXISTING FIRE HYDRANT #1955(NO CURRENT BENCHMARKELEVATION AVAILABLE)EXISTING BARBEDWIRE FENCE (TYP)5.00' WIDE BUILDING& PARKING SETBACKAPPROXIMATETEST PITLOCATION (TYP)EXISTING TOP OF SLOPEGRADE BREAK (TYP)EXISTING TOE OF SLOPEGRADE BREAK (TYP)EXISTING WETLAND (TYP)WETLANDS WITHIN PROPERTYBOUNDARY TO BE FILLEDUNDER SECTION 404 CLEANWATER ACT PERMIT USACENO. NWO-2016-00177-MTHAUTHORIZED APRIL 3, 2017EXISTING CONCRETESTORM DRAINAGEINLET CHASEEXISTING CONCRETE STORMDRAINAGE INLET CHASEEXISTING FIREHYDRANT #1998(NO CURRENTBENCHMARKELEVATIONAVAILABLE)5.00' WIDEBUILDING& PARKINGSETBACKEXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER SERVICE STUB W/END CAP & THRUST BLOCK8" INV ELEV = ±4728.56*EXISTINGBLOWOFFASSEMBLYEXISTING 15"CLASS III RCPSTORM DRAINEXISTING 15" CLASS IIIRCP STORM DRAINOUTLET INV = ±4732.65EXISTINGSTORM WATERRETENTION BASINEXISTING 15" CLASS IIIRCP STORM DRAINEXISTING 54"ROUND RCPCULVERTEXISTING 54" ROUNDRCP CULVERTOUTLET INV = ±4733.29EXISTING 6' x 9'CONCRETEBOX CULVERTOUTLETEXISTING POWERJUNCTION BOX (TYP)EXISTING FIBER OPTIC& CABLE PEDESTALS (TYP)15.00' WIDE BUILDING& PARKING SETBACK30.00'EXISTING PUBLIC STREET& UTILITY EASEMENT PERDOCUMENT NO. 2226695PROPERTYBOUNDARY(TYP)CATRONSTREAM-DITCH50' WATER COURSE SETBACK (TYP)30' WATER COURSE SETBACK (TYP)EXISTING 8-INCH PVCSANITARY SEWER MAIN (TYP)EXISTING ASPHALTEXISTING CONCRETELEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR47254724.00EXISTING CRUSHED FINESTRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C100_Existing-Site-Features+Topography.dwg Plotted by cody farley onNov/22/20233959.021C100BOZEMANMONTANAMETTEEMEE12/06/2017EXISTING SITE FEATURES & TOPOGRAPHYBOZEMAN WEST - APARTMENTS11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTCONSTRUCTION DRAWINGS 06.07.2018Know what'sRTSCHACHE LANECONTROLPOINT NO.LOCALNORTHINGLOCALEASTINGELEVATION(FT)DESCRIPTION100 56504.1220 44178.5991 4738.91200 57181.8012 43550.5262 4728.19850001 57170.4907 44211.6730 4729.22SURVEY CONTROL DATAHORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.999428671X= SURVEY CONTROL POINTALUMINUM CAP (AC)PK NAILALUMINUM CAP (AC)3128500012001004567891011121314LOT BCERTIFICATE OF SURVEY NO. 1256AFORMERLY THE REMAINDER OFTRACT 2 OF COS 1256ZONING: R-4TOTAL SITE AREA: 10.112 ACRES (440,479 SF)UN-PLATTEDTRACT 1NE 1/4 OF THE NE 1/4OF SECTION 2, T 2 S,R 5 E, PMMJOSEPH & BETTIE C STANISLAO8 PARK PLAZA ROADBOZEMAN, MT 59715-9343ZONING: NOT ZONED(COUNTY PARCEL)REMAINDER OFTRACT 1, COS 1256FAIRVIEW INVESTMENTS LLC1725 DESALES ST NW, STE 900WASHINGTON, DC 20036-4404ZONING: R-4LOT AMINOR SUB NO. 362BAXTER SPRINGSCONDOMINIUMSZONING: R-41RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023GENERAL NOTES:1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITIONDATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. 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.3. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.5. ALL EXISTING PROPERTY LINES, EASEMENTS, AND BUILDINGS ARE SHOWN ON THIS SITE PLAN.NOTES BY SYMBOL:1EXISTING 48" Ø SANITARYSEWER MH #I0240RIM = ±4730.26*8" PVC INV IN (E) = ±4724.64*8" PVC INV OUT (N) = ±4724.44*(*ELEVATION DATA FROMRECORD DRAWINGS)2EXISTING 48" Ø SANITARYSEWER MH #I0241RIM = ±4731.978" PVC INV IN (S) = ±4723.92*8" PVC INV OUT (W) = ±4723.82*(*ELEVATION DATA FROMRECORD DRAWINGS)3EXISTING CITY OF BOZEMAN36" STANDARD STORM DRAININLET #I.102.00272TBC = ±4736.16GRATE @ FL = ±4735.6015" RCP INV OUT (NE) = ±4732.774EXISTING CITY OF BOZEMAN36" STANDARD STORM DRAININLET #I.102.00273TBC = ±4736.16GRATE @ FL = ±4735.6015" RCP INV OUT (SE) = ±4732.985EXISTING FIRE HYDRANT #2222(NO CURRENT BENCHMARKELEVATION AVAILABLE)6EXISTING 6-INCH DIP WATERSERVICE STUB W/ END CAP &THRUST BLOCK6" INV ELEV = ±4728.52*(*ELEVATION DATA FROMRECORD DRAWINGS)7EXISTING 8-INCH PVCSANITARY SEWER SERVICESTUB W/ END CAP8" INV ELEV = ±4729.47*(*ELEVATION DATA FROMRECORD DRAWINGS)8EXISTING 48" Ø SANITARYSEWER MH #I0248RIM = ±4736.588" PVC INV IN (S) = ±4729.60*8" PVC INV OUT (E) = ±4729.40*(*ELEVATION DATA FROMRECORD DRAWINGS)9EXISTING 48" Ø SANITARYSEWER MH #I0247RIM = ±4737.588" PVC INV IN (W) = ±4729.14*8" PVC INV OUT (SE) = ±4728.94*(*ELEVATION DATA FROMRECORD DRAWINGS)10EXISTING 48" Ø SANITARYSEWER MH #I0246RIM = ±4739.378" PVC INV IN (NW) = ±4728.25*8" PVC INV OUT (SE) = ±4728.05*(*ELEVATION DATA FROMRECORD DRAWINGS)11EXISTING 48" Ø SANITARYSEWER MH #I0245RIM = ±4740.238" PVC INV IN (W) = ±4727.27*8" PVC INV OUT (SE) = ±4727.07*(*ELEVATION DATA FROMRECORD DRAWINGS)12EXISTING 48" Ø SANITARYSEWER MH #I0244RIM = ±4737.238" PVC INV IN (NW) = ±4726.40*8" PVC INV OUT (E) = ±4726.20*(*ELEVATION DATA FROMRECORD DRAWINGS)13EXISTING FIRE HYDRANT #1590BENCHMARK ELEV = 4738.85^(COB DATUM = 4719.23^)(^ELEVATION DATA FROM GIS)14EXISTING 48" Ø SANITARYSEWER MH #I0216RIM = ±4737.058" PVC INV IN (W) = ±4725.77*8" PVC INV OUT (E) = ±4725.67*(*ELEVATION DATA FROMRECORD DRAWINGS)RECORD DRAWINGS 11.30.2023 S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'47354734473347324731473047364737473147324728473547344733473247314728472947364736473547354734473347324733473247314730472947284727 47384735473647374738473947364737W4W5W6W1W2W3SP1SP2SP3SP4SP5SP6SP7SP8SP9SP10SP11SP12SP13SP14SP15SP16SP17SP18////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////ESD ESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPWE8WE8WE8WE8WE8WE8WE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12EXISTING CMPCULVERTEXISTING CMPCULVERTEXISTING GRAVELPEDESTRIAN TRAIL(TYP)25.00'25.00'EXISTING PUBLIC ACCESS EASEMENTPER DOCUMENT NO. 225297220.00' WIDE BUILDING& PARKING SETBACKEXISTING 8-INCHPVC SANITARYSEWER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN STUBW/ END CAP &THRUST BLOCKCAP TOP ELEV = ±4724.41*EXISTING 8-INCH PVCSANITARY SEWER MAINSTUB W/ END CAP8" INV ELEV = ±4725.10*EXISTING TRASHENCLOSUREEXISTING GRADEBREAK (TYP)EXISTING TRASHENCLOSUREEXISTING FIRE HYDRANT #1955(NO CURRENT BENCHMARKELEVATION AVAILABLE)EXISTING BARBEDWIRE FENCE (TYP)5.00' WIDE BUILDING& PARKING SETBACKAPPROXIMATETEST PITLOCATION (TYP)EXISTING TOP OF SLOPEGRADE BREAK (TYP)EXISTING WETLAND (TYP)WETLANDS WITHIN PROPERTYBOUNDARY TO BE FILLEDUNDER SECTION 404 CLEANWATER ACT PERMIT USACENO. NWO-2016-00177-MTHAUTHORIZED APRIL 3, 2017EXISTING CONCRETESTORM DRAINAGEINLET CHASEEXISTING CONCRETE STORMDRAINAGE INLET CHASEEXISTING FIREHYDRANT #1998(NO CURRENTBENCHMARKELEVATIONAVAILABLE)5.00' WIDEBUILDING& PARKINGSETBACKEXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER SERVICE STUB W/END CAP & THRUST BLOCK8" INV ELEV = ±4728.56*EXISTINGBLOWOFFASSEMBLYEXISTING 15"CLASS III RCPSTORM DRAINEXISTING 15" CLASS IIIRCP STORM DRAINOUTLET INV = ±4732.65EXISTINGSTORM WATERRETENTION BASINEXISTING 15" CLASS IIIRCP STORM DRAINEXISTING 54"ROUND RCPCULVERTEXISTING 54" ROUNDRCP CULVERTOUTLET INV = ±4733.29EXISTING 6' x 9'CONCRETEBOX CULVERTOUTLETEXISTING POWERJUNCTION BOX (TYP)EXISTING FIBER OPTIC& CABLE PEDESTALS (TYP)15.00' WIDE BUILDING& PARKING SETBACK30.00'EXISTING PUBLIC STREET& UTILITY EASEMENT PERDOCUMENT NO. 2226695PROPERTYBOUNDARY(TYP)CATRONSTREAM-DITCH50' WATER COURSE SETBACK (TYP)30' WATER COURSE SETBACK (TYP)EXISTING 8-INCH PVCSANITARY SEWER MAIN (TYP)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINSTALL SILT FENCEALONG NORTHERNPHASE BOUNDARYSEE DETAILSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFINSTALL SILT FENCEALONG NORTHERNPHASE BOUNDARYSEE DETAILINSTALL SILT FENCEALONG NORTHERNPHASE BOUNDARYSEE DETAIL1C0201C0201C020EXISTING ASPHALTEXISTING CONCRETELEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR47254724.00EXISTING CRUSHED FINESTRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C200_Erosion_Sediment_Control_Ph-01.dwg Plotted by cody farley onNov/22/20233959.021C200BOZEMANMONTANAMEE-MEE02/27/2018EROSION & SEDIMENT CONTROL - PHASE 1 - PRECONSTRUCTIONBOZEMAN WEST - APARTMENTS11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTCONSTRUCTION DRAWINGS 06.07.2018Know what'sRTSCHACHE LANE312850001200100456LOT BCERTIFICATE OF SURVEY NO. 1256AFORMERLY THE REMAINDER OFTRACT 2 OF COS 1256ZONING: R-4TOTAL SITE AREA: 10.112 ACRES (440,479 SF)UN-PLATTEDTRACT 1NE 1/4 OF THE NE 1/4OF SECTION 2, T 2 S,R 5 E, PMMJOSEPH & BETTIE C STANISLAO8 PARK PLAZA ROADBOZEMAN, MT 59715-9343ZONING: NOT ZONED(COUNTY PARCEL)REMAINDER OFTRACT 1, COS 1256FAIRVIEW INVESTMENTS LLC1725 DESALES ST NW, STE 900WASHINGTON, DC 20036-4404ZONING: R-4LOT AMINOR SUB NO. 362BAXTER SPRINGSCONDOMINIUMSZONING: R-4NOTES BY SYMBOL:PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION1PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION23564PROTECT EXISTING BLOW OFF HYDRANTDURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLETPROTECT EXISTING FIRE HYDRANT ANDGATE VALVE DURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLET1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023EROSION & SEDIMENT CONTROL NOTES:1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BEINSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING,STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROLMEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THECONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECTSCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSIONINCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TOMINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROLFACILITIES SHOWN HEREIN.4. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINEDWHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATIONSHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTIONOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.5. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES INADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALLIMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TOCONTROL ON-SITE EROSION.6. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BYAPPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILLBE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARENECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OFPOLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLELOCAL, STATE, AND FEDERAL REGULATIONS.8. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTIONMATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHERPUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE ENDOF EACH WORKING DAY.RECORD DRAWINGS 11.30.2023 S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'47354734473347324731473047364737473147324728473547344733473247314728472947364736473547354734473347324733473247314730472947284727 47384735473647374738473947364737W4W5W6W1W2W3SP1SP2SP3SP4SP5SP6SP7SP8SP9SP10SP11SP12SP13SP14SP15SP16SP17SP18////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////ESD ESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPWE8WE8WE8WE8WE8WE8WE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12EXISTING CMPCULVERTEXISTING CMPCULVERTEXISTING GRAVELPEDESTRIAN TRAIL(TYP)25.00'25.00'EXISTING PUBLIC ACCESS EASEMENTPER DOCUMENT NO. 225297220.00' WIDE BUILDING& PARKING SETBACKEXISTING 8-INCHPVC SANITARYSEWER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER MAIN STUBW/ END CAP &THRUST BLOCKCAP TOP ELEV = ±4724.41*EXISTING 8-INCH PVCSANITARY SEWER MAINSTUB W/ END CAP8" INV ELEV = ±4725.10*EXISTING TRASHENCLOSUREEXISTING GRADEBREAK (TYP)EXISTING TRASHENCLOSUREEXISTING FIRE HYDRANT #1955(NO CURRENT BENCHMARKELEVATION AVAILABLE)EXISTING BARBEDWIRE FENCE (TYP)5.00' WIDE BUILDING& PARKING SETBACKAPPROXIMATETEST PITLOCATION (TYP)EXISTING TOP OF SLOPEGRADE BREAK (TYP)EXISTING TOE OF SLOPEGRADE BREAK (TYP)EXISTING WETLAND (TYP)WETLANDS WITHIN PROPERTYBOUNDARY TO BE FILLEDUNDER SECTION 404 CLEANWATER ACT PERMIT USACENO. NWO-2016-00177-MTHAUTHORIZED APRIL 3, 2017EXISTING CONCRETESTORM DRAINAGEINLET CHASEEXISTING CONCRETE STORMDRAINAGE INLET CHASEEXISTING FIREHYDRANT #1998(NO CURRENTBENCHMARKELEVATIONAVAILABLE)5.00' WIDEBUILDING& PARKINGSETBACKEXISTING 8-INCH DIPWATER MAIN (TYP)EXISTING 8-INCH DIPWATER SERVICE STUB W/END CAP & THRUST BLOCK8" INV ELEV = ±4728.56*EXISTINGBLOWOFFASSEMBLYEXISTING 15"CLASS III RCPSTORM DRAINEXISTING 15" CLASS IIIRCP STORM DRAINOUTLET INV = ±4732.65EXISTINGSTORM WATERRETENTION BASINEXISTING 15" CLASS IIIRCP STORM DRAINEXISTING 54"ROUND RCPCULVERTEXISTING 54" ROUNDRCP CULVERTOUTLET INV = ±4733.29EXISTING 6' x 9'CONCRETEBOX CULVERTOUTLETEXISTING POWERJUNCTION BOX (TYP)EXISTING FIBER OPTIC& CABLE PEDESTALS (TYP)15.00' WIDE BUILDING& PARKING SETBACK30.00'EXISTING PUBLIC STREET& UTILITY EASEMENT PERDOCUMENT NO. 2226695PROPERTYBOUNDARY(TYP)CATRONSTREAM-DITCH50' WATER COURSE SETBACK (TYP)30' WATER COURSE SETBACK (TYP)EXISTING 8-INCH PVCSANITARY SEWER MAIN (TYP)SILT FENCE INSTALLEDWITH PHASE 1 SWPP PLANREFER TO DETAIL3C020TEMPORARY GRAVEL CONSTRUCTIONENTRANCE WITH WASH RACKSEE DETAILNATIVEGRASSBUFFERSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFNATIVEGRASSBUFFER1C020SILT FENCE INSTALLEDWITH PHASE 1 SWPP PLANREFER TO DETAIL1C020SILT FENCE INSTALLEDWITH PHASE 1 SWPP PLANREFER TO DETAIL1C020EXISTING ASPHALTEXISTING CONCRETELEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR47254724.00EXISTING CRUSHED FINESTRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C201_Erosion_Sediment_Control_Ph-02.dwg Plotted by cody farley onNov/22/20233959.021C201BOZEMANMONTANAMEE-MEE02/27/2018EROSION & SEDIMENT CONTROL - PHASE 2 - SITE PREPARATIONBOZEMAN WEST - APARTMENTS11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTCONSTRUCTION DRAWINGS 06.07.2018Know what'sRTSCHACHE LANE312850001200100456LOT BCERTIFICATE OF SURVEY NO. 1256AFORMERLY THE REMAINDER OFTRACT 2 OF COS 1256ZONING: R-4TOTAL SITE AREA: 10.112 ACRES (440,479 SF)UN-PLATTEDTRACT 1NE 1/4 OF THE NE 1/4OF SECTION 2, T 2 S,R 5 E, PMMJOSEPH & BETTIE C STANISLAO8 PARK PLAZA ROADBOZEMAN, MT 59715-9343ZONING: NOT ZONED(COUNTY PARCEL)REMAINDER OFTRACT 1, COS 1256FAIRVIEW INVESTMENTS LLC1725 DESALES ST NW, STE 900WASHINGTON, DC 20036-4404ZONING: R-4LOT AMINOR SUB NO. 362BAXTER SPRINGSCONDOMINIUMSZONING: R-4NOTES BY SYMBOL:PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION1PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION23564PROTECT EXISTING BLOW OFF HYDRANTDURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLETPROTECT EXISTING FIRE HYDRANT ANDGATE VALVE DURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLET1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023EROSION & SEDIMENT CONTROL NOTES:1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BEINSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING,STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROLMEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THECONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECTSCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSIONINCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TOMINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROLFACILITIES SHOWN HEREIN.4. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINEDWHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATIONSHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTIONOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.5. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES INADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALLIMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TOCONTROL ON-SITE EROSION.6. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BYAPPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILLBE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARENECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OFPOLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLELOCAL, STATE, AND FEDERAL REGULATIONS.8. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTIONMATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHERPUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE ENDOF EACH WORKING DAY.RECORD DRAWINGS 11.30.2023 TTTTTS 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'47354734473347324731473047364737473147324728473547344733473247314728472947364736473547354734473347324733473247314730472947284727 47384735473647374738473947364737W4W5W6W1W2W3SP1SP2SP3SP4SP5SP6SP7SP8SP9SP10SP11SP12SP13SP14SP15SP16SP17SP18TP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-1225.00'25.00'20.00' WIDE BUILDING& PARKING SETBACK5.00' WIDE BUILDING& PARKING SETBACKEXISTING WETLAND (TYP)WETLANDS WITHIN PROPERTYBOUNDARY TO BE FILLEDUNDER SECTION 404 CLEANWATER ACT PERMIT USACENO. NWO-2016-00177-MTHAUTHORIZED APRIL 3, 20175.00' WIDEBUILDING& PARKINGSETBACK15.00' WIDE BUILDING& PARKING SETBACK30.00'SILT FENCE INSTALLEDWITH PHASE 1SWPPP PLANREFER TO DETAIL1C020SILT FENCE INSTALLEDWITH PHASE 1 SWPPP PLANREFER TO DETAIL1C0203C020TEMPORARY GRAVEL CONSTRUCTIONENTRANCE WITH WASH RACKINSTALLED WITH PHASE 2 SWPPP PLANREFER TO DETAILNATIVEGRASSBUFFER4C020TEMPORARY CONCRETEWASHOUT FACILITYSEE DETAILJOB SITE OFFICETEMPORARY JOB SITE DUMPSTERTEMPORARYSANITARY FACILITYSILT FENCE INSTALLEDWITH PHASE 1 SWPPP PLANREFER TO DETAIL1C020MATERIALS & EQUIP.STORAGE / STAGINGAREASILT FENCE INSTALLEDWITH PHASE 1 SWPPP PLANREFER TO DETAIL1C020EXISTING ASPHALTEXISTING CONCRETELEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR47254724.00EXISTING CRUSHED FINESTRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C202_Erosion_Sediment_Control_Ph-03.dwg Plotted by cody farley onNov/22/20233959.021C202BOZEMANMONTANAMEE-MEE02/27/2018EROSION & SEDIMENT CONTROL - PHASE 3 - CONSTRUCTIONBOZEMAN WEST - APARTMENTS11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTCONSTRUCTION DRAWINGS 06.07.2018Know what'sRTSCHACHE LANE312850001200100456UN-PLATTEDTRACT 1NE 1/4 OF THE NE 1/4OF SECTION 2, T 2 S,R 5 E, PMMJOSEPH & BETTIE C STANISLAO8 PARK PLAZA ROADBOZEMAN, MT 59715-9343ZONING: NOT ZONED(COUNTY PARCEL)REMAINDER OFTRACT 1, COS 1256FAIRVIEW INVESTMENTS LLC1725 DESALES ST NW, STE 900WASHINGTON, DC 20036-4404ZONING: R-4LOT AMINOR SUB NO. 362BAXTER SPRINGSCONDOMINIUMSZONING: R-4NOTES BY SYMBOL:PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION1PROTECT EXISTING 48" Ø SANITARYDURING CONSTRUTION23564PROTECT EXISTING BLOW OFF HYDRANTDURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLETPROTECT EXISTING FIRE HYDRANT ANDGATE VALVE DURING CONSTRUCTIONPROTECT EXISTING CITY OF BOZEMAN 36"STANDARD STORM DRAIN INLETINSTALL TYPE D INLET PROTECTION BMPFOLLOWING COMPLETION OF NEW STORMDRAIN INLET INSTALLATIONREFER TO DETAIL 5 ON SHEET C0207777777777777777777777111111111111*ALL TOPSOIL WILL BE HAULED OFF-SITE AND LATER INSTALLED AS NEEDED AROUND THE SITEBUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-11RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023EROSION & SEDIMENT CONTROL NOTES:1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BEINSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING,STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROLMEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THECONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECTSCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3. AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSIONINCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TOMINIMIZE WIND BLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BERESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROLFACILITIES SHOWN HEREIN.4. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINEDWHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATIONSHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTIONOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.5. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES INADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALLIMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TOCONTROL ON-SITE EROSION.6. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BYAPPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILLBE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7. THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARENECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OFPOLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLELOCAL, STATE, AND FEDERAL REGULATIONS.8. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTIONMATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHERPUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE ENDOF EACH WORKING DAY.RECORD DRAWINGS 11.30.2023 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESDESD E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE8WE8WE8WE8WE8WE6WS E8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8W E8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12SD SD SD SD SDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSD SDSDSD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDRD RD RD RD RD RDRDRDRDRDRDRD RD RD RD RDRD RD RD RDRDRDRD RDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDSDSDSDRDSD SD SD SD SDT TTTTW W WW HYDWS S S S S SSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWHYDHYDWWWWWWWWWWWWWWWWWW6SS6SS6SS SSSSSSSSS8SS8SS6SSS S S S S S S S S S6SS6SS6SSWWWWWWWWW W W W W W W WHYD4WS4FIRE 4FIRE 4WS 4WS4FIRE4WS 4WS4FIRE4FIRE SSSSS2WS2WS2WSBP BP BP BP BP BPBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBT UCDUCD4SS4SSBPBPBCTV SBPBPCSSSSSSS SSSSSSSSSSSSSSSS6SSSBP GAS GAS UCD UCD GASGASSCS BO HYDGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UCDUCD BPBCTVBTPCTUCDUCDUCDUCDUCDUCDBPBPBPBPBPBPBPGASGASGASGASGASGASGASBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVUCDUCDUCD BTGASBTBCTVTCBT BT BT BT BT BT BT BT BT BT BT BT BTCTBPBPBPBPBPBPBPBPBPBPBPBPBPP UCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDBCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBPBPBPBPBPBPBPGASGASGASGASGASGASBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTV TCPBPBPBPBPBPCTPBTBCTVBPBTBCTV BTBTBCTVBCTVBTBCTV BCTVBCTVBCTV BCTVBCTVBTBT BTBT BTBTPTC4FIRE4WSSSEXISTINGPROPERTYBOUNDARY(TYP)BUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-1FUTUREPROPERTYBOUNDARY(TYP)APPROXIMATETEST PITLOCATION (TYP)S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15' 473 5 47344 7 3 3 47324731473047364737473147324733473547344733473247284729473647364735473547344733473247334732 4731473047294728 4727 473847 3 5 473647374738473947364737PROPOSED FIREHYDRANT (TYP)PROPOSED 30.00'WIDE UTILITYEASEMENT (TYP)PROPOSED UTILITYEASEMENTBOUNDARY (TYP)PROPOSED LOCATIONOF CABLE TV, TELEPHONE,& POWER SERVICES (TYP)PROPOSED 48-INCH ØSANITARY SEWER MH(TYP)PROPOSED 8-INCHSDR 35 PVCSANITARY SEWERMAIN (TYP)PROPOSED 8-INCHCLASS 51 DIPAWWA C151WATER MAIN(TYP)EXISTING 8-INCH CLASS 51 DIPAWWA C151 WATER MAIN STUBTO PROPERTYEXISTING 8-INCHSDR 35 PVC SANITARYSEWER STUB TOPROPERTYEXISTING FIREHYDRANT (TYP)EXISTING 8-INCH CLASS 51 DIPAWWA C151 WATER MAIN (TYP)EXISTING 8-INCH SDR 35 PVCSANITARY SEWER MAIN (TYP)EXISTING 48-INCH ØSANITARY SEWER MH (TYP)PROPOSED 25.00'WIDE ACCESSEASEMENT (TYP)PROPOSED 20.00'WIDE ACCESSEASEMENT (TYP)11.00'SEPARATION(TYP)4731 PROPOSED ROOFDRAIN LINE (TYP)PROPOSEDSTORM DRAINLINE (TYP)C373C350C450C450C350C460C340C440C350C450C370C472C473C372C475C320C320C330C430C375C470C376C330C430C310C371C374C4764735473447374736 47334734 4735 473347334733 4730 47304729 47304729473147324731473347 3 4 4736473747374738 4736EXISTING ASPHALT TO REMAINEXISTING CONCRETE TO REMAINLEGENDSHEET NUMBER REFERENCEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR47254724.0047254724.00XXXX©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C300_Overall-Site-Utility-Plan.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C300BOZEMANMONTANAMETTEEMEE12/06/2017OVERALL SITE UTILITY PLANBOZEMAN WEST - APARTMENTS11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)204020401 INCH = 40 FTCONSTRUCTION DRAWINGS 05.25.2021Know what'sbelow.before you dig.CallRBUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-1TSCHACHE LANE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OFBOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.GENERAL NOTES:3/30/2018NORTH DRIVEWALKWAY CORRIDORSOUTH DRIVEWEST DRIVE EAST DRIVE EAST ENTRANCE TURBULENCELANEAB: UTILITYALIGNMENT CHANGES /////////////////////////////////E8W E8W E8W E8W E8WE8W E6WEW TP-8SD SD SD SD RD RD SDSDSDSDSDSDSDWWWWWWS S S W W W W W W W 4WS4SS4SSS S S S GASGASUCDUCDUCDUCD UCDUCDUCDUCDUCD BPGASBT BTBCTVBPBPGASBTBCTV4FIRE4FIRE4FIRE4WS4WSN 1°00'18" E-0+500+000+501+001+502+0012345678C330C430ROOF DRAINLEADER (TYP)STORM DRAINLINE (TYP)1011947104715472047254730473547404710471547204725473047354740EG ELEVFG ELEVTOP OF MAIN-0+50 0+00 0+50 1+00 1+50 2+00EG-4736.44EG-4736.19EG-4736.08EG-4735.47EG-4734.39EG-4736.38EG-4736.36EG-4736.15EG-4735.42EG-4734.71FG-4737.46FG-4738.25FG-4738.34FG-4737.41FG-4736.50FG-4737.84FG-4738.66FG-4737.06TE-4728.87TE-4728.69TE-4728.51TE-4728.78TE-4728.60PROPOSED FINISHEDGROUND AT CENTERLINEOF EAST ENTRANCE (TYP)EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTHPROPOSED8" WATERMAIN (TYP)TE = ±4728.91STA 0+38.72 - 48.4' LT | REMOVEEXISTING CAP & VALVE ANDCONNECT TO EXISTING 8" CLASS51 DIP AWWA C151 WATER MAINWITH NEW 8" GATE VALVE,VALVE BOX, & THRUST BLOCKSTA 0+41.22 - 48.4' LT | INSTALLNEW 8" 45° HORIZONTAL BEND RT& THRUST BLOCKEXISTING8" WATERMAIN (TYP)STA 0+81.16 - 15.5' LT | INSTALLNEW 8"x4"x8" CROSS & DOMESTICWATER SERVICES LT & RT WITH4" CLASS 51 DIP AWWA C151STA 0+74.16 - 15.5' LT | INSTALLNEW 8" 45° HORIZONTAL BEND LT& THRUST BLOCKSTA 0+83.16 - 15.5' LT | INSTALLNEW 8"x4"x8" CROSS & FIRESERVICES LT & RT WITH4" CLASS 51 DIP AWWA C151STA 1+27.29 - 15.5' LT | INSTALLNEW 8" GATE VALVE WITHVALVE BOX & THRUST BLOCKSTA 1+73.29 - 15.5' LT = SOUTHDRIVE STA 2+80.50 - 5.5' LTINSTALL NEW 8"x8"x8" TEE &THRUST BLOCKTE = ±4728.90TE = ±4728.78TE = ±4728.76TE =±4728.75TE = ±4728.59TE =±4728.43±STA 1+62.30 -8" SDR 35 PVCSANITARY SEWERMAIN CROSSING(3) 8" A-2000 PVCUNDERGROUNDUTILITY CONDUITSUNDER PAVEMENTEXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C310_East-Entrance_Water-Main.dwg Plotted by cody farley onNov/22/20233959.021C310BOZEMANMONTANATEE03/09/2018EAST ENTRANCE WATER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021EAST ENTRANCEEAST ENTRANCE WATER MAINSTATION 0+38 TO 1+73INSTALL ±148 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGTSCHACHE LANESOUTH DRIVEKnow what'sR1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") ANDMAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10. PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'NOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FT1EAST ENTRANCE STA 0+38.72 - 48.4 LT | REMOVE EXISTING CAP & VALVE ANDCONNECT TO EXISTING 8" CLASS 51 DIP AWWA C151 WATER MAIN WITHNEW 8" GATE VALVE, VALVE BOX & THRUST BLOCK324STA 0+81.16 - 15.5' LT = INSTALL NEW 8"x4"x8" CROSS &DOMESTIC WATER SERVICES LT & RT WITH 4" CLASS 51 DIP AWWA C1515678STA 1+27.29 - 15.5' LT - INSTALL NEW 8" GATE VALVE WITH VALVE BOX & THRUST BLOCKSTA 1+62.30 - 15.5' LT - 8" SDR 35 PVC SANITARY SEWER MAIN CROSSINGEAST ENTRANCE STA 1+73.29 - 15.5' LT = SOUTH DRIVE STA 2+80.50 - 5.5' LTINSTALL NEW 8"x8"x8" TEE & THRUST BLOCKSTA 0+41.22 - 48.4' LT = INSTALL NEW 8" 45° HORIZONTAL BEND RT & THRUST BLOCKSTA 0+74.16 - 15.5' LT = INSTALL NEW 8" 45° HORIZONTAL BEND LT & THRUST BLOCKSTA 0+83.16 - 15.5' LT = INSTALL NEW 8"x4"x8" CROSS &FIRE SERVICES LT & RT WITH 4" CLASS 51 DIP AWWA C151BUILDING A-1BUILDING B-19EXISTING 8" CLASS 51 DIP AWWA C151 WATER MAIN10PROPOSED 8" SDR 35 PVC SANITARY SEWER MAIN11PROPOSED 8" CLASS 51 DIP AWWA C151 WATER MAINAB: 4728.60AB: 4728.60AB: 4728.501RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-4TP-2SD SD SDSDSDSDSDSD SDSD SDSDSDSDSDSD SDSDSDSDSD RDDRDSD SD WWWWWWWWWWWWWWW W W W W W W W WUCDUCDUCDUCD BPBCTVGASGASGASGASGASGASGASGASGASGASGASGASGASGASUCDUCDBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUCD UCD UCD U UCD UCD UCD U UCD UCD UCD U BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVN 88°59'42" WN 1°00'18" E1+001+502+002+503+003+504+004+505+005+50-0+500+000+50123456789APPROXIMATETEST PITLOCATION (TYP)PROPOSED LOCATION OFCABLE TV, TELEPHONE, GAS,& POWER LINES (TYP)PROPOSEDLUMINAIREPOLE (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED STORMDRAIN MAIN (TYP)C330C340PROPERTYBOUNDARY (TYP)101047154720472547304735474047454715472047254730473547404745PROPOSED FINISHEDGROUND AT CENTERLINEOF WEST DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTHEG ELEVFG ELEVTOP OF MAINSTA 1+73.29 = SOUTH DRIVESTA -0+05.50 - 5.5' LTINSTALL NEW 8" 90° HORIZONTALBEND & THRUST BLOCKHYD BURYDEPTH= 8.00'PROPOSED8" WATERMAIN (TYP)FIRE HYDRANT#BWA-FH-011+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50EG-4734.09EG-4733.50EG-4733.53EG-4732.58EG-4732.42EG-4732.15EG-4731.69EG-4730.63EG-4729.51EG-4733.61EG-4733.80EG-4734.25EG-4732.90EG-4732.42EG-4732.41EG-4731.91EG-4731.19EG-4729.83FG-4737.17FG-4736.73FG-4735.84FG-4735.09FG-4734.33FG-4733.56FG-4733.24FG-4733.69FG-4733.26FG-4737.25FG-4736.94FG-4736.41FG-4735.47FG-4734.72FG-4733.94FG-4733.27FG-4733.44FG-4733.67TE-4728.06TE-4727.96TE-4727.87TE-4726.92TE-4725.68TE-4724.91TE-4728.10TE-4728.01TE-4727.92TE-4727.54TE-4726.30TE-4725.06TE-4724.91TE =±4728.10FIRE HYDBURY LINE =±4735.19STA 3+11.79 - INSTALL NEW8"x6"x8" TEE & FIRE HYDRANTASSEMBLY @ 20.00' RT WITH6" GATE VALVE & ±25.5 LF OF6" CLASS 51 DIP AWWA C151WITH THRUST BLOCKSSTA 3+16.79 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 4+34.29 - 5.5' LT | INSTALL NEW8"x8"x8" TEE & THRUST BLOCKTE = ±4727.85TE = ±4727.74STA 4+39.79 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKTE =±4724.91STA 4+82.29 = TURBULENCELANE STA 0+05.50 - 5.5' RTINSTALL NEW 8" 90° HORIZONTALBEND & THRUST BLOCKTE = ±4724.91TE = ±4724.9118" HPSTORMDRAINPIPE(3) 8" A-2000 PVCUNDERGROUNDUTILITY CONDUITSTP-2SDSDSDSDSDSDSDSDDSDSDSD W W W W WWWWWW4WS 4WS4FIRE4FIRE 4FIRE UCD UCDUCDUCDGASGASUCDUCDBTBTBPBP UCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDTV BCTV N 88°59'42" W4+004+505+00-0+500+000+501+00456789C340101047154720472547304735474047454715472047254730473547404745-0+50 0+00 0+50 1+00EG-4731.14EG-4730.93EG-4729.26EG-4731.00EG-4731.04EG-4730.44FG-4733.46FG-4733.43FG-4733.81FG-4733.41TE-4725.99TE-4725.38EG ELEVFG ELEVTOP OF MAINHYD BURYDEPTH= 8.00'FIRE HYDRANT#BWA-FH-02STA 0+59.53 - INSTALL NEW8"x6"x8" TEE & FIRE HYDRANTASSEMBLY @ 21.50' RT WITH6" GATE VALVE & ±16.0 LF OF6" CLASS 51 DIP AWWA C151WITH THRUST BLOCKSSTA 0+64.53 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+05.50 = WEST DRIVESTA 4+82.29 - 5.5' LTINSTALL NEW 8" 90° HORIZONTALBEND & THRUST BLOCKFIRE HYDBURY LINE =±4733.55TE = ±4724.91TE =±4726.21TE =±4726.21STA 0+70.53 - INSTALL NEW8" CAP & THRUST BLOCKTE =±4726.2118" HP STORMDRAIN PIPE(3) 8" A-2000 PVCUNDERGROUNDUTILITY CONDUITSPROPOSED FINISHEDGROUND AT CENTERLINE OFTURBULENCE LANE (TYP)EXISTING GROUNDSURFACE (TYP)PROPOSED8" WATERMAIN (TYP)EXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C320_West-Drive_Water-Main.dwg Plotted by cody farley on Nov/22/20233959.021C320BOZEMANMONTANATEE03/09/2018WEST DRIVE & TURBULENCE LANEWATER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sRWEST DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") ANDMAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10. PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'WEST DRIVE WATER MAINSTATION 1+73 TO 4+82INSTALL ±309 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTWEST DRIVE STA 1+73.29 - 5.5' LT = SOUTH DRIVE STA -0+05.50 - 5.5' LTINSTALL NEW 8" 90° HORIZONTAL BEND & THRUST BLOCKSTA 3+11.79 - 20.0' RT | INSTALL NEW FIRE HYDRANT #BWA-FH-01 ASSEMBLY WITH6" GATE VALVE, ±25.5 LF OF 6" CLASS 51 DIP AWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C030TURBULENCE LANEWATER MAINSTATION 0+06 TO 0+39INSTALL ±65 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING132SOUTH DRIVETURBULENCELANETURBULENCE LANEWESTDRIVESTA 3+16.79 - 5.5' LT - INSTALL NEW 8" GATE VALVE WITH VALVE BOX & THRUST BLOCK4WEST DRIVE STA 4+34.29 - 5.5' LT = WALKWAY CORRIDOR STA -0+05.50 - 15.5' RTINSTALL NEW 8"x8"x8" TEE & THRUST BLOCK5STA 4+39.79 - 5.5' LT - INSTALL NEW 8" GATE VALVE WITH VALVE BOX & THRUST BLOCK6WEST DRIVE STA 4+82.29 - 5.5' LT = TURBULENCE LANE STA 0+05.50 - 5.5' RTINSTALL NEW 8" 90° HORIZONTAL BEND LT & THRUST BLOCKSTA 0+59.53 - 21.5' RT | INSTALL NEW FIRE HYDRANT #BWA-FH-02 ASSEMBLY WITH6" GATE VALVE, ±16.0 LF OF 6" CLASS 51 DIP AWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C03078STA 0+64.53 - 5.5' RT - INSTALL NEW 8" GATE VALVE WITH VALVE BOX & THRUST BLOCK9STA 0+70.53 - 5.5' RT - INSTALL NEW 8" CAP & THRUST BLOCK10(3) PROPOSED 8" A-2000 PVC UNDERGROUND UTILITY CONDUITSTE @ 2+75 = 4727.92AB: 4727.98AB: 4724.78AB: 4724.78AB: 4724.82TE @ 3+75 = 4726.311RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-4TP-7TP-8TP-11SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDSDSDSDSDWWWWSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWW6SS6SSSSSSWWW4WS4FIRE4FIRE4WS4SS4SS4SSTVSSSSSSSSSASUCDUCDUCDGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBCTVBCTVBCTVBCTVBCTVBCTVS 88°59'43" E-0+500+000+501+001+502+002+503+003+504+004+505+005+506+00123456789101112131415PROPOSED STORMDRAIN MAIN (TYP)PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)PROPOSED 6" SDR 26 PVCSANITARY SEWER SERVICEPROPOSED ROOFDRAIN LEADER (TYP)PROPOSED 6" SDR 26 PVCSANITARY SEWER SERVICESTORM DRAININLET (TYP)C320C430C471C375C470C474C450C350C376PROPOSED30' WIDE UTILITYEASEMENT47154720472547304735474047454715472047254730473547404745STA -0+05.50 = WEST DRIVESTA 1+73.29 - 5.5' LTINSTALL NEW 8" 90° HORIZONTALBEND & THRUST BLOCKEG ELEVFG ELEVTOP OF MAINSTA 2+56.50 - INSTALL NEW8"x6"x8" TEE & FIRE HYDRANTASSEMBLY @ 17.50' LT WITH6" GATE VALVE & ±12.0 LF OF6" CLASS 51 DIP AWWA C151WITH THRUST BLOCKSHYD BURYDEPTH= 9.50'18" (MIN) VERTSEPARATIONPROPOSED8" SEWERMAIN (TYP)EG ELEVFG ELEVTOP OF MAIN-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00EG-4733.88EG-4734.94EG-4736.01EG-4736.05EG-4735.92EG-4735.27EG-4734.83EG-4734.80EG-4734.52EG-4734.84EG-4734.84EG-4734.87EG-4733.18EG-4734.14EG-4736.01EG-4735.94EG-4735.97EG-4735.72EG-4735.17EG-4734.89EG-4734.57EG-4734.56EG-4735.00EG-4734.71EG-4735.13FG-4737.01FG-4737.46FG-4737.24FG-4737.28FG-4737.08FG-4737.20FG-4737.26FG-4737.41FG-4737.61FG-4737.68FG-4737.46FG-4737.99FG-4736.54FG-4737.26FG-4737.26FG-4737.21FG-4737.07FG-4737.16FG-4737.32FG-4737.25FG-4737.61FG-4737.68FG-4737.57FG-4737.49FG-4737.30TE-4728.11TE-4728.21TE-4728.30TE-4728.39TE-4728.48TE-4728.57TE-4728.30TE-4727.96TE-4727.62TE-4727.28TE-4726.94TE-4728.16TE-4728.25TE-4728.34TE-4728.44TE-4728.53TE-4728.47TE-4728.13TE-4727.79TE-4727.45TE-4727.11TE-4726.77STA 0+31.50 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKTE = ±4728.10TE = ±4728.17STA 1+95.00 - INSTALL NEW8"x4"x8" TEE & FIRE SERVICE LTWITH 4" CLASS 51 DIP AWWA C151TE = ±4728.47STA 2+05.00 - INSTALL NEW8"x4"x8" TEE & DOMESTIC WATERSERVICE LT WITH 4" CLASS 51DIP AWWA C151STA 2+51.50 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKTE = ±4728.51TE = ±4728.58FIRE HYDRANT#BWA-FH-03TE = ±4728.58FIRE HYDBURY LINE =±4737.42STA 2+80.50 = EAST ENTRANCESTA 1+73.29 - 15.5' LTINSTALL NEW 8"x8"x8" TEE& THRUST BLOCKTE =±4728.43STA 3+25.00 - INSTALL NEW8" GATE VALVE WITH VALVE BOX& THRUST BLOCKTE =±4728.13STA 3+71.50 - INSTALL NEW8"x4"x8" TEE & DOMESTICWATER SERVICE LT WITH4" CLASS 51 DIP AWWA C151STA 3+81.50 - INSTALL NEW8"x4"x8" TEE & FIRE SERVICE LTWITH 4" CLASS 51 DIP AWWA C151TE =±4727.81TE = ±4727.74STA 5+28.00 = EAST DRIVESTA 0+05.50 - 5.5' LTINSTALL NEW 8" 90° HORIZONTALBEND LT & THRUST BLOCKTE = ±4726.75PROPOSED SANITARYSEWER MANHOLE (TYP)±STA 2+73.78 -4" SDR 26 PVCSS SVCX-ING±STA 0+71.88 -8" PVC ROOFDRAIN LEADERCROSSING±STA 3+31.43 -12" HP STORMDRAIN LINECROSSINGPROPOSED FINISHEDGROUND AT CENTERLINEOF SOUTH DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTH±STA 3+35.38 -8" A-2000 PVC UNDERGROUNDUTILITY CONDUITEXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C330_South-Drive_Water-Main.dwg Plotted by cody farley onNov/22/20233959.021C330BOZEMANMONTANATEE03/09/2018SOUTH DRIVE WATER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sRBUILDING B-2SOUTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BYUS PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALJOINT RESTRAINTS FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPINGTEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICAL RESTRAINTS INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THEENGINEER.9. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANTLEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24")BELOW FINISH GRADE.10. PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCE WITH MPWSSSECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'SOUTH DRIVE WATER MAINSTATION -0+05 TO 5+28INSTALL ±533 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTSOUTH DRIVE STA -0+05.50 - 5.5' LT = WESTDRIVE STA 1+73.29 - 5.5' LT | INSTALL NEW 8"90° HORIZONTAL BEND & THRUST BLOCK1WEST DRIVEEAST DRIVEBUILDING B-3BUILDING B-1BUILDING A-12STA 0+31.50 - 5.5' LT | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK3STA 0+71.88 - 5.5' LT8" PVC ROOF DRAIN LEADER CROSSING4STA 1+95.00 - 5.5' LT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151FIRE SERVICE LT58±STA 2+73.78 - 5.5' LT | 4" SDR 26 PVCSANITARY SEWER SERVICE CROSSING9SOUTH DRIVE STA 2+80.50 - 5.5' LT = EASTENTRANCE STA 1+73.29 - 15.5' LT | INSTALLNEW 8"x8"x8" TEE & THRUST BLOCKSTA 2+05.00 - 5.5' LT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151DOMESTIC WATER SERVICE LT6STA 2+51.50 - 5.5' LT | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK7STA 2+56.50 - 17.5' LT | INSTALL NEW FIREHYDRANT #BWA-FH-03 ASSEMBLY WITH 6"GATE VALVE, ±12.0 LF OF 6" CLASS 51 DIPAWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C03010STA 3+25.00 - 5.5' LT | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK11STA 3+31.43 - 5.5' LT12" HP STORM DRAIN LINE CROSSING12STA 3+35.38 - 5.5' LT 8" A-2000 PVCUNDERGROUND UTILITY CONDUIT CROSSING13STA 3+71.50 - 5.5' LT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151DOMESTIC WATER SERVICE LT14STA 3+81.50 - 5.5' LT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151FIRE SERVICE LT15SOUTH DRIVE STA 5+28.00 - 5.5' LT = EASTDRIVE STA 0+05.50 - 5.5' LT | INSTALL NEW 8"90° HORIZONTAL BEND LT & THRUST BLOCKEASTENTRANCETE @ 1+50 = 4728.34AB: 4728.64AB: 4728.07TE @ 4+00 = 4727.58TE @ 4+75 = 4727.061RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-2TP-3TP-5TP-10TTTSDSDSDSDSD SDSDSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD RDRDRDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW6SSSSS6SS 6SS 6SS 6SSWWWWWWWW4WS4FIRE4WS4WS4FIRE4FIRE4FIRE2WS 2WS BPBPBPBPBCTVBCTVBCTVBCTVBTBTBTBTBT2WS UCDUCDUCDUCDBPBPBPSSSSSSSSSSSSSSSSSSSS6SS 6SSBP GASGASGASUCDUCDBTBTBTBPBPBPUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDVBCTVBCTVBTBPBPBPBPBPBPBPBPBTBTBCTVBPBTBCTVBTBTBTBCTVBCTVBCTVBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBTS 88°59'43" E6+00-0+500+000+501+001+502+002+503+003+504+004+505+005+50124368759101112131415161718198" SDR 35 PVCSANITARY SEWERMAIN (TYP)STORM DRAIN MAIN (TYP)ROOF DRAINLEADER (TYP)PROPOSEDLUMINAIREPOLE (TYP)STORM DRAINMANHOLE / INLET(TYP)STORM DRAINDROP INLET (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED LOCATIONOF CABLE TV, TELEPHONE,& POWER SERVICES (TYP)PROPOSED 8" A-2000PVC UTILITY CONDUITS(TYP)6" SDR 26 PVCSANITARY SEWERSERVICEAPPROXIMATETEST PITLOCATION (TYP)PROPOSED30' WIDE UTILITYEASEMENT±42.00'±16.65'±16.15'±42.00'C320C475C370C372C440C450C350C37347104715472047254730473547404710471547204725473047354740PROPOSED FINISHEDGROUND AT CENTERLINEOF WALKWAY CORRIDORALIGNMENT (TYP)EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTHSTA -0+05.50 - 15.5' RT | INSTALL NEW8"x8"x8" TEE & THRUST BLOCKEG ELEVFG ELEVTOP OF MAIN18" (MIN) VERTSEPARATIONSTA 0+66.33 - 15.5' RT | INSTALLNEW 8"x4"x8" TEE & FIRE SERVICE LTWITH 4" CLASS 51 DIP AWWA C151STA 0+68.83 - 15.5' RT | INSTALL NEW8"x4"x8" TEE & DOMESTICWATER SERVICE LT WITH4" CLASS 51 DIP AWWA C151-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00EG-4731.42EG-4731.69EG-4731.36EG-4730.83EG-4730.44EG-4730.50EG-4730.91EG-4731.21EG-4731.23EG-4731.19EG-4731.10EG-4731.01EG-4731.14EG-4731.37EG-4731.40EG-4731.45EG-4731.55EG-4731.66EG-4731.72EG-4731.87EG-4731.78EG-4731.70EG-4731.62EG-4731.79EG-4732.37FG-4733.19FG-4733.24FG-4733.70FG-4733.61FG-4734.11FG-4734.61FG-4735.52FG-4736.13FG-4736.19FG-4735.91FG-4735.64FG-4736.19FG-4736.64FG-4736.49FG-4735.96FG-4736.24FG-4736.36FG-4736.49FG-4736.45FG-4735.52FG-4734.96FG-4734.46FG-4734.61FG-4735.04FG-4735.27TE-4724.94TE-4725.10TE-4725.26TE-4725.41TE-4725.57TE-4725.72TE-4725.88TE-4726.04TE-4726.19TE-4726.35TE-4726.50TE-4726.47TE-4726.33TE-4726.19TE-4726.05TE-4725.91TE-4725.77TE-4725.62TE-4725.48TE-4725.34TE-4725.20TE-4725.06EG ELEVFG ELEVTOP OF MAINSTA 0+00.00 - 15.5' RT | INSTALLNEW 8" GATE VALVE WITHVALVE BOX & THRUST BLOCK18" (MIN) VERTSEPARATIONTE = ±4724.91TE = ±4724.94TE =±4725.36TE =±4725.37STA 1+12.50 - 15.5' RT | INSTALLNEW 8" 45° HORIZONTAL BEND LT& THRUST BLOCKSTA 1+33.50 - 5.5' LT | INSTALLNEW 8" 45° HORIZONTAL BEND RT& THRUST BLOCKTE =±4725.65STA 2+62.00 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 2+56.50 - INSTALL NEW 2" TYPE KCOPPER DOMESTIC WATER SERVICE RTSTA 5+18.50 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCKTE = ±4726.54TE = ±4726.54STA 5+28.00 - INSTALL NEW8"x8"x8" TEE & THRUST BLOCKTE = ±4725.05TE = ±4725.10±STA 1+09.00 -6" SDR 26 PVCSANITARY SEWERSERVICE CROSSING±STA 1+22.50 - 8"SDR 35 PVC SANITARYSEWER MAIN CROSSINGTE =±4725.78±STA 1+60.00 - 6" PVC ROOFDRAIN LEADER CROSSING8" A-2000 PVC UTILITY CONDUITSFOR PROPOSED CABLE TV,TELEPHONE, & POWER SERVICES8" A-2000 PVC UTILITY CONDUITSFOR PROPOSED CABLE TV,TELEPHONE, & POWER SERVICESPROPOSEDSTORM DRAINDROP INLET #3PROPOSEDSTORM DRAINDROP INLET #4PROPOSED SANITARYSEWER MANHOLE (TYP)±STA 5+02.32 -15" HP STORMDRAIN MAINCROSSINGPROPOSEDSTORM DRAINCURB INLET #11PROPOSEDSTORM DRAINCURB INLET #12(3) PROPOSED 8"A-2000 PVC UTILITYCONDUITS (TYP)PROPOSED 8"SANITARY SEWERMAIN (TYP)EXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C340_Walkway-Corridor_Water-Main.dwg Plotted by cody farley onDec/4/20233959.021C340BOZEMANMONTANATEE03/09/2018WALKWAY CORRIDOR WATER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sRBUILDING A-2WALKWAY CORRIDOR1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BYUS PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALJOINT RESTRAINTS FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPINGTEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICAL RESTRAINTS INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THEENGINEER.9. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES, AND HYDRANTLEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24")BELOW FINISH GRADE.10. PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCE WITH MPWSSSECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'WALKWAY CORRIDOR WATER MAINSTATION -0+05 TO 5+28INSTALL ±542 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTWALKWAY CORRIDOR STA -0+05.50 - 15.5' RT =WEST DRIVE STA 4+34.29 - 5.5' LT | INSTALLNEW 8"x8"x8" TEE & THRUST BLOCK1WEST DRIVEEAST DRIVEBUILDING A-3BUILDING B-3BUILDING B-22STA 0+00.00 - 15.5' RT | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK3STA 0+66.33 - 15.5' RT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151FIRE SERVICE LT4STA 0+68.83 - 15.5' RT | INSTALL NEW8"x4"x8" TEE & 4" CLASS 51 DIP AWWA C151DOMESTIC WATER SERVICE LT5STA 1+09.00 - 15.5' RT | 6" SDR 26 PVCSANITARY SEWER SERVICE CROSSING67STA 1+12.50 - 15.5' RT | INSTALL NEW8" 45° HORIZONTAL BEND LT & THRUST BLOCK8STA 1+33.50 - 5.5' LT | INSTALL NEW8" 45° HORIZONTAL BEND RT & THRUST BLOCKSTA 1+22.50 - 5.5' RT | 8" SDR 35 PVCSANITARY SEWER MAIN CROSSING9STA 1+60.00 - 5.5' LT | 6" PVC ROOFDRAIN LEADER CROSSING10±STA 2+01 TO 2+05 - 5.5' LT | (3) 8" A-2000 PVCUTILITY CONDUITS FOR PROPOSED BURIEDCABLE TV, TELEPHONE, & POWER CROSSINGS11±STA 2+29 TO 2+31 - 5.5' LT | (3) 8" A-2000 PVCUTILITY CONDUITS FOR PROPOSED BURIEDCABLE TV, TELEPHONE, & POWER CROSSINGS12STA 2+37.44 - 5.5' LT | 12" HP STORMDRAIN MAIN CROSSING13STA 2+56.50 - 5.5' LT | INSTALL NEW 2" TYPE KCOPPER DOMESTIC WATER SERVICE RT14STA 2+62.00 - 5.5' 6T | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK15STA 3+32.62 - 5.5' LT | 12" HP STORMDRAIN MAIN CROSSING16±STA 3+65 TO 3+69 - 5.5' LT | (3) 8" A-2000 PVCUTILITY CONDUITS FOR PROPOSED BURIEDCABLE TV, TELEPHONE, & POWER CROSSINGS17STA 5+02.32 - 5.5' LT | 15" HP STORMDRAIN MAIN CROSSING18STA 5+18.50 - 5.5' LT | INSTALL NEW 8" GATEVALVE WITH VALVE BOX & THRUST BLOCK19WALKWAY CORRIDOR STA 5+28.00 - 5.5' LT =EAST DRIVE STA 2+87.50 - 5.5' LT | INSTALLNEW 8"x8"x8" TEE & THRUST BLOCKTE @ 0+25 = 4725.06TE @ 1+85 = 4726.08TE @ 3+25 = 4726.17TE @ 4+00 = 4725.74TE @ 4+60 = 4725.441RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.30.2023 ///////////////////////E8SE8S E8S BP BP BP BP BP BPE8WE8WE8WE8WE8WE8W E8WTP-6TP-10TP-12SDSDSDSDSDSDSD SD SDSDSDRD RD RD RD RD W SSSSSSSSS S S S W W W W W W S S S S SSSSSSSSSSSSS6SS6SS6SSWWWWWWWWWWWWWWWWWWWWW4WS4FIRES S SSS 5+50-0+500+000+501+001+502+002+503+003+504+004+505+000+50-0+500+001234567891011121314151617ROOFDRAINLEADER8" SDR 35 PVCSANITARY SEWERMAIN (TYP)PROPOSEDSANITARY SEWERMANHOLE (TYP)STORM DRAININLET (TYP)STORM DRAINMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED30' WIDE UTILITYEASEMENTC330C373C430C450C460C340C4406" SDR 26 PVCSANITARY SEWERSERVICEC476N 88°59'43" WN 1°00'18" E471547204725473047354740471547204725473047354740-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50EG-4735.11EG-4734.70EG-4734.18EG-4733.74EG-4733.32EG-4732.81EG-4732.65EG-4731.52EG-4730.77EG-4730.29EG-4729.85EG-4732.32EG-4734.39EG-4733.95EG-4733.52EG-4733.12EG-4732.51EG-4731.71EG-4731.16EG-4730.39EG-4730.13EG-4729.98EG-4731.74FG-4738.30FG-4737.67FG-4736.72FG-4736.32FG-4735.64FG-4735.67FG-4735.10FG-4734.47FG-4734.01FG-4733.95FG-4733.63FG-4737.12FG-4736.54FG-4735.90FG-4735.78FG-4735.54FG-4734.85FG-4734.16FG-4733.97FG-4733.95FG-4733.35TE-4726.48TE-4726.18TE-4725.87TE-4725.56TE-4725.25TE-4724.99TE-4724.76TE-4724.53TE-4724.08TE-4726.63TE-4726.33TE-4726.03TE-4725.72TE-4725.40TE-4725.10TE-4724.87TE-4724.65TE-4724.34TE-4724.19PROPOSED FINISHEDGROUND AT CENTERLINEOF EAST DRIVE (TYP)HYD BURYDEPTH= 10.50'EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTHSTA 0+05.50 - INSTALL NEW 8"90° HORIZONTAL BEND & THRUST BLOCKEG ELEVFG ELEVTOP OF MAINTE = ±4726.75STA 1+43.50 - INSTALL NEW8"x6"x8" TEE & FIRE HYDRANTASSEMBLY @ 17.50' LT WITH6" GATE VALVE & ±12.0 LF OF6" CLASS 51 DIP AWWA C151WITH THRUST BLOCKSTE = ±4725.91STA 1+38.50 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCK±STA 1+99.43 -6" SDR 26 PVCSANITARY SEWERSERVICE CROSSINGFIRE HYDBURY LINE =±4735.75±STA 2+76.50 - 8" SDR 35 PVCSANITARY SEWER MAIN CROSSING18" (MIN) VERTSEPARATION18" (MIN) VERTSEPARATIONSTA 2+67.00 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCKTE = ±4725.14STA 2+87.50 - 5.5' LT - INSTALL NEW8"x8"x8" TEE & THRUST BLOCKSTA 2+97.00 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCKTE = ±4725.05TE = ±4725.00STA 3+44.00 - INSTALL NEW8"x4"x8" TEE & DOMESTIC WATERSERVICE LT WITH 4"CLASS 51 DIP AWWA C151STA 3+54.00 - INSTALL NEW8"x4"x8" TEE & FIRE SERVICE LTWITH 4" CLASS 51 DIP AWWA C151TE = ±4724.79TE =±4725.94STA 4+11.50 - INSTALL NEW8"x6"x8" TEE & FIRE HYDRANTASSEMBLY @ 17.50' LT WITH6" GATE VALVE & ±12.0 LF OF6" CLASS 51 DIP AWWA C151WITH THRUST BLOCKSSTA 4+06.51 - INSTALL NEW 8"GATE VALVE WITH VALVE BOX& THRUST BLOCKHYD BURYDEPTH= 10.50'TE = ±4724.48FIRE HYDBURY LINE =±4734.32TE = ±4724.5018" (MIN) VERTSEPARATION±STA 4+45.50 -8" SDR 35 PVCSANITARY SEWERMAIN CROSSINGSTA 4+83.65 - 38.7' LT | INSTALL NEW 8"90° HORIZONTAL BEND & THRUST BLOCKSTA 4+83.65 - 5.5' LT | INSTALL NEW 8"90° HORIZONTAL BEND & THRUST BLOCKTE = ±4724.23TE =±4724.37STA 4+94.65 - 38.7' LT | INSTALLNEW 2" BLOWOFF LTSTA 4+95.78 - 38.7' LT | REMOVEEXISTING CAP & VALVE ANDCONNECT TO EXISTING 8"CLASS 51 DIP AWWA C151WATER MAIN WITH NEW 8"GATE VALVE, VALVE BOX, &THRUST BLOCKEXISTING8" WATERMAINTE = ±4724.42TE = ±4724.41PROPOSED8" SEWERMAIN (TYP)PROPOSED8" WATER MAIN (TYP)PROPOSEDSANITARY SEWERMANHOLE (TYP)FIRE HYDRANT#BWA-FH-05FIRE HYDRANT#BWA-FH-04EG ELEVFG ELEVTOP OF MAIN/////////////////////E8S SE8SE8SBPBPBPBPBPBPE8WE8WE8WE8WE8WE8WE8WSDWSSSSSSWWWSS 5+504+505+000+50-0+500+0011121314151617C460N 88°59'43" W471547204725473047354740471547204725473047354740-0+50 0+00 0+50EG-4730.97EG-4731.31EG-4731.86EG-4732.07FG-4732.46FG-4733.13FG-4733.18FG-4732.92TE-4724.31EG ELEVFG ELEVTOP OF MAINSTA 0+05.50 - 5.5' LTINSTALL NEW 8"90° HORIZONTAL BEND& THRUST BLOCKTE = ±4724.23STA 0+38.70 - 5.5' LTINSTALL NEW 8"90° HORIZONTAL BEND& THRUST BLOCKTE =±4724.37PROPOSED FINISHEDGROUND AT CENTERLINEOF EAST DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)PROPOSEDSANITARY SEWERMANHOLE (TYP)PROPOSED8" SANITARYSEWER MAINPROPOSED8" WATERMAINEXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C350_East-Drive_Water-Main.dwg Plotted by cody farley on Dec/4/20233959.021C350BOZEMANMONTANATEE03/09/2018EAST DRIVE WATER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS05.25.2021BUILDINGA-31. ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATEDAPRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAWCUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION,DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITYOF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITYOF BOZEMAN PERSONNEL ONLY.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE ORFITTING.8. IN LIEU OF CONCRETE THRUST BLOCKS, THRUSTRESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY USPIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINTRESTRAINTS FOR ALL FITTINGS THAT REQUIRE THRUSTRESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FORMAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLYPROHIBITED BY THE CITY OF BOZEMAN. INSTALL THEMECHANICAL RESTRAINTS IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS ASSPECIFIED BY THE ENGINEER.9. INSTALL DETECTABLE WARNING TAPE CENTERED OVERALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS.INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") ANDMAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.10. PERFORM TESTING, CLEANING, AND DISINFECTING OF THEWATER MAIN IN ACCORDANCE WITH MPWSS SECTION02660-3.4 AND THE CITY OF BOZEMAN STANDARDMODIFICATIONS TO THE MPWSS.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'EAST DRIVE WATER MAINSTATION 0+06 TO 4+96INSTALL ±490 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNORTHBOUNDARYNORTHBOUNDARYNORTH BOUNDARYWATER MAINSTATION 0+06 TO 0+39INSTALL ±33 LF OF8" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEAST DRIVENOTES BY SYMBOL:1EAST DRIVE STA 0+05.50 - 5.5' LT =SOUTH DRIVE STA 5+28.00 - 5.5' LT | INSTALL NEW8" 90° HORIZONTAL BEND LEFT & THRUST BLOCKSTA 1+38.50 - 5.5' LT | INSTALL NEW 8"GATE VALVE WITH VALVE BOX & THRUST BLOCKSTA 1+43.50 - 17.5' LT | INSTALL NEW FIRE HYDRANT#BWA-FH-04 ASSEMBLY W/ 6" GATE VALVE, ±12.0 LFOF 6" CLASS 51 DIP AWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C030STA 1+99.43 - 5.5' LT | 6" SDR 26 PVCSANITARY SEWER SERVICE CROSSINGSTA 2+67.00 - 5.5' LT | INSTALL NEW 8"GATE VALVE WITH VALVE BOX & THRUST BLOCKSTA 2+76.50 - 5.5' LT | 8" SDR 35 PVCSANITARY SEWER MAIN CROSSINGEAST DRIVE STA 2+87.50 - 5.5' LT = WALKWAYCORRIDOR STA 5+28.00 - 5.5' LT | INSTALLNEW 8"x8"x8" TEE & THRUST BLOCKSTA 2+97.00 - 5.5' LT | INSTALL NEW 8"GATE VALVE WITH VALVE BOX & THRUST BLOCKSTA 3+44.00 - 5.5' LT | INSTALL NEW8"x4"X8" TEE & 4" CLASS 51 DIP AWWA C151DOMESTIC WATER SERVICE LTSTA 3+54.00 - 5.5' LT | INSTALL NEW8"x4"X8" TEE & 4" CLASS 51 DIP AWWA C151FIRE SERVICE LTSTA 4+06.51 - 5.5' LT | INSTALL NEW 8"GATE VALVE WITH VALVE BOX & THRUST BLOCKSTA 4+11.50 - 17.5' LT | INSTALL NEW FIRE HYDRANT#BWA-FH-05 ASSEMBLY W/ 6" GATE VALVE, ±12.0 LFOF 6" CLASS 51 DIP AWWA C151, & THRUST BLOCKREFER TO DETAIL 02660-4 ON SHEET C030STA 4+45.50 - 5.5' LT | 8" SDR 35 PVCSANITARY SEWER MAIN CROSSINGEAST DRIVE STA 4+83.65 - 5.5' LT =NORTH BOUNDARY STA 0+05.50 - 5.5' LTINSTALL NEW 8" 90° HORIZONTAL BEND LEFT& THRUST BLOCKEAST DRIVE STA 4+83.65 - 38.7' LT =NORTH BOUNDARY STA 0+38.70 - 5.5' LTINSTALL NEW 8" 90° HORIZONTAL BEND RIGHT& THRUST BLOCKEAST DRIVE STA 4+94.65 - 38.7' LT =NORTH BOUNDARY STA 0+38.70 - 5.5' RTINSTALL NEW 2" BLOWOFF PER CITY OFBOZEMAN STANDARD DRAWING NO. 02660-7EAST DRIVE STA 4+95.78 - 38.7' LT =NORTH BOUNDARY STA 0+38.70 - 6.6' RTREMOVE EXISTING CAP & VALVE ANDCONNECT TO EXISTING 8" CLASS 51 DIPAWWA C151 WATER MAIN WITH NEW 8" GATEVALVE, VALVE BOX, & THRUST BLOCK234567891011121314151617SOUTH DRIVENORTH DRIVENORTH DRIVETE @ 0+60 = 4726.48TE @ 1+30 = 4725.84TE @ 1+60 = 4725.71TE @ 2+30 = 4725.26TE @ EXISTING 8" MAIN= 4724.50AB: BLOWOFF NOT INSTALLEDAB: BLOWOFFNOT INSTALLEDTE @ 3+00 = 4724.84TE @ 3+60 = 4724.721RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS11.30.2023Know what'sR11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FT TP-5TTSDSDSDSDSD SD SD SDSDSDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD DRDRDRDRDRD WWWWWWWWW2WS2WS2WS2WSBPBPBPBPBPBPBPBPBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBT2WS4SSBTBPBCTVBPBPBPSSSSSSSSSGASGASGASGASBTBPBPBPBPBPBPBPBTBTBCTVBPBTBCTVBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBT0+500+751+002+002+503+002+00-0+500+000+501+001+501234567PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)PROPOSEDROOF DRAINLEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSED 8"CLASS 51 DIPAWWA C151WATER MAIN(TYP)PROPOSED ROOFDRAIN LEADERCLEANOUT (TYP)COMMUNITY BUILDINGMECHANICAL EQUIPMENTPROPOSED LOCATIONOF CABLE TV, TELEPHONE,& POWER SERVICES (TYP)PROPOSED GASSERVICE (TYP).8C440C340S 1°00'17" WS 46°00'17" WS 1°00'17" W3.25'471547204725473047354740471547204725473047354740EG ELEVFG ELEVTOP OF SERVINSTALL NEW 2" TYPE K COPPERDOMESTIC WATER SERVICESTA -0+05.50 = WALKWAYCORRIDOR STA 2+56.50 - 5.5' LT-0+50 0+00 0+50 1+00 1+50 2+00EG-4730.98EG-4731.65EG-4732.12EG-4732.92EG-4733.26EG-4730.49EG-4731.33EG-4731.87EG-4732.48EG-4733.20FG-4736.48FG-4736.90FG-4737.22FG-4737.05FG-4738.00FG-4734.35FG-4737.18FG-4737.12FG-4737.20FG-4738.00TE-4726.25TE-4730.34TE-4730.44TE-4730.54TE-4730.28TE-4730.39TE-4730.4945° VERTICAL BEND UP& THRUST BLOCKSTA 0+08.50 = INSTALL NEW 2"TE = ±4726.54TE = ±4726.2545° VERTICAL BEND DOWN& THRUST BLOCKSTA 0+12.50 = INSTALL NEW 2"TE = ±4730.26CURB STOP & BOX FOR 2" TYPE KCOPPER DOMESTIC WATER SERVICESTA 0+15.00 = INSTALL NEW45° HORIZONTAL BEND RT& THRUST BLOCKSTA 0+21.00 = INSTALL NEW 2"45° HORIZONTAL BEND LT& THRUST BLOCKSTA 0+43.04 = INSTALL NEW 2"TE = ±4730.26TE =±4730.3290° HORIZONTAL BEND LT& THRUST BLOCKSTA 1+51.48 = INSTALL NEW 2"90° VERTICAL BEND UP& THRUST BLOCKSTA 1+68.49 = INSTALL NEW 2"TE = ±4730.54TE =±4730.58BUILDINGFF ELEV =±4738.00ANGLESTOPINSTALL±8.9 LF2" TYPE KCOPPERREFER TO STRUCTURALDRAWINGS FORFOUNDATION DETAILS6" PVC ROOFDRAIN LEADERTE =±4730.28±STA 0+05.50 -8" SDR 35 PVCSANITARYSEWER MAINCROSSINGPROPOSED FINISHEDGROUND AT CENTERLINEOF WATER SERVICEALIGNMENT (TYP)EXISTING GROUNDSURFACE (TYP)INSURE6.5' (MIN)BURYDEPTHSERVICE AT 5.00' FROMEXTERIOR BUILDING WALLSTA 1+62.57 = DOMESTIC WATERTE = ±4730.57DEPTH =±6.8'LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C370_Community-Building_Water-Service.dwg Plotted by cody farley onNov/22/20233959.021C370BOZEMANMONTANATEE03/09/2018COMMUNITY BUILDING DOMESTIC WATER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRCOMMUNITYBUILDINGFF ELEV = 4738.00WALKWAY CORRIDORPROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'COMMUNITY BUILDINGDOMESTIC WATER SERVICESTATION -0+06 TO 1+68INSTALL ±174 LF OF2" AWWA C800 TYPE K COPPERTYPE A TRENCH BACKFILL WITH TYPE 1 PIPE BEDDING(FOR PIPE BEDDING: NO MATERIAL LARGER THAN 3/4")11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTBUILDINGA-2BUILDINGA-3BUILDINGB-2STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE-0+05.50 INSTALL NEW 8"x2" SERVICE SADDLE & 2" CORPORATION STOP 56964.78 43868.25ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITDOMESTIC SERVICE QUANTITY SCHEDULE0266032060022" BALL VALVE CURB STOP 1 EA0266032058028"x2" DOUBLE STRAP SERVICE SADDLE (CLAMP)1EA026603204002 2" BALL VALVE CORPORATION STOP 1 EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.1+62.57 56814.36 43861.110+15.00 56944.29 43867.89INSTALL 2" CURB STOP & CURB BOX WITH STATIONARY RODTEMPORARY END OF DOMESTICE WATER SERVICEAT 5.00' OUTSIDE OF BUILDING1+68.49 56814.25 43867.03INSTALL 2" 90° VERTICAL BEND UP WITH THRUST BLOCK,2" TYPE K COPPER STANDPIPE, AND ANGLE STOP0+08.50 INSTALL 2" 45° VERTICAL BEND UP WITH THRUST BLOCK 56950.79 43868.010+12.50 INSTALL 2" 45° VERTICAL BEND DOWN WITH THRUST BLOCK 56946.79 43867.94NOTES BY SYMBOL:1STA -0+05.50 = WALKWAY CORRIDORSTA 2+56.50 - 5.50' LT | INSTALL NEW 2" TYPE KCOPPER DOMESTIC WATER SERVICESTA 0+15.00 = INSTALL NEW CURB STOP &BOX FOR 2" TYPE K COPPER DOMESTICWATER SERVICE2STA 0+21.00 - INSTALL NEW 2" 45°HORIZONTAL BEND RT3STA 0+43.04 = INSTALL NEW 2" 45°HORIZONTAL BEND LT4STA 1+51.48 - INSTALL NEW 2" 90°HORIZONTAL BEND LT5STA 1+62.57 = TEMPORARY END OF DOMESTICWATER SERVICE AT 5.00' FROM EXTERIORBUILDING WALL6STA 0+52.15 - INSTALL 2" 90° VERTICAL BEND &THRUST BLOCK, 2" TYPE K COPPER STANDPIPE,AND 2" ANGLE STOP | REFER TO CITY OFBOZEMAN STANDARD DRAWING 02660-157PROPOSED 30' WIDE UTILITY EASEMENT8POOL026603202502 2" AWWA C800 TYPE K COPPER SERVICE PIPE 183 LF026603207702CURB BOX & STATIONARY ROD 1 EA026603211215 2" 45° BEND 4 EA026603211219 2" 90° BEND 2 EA0+21.00 INSTALL 2" 45° HORIZONTAL BEND RT WITH THRUST BLOCK 56938.29 43867.790+43.04 56922.98 43851.93INSTALL 2" 45° HORIZONTAL BEND LT WITH THRUST BLOCK1+51.48 INSTALL 2" 90° HORIZONTAL BEND LT WITH THRUST BLOCK 56814.55 43850.031. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7. WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9. ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11. THE TWO INCH (2") DOMESTIC WATER SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITHTHE CITY OF BOZEMAN WATER SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OFTHE TWO INCH (2") DOMESTIC WATER SERVICE LINE FROM THE PROPOSED WATER MAIN TO THEANGLE STOP IN THE BUILDING.12. THE DOMESTIC WATER SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO AMINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZEDREPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORDDRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TESTCERTIFICATE FOR UNDERGROUND PIPING".13. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 //////////////////E8WE8WE8WE8WE8WE8WE8WWEWEWRDRDRDRDRDRDRDRDSDSDSDSDSDSDWWWWWWSSSSS6SSSSSSSGASGASUCDUCDUCDUCDUCDUCDUCDUCDBPBPBPGASGASGASBTBTBTBBCTVBCTVBCTVBPBPBPGASGASBTBTBCTVBCTV4FIRE4FIRE4FIRE4WS4WS0 0+501+001+5012345678.91+00-0+500+000+5051.00'N 1°00'18" ES 88°59'43" EC310C371PROPOSED ROOFDRAIN LEADER (TYP)LEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1. THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2. ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A. UL OR FM LISTED.B. APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C. INSTALLED AS SHOWN ON THE APPROVED PLANS.3. A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4. A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5. HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6. THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7. THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8. ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9. ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10. LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL47154720472547304735474047454715472047254730473547404745EG ELEVFG ELEVTOP OF SVCSTA 0+00.00 = EAST ENTRANCESTA 0+82.85 - 15.50' LTINSTALL NEW 8"x4" CROSSSTA 0+39.88 - INSTALL NEW4" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+05.33 - INSTALL NEW4" 11.25° VERTICAL BEND UP& THRUST BLOCKSTA 0+15.43 - INSTALL NEW4" 11.25° VERTICAL BENDDOWN & THRUST BLOCKINSTALL ±9.0 LF WITHFL END OF 4" CLASS 51DIP AWWA C151PROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)STA 0+57.18 - FIRE SERVICEAT 5.00' FROM EXTERIORBUILDING WALLSTA 0+63.99 - INSTALL NEW4" 90° VERTICAL BENDUP & THRUST BLOCKREFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13C375EXTERIORWALL OFBUILDINGTE = ±4730.58BUILDING B-14" DIP FIRESERVICE-0+50 0+00 0+50 1+00EG-4736.20EG-4735.63EG-4735.35EG-4736.32EG-4736.10EG-4735.46FG-4737.36FG-4738.26FG-4739.65FG-4738.07FG-4737.35FG-4739.65TE-4730.58TE-4730.58STA 0+50.84 - INSTALL NEW4" 11.25° VERTICAL BEND UP& THRUST BLOCKSTA 0+58.86 - INSTALL NEW4" 11.25° VERTICAL BENDDOWN & THRUST BLOCK8" DIP WATER MAINTE = ±4728.754" DIP FIRE SERVICETE = ±4728.57TE =±4730.58BUILDINGA-1BUILDINGFF ELEV =4739.65TE = ±4732.1812" HP STORMDRAIN MAINGASSERVICELINE2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C374_Building-B-1_Fire-Service.dwg Plotted by cody farley onNov/22/20233959.021C374BOZEMANMONTANATEE03/09/2018BUILDING B-1 FIRE SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 05.25.2021Know what'sRBUILDING B-1FF ELEV = 4739.65TSCHACHE LANEPROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'FIRE SERVICE LINESTATION 0+00 TO 0+64INSTALL ±64 LF OF4" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTNOT TO SCALE02660-131. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3. ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5. DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6. ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7. WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8. ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9. ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10. IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11. DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12. THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.13. THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".14. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGFIRE SERVICE LINE COORDINATE TABLE0+00.00 INSTALL NEW 8"x4" CROSS 56592.28 43885.72BOZEMAN WEST APARTMENTS | BUILDING B-1FIRE SERVICE LINELOT B OF CERTIFICATE OF SURVEY NO. 1256ACITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: R-4ADJACENT ZONING: R-4ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITFIRE SERVICE QUANTITY SCHEDULE026600500402 4" CLASS 51 DIP AWWA C151 FIRE SERVICE 73 LF026600300407 4" 11.25° BEND 4 EA026600600554 4" GATE VALVE 1 EA026600600410 4" OS&Y FL x FL VALVE & ASSEMBLY 1 EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1-1/4 INCHES TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:026600600514 8"x4" CROSS 1 EA0+57.18 56591.28 43942.89TEMPORARY END OF FIRE SERVICE AT5.00' OUTSIDE OF BUILDING0+63.99 56591.15 43950.39INSTALL 4" 90° VERTICAL BEND UP WITH THRUST BLOCK,4" CLASS 51 DIP AWWA C151 STANDPIPE, AND OS&Y VALVE0+39.88 INSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK 56591.58 43925.59NOTES BY SYMBOL:1STA 0+00.00 = EAST ENTRANCE STA 0+83.16 - 15.50' LTINSTALL NEW 8"x4" CROSS FOR4" CLASS 51 DIP AWWA C151 FIRE SERVICESTA 0+00.00 - 2.00' RT =EAST ENTRANCE STA 0+81.16 - 15.50' LTINSTALL NEW 8"x4" CROSS FOR 4" CLASS 51 DIPAWWA C151 DOMESTIC WATER SERVICE2STA 0+39.88 - INSTALL NEW 4" GATE VALVE,WITH VALVE BOX, & THRUST BLOCK3STA 0+39.88 - 2.00' RT | INSTALL NEW 4" GATEVALVE, WITH VALVE BOX, & THRUST BLOCK4STA 0+57.18 - TEMPORARY END OF FIRE SERVICEAT 5.00' FROM EXTERIOR BUILDING WALL5STA 0+57.18 - 2.00' RT | TEMPORARY END OFDOMESTIC WATER SERVICE AT 5.00' FROMEXTERIOR BUILDING WALL6STA 0+63.99 - INSTALL 4" 90° VERTICAL BEND &THRUST BLOCK, 4" CLASS 51 DIP AWWA C151STANDPIPE, AND 4" OS&Y VALVEREFER TO DETAIL 02660-13 ON THIS SHEET7PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)8PROPOSED 30' WIDE UTILITY EASEMENT9STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE0+00.00 - 2.00' RT INSTALL NEW 8"x4" CROSS 56590.28 43885.680+57.18 - 2.00' RT 56589.32 43940.55TEMPORARY END OF DOMESTIC WATER SERVICE AT5.00' OUTSIDE OF BUILDING0+05.33 - 2.00' RT 56590.19 43891.010+50.67 - 2.00' RT 56589.39 43925.55HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994286710+50.84 INSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCK 56591.39 43936.380+54.88 GAS SERVICE CROSSING 56591.32 43940.590+15.43 - 2.00' RT 56590.01 43901.110+39.88 - 2.00' RT 56589.58 43925.51SOUTH DRIVEEASTENTRANCE026600300419 4" 90° BEND 1 EA0+58.86 56591.25 43944.570+05.33 INSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCK56592.0143891.050+15.43INSTALL 4" 11.25° VERTICAL BEND DOWN WITH THRUST BLOCK43901.1456592.190+50.67 12" HP STORM DRAIN MAIN CROSSING 56591.39 43936.55INSTALL 4" 11.25° VERTICAL BEND DOWN WITH THRUST BLOCKINSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCKINSTALL 4" 11.25° VERTICAL BEND DOWN WITH THRUST BLOCKINSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK12" HP STORM DRAIN MAIN CROSSING0+50.84 - 2.00' RT 56589.39 43936.34INSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCK0+54.88 - 2.00' RT 56586.64 43936.51GAS SERVICE CROSSINGAB: BOTH FIRE AND DOMESTIC SERVICESOFFSET ~2' SOUTH (FIRST 22.5° BEND @10' FROM FOUNDATION AND SECOND22.5° BEND @ 5' FROM FOUNDATION)1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-4TP-7TP-8TP-11SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDSDSDSDSDWWWWSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWW6SS6SSSSSSWWW4WS4FIRE4FIRE4WS4SS4SS4SSTVSSSSSSSSSASUCDUCDUCDGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBCTVBCTVBCTVBCTVBCTVBCTVS 88°59'43" E-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006" SDR 26 PVCSANITARY SEWERSERVICEPROPOSEDFIRE HYDRANT(TYP)STORM DRAINMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED30' WIDE UTILITYEASEMENTROOF DRAINLEADER (TYP)STORM DRAININLET (TYP)3303104503504" SDR 26 PVCSANITARY SEWERSERVICE6" SDR 26 PVCSANITARY SEWERSERVICE47447147047154720472547304735474047454715472047254730473547404745EG ELEVFG ELEVSEWER INVEG ELEVFG ELEVSEWER INV-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00EG-4733.88EG-4734.94EG-4736.01EG-4736.05EG-4735.92EG-4735.27EG-4734.83EG-4734.80EG-4734.52EG-4734.84EG-4734.84EG-4734.87EG-4733.18EG-4734.14EG-4736.01EG-4735.94EG-4735.97EG-4735.72EG-4735.17EG-4734.89EG-4734.57EG-4734.56EG-4735.00EG-4734.71EG-4735.13FG-4737.01FG-4737.46FG-4737.24FG-4737.28FG-4737.08FG-4737.20FG-4737.26FG-4737.41FG-4737.61FG-4737.68FG-4737.46FG-4737.99FG-4736.54FG-4737.26FG-4737.26FG-4737.21FG-4737.07FG-4737.16FG-4737.32FG-4737.25FG-4737.61FG-4737.68FG-4737.57FG-4737.49FG-4737.30INV-4731.29INV-4730.79INV-4730.29INV-4729.79INV-4729.33INV-4729.08INV-4728.83INV-4728.58INV-4731.54INV-4731.04INV-4730.54INV-4730.04INV-4729.45INV-4729.20INV-4728.95INV-4728.70INV-4728.45PROPOSED FINISHEDGROUND AT CENTERLINEOF EAST DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)PIPE S9: ±199 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.86% SLOPEPROPOSED8" WATERMAINPROPOSED FIREHYDRANT (TYP)SOUTH DRIVE STA 1+07.00 - 5.50 ' RTINSTALL NEW 48"Ø STANDARDSTRAIGHT SANITARY SEWER MH-JCOVER RIM = 4737.408" PVC INV OUT (E) = 4731.70PIPE S8: ±226 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.40% SLOPESANITARY SEWER SERVICE RT8" PVC INV = ±4731.566" PVC INV IN (S) = ±4732.29SOUTH DRIVE STA 3+09.50 - 5.50' RTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-ICOVER RIM = 4737.428" PVC INV IN (W) = 4730.008" PVC INV OUT (E) = 4729.80SOUTH DRIVE STA 5+39.00 - 5.50' RT =EAST DRIVE STA 0+05.50 - 5.50' RTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-HCOVER RIM = 4738.018" PVC INV IN (W) = 4728.908" PVC INV OUT (N) = 4728.70STA 1+25.42 - 5.50' RT | BUILDING A-1INSTALL NEW 6" SDR 26 PVCSTA 2+73.78 - 5.50' RT | COMMUNITY BUILDINGINSTALL NEW 4" SDR 26 PVCSANITARY SEWER SERVICE LT8" PVC INV = ±4730.294" PVC INV IN (N) = ±4731.01STA 4+09.11 - 5.50' RT | BUILDING B-1INSTALL NEW 6" SDR 26 PVCSANITARY SEWER SERVICE RT8" PVC INV = ±4729.416" PVC INV IN (S) = ±4730.148" PVC ROOFDRAIN LEADER12" HP STORMDRAIN MAIN8" A-2000 PVC UTILITYCONDUITEXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C430_South-Drive_Sewer-Main.dwg Plotted by cody farley onNov/22/20233959.021C430BOZEMANMONTANACKTEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHSOUTH DRIVE SEWER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sRBUILDING B-2SOUTH DRIVEPROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'SOUTH DRIVE SEWER MAINSTATION 1+07 TO 5+39INSTALL ±432 LF OF8" ASTM D3034 SDR 35 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FT1WEST DRIVEEAST DRIVEBUILDING B-3BUILDING B-1BUILDING A-1234561. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEALFEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESSOTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENTSTRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVEFEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13. ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALLTV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT ATCONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULEINSPECTIONS WITH THE SEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENTMUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TORETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TVINSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:123STA 1+25.42 - 5.50' RT | BUILDING A-1INSTALL NEW 6" SDR 26 PVC SANITARY SEWER SERVICE RTREFER TO SHEET C471 FOR SERVICE INSTALLATION DETAILSOUTH DRIVE STA 1+07.00 - 5.50 RTINSTALL NEW 48"Ø STANDARD STRAIGHT SANITARY SEWER MH-J456SOUTH DRIVE STA 3+09.50 - 5.50 RTINSTALL NEW 48"Ø STANDARD ECCENTRIC SANITARY SEWER MH-ISOUTH DRIVE STA 5+39.00 - 5.50 RT =EAST DRIVE STA 0+05.50 - 5.50' RTINSTALL NEW 48"Ø STANDARD ECCENTRIC SANITARY SEWER MH-HSTA 2+73.78 - 5.50' RT | COMMUNITY BUILDINGINSTALL NEW 4" SDR 26 PVC SANITARY SEWER SERVICE LTREFER TO SHEET C470 FOR SERVICE INSTALLATION DETAILSTA 4+09.11- 5.50' RT | BUILDING B-1INSTALL NEW 6" SDR 26 PVC SANITARY SEWER SERVICE RTREFER TO SHEET C474 FOR SERVICE INSTALLATION DETAIL77INSTALL 8" A-2000 PVC UTILITY CONDUITAB: 4730.05AB: 4729.85AB: 4728.79AB: 4728.591RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-2TP-3TP-5TP-10TTTSDSDSDSDSD SDSDSD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD RDRDRDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW6SSSSS6SS 6SS 6SS 6SSWWWWWWWW4WS4FIRE4WS4WS4FIRE4FIRE4FIRE2WS 2WS BPBPBPBPBCTVBCTVBCTVBCTVBTBTBTBTBT2WS UCDUCDUCDUCDBPBPBPSSSSSSSSSSSSSSSSSSSS6SS 6SSBP GASGASGASUCDUCDBTBTBTBPBPBPUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDVBCTVBCTVBTBPBPBPBPBPBPBPBPBTBTBCTVBPBTBCTVBTBTBTBCTVBCTVBCTVBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBTS 88°59'43" E6+00-0+500+000+501+001+502+002+503+003+504+004+505+005+508" SDR 35 PVCSANITARY SEWERMAIN (TYP)STORM DRAIN MAIN (TYP)ROOF DRAINLEADER (TYP)PROPOSEDLUMINAIREPOLE (TYP)STORM DRAINMANHOLE / INLET(TYP)STORM DRAINDROP INLET (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED LOCATIONOF CABLE TV, TELEPHONE,& POWER SERVICES (TYP)PROPOSEDUNDERGROUNDUTILITY CONDUIT(TYP)6" SDR 26 PVCSANITARY SEWERSERVICEAPPROXIMATETEST PITLOCATION (TYP)PROPOSED30' WIDE UTILITYEASEMENT±42.00'±16.65'±16.15'±42.00'C320C475C370C372C440C450C350C3731234PROPERTYBOUNDARY(TYP)47104715472047254730473547404710471547204725473047354740PROPOSED FINISHEDGROUND AT CENTERLINEOF WALKWAY CORRIDORALIGNMENT (TYP)EXISTING GROUNDSURFACE (TYP)STA 1+03.52 - 5.50' RT | INSTALL NEWEG ELEVFG ELEVSEWER INV-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00EG-4731.69EG-4730.83EG-4730.50EG-4731.21EG-4731.19EG-4731.01EG-4731.37EG-4731.45EG-4731.66EG-4731.87EG-4731.70EG-4731.79EG-4731.42EG-4731.36EG-4730.44EG-4730.91EG-4731.23EG-4731.10EG-4731.14EG-4731.40EG-4731.55EG-4731.72EG-4731.78EG-4731.62EG-4732.37FG-4733.24FG-4733.61FG-4734.61FG-4736.13FG-4735.91FG-4736.19FG-4736.49FG-4736.24FG-4736.49FG-4735.52FG-4734.46FG-4735.04FG-4733.19FG-4733.70FG-4734.11FG-4735.52FG-4736.19FG-4735.64FG-4736.64FG-4735.96FG-4736.36FG-4736.45FG-4734.96FG-4734.61FG-4735.27INV-4728.92INV-4728.67INV-4728.42INV-4728.17INV-4727.92INV-4727.67INV-4727.42INV-4726.99INV-4729.04INV-4728.79INV-4728.54INV-4728.29INV-4728.04INV-4727.79INV-4727.54INV-4727.11INV-4726.86EG ELEVFG ELEVSEWER INV8" A-2000 PVC UTILITY CONDUITSFOR PROPOSED CABLE TV,TELEPHONE, & POWER SERVICES8" A-2000 PVC UTILITY CONDUITS FORPROPOSED CABLE TV, TELEPHONE, &POWER SERVICESPROPOSEDSTORM DRAINDROP INLET #3PROPOSEDSTORM DRAINDROP INLET #4PROPOSEDSTORM DRAINCURB INLET #11PROPOSEDSTORM DRAINCURB INLET #12(3) PROPOSED 8"N-12 PVC UTILITYCONDUITS (TYP)STA 1+09.00 - 5.50' RT | BUILDING B-2STA 4+67.50 - 5.50' RT | INSTALL NEWPIPE S6: ±360 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.40% SLOPEPIPE S5: ±68 LF 8" SDR 35 PVCSANITARY SEWER MAIN@ ±0.40% SLOPEPROPOSED8" WATERMAINPROPOSED 8"SEWER MAIN (TYP)±STA 1+60.00 -6" PVC ROOFDRAIN LEADERCROSSING±STA 5+01.82 -15" STORMDRAIN CROSSINGINV. = 4731.33±WALKWAY CORRIDOR STA 5+39.00 - 5.50' RT =EAST DRIVE STA 2+76.50 - 5.50' RTINSTALL NEW 48" Ø ECCENTRIC48" Ø STANDARD STRAIGHTSANITARY SEWER MH-GCOVER RIM = 4734.988" PVC INV OUT (E) = 4729.50INSTALL NEW 6" SDR 26 PVCSANITARY SEWER SERVICE RT8" PVC INV = ±4729.496" PVC INV IN (S) = ±4730.2248" Ø STANDARD ECCENTRICSANITARY SEWER MH-FCOVER RIM = 4735.378" PVC INV IN (W) = 4728.068" PVC INV OUT (E) = 4727.86SANITARY SEWER MH-ECOVER RIM = 4734.868" PVC INV IN (W) = 4727.598" PVC INV IN (S) = 4727.598" PVC INV OUT (N) = 4727.39EXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C440_Walkway-Corridor_Sewer-Main.dwg Plotted by cody farley onNov/22/20233959.021C440BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHWALKWAY CORRIDOR SEWER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sRBUILDING A-2WALKWAY CORRIDORGENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'WALKWAY CORRIDOR SEWER MAINSTATION 1+04 TO 5+39INSTALL ±435 LF OF8" ASTM D3034 SDR 35 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTSTA 1+03.52 - 5.50' RT | INSTALL NEW 48" ØSTANDARD STRAIGHT SANITARY SEWER MH-G1WEST DRIVEEAST DRIVEBUILDING A-3BUILDING B-3BUILDING B-22STA 1+09.00 - 5.50' RT | BUILDING B-2INSTALL NEW 6" SDR 26 PVCSANITARY SEWER SERVICE RTREFER TO SHEET C475 FOR SERVICEINSTALLATION DETAIL31. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPELINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALLGRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWNFOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THANFIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OFEIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13. ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINALACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWERDEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWERSUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT A MINIMUM OF ONE WEEK INADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TVINSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWERLINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.STA 4+67.50 - 5.50' RT | INSTALL NEW 48" ØSTANDARD ECCENTRIC SANITARY SEWER MH-F4WALKWAY CORRIDOR STA 5+39.00 - 5.50' RT =EAST DRIVE STA 2+76.50 - 5.50' RTINSTALL NEW 48" Ø STANDARD ECCENTRICSANITARY SEWER MH-E5INSTALL 8" A-2000 PVC UTILITY CONDUITS555AB: 4729.46AB: 4727.53AB: 4727.351RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.30.2023 ///////////////////////E8SE8S E8S BP BP BP BP BP BPE8WE8WE8WE8WE8WE8W E8WTP-6TP-10TP-12SDSDSDSDSDSDSD SD SDSDSDRD RD RD RD RD W SSSSSSSSS S S S W W W W W W S S S S SSSSSSSSSSSSS6SS6SS6SSWWWWWWWWWWWWWWWWWWWWW4WS4FIRES S SSS 5+50-0+500+000+501+001+502+002+503+003+504+004+505+0012ROOFDRAINLEADER6" SDR 26 PVCSANITARY SEWERSERVICE8" SDR 35 PVCSANITARY SEWERMAIN (TYP)PROPOSEDFIRE HYDRANT(TYP)STORM DRAININLET (TYP)STORM DRAINMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED30' WIDE UTILITYEASEMENTC330C373C430C350C460C340C44034567C476N 88°59'43" WN 1°00'18" E471547204725473047354740471547204725473047354740PROPOSED FINISHEDGROUND AT CENTERLINEOF EAST DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)EAST DRIVE STA -0+05.50 - 5.50' RT =SOUTH DRIVE STA 5+39.00 - 5.50' RTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-HCOVER RIM = 4738.018" PVC INV IN (W) = 4728.908" PVC INV OUT (N) = 4728.70EG ELEVFG ELEVSEWER INVPROPOSED8" SEWERMAIN (TYP)-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50EG-4735.11EG-4734.70EG-4734.18EG-4733.74EG-4733.32EG-4732.81EG-4732.65EG-4731.52EG-4730.77EG-4730.29EG-4729.85EG-4734.39EG-4733.95EG-4733.52EG-4733.12EG-4732.51EG-4731.71EG-4731.16EG-4730.39EG-4730.13FG-4738.30FG-4737.67FG-4736.72FG-4736.32FG-4735.64FG-4735.67FG-4735.10FG-4734.47FG-4734.01FG-4733.95FG-4733.63FG-4737.12FG-4736.54FG-4735.90FG-4735.78FG-4735.54FG-4734.85FG-4734.16FG-4733.97FG-4733.95INV-4728.17INV-4727.92INV-4727.67INV-4727.42INV-4727.17INV-4726.92INV-4726.49INV-4726.24INV-4725.99INV-4725.57INV-4728.05INV-4727.80INV-4727.55INV-4727.30INV-4727.05INV-4726.78INV-4726.37INV-4726.12INV-4725.87EAST DRIVE STA 4+45.50 - 5.50' RT =NORTH DRIVE STA 5+15.50 - 5.50' RTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-B1COVER RIM = 4733.858" PVC INV IN (S) = 4726.738" PVC INV OUT (W) = 4726.53PIPE S4: ±165 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.40% SLOPEPIPE S7: ±278 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.40% SLOPESTA 1+99.43 - 5.50' RT | BUILDING B-3INSTALL NEW 6" SDR 26 PVCSANITARY SEWER SERVICE LT8" PVC INV = ±4727.896" PVC INV IN (W) = ±4728.61PROPOSED8" WATERMAINPROPOSED FIREHYDRANT (TYP)EAST DRIVE STA 2+76.50 - 5.50' RT =WALKWAY CORRIDOR STA 5+39.00 - 5.50' RTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-ECOVER RIM = 4734.868" PVC INV IN (W) = 4727.598" PVC INV IN (S) = 4727.598" PVC INV OUT (N) = 4727.39/////////////////////E8SE8S E8SBPBPBP BP BP BPWE8WE8WE8WE8WE8WE8WSDWSSSSSSWWWSS5+504+505+00C4604567N 88°59'43" WEXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL4715472047254730473547404715472047254730473547404+25 4+50 5+00 5+50EG-4730.13EG-4729.85EG-4729.98EG-4732.32EG-4731.74EG-FG-4734.09FG-4733.63FG-4733.46FG-FG-FG-INV-4730.13INV-4729.85INV-4729.98INV-4732.32INV-4731.74INV-8STA 4+45.50, -26.13' LTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-A1COVER RIM = 4733.448" PVC INV IN (E) = 4726.428" PVC INV IN (W) = 4726.428" PVC INV OUT (N) = 4726.22STA 4+99.15, -27.26' LTCONNECT TO EXISTING8" SDR 35 PVC SEWER STUBEXISTING 8" INV. (S) = 4725.77±EXISTING 4' DIA. SEWER MANHOLERIM EL. = 4731.97±8" INV. (S) = 4725.45±2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C450_East-Drive_Sewer-Main.dwg Plotted by cody farley on Dec/4/20233959.021C450BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHEAST DRIVE SEWER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS06.07.2018BUILDINGA-3EAST DRIVEPROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'EAST DRIVE SEWER MAINSTATION -0+05 TO 4+95INSTALL ±451 LF OF8" ASTM D3034 SDR 35 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNORTHBOUNDARYNORTHBOUNDARYNORTH BOUNDARYSEWER MAINTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATEDAPRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAWCUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING.SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION,DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMEDBY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE ORFITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROMACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER ANDSTORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEALFEET REFLECTS THE DISTANCE FROMCENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALLGRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATEDELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALLCORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FORADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERESANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVEFEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVERALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24")BELOW FINISH GRADE.13. ALL SEWERS ARE REQUIRED TO BE INSPECTED USING ATELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALLTV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THECITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOREXPENSE UNLESS OTHERWISE APPROVED BY THEWATER/SEWER SUPERINTENDENT. SCHEDULEINSPECTIONS WITH THE SEWER DEPARTMENT A MINIMUMOF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENTMUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TOTHE TV INSPECTION TO ALLOW GROUNDWATER TO RETURNTO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWERLINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OFDRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:1234567NOTES BY SYMBOL:EAST DRIVE STA -0+05.50 - 5.50' RT =SOUTH DRIVE STA 5+39.00 - 5.50' RT | INSTALL NEW 48"ØSTANDARD ECCENTRIC SANITARY SEWER MH-HEAST DRIVE STA 4+45.50 - 26.82' LTINSTALL NEW 48"Ø STANDARD ECCENTRICSANITARY SEWER MH-A1STA 1+99.43 - 5.50' RT | BUILDING B-3INSTALL NEW 6" SDR 26 PVC SANITARY SEWER SERVICE LTREFER TO SHEET C476 FOR SERVICE INSTALLATION DETAILEAST DRIVE STA 2+76.50 - 5.50' RT = WALKWAYCORRIDOR STA 5+39.00 - 5.50' RT | INSTALL NEW 48"ØSTANDARD ECCENTRIC SANITARY SEWER MH-EEAST DRIVE STA 4+45.50 - 5.50' RT =NORTH DRIVE STA 5+15.50 - 5.50' RTINSTALL NEW 48"Ø STANDARD ECCENTRICSANITARY SEWER MH-B1EAST DRIVE STA 4+45.50 - 26.82' LT =NORTH DRIVE STA 0+26.82CONNECT TO EXISTING8" SDR 35 PVC SANITARY SEWER STUBEAST DRIVE STA ±5+36.00 - 27.33' LT =NORTH DRIVE STA 4+83.88 -5.50 LTEXISTING 48"Ø SANITARY SEWER MH #I02418PIPE S1: ±52 LF 8" SDR 35 PVCSANITARY SEWER MAIN @ ±0.88% SLOPESOUTH DRIVENORTH DRIVENORTH DRIVE9INSTALL 986 SF OF ALL-WEATHERSEWER ACCESS - SEE DETAIL5C040AB: DOUBLE GASKET SOLIDSLEEVE PVC COUPLERINSTALLED AT STA: 1+90AB: 4728.59AB: 4727.35AB: 4726.12AB: 4726.27AB: 4726.27AB: 26.46 LTAB: 4728.79AB: 4727.531RECORD DRAWINGS11/30/2023CJFKnow what'sR11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTRECORD DRAWINGS11.30.2023 ////////////////////////////////////TP-6SDSDSDSDSDSDSDSDSDSDSDSDSDSD RDRDRDRDRDRDRDRDRDRDRDSDWSSSSSSSSSSSSSSSSS8SS8SS8SS6SS 6SS WWWWW8SSSSS 88°59'42" E1+502+002+503+003+504+004+505+005+506+001238" SDR 35 PVCSANITARY SEWERMAIN (TYP)SUBSURFACE STORMWATER DETENTIONSYSTEMSTORM DRAININLET (TYP)STORM DRAINMANHOLE (TYP)STORM DRAINMAIN (TYP)8" SDR 35 PVC SANITARYSEWER SERVICE6" SDR 26 PVC SANITARYSEWER SERVICEROOF DRAINLEADER (TYP)PROPOSED 30' WIDEUTILITY EASEMENTC350C473C4724C450C45047104715472047254730473547404710471547204725473047354740PROPOSED FINISHEDGROUND AT CENTERLINEOF NORTH DRIVE (TYP)EXISTING GROUNDSURFACE (TYP)EG ELEVFG ELEVSEWER INVNORTH DRIVE STA 5+15.50 - 5.50' RT =EAST DRIVE STA 4+45.50 - 5.50' RTINSTALL NEW 48"Ø STANDARDPROPOSED8" WATERMAIN1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00EG-4728.48EG-4728.44EG-4728.34EG-4728.59EG-4729.00EG-4729.32EG-4729.50EG-4729.65EG-4729.90EG-4730.26EG-4730.32EG-4730.24EG-4730.14EG-4729.98EG-4729.91EG-4729.89EG-4730.00FG-4732.49FG-4732.43FG-4732.43FG-4732.42FG-4732.52FG-4732.66FG-4732.72FG-4732.80FG-4732.90FG-4733.03FG-4733.01FG-4733.05FG-4733.22FG-4733.38FG-4733.62FG-4734.03FG-4734.74INV-4726.83INV-4726.73INV-4726.63INV-4726.53INV-4726.43INV-4726.33INV-4726.23INV-4726.13INV-4726.03INV-4725.93INV-STA 2+41.82 - 5.50' LTINSTALL NEW 48"ØSTANDARD STRAIGHTPIPE S3: ±238 LF 8" SDR 35 PVC SANITARY SEWER MAIN @ ±0.40% SLOPEPROPOSEDSTORMDRAIN MH-1PROPOSEDSTORM DRAINCURB INLET #3PROPOSEDSTORMDRAIN MH-2PROPOSEDSTORMDRAIN MH-3PROPOSEDSTORM DRAINCURB INLET #6PROPOSEDSTORM DRAINMAIN (TYP)ECCENTRIC SANITARY SEWER MH-B1COVER RIM = 4733.858" PVC INV IN (S) = 4726.738" PVC INV OUT (W) = 4726.53SANITARY SEWER MH-DCOVER RIM = 4732.428" PVC INV IN (SW) = 4727.578" PVC INV OUT (E) = 4727.37STA 3+91.93 - 5.50' LT | BUILDING A-3INSTALL NEW 6" SDR 26 PVCSANITARY SEWER SERVICE RT8" PVC INV = ±4726.786" PVC INV IN (S) = ±4727.515EAST DRIVE STA 4+45.50, 26.13 LTNORTH DRIVE STA 4+83.88 5.50' LTINSTALL NEW 48"Ø STANDARDECCENTRIC SANITARY SEWER MH-A1COVER RIM = 4733.448" PVC INV IN (E) = 4726.428" PVC INV IN (W) = 4726.428" PVC INV OUT (N) = 4726.22EXISTING ASPHALTTO REMAINEXISTING CONCRETETO REMAINLEGENDSHEET NUMBERREFERENCEXXXXEXISTING CRUSHEDFINES TRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C460_North-Drive_Sewer-Main.dwg Plotted by cody farley onNov/22/20233959.021C460BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHNORTH DRIVE SEWER IMPROVEMENTSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING A-3NORTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TOEXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTINGIMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FORBOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESSOTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHTRUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0")OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13. ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TVINSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOREXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITH THESEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUMOF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELYFLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'NORTH DRIVE SEWER MAINSTATION 2+42 TO 5+16INSTALL ±274 LF OF8" ASTM D3034 SDR 35 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTSTA 2+41.82 - 5.50' LT | INSTALL NEW 48"ØSTANDARD STRAIGHT SANITARY SEWER MH-DNORTH DRIVE STA 5+15.50 - 5.50' LT =EAST DRIVE STA 4+45.50 - 5.50' RT | INSTALL NEW48"Ø STANDARD ECCENTRIC SANITARY SEWER MH-B113EAST DRIVESUBSURFACESTORM WATERDETENTION SYSTEM(ISOLATOR ROW SHOWN)BUILDING A-22STA 3+91.93 - 5.50' LT | BUILDING A-3INSTALL NEW 6" SDR 26 PVC SANITARY SEWER SERVICE RTREFER TO SHEET C473 FOR SERVICE INSTALLATION DETAILNORTH DRIVE STA 4+83.88 - 5.50' LTINSTALL NEW 48"Ø STANDARD ECCENTRIC SANITARYSEWER MH-A14± 29 LF - 8" SDR-35 PVC SANITARY SEWER MAIN@ ± 0.40% SLOPE5AB: 4726.12AB: 4726.27AB: 4726.27AB: 26.46' LTAB: STA 4+83.55, 5.50' LT1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 /////////////////////////////////E8W E8W E8W E8WE8WEWEWTP-8SDSDSD SD SD SD SD RDRDRDRDRDRDRDRD RD RD SDSDSDSDSDSDSDWWWWW WS S W W W W W W W4WS2WSBPBPBBCTVBCTVBTBTBT4SS4SS4SSBT BP B C T V S S S S S GASGASUCDUCDUCDGASGAS GAS GAS UCD UCDUCDUCDUCDUCD BTBPBPBPGASGASBTBTBCTVBCTV4FIRE4FIRE4FIRE4WS4WS2+02+503+00-0+500+000+501+00456PROPOSED STORMDRAIN AREA INLETPROPOSED STORMDRAIN MAIN (TYP)PROPOSEDROOF DRAINLEADER (TYP)PROPOSEDGAS SERVICE789.10C310C43023.78'TBC-CL54.22'TBC-CLC330N 1°00'17" E47154720472547304735474047454715472047254730473547404745EG ELEVFG ELEVSEWER INVSTA 0+71.35 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'STA -0+05.50 = SOUTH DRIVESTA 2+73.78 - 5.50' RTPROPOSED FINISHEDGROUND AT CENTERLINEOF SEWER SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)EXTERIORWALL OFBUILDINGCOMMUNITY BUILDING4" SDR 26 PVC SANITARYSEWER SERVICE8" PVC INV = ±4730.294" PVC INV IN (N) = ±4731.01OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4739.106" PVC INV IN = 4733.9015" HPSTORMDRAINMAINEAST ENTRANCE8" DIP WATER MAIN-0+50 0+00 0+50 1+00EG-4735.38EG-4735.17EG-4734.60EG-4734.16EG-4733.91EG-4733.65FG-4738.12FG-4737.30FG-4737.16FG-4737.35FG-4737.67FG-4738.00INV-4730.88INV-4732.04INV-4733.45INV = ±4731.01STA 0+24.35 - INSTALL NEW4" SDR 26 PVC45° VERTICAL BEND UP4" PVC INV = ±4731.39STA 0+25.91 - INSTALL NEW4" SDR 26 PVC45° VERTICAL BEND DOWN4" PVC INV = ±4732.95STA 0+26.73 - INSTALL NEW4"x4" 45° WYE, 4" PVC RISER,& MONUMENT BOX FORSANITARY SEWER SERVICECLEANOUT #CO-CB-014" PVC INV IN = ±4732.97DEPTH =±4.31'±STA 0+27.50 -COMMUNITY BUILDINGSEWER SERVICECLEANOUT #CO-CB-01CO COVER RIM = 4737.28INV =±4733.90FF ELEV= 4738.00GAS SERVICECROSSING123FOR CLEANOUTINSTALLATIONSEE DETAIL1C040LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C470_Community-Building_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C470BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHCOMMUNITY BUILDING SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRCOMMUNITYBUILDINGFF ELEV =4738.00SOUTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'NOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS14A: ±30 LF 4" SDR 26 PVC SANITARYSEWER SERVICE @ 1/4" PER FOOT SLOPE14STA -0+05.50 = SOUTH DRIVE STA 2+73.78 - 5.50' RTINSTALL 8"x4" TEE-WYE & 45° BEND FOR COMMUNITYBUILDING 4" SDR 26 PVC SANITARY SEWER SERVICE6STA 0+71.35 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING6" PVC INV = ±4733.90STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE-0+05.50 =SOUTH DRIVE STA 2+73.78 - 5.5' RTINSTALL 8"x4" TEE-WYE & 45° BEND FOR COMMUNITY BUILDING4" SDR 26 PVC SANITARY SEWER SERVICE56671.53 43880.39ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE0273022050184 8"x4" SDR 35 PVC TEE-WYE 1 EA0273022121004 4" ASTM D3034 SDR 26 PVC PIPE 82 LF4EA0+71.35 56748.37 43881.73TEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING0273022051304 4" SDR 26 PVC 45° BEND0273022050404 TEMPORARY 4" SDR 26 PVC CAP 1 EA0+76.35 56753.36 43881.82SANITARY SEWER SERVICE ATEXTERIOR WALL OF COMMUNITY BUILDINGTSCHACHE LANEBUILDINGA-12PIPE SS14B: ±2 LF 4" SDR 26 PVC SANITARYSEWER SERVICE @ ±1:1 SLOPE3PIPE SS15: ±45 LF 4" SDR 26 PVC SANITARYSEWER SERVICE @ 1/4" PER FOOT SLOPE5STA 0+27.50 - INSTALL NEW 4"x4" SANITARY SEWERSERVICE CLEANOUT #CO-CB-01REFER TO DETAIL 2 ON SHEET C040 FOR INSTALLATIONEAST ENTRANCE7PROPOSED 8" CLASS 51 DIP AWWA C151 WATER MAIN (TYP)8PROPOSED 8" SDR 35 PVC SANITARY SEWER MAIN (TYP)9PROPOSED FIRE HYDRANT10PROPOSED 30' WIDE UTILITY EASEMENT0273022050244 4"x4" SDR 26 PVC 45° WYE 1 EA0+05.50 56682.53 43880.588" CLASS 51 DIP AWWA C151 WATER MAIN CROSSING0+27.50 56704.52 43880.96INSTALL 4"x4" SAN SEWER SERVICE CLEANOUT #CO-CB-010+24.35 56701.37 43880.91INSTALL 4" SDR 26 PVC 45° VERTICAL BEND UP0+25.91 56702.93 43880.94INSTALL 4" SDR 26 PVC 45° VERTICAL BEND DOWN0+39.40 56716.42 43881.1715" HP STORM DRAIN MAIN CROSSING0+55.50 56732.52 43881.46GAS SERVICE CROSSINGCOMMUNITYBUILDINGSEWER SERVICESTATION -0+06 TO 0+71INSTALL ±77 LF OF4" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUAL1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 //////////////////////////////////////////////////////E8WWEWEWEWEWEWEWEWEWTP-7SDSDSDSDSDSDSDSDSDSDSDRDRDRDRDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDWWWWWWWWWWW6SS4WS4FIREBPBCTVBTBTBPBPBCTVBCTVBTBPBCTVSSSSSSSGASBTBTBPBPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTV0+501+001+502+002+501+00-0+500+000+5023PROPOSEDROOF DRAINLEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSED STORMDRAIN INLET (TYP)PROPOSED 8"SDR 35 PVCSANITARY SEWERMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)APPROXIMATE TESTPIT LOCATION (TYP)C330C430PROPOSED30' WIDE UTILITYEASEMENT21.58'TBC-CL78.42'TBC-CLS 1°00'17" W472047254730473547404745472047254730473547404745EG ELEVFG ELEVSEWER INVSTA 0+45.64 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'STA 0+05.50 = SOUTH DRIVESTA 1+25.42 - 5.50' RTPROPOSED FINISHEDGROUND AT CENTERLINEOF SEWER SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)6" PVC ROOFDRAIN LEADEREXTERIORWALL OFBUILDINGBUILDING A-1 - 6" SDR 26 PVCSANITARY SEWER SERVICE8" PVC INV = ±4731.566" PVC INV IN (S) = ±4732.29OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4739.106" PVC INV IN = 4733.37-0+50 0+00 0+50 1+00EG-4735.95EG-4736.17EG-4735.44EG-4735.75EG-4736.18EG-4736.00FG-4737.21FG-4738.84FG-4739.10FG-4736.74FG-4737.96FG-4739.10INV-4733.0615" HPSTORMDRAINMAIN8" DIPWATERMAIN1INV = ±4732.29INV = ±4733.37FF ELEV= 4739.10LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C471_Building-A-1_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C471BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING A-1 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING A-1FF ELEV = 4739.10SOUTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING A-1 SEWER SERVICESTATION 0+06 TO 0+46INSTALL ±40 LF OF6" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS16: ±40 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ ±2.69% SLOPE12STA 0+05.50 = SOUTH DRIVE STA 1+25.42 - 5.50' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING A-1 6" SDR 26 PVC SANITARY SEWER SERVICE3STA 0+45.64 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING6" PVC INV = ±4733.37STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE0+05.50 =SOUTH DRIVE STA 1+25.42 - 5.5' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING A-1 6" SDR 26 PVC SANITARY SEWER SERVICE56674.13 43732.05ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE0273022050186 8"x6" SDR 35 PVC TEE-WYE 1 EA0273022121006 6" ASTM D3034 SDR 26 PVC PIPE 40 LF1EA0+45.64 56633.99 43731.350+49.64 56629.99 43731.28TEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING0273022051306 6" SDR 26 PVC 45° BEND0273022050406 TEMPORARY 6" SDR 26 PVC CAP 1 EA6" PVC ROOF DRAIN LEADER CROSSING0+50.64 56628.99 43731.26SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING A-1TSCHACHE LANEBUILDING B-2*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUAL1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 ////////////////////////E8SE8SE8SE8SBPBPBPBPBPBPE8WE8WE8WE8WE8WTP-1TP-3TTSD SDSDSDSDSDSDSDSDSD SSDSDSDSDRD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDSDSSSS8SS8SS8SS4WS 4FIR E BP BP BP 8SSUCDUCDUCDUCDUCDUCDDUCDUCDBTBPBPBBPBTBTBCTVBTBTBTBCTVBCTVBCTBCT V BCT V BCT V BT BT BT BT S 88°59'42" E0+000+501+001+502+002+503+002+00-0+500+000+501+001+501011212413614PROPOSEDROOF DRAINLEADER (TYP)SUBSURFACESTORM WATERDETENTIONSYSTEMPROPOSEDSTORM DRAINMAIN (TYP)C460APPROXIMATETEST PITLOCATION (TYP)PROPOSEDSTORM DRAININLET (TYP)C041PROPOSED30' WIDE UTILITYEASEMENT4.00'TBC-CL15.50'TBC-CL7.36'TBC-CL471547204725473047354740471547204725473047354740EG ELEVFG ELEVSEWER INVSTA 0+22.20 - INSTALL NEW 8"STA 0+23.46 - BUILDING A-2SEWER SERVICECLEANOUT #CO-BA2-01CO COVER RIM = 4732.681-0+50 0+00 0+50 1+00 1+50 2+00EG-4728.62EG-4728.74EG-4728.84EG-4729.02EG-4729.09EG-4729.06EG-4729.15EG-4729.40EG-4729.71EG-4730.23FG-4732.49FG-4732.44FG-4732.82FG-4732.90FG-4732.90FG-4733.53FG-4733.66FG-4734.00FG-4734.00FG-4734.00INV-4727.09INV-4727.34INV-4727.59INV-4727.83INV-4728.07INV-4728.31STA 0+40.47 - INSTALL NEW 8"STA 0+84.42 - INSTALL NEW 8"32456STA 0+41.65 - BUILDING A-2SEWER SERVICECLEANOUT #CO-BA2-02CO COVER RIM = 4732.72STA 0+85.60 - BUILDING A-2SEWER SERVICECLEANOUT #CO-BA2-03CO COVER RIM = 4732.837STA 1+35.38 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4734.008" PVC IN IN = 4728.416" PVC ROOFDRAIN LEADER89EXTERIOR WALLOF BUILDINGFF ELEV= 4734.00PROPOSEDFINISHED GROUNDAT CENTERLINEOF SEWERSERVICE (TYP)EXISTING GROUNDSURFACE (TYP)45° HORIZONTAL BEND RT8" PVC INV = ±4727.73BUILDING A-2 SEWER SERVICE STA -0+05.95 =NORTH DRIVE STA 2+41.82 - 5.50' LTINSTALL NEW 48"Ø STANDARD STRAIGHTSANITARY SEWER MH-DCOVER RIM = 4732.428" PVC INV IN (SW) = 4727.578" PVC INV OUT (E) = 4727.3722.5° HORIZONTAL BEND RT8" PVC INV = ±4727.8422.5° HORIZONTAL BEND LT8" PVC INV = ±4728.10LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C472_Building-A-2_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C472BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING A-2 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING A-2FF ELEV = 4734.00NORTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING A-2 SEWER SERVICESTATION -0+06 TO 1+35INSTALL ±141 LF OF8" ASTM D3034 SDR 35 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS1: ±26 LF 8" SDR 35 PVCSANITARY SEWER SERVICE @ ±0.60% SLOPE12±STA 0+22.71 - INSTALL NEW 8"x4" 45° WYE, 4" PVCRISER, & MONUMENT BOX FOR SANITARY SEWERSERVICE CLEANOUT #CO-BA2-018" PVC INV IN = ±4727.73REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATIONSTATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE-0+05.95 = NORTHDRIVE STA2+41.82 - 5.5' LTINSTALL NEW 48" Ø STANDARD STRAIGHT SANITARYSEWER MH-D - CENTER OF MANHOLE57122.60 43879.84ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE02730220502848"x4" SDR 35 PVC 45° WYE3EA0273022121008 8" ASTM D3034 SDR 35 PVC PIPE 141 LF2EA3EA0+23.46 57096.33 43867.45-0+05.59 - 0.9' RT =N. DRIVE STA2+40.89 - 5.5' LT57122.62 43878.9148" Ø STANDARD STRAIGHT SANITARY SEWER MH-DCENTER OF RING & COVER0+05.41 57112.18 43875.3118" HP STORM DRAIN MAIN CROSSING0+22.20 57096.79 43868.62INSTALL NEW 8" SDR 35 PVC 45° HORIZONTAL BEND RTINSTALL NEW 8"x4" SDR 35 PVC SANITARY SEWER SERVICECLEANOUT #CO-BA2-01 ASSEMBLY & COVER0273022051304 4" SDR 26 PVC 45° BEND0273022051508 8" SDR 26 PVC 22.5° BEND0273022121004 4" ASTM D3034 SDR 26 PVC PIPE 16 LF0273022050408TEMPORARY 8" SDR 35 PVC CAP 1 EA3PIPE SS2: ±18 LF 8" SDR 35 PVCSANITARY SEWER SERVICE @ ±0.60% SLOPE4±STA 0+40.90 - INSTALL NEW 8"x4" 45° WYE, 4" PVCRISER, & MONUMENT BOX FOR SANITARY SEWERSERVICE CLEANOUT #CO-BA2-028" PVC INV IN = ±4727.84REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION5PIPE SS3: ±44 LF 8" SDR 35 PVCSANITARY SEWER SERVICE @ ±0.60% SLOPE6±STA 0+84.86 - INSTALL NEW 8"x4" 45° WYE, 4" PVCRISER, & MONUMENT BOX FOR SANITARY SEWERSERVICE CLEANOUT #CO-BA2-038" PVC INV IN = ±4728.10REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION7PIPE SS4: ±51 LF 8" SDR 35 PVCSANITARY SEWER SERVICE @ ±0.60% SLOPE818" HP STORM DRAIN PIPE. INV. = ± 28.85 (± 0.4' CLR)912" HP STORM DRAIN PIPE. INV. = ± 29.18 (±0.7' CLR)1EA0273022051308 8" SDR 35 PVC 45° BEND0+41.65 57090.12 43850.440+40.47 57090.10 43851.62INSTALL NEW 8" SDR 35 PVC 22.5° HORIZONTAL BEND RTINSTALL NEW 8"x4" SDR 35 PVC SANITARY SEWER SERVICECLEANOUT #CO-BA2-02 ASSEMBLY & COVER0+85.60 57090.43 43806.570+84.42 57090.87 43807.67INSTALL NEW 8" SDR 35 PVC 22.5° HORIZONTAL BEND LTINSTALL NEW 8"x4" SDR 35 PVC SANITARY SEWER SERVICECLEANOUT #CO-BA2-03 ASSEMBLY & COVER1+35.38 57072.20 43760.26TEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING1+43.65 57067.29 43755.09SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING A-210BUILDING A-2 SEWER SERVICE STA -0+05.95 =NORTH DRIVE STA 2+41.82 - 5.50' LTINSTALL NEW 48"Ø STANDARD STRAIGHTSANITARY SEWER MH-D11STA 0+22.20 - INSTALL NEW 8" SDR 35 PVC45° HORIZONTAL BEND RT12STA 0+40.47 - INSTALL NEW 8" SDR 35 PVC22.5° HORIZONTAL BEND RT13STA 0+84.42 - INSTALL NEW 8" SDR 35 PVC22.5° HORIZONTAL BEND LT14STA 1+35.38 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUALAB: CLEANOUTNOT INSTALLEDAB: CLEANOUT NOTINSTALLED1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 ////////////////// //////E8BPBPBPBPBPBPBPBPBPBPE8W E8W E8W E8W E8WE8WTP-6SDSDSDSDSDSDSDSDSDRD RD RD RD RDRDRDRDWSSSSSSSSSSSSSS6SS6SSWWWWWWW4WS 4FIRE SSS 88°59'42" E3+504+004+505+005+50-0+500+000+501+00S 0°59'44" E178.57'TBC-CL212.43'TBC-CLPROPOSEDROOF DRAINLEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSED STORMDRAIN INLETC460C450C350C373471547204725473047354740471547204725473047354740EG ELEVFG ELEVSEWER INVPROPOSED FINISHEDGROUND AT CENTERLINEOF SEWER SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)18" HP STORMDRAIN PIPEEXTERIORWALL OFBUILDINGBUILDING A-3 - 6" SDR 26 PVCSANITARY SEWER SERVICE8" PVC INV = ±4726.786" PVC INV IN (S) = ±4727.51-0+50 0+00 0+50 1+00EG-4730.22EG-4730.34EG-4730.60EG-4730.71EG-4730.79EG-4731.09FG-4732.64FG-4733.00FG-4733.36FG-4734.40FG-4734.75FG-4734.75INV-4727.17INV-4728.17STA 0+47.00 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4734.756" PVC INV IN = 4729.05FF ELEV= 4734.756" PVC ROOFDRAIN LEADER±53 LF 6" SDR 26 PVC@ ±2.93% SLOPEPIPE SS5:STA -0+05.50 = NORTH DRIVESTA 3+91.93 - 5.50' LTSANITARY SEWER SERVICE AT ±5.00'LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C473_Building-A-3_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C473BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING A-3 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING A-3FF ELEV = 4734.75NORTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING A-3 SEWER SERVICESTATION -0+05 TO 0+47INSTALL ±52 LF OF6" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FT12STA 0+47.00 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING6" PVC INV = ±4729.05STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE-0+05.50 = NORTHDRIVE STA 3+91.93 - 5.5' LTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING A-3 6" SDR 26 PVC SANITARY SEWER SERVICE57119.97 44029.93ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE02730220501868"x6" SDR 35 PVC TEE-WYE 1 EA0273022121006 6" ASTM D3034 SDR 26 PVC PIPE 52 LF0+47.00 57067.48 44029.010+51.00 57063.48 44028.950+05.00 57109.47 44029.7418" HP STORM DRAIN MAIN CROSSINGTEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING0273022050406 TEMPORARY 6" SDR 26 PVC CAP 1 EA6" PVC ROOF DRAIN LEADER CROSSING0+52.00 57062.48 44028.93SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING A-3STA -0+05.50 = NORTH DRIVE STA 3+91.93 - 5.50' LTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING A-3 6" SDR 26 PVC SANITARY SEWER SERVICEEAST DRIVE02730220513066" SDR 26 PVC 45° BEND 1 EA*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUALAB: 4730.131RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 //////////////////////////// /// /// //////////////////E8SE8SE8SE8SE8SE8SE8WE8WE8WE6WE6WSE8WE8WE8WE8WE8WTP-9TP-11SDSDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDSDSDSDSDSDSDSDSSSSSSSSSSWWWWWWWWW6SSWWWWWW4FIRE4WSGASGASUCDUCDUCDBPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVFIRES3+504+004+505+0046PROPOSEDROOF DRAINLEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSED 8"SDR 35 PVCSANITARY SEWERMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)APPROXIMATE TESTPIT LOCATION (TYP)C330C430PROPOSED30' WIDE UTILITYEASEMENT18.89'TBC-CL72.11'TBC-CL1+00-0+500+000+506S 88°59'42" E472047254730473547404745472047254730473547404745EG ELEVFG ELEVSEWER INVSTA 0+45.64 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'PROPOSED FINISHEDGROUND AT CENTERLINEOF SEWER SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)6" PVC ROOFDRAIN LEADEREXTERIORWALL OFBUILDING8" DIPWATERMAIN1-0+50 0+00 0+50 1+00EG-4734.53EG-4735.02EG-4735.19EG-4734.20EG-4734.83EG-4735.21FG-4737.63FG-4739.30FG-4739.65FG-4736.83FG-4738.30FG-4739.65INV-4733.28INV = ±4730.14STA 0+05.50 = SOUTH DRIVESTA 4+09.11 - 5.50' RTSTA 0+17.00 - INSTALL NEW6" SDR 26 PVC 45°VERTICAL BEND UPSTA 0+20.16 - INSTALL NEWSTA 0+20.98 - INSTALL NEW6"x4" 45° WYE, 4" PVC RISER, &MONUMENT BOX FORSANITARY SEWER SERVICECLEANOUT #CO-BB1-016" PVC INV IN = ±4733.20INV = ±4730.38INV = ±4733.18INV = ±4733.71DEPTH =±5.04'FF ELEV= 4739.65STA 0+21.75 - BUILDING B-1SEWER SERVICECLEANOUT #CO-BB1-01CO COVER RIM = 4738.2623OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4739.656" PVC INV IN = 4733.71BUILDING B-1 - 6" SDR 26 PVCSANITARY SEWER SERVICE8" PVC INV = ±4729.416" PVC INV IN (S) = ±4730.146" SDR 26 PVC 45°VERTICAL BEND DOWNLEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C474_Building-B-1_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C474BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING B-1 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING B-1FF ELEV = 4739.65SOUTH DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING B-1 SEWER SERVICESTATION 0+06 TO 0+46INSTALL ±40 LF OF6" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS11: ±12 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ 1/4" PER FOOT SLOPE14STA 0+05.50 = SOUTH DRIVE STA 4+09.11 - 5.50' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING B-1 6" SDR 26 PVC SANITARY SEWER SERVICE6STA 0+45.64 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING6" PVC INV = ±4733.71STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE0+05.50 =SOUTH DRIVE STA 4+09.11 - 5.5' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING B-1 6" SDR 26 PVC SANITARY SEWER SERVICE56669.15 44015.69ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE02730220501868"x6" SDR 35 PVC TEE-WYE 1 EA0273022121004 4" ASTM D3034 SDR 26 PVC PIPE 5 LF1EA0+45.64 56629.02 44014.990+49.64 56625.02 44014.92TEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING0273022051306 6" SDR 26 PVC 45° BEND0273022050406 TEMPORARY 6" SDR 26 PVC CAP 1 EA6" PVC ROOF DRAIN LEADER CROSSING0+50.64 56624.02 44014.90SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING B-1TSCHACHE LANEBUILDING B-32PIPE SS12: ±3 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ 1:1 SLOPE3PIPE SS13: ±25 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ 1/4" PER FOOT SLOPE5STA 0+21.75 - INSTALL 6"x4" SANITARY SEWER SERVICECLEANOUT #CO-BB1-01REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION02730221210066" ASTM D3034 SDR 26 PVC PIPE40LF0273022050264 6"x4" SDR 26 PVC 45° WYE 1 EA0273022051304 4" SDR 26 PVC 45° BEND 1 EA0+17.00 56657.65 44015.49INSTALL 6" SDR 26 PVC 45° VERTICAL BEND UP0+20.16 56654.50 44015.44INSTALL 6" SDR 26 PVC 45° VERTICAL BEND DOWN0+21.75 56652.90 44015.41INSTALL 6"x4" SAN SEWER SERVICE CLEANOUT #CO-BB1-01*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUALAB: 4733.211RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-5TSDSDSDSDSDSDD SDSDSDSDSDSDSDSDSDSDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD WWWWWWWWWW6SS4WS4WS4FIRE4FIRE4FIRE2WS2WS2WS2WSBPBPBPBPBPBPBPBPBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBT2WSSSSSSSS6SS6SSUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDBTBPBPBPBBPBTBTBCTVBPBTBCTVBTBTBTBCTVBCTVBCTV0+501+001+502+002+501+50-0+500+000+501+00456789PROPOSEDLUMINAIREPOLE (TYP)(3) 8" N-12UNDERGROUNDUTILITY CONDUITSPROPOSED6" PVC ROOFDRAIN LEADERAPPROXIMATETEST PITLOCATION (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSEDROOF DRAINLEADER (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP).12C440C340471547204725473047354740471547204725473047354740STA 0+05.50 = WALKWAYCORRIDOR STA 1+09.00 - 5.50' RT-0+50 0+00 0+50 1+00 1+50EG-4730.53EG-4730.57EG-4730.84EG-4731.29EG-4731.56EG-4731.99EG-4732.06EG-4732.04FG-4733.89FG-4734.79FG-4735.40FG-4735.71FG-4735.94FG-4736.60FG-4737.47FG-4737.80INV-4730.04INV-4730.30INV-4730.56INV-4731.05EG ELEVFG ELEVSEWER INVSTA 0+68.24 - INSTALL NEWSTA 0+68.75 - INSTALL NEW 6"x4"45° WYE, 4" PVC RISER, &MONUMENT BOX FORSANITARY SEWER SERVICECLEANOUT #CO-BB2-016" PVC INV = ±4730.50STA 0+88.51 - INSTALL NEWSTA 0+89.02 - INSTALL NEW 6"x4"45° WYE, 4" PVC RISER, &MONUMENT BOX FORSANITARY SEWER SERVICECLEANOUT #CO-BB2-026" PVC INV = ±4730.71STA 1+21.18 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'STA 0+69.52 - BUILDING B-2SEWER SERVICECLEANOUT #CO-BB2-01CO COVER RIM = 4735.73STA 0+89.79 - BUILDING B-2SEWER SERVICECLEANOUT #CO-BB2-02CO COVER RIM = 4736.22FOR CLEANOUT INSTALLSEE DETAIL1C040FF ELEV= 4737.80EXTERIOR WALLOF BUILDINGPROPOSEDFINISHED GROUNDAT CENTERLINEOF SEWERSERVICE (TYP)EXISTING GROUNDSURFACE (TYP)123DEPTH =±5.51'DEPTH =±5.23'1011BUILDING B-2 - 6" SDR 26 PVCSANITARY SEWER SERVICE8" PVC INV = ±4729.496" PVC INV IN (S) = ±4730.226" 45° HORIZONTAL BEND LT6" PVC INV = ±4730.876" 45° HORIZONTAL BEND LT6" PVC INV = ±4731.08OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4737.806" PVC INV = 4731.79LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C475_Building-B-2_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C475BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING B-2 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING B-2FF ELEV = 4737.80WALKWAY CORRIDOR1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING B-2 SEWER SERVICESTATION 0+05 TO 1+21INSTALL ±116 LF OF6" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS6: ±63 LF 6" SDR 26 PVC SANITARYSEWER SERVICE @ 1/8" PER FOOT SLOPE12STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE0+05.50 =WALKWAYCORRIDOR STA1+09.00 - 15.50' RTINSTALL 8"x6" TEE-WYE & 45° BEND FOR BUILDING B-26" SDR 26 PVC SANITARY SEWER SERVICE56956.37 43720.58ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE02730220502646"x4" SDR 26 PVC 45° WYE 2 EA0273022121006 6" ASTM D3034 SDR 26 PVC PIPE 116 LF2EA0+69.52 56892.72 43720.370+15.50 56946.38 43720.418" CLASS 51 DIP AWWA C151 WATER MAIN CROSSING0+68.24 56893.64 43719.48INSTALL NEW 6" SDR 26 PVC 45° HORIZONTAL BEND LTINSTALL NEW 6"x4" SDR 26 PVC SANITARY SEWER SERVICECLEANOUT #CO-BB2-01 ASSEMBLY & COVER0273022051304 4" SDR 26 PVC 45° BEND0273022121004 4" ASTM D3034 SDR 26 PVC PIPE 11 LF0273022050406 TEMPORARY 6" SDR 26 PVC CAP 1 EA±STA 0+69.52 - INSTALL NEW 6"x4" 45° WYE,4" PVC RISER, & MONUMENT BOX FOR SANITARYSEWER SERVICE CLEANOUT #CO-BB2-016" PVC INV IN = ±4730.50REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION106" PVC ROOF DRAIN LEADER3EA0273022051306 6" SDR 26 PVC 45° BEND0+89.79 56879.04 43734.840+88.51 56879.06 43733.56INSTALL NEW 6" SDR 26 PVC 45° HORIZONTAL BEND LTINSTALL NEW 6"x4" SDR 26 PVC SANITARY SEWER SERVICECLEANOUT #CO-BB2-02 ASSEMBLY & COVER1+21.18 56878.48 43766.22TEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING1+26.18 56878.40 43771.22SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING B-29STA 1+21.18 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDINGPIPE SS7: ±20 LF 6" SDR 26 PVC SANITARYSEWER SERVICE @ 1/8" PER FOOT SLOPE3PIPE SS8: ±33 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ ±2.17% SLOPE4STA 0+05.50 = WALKWAY CORRIDORSTA 1+09.00 - 15.50' RT | INSTALL NEW 8"x6" TEE-WYE& 45° BEND FOR BUILDING B-2 6" SDR 26 PVCSANITARY SEWER SERVICE5STA 0+68.24 - INSTALL NEW 6" SDR 26 PVC45° HORIZONTAL BEND LT67STA 0+88.51 - INSTALL NEW 6" SDR 26 PVC45° HORIZONTAL BEND LT±STA 0+89.79 - INSTALL NEW 6"x4" 45° WYE,4" PVC RISER, & MONUMENT BOX FOR SANITARYSEWER SERVICE CLEANOUT #CO-BB2-026" PVC INV IN = ±4730.71REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION8118" CLASS 51 DIP AWWA C151 WATER MAIN12PROPOSED 30' WIDE UTILITY EASEMENT02730220501868"x6" SDR 35 PVC TEE-WYE 1 EA1+25.18 56878.41 43770.224" PVC ROOF DRAIN LEADER CROSSING*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUAL1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 TP-9TP-10TP-12SD SD SD SD SD RD RD RD RD RDRDRD RD RD RDRDRDRDRD RD R D R D R D S S S S S S S S S S S6SS6SS6SS6SSWWWWWWWWWW W 0+51+001+502+002+501+50-0+500+000+501+00PROPOSED STORMDRAIN INLET (TYP)345PROPOSEDROOF DRAINLEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)PROPOSED 8" CLASS 51DIP AWWA C151WATER MAIN (TYP)PROPOSED30' WIDE UTILITYEASEMENTPROPERTYBOUNDARY(TYP)APPROXIMATETEST PITLOCATION (TYP)PROPOSEDFIRE HYDRANTPROPOSEDLUMINAIREPOLE (TYP)51.93'TBC-CL48.07'TBC-CLC450C350N 88°59'46" W471547204725473047354740471547204725473047354740EG ELEVFG ELEVSEWER INV-0+50 0+00 0+50 1+00 1+50EG-4732.86EG-4732.81EG-4732.90EG-4732.86EG-4732.56EG-4732.33EG-4732.39EG-4732.46FG-4736.34FG-4735.67FG-4734.98FG-4735.23FG-4735.96FG-4737.18FG-4737.80FG-4737.80INV-4728.05INV-4728.88INV-4729.71INV-4730.54INV-4731.37INV = ±4728.61±STA 0+59.35 - INSTALL NEW 6"x4" 45° WYE,INV = ±4731.80STA 0+60.50 - BUILDING B-3SEWER SERVICECLEANOUT #CO-BB3-01CO COVER RIM = 4735.53STA 1+13.00 - TEMPORARY END OFSANITARY SEWER SERVICE AT ±5.00'FF ELEV= 4737.80FOR CLEANOUTINSTALLATIONSEE DETAIL1C04012STA -0+05.50 = EAST DRIVESTA 1+99.43 - 5.50' RTPROPOSED FINISHEDGROUND AT CENTERLINEOF SEWER SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)12" HP STORMDRAIN PIPE6" PVC ROOFDRAIN LEADEREXTERIORWALL OFBUILDING8" DIPWATERMAINBUILDING B-3 - 6" SDR 26 PVCSANITARY SEWER SERVICE8" PVC INV = ±4727.896" PVC INV IN (W) = ±4728.614" PVC RISER, & MONUMENT BOX FORSANITARY SEWER SERVICECLEANOUT #CO-BB3-016" PVC INV IN = ±4730.36OUTSIDE FACE OF BUILDINGBUILDING FF ELEV = 4737.806" PVC INV IN = 4731.80LEGENDSHEET NUMBERREFERENCEXXXX2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C476_Building-B-3_Sewer-Service.dwg Plotted by cody farley onNov/22/20233959.021C476BOZEMANMONTANATEE03/09/20181 REVISE SEWER RIM / INVERT ELEVATIONS THROUGHOUT 6/3/2022 MGHBUILDING B-3 SANITARY SEWER SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018Know what'sRBUILDING B-3FF ELEV = 4737.80EAST DRIVE1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.5. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THEUTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6. SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TOEDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYEDPIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ONALL GRAVITY PIPING.9. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME ASSHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11. ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESSTHAN FIVE FEET (5'-0") OF COVER.12. INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUMOF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.GENERAL NOTES:PROFILE SCALEHORIZONTAL SCALE: 1" = 30'VERTICAL SCALE: 1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE: 1" = 6'BUILDING B-3 SEWER SERVICESTATION -0+05 TO 1+13INSTALL ±118 LF OF6" ASTM D3034 SDR 26 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGNOTES BY SYMBOL:11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTPIPE SS9: ±65 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ ±2.69% SLOPEPIPE SS10: ±54 LF 6" SDR 26 PVCSANITARY SEWER SERVICE @ ±2.69% SLOPE123STA -0+05.50 = EAST DRIVE STA 1+99.43 - 5.50' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING B-3 6" SDR 26 PVC SANITARY SEWER SERVICE4STA 0+60.50 - INSTALL 6"x4" SANITARY SEWER SERVICECLEANOUT #CO-BB3-01REFER TO DETAIL 1 ON SHEET C040 FOR INSTALLATION5STA 1+13.00 - TEMPORARY END OF SERVICE AT±5.00' OUTSIDE FACE OF BUILDING6" PVC INV = ±4731.80STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGSEWER SERVICE LINE COORDINATE TABLE-0+05.50 =EAST DRIVE STA 1+99.43 - 5.5' RTINSTALL 8"x6" TEE-WYE & 45° BEND FORBUILDING B-3 6" SDR 26 PVC SANITARY SEWER SERVICE56871.77 44149.16ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITSEWER SERVICE QUANTITY SCHEDULE0273022050264 6"x4" SDR 26 PVC 45° WYE 1 EA02730220501868"x6" SDR 35 PVC TEE-WYE 1 EA02730221210066" ASTM D3034 SDR 26 PVC PIPE118LF1EA1EA1+13.00 56873.85 44030.681+17.00 56873.92 44026.680+94.57 56873.52 44049.100+05.50 56871.96 44138.168" CLASS 51 DIP AWWA C151 WATER MAIN CROSSING0+33.00 56872.44 44110.6712" HP STORM DRAIN MAIN CROSSING0+60.50 56872.93 44083.17INSTALL 6"x4" SAN SEWER SERVICE CLEANOUT #CO-BB3-016" PVC ROOF DRAIN LEADER CROSSINGTEMPORARY END OF SANITARY SEWER SERVICE AT5.00' OUTSIDE OF BUILDING0273022051304 4" SDR 26 PVC 45° BEND0273022051306 6" SDR 26 PVC 45° BEND0273022121004 4" ASTM D3034 SDR 26 PVC PIPE 5 LF0273022050406 TEMPORARY 6" SDR 26 PVC CAP 1 EA6" PVC ROOF DRAIN LEADER CROSSING1+18.00 56873.93 44025.68SANITARY SEWER SERVICE ATEXTERIOR WALL OF BUILDING B-3*45° BENDS TO BE DUCTILE IRON, HARCO GASKET X GASKET, OR APPROVED EQUAL1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////ESD ESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE8WE8WE8WE8WE8WE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12TTTTT27.00'TBC-TBC20.00' WIDE BUILDING& PARKING SETBACK27.00'TBC-TBC18.50'18.50'26.00'10.00' (TYP)9.00' (TYP)11.00'24.00'18.50'18.50'18.50'18.50'18.50'18.50'26.00'26.00'26.00'10.00' (TYP)9.00' (TYP)10.00' (TYP)9.00' (TYP)27.00'TBC-TBC19.00'10.00' (TYP)9.00' (TYP) R15.00'R4.00'(TYP)R15.00'27.00'TBC-TBCR15.00'26.00'18.50'9.00' (TYP)18.50'26.00'9.00' (TYP)9.00' (TYP)18.50'R15.00'27.00'TBC-TBC18.50'18.50'9.00' (TYP)9.00' (TYP)9.00' (TYP)R15.00'18.50'19.00'R15.00'R6.50'9.00' (TYP)18.50'26.00'20.00'20.00'9.00' (TYP)17.00'TBC-TBC17.00'TBC-TBC10.00'5.00' WIDE BUILDING& PARKING SETBACK9.00' (TYP)10.00' (TYP)18.50'26.00'9.00' (TYP)18.50'26.00'20.00'20.00'9.00' (TYP)9.00' (TYP)26.00'10.00' (TYP)18.50'8.00'TBC-TBC26.00'10.00' (TYP)18.50'28.00'TBC-TBCR10.00'R10.00'9.00' (TYP)18.50'26.00'10.00' (TYP)18.50'5.00' WIDE BUILDING& PARKING SETBACK15.00' WIDE BUILDING& PARKING SETBACK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK5.00' WIDE SIDEWALK5.00' WIDE SIDEWALK5.00' WIDE SIDEWALK5.00' WIDE SIDEWALKNEW 5.00' WIDE SIDEWALK5.50' (TYP)5.00' WIDE SIDEWALK5.00' WIDE SIDEWALK5.00'12.00'8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALK8.00' WIDE SIDEWALKEXISTINGPROPERTYBOUNDARY(TYP)FUTURE PROPERTYBOUNDARY (TYP)APPROXIMATETEST PITLOCATION (TYP)8.51'5.00'S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'TRAIL ℄R35.00'TRAIL ℄R15.00'TRAIL ℄R300.00'TRAIL ℄R300.00'TRAIL ℄R100.00'TRAIL ℄R40.00'16.07'EXISTING 30.00' WIDEEASEMENT (TYP)SNOWSTORAGEAREA (TYP)PROPOSED 30.00'WIDE ACCESSEASEMENT (TYP)PROPOSED 20.00'WIDE ACCESSEASEMENT (TYP)32.00'TBC-TBC24.00'(TYP)7.50'(TYP)20.00'R15.00'R15.00'27.00'TBC-TBC26.50'18.50'9.00'(TYP)26.00'26.00'20.00'18.50'18.50'10.00'9.00' (TYP)9.00' (TYP)9.00' (TYP)9.00' (TYP)9.00' (TYP)9.00' (TYP)20.00'20.00'18.50'9.00'(TYP)18.50'27.00'TBC-TBCR15.00'R25.00'TRAIL ℄R100.00'TRAIL ℄R40.00'6.00' WIDE GRAVELTRAIL (TYP)35.00'TBC-TBCR15.00'R163.50'18.50'9.00'(TYP)26.50'R100.00'TRAIL ℄R20.00'R15.00'30.00'WIDEACCESSEASEMENTWESTBOUNDARYOF ACCESSEASEMENT(TYP)30' WIDE WATERCOURSE SETBACK (TYP)50' WIDEWATERCOURSESETBACKBOUNDARY (TYP)ACCESSEASEMENTWIDTHVARIES18.50'9.00' (TYP)24.00'TRAIL ℄R55.00'TRAIL ℄R80.00'EXISTING ASPHALT TO REMAINNEW ASPHALT TO BE INSTALLEDEXISTING CONCRETE TO REMAINNEW CONCRETE TO BE INSTALLEDLEGENDEXISTING CRUSHED FINESTRAIL MATERIALPROPOSED CRUSHED FINESTRAIL MATERIAL2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C500_Overall-Site+Dimensions-Plan.dwg Plotted by cody farley onNov/22/20233959.021C500BOZEMANMONTANATEEMEE12/06/2017OVERALL SITE PLAN & DIMENSIONS PLANBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.20181111BUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-1TSCHACHE LANE223444566666777777684911x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTKnow what'sRPARKING STATISTICSPARKING REQUIREMENTS:1.25 SPACES PER EFFICIENCY DWELLING UNIT1.5 SPACES PER ONE BEDROOM DWELLING UNIT2.0 SPACES PER TWO BEDROOM DWELLING UNIT1.0 SPACES PER 200 SF OF FLOOR AREA - COMMUNITY BUILDINGDISABLED ACCESSIBLE PARKING REQUIREMENTS:301 - 400 TOTAL VEHICLE PARKING SPACES => 8 ACCESSIBLE PARKING SPACESBICYCLE PARKING SPACES:10% OF REQUIRED VEHICLE PARKINGTOTAL SITE REQUIRED PARKING:EFFICIENCY DWELLING UNITS:BLDG A (45) + BLDG B (9) = 54 DU x 1.25 / DU = 68 VEHICLE SPACES REQUIREDONE BEDROOM DWELLING UNITS:BLDG A (27) + BLDG B (54) = 81 DU x 1.5 / DU = 122 VEHICLE SPACES REQUIREDTWO BEDROOM DWELLING UNITS:BLDG A (36) + BLDG B (45) = 81 DU x 2.0 / DU = 162 VEHICLE SPACES REQUIREDCOMMUNITY BUILDING:4,250 SF GROSS FLOOR AREA (2,465 SF NET FLOOR AREA PER UDO 38.25.10.1)2,465 SF GFA x 1.0 / 200 SF GFA = 12 VEHICLE SPACES REQUIREDBICYCLE PARKING:10% x 363 VEHICLE SPACES = 36 BICYCLE SPACES REQUIREDTOTAL SITE REQUIRED PARKING: = 400 SPACESTOTAL PARKING PROVIDED:STANDARD PARKING SPACES = 356VAN ACCESSIBLE PARKING SPACES = 8BICYCLE PARKING SPACES = 42TOTAL PARKING PROVIDED = 406 SPACESX = NUMBER OF PARKING SPACES IN ROW OR GROUPNOTES BY SYMBOL:TRANSFORMER PAD: COORDINATE LOCATION &CONSTRUCTION REQUIREMENTS WITHNORTHWESTERN ENERGY1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.5. PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ONTHE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED ORDIRECTED BY THE ENGINEER OR OWNER.6. BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.7. CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND AMINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES(3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8. ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND ATNOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OFCURB AND GUTTER.9. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZEDREPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10. CONCRETE SHALL BE CLASS M-4000.11. EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUMTHICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").GENERAL NOTES:1010101010101021091110109101153531110911108649610222240' x 40' CLEAR VISION TRIANGLE25' x 25' CLEAR VISION TRIANGLETRASH ENCLOSURE: REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILSBOULEVARD STYLE DRIVE APPROACH: REFER TO DETAIL 4ON SHEET C050 FOR CONSTRUCTION DETAILSSTAMPED CONCRETE PEDESTRIAN CROSSING: REFER TODETAIL 5 ON SHEET C050 FOR CONSTRUCTION DETAILSBICYCLE PARKING CONCRETE PAD: 6 SPACESTSCHACHE LANE PEDESTRIAN CROSSING: REFER TODETAIL 4 ON SHEET C052 FOR CONSTRUCTION DETAILS1111122233444455666666777777688479MAINTENANCE BUILDING: REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILS9SITE SUMMARY STATISTICSTOTAL SITE AREA = 10.11 ACRES (440,464 SF)EXISTING & PROPOSED BUILDINGS & STRUCTURES:PROPOSED BUILDINGS GROUND FLOOR AREA = 75,609 SF (17.17%)PROPOSED STORAGE BUILDINGS GROUND FLOOR AREA = 4,864 SF (1.10%)TOTAL GROUND FLOOR AREA OF ALL PROPOSED BUILDINGS=80,473SF(18.27%)CALCULATED FLOOR AREA RATIO=0.18DRIVEWAY, CIRCULATION, & PARKING AREAS:TSCHACHE LANE | ASPHALT & CONCRETE SURFACE AREA= 14,913 SF (3.39%)PROPOSED SITE | ASPHALT & CONCRETE SURFACE AREA = 194,512 SF (44.16%)TOTAL IMPERVIOUS SURFACE AREAEXISTING & PROPOSED ASPHALT & CONCRETE=209,425SF47.55%LANDSCAPED AREAS:TSCHACHE LANE | BOULEVARD SURFACE AREA = 3,133 SF (0.71%)PROPOSED SITE | BUILDINGS & PARKING LANDSCAPED SURFACE AREA = 98,106 SF (22.27%)PROPOSED SITE | TRAIL CORRIDORSLANDSCAPED / NATIVE SURFACE AREA = 41,700 SF (9.47%)TOTAL PERVIOUS SURFACE AREA(LANDSCAPED & NATIVE)=143,647SF(32.61%)OTHER PUBLIC LANDS:PROPOSED SITE | TRAIL CORRIDOR(CRUSHED FINES MATERIAL SURFACE AREA) = 6,281 SF (1.43%)OTHER SITE ELEMENTS:PROPOSED SITE | PRIVATE POOL SURFACE AREA = 1,346 SF (0.31%)TOTAL EXISTING FEATURES & IMPROVEMENTS AREA = 10.11 ACRES (440,464 SF)10ENTRY MONUMENT SIGN: REFER TO ARCHITECTURALDRAWING A1.0 FOR CONSTRUCTION DETAILS10111033666633335101039836363366663333666612667777777777POOL11BIKE & SKI TUNING + STORAGE BUILDING: REFER TOARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS111RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////ESD ESDE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE8WE8WE8WE8WE8WE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12TTTTTEXISTINGPROPERTYBOUNDARY(TYP)APPROXIMATETEST PITLOCATION (TYP)S 89°00'36" E 661.19'N 2°44'53" E 666.95'N 88°59'43" W 660.10'S 2°50'27" W 667.15'30' WIDE WATERCOURSE SETBACK (TYP)50' WIDEWATERCOURSESETBACKBOUNDARY (TYP)12345555556677777777888888PARKING STALL PAVEMENTMARKINGS WITH 4-INCHYELLOW PAINT (TYP)PARKING STALL PAVEMENTMARKINGS WITH 4-INCHYELLOW PAINT (TYP)9910INSTALL DEAD ENDBARRICADE PERCITY OF BOZEMANSTD DETAIL 09810-2EXISTING ASPHALT TO REMAINNEW ASPHALT TO BE INSTALLEDEXISTING CONCRETE TO REMAINNEW CONCRETE TO BE INSTALLEDLEGENDEXISTING CRUSHED FINESTRAIL MATERIALPROPOSED CRUSHED FINESTRAIL MATERIAL3'-0"9"112"6"112"412"D3-1-1112"6"112"9"412"3'-6"D3-1-2112"6"112"9"412"2'-6"D3-1-32880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C501_Site-Signage+Pavement-Markings.dwg Plotted by cody farley onNov/22/20233959.021C501BOZEMANMONTANATEEMEE12/06/2017SITE SIGNAGE & PAVEMENT MARKINGSBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018BUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-1TSCHACHE LANE11x17 HORIZONTAL SCALE: 1" = 80'GRAPHIC SCALE0(IN FEET)20 4020401 INCH = 40 FTKnow what'sRNOTES BY SYMBOL:WEST DRIVE STA 0+31.49 - 19.5' LTINSTALL NEW POST MOUNTED SIGN ASSEMBLY(2) D3-1-3 - FARRAN LN (30" x 9") WITH BLUE BACKGROUND(2) D3-1-1 - TSCHACHE LN (36" x 9") WITH GREEN BACKGROUNDR1-1 (30" x 30")REFER TO DETAIL 1 ON SHEET C052 FOR POST INSTALLATION1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLICWORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OFEXISTING IMPROVEMENTS.3. PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWNON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED ORDIRECTED BY THE ENGINEER OR OWNER.4. SIGNS SHALL BE MOUNTED TO POST USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLICWASHERS ON SIGN FACE.5. WITH THE EXCEPTION OF WASHERS ON SIGN FACE, ALL MOUNTING HARDWARE SHALL BE DIE CAST OF NO. 380ALLOY WITH TENSILE STRENGTH OF 49 KSI WITH EXCELLENT RESISTANCE TO CORROSION.6. BRACKETS (IF USED) SHALL HAVE TWO ANGLED GUSSETS OR RIBS ON EACH SIDE FOR EXTRA STRENGTH. ALLSETS OF BRACKETS SHALL BE TAPPED AND DRILLED FOR TEN EACH FIVE-SIXTEENTH INCH (5/16") ZINCDICHROMATE PLACED ALLEN-TYPE SET SCREWS HAVING SELF-LOCKING SAW TOOTH ENDS.7. ALL NINE INCH (9") WIDE STREET NAME SIGN BLANKS SHALL BE 0.08 INCH FLAT ALUMINUM WITH SHORT RADIUSROUNDED CORNERS OR OF 0.08 TO 0.10 INCH EXTRUDED ALUMINUM WITH HEAVY BORDERS.8. STREET NAME SIGN LEGEND AND BORDER SHALL BE A MINIMUM OF 3M SCOTCHLITE TYPE III PRISMATICSHEETING OR EQUIVALENT REFLECTIVE SURFACE AND BACKGROUND SHALL BE GREEN OR BLUE (AS INDICATEDON PLAN) 3M SCOTCHLITE ENGINEER GRADE TYPE I REFLECTIVE SHEETING.9. STREET NAME SIGN LEGEND SHALL BE THE FEDERAL HIGHWAY ADMINISTRATION'S (FHWA) SERIES B 2000. REFERTO FHWA'S "STANDARD HIGHWAY SIGNS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD)FOR D3-1 STREET NAME SIGN TYPICAL LAYOUT.GENERAL NOTES:1POOLWEST DRIVE STA 4+54.64 - 33.5' LT =TURBULENCE LANE STA 0+33.50 - 22.4' LTINSTALL NEW POST MOUNTED SIGN ASSEMBLY(2) D3-1-3 - FARRAN LN (30" x 9") WITH BLUE BACKGROUND(2) D3-1-2 - TURBULENCE LN (42" x 9") W/ GREEN BACKGROUNDREFER TO DETAIL 1 ON SHEET C052 FOR POST INSTALLATION2EAST ENTRANCE STA 0+31.62 - 25.3' LTINSTALL NEW POST MOUNTED SIGNR1-1 (30" x 30")REFER TO DETAIL 1 ON SHEET C052 FOR POST INSTALLATION3REFER TO DETAIL 4 ON SHEET C052 FOR CROSSWALKSIGNAGE AND PAVEMENT MARKING INSTALLATION4INSTALL NEW POST MOUNTED VAN ACCESSIBLEPARKING SPACE SIGN ASSEMBLYREFER TO DETAIL 2 ON SHEET C052 FOR INSTALLATION5INSTALL NEW BUILDING MOUNTED VAN ACCESSIBLEPARKING SPACE SIGN ASSEMBLYREFER TO DETAIL 2 ON SHEET C052 FOR ADDITIONAL NOTES6ACCESSIBLE PARKING PAVEMENT SYMBOLREFER TO DETAIL 3 ON SHEET C0527INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKINGWITH FOUR INCH (4") YELLOW PAINT AT THIRTY DEGREE (30°)ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTER8INSTALL PARALLEL PARKING STALL PAVEMENT MARKINGSWITH FOUR INCH (4") WHITE PAINT9SCALE: 1" = 1'-0"11x17 SCALE: 1/2" = 1'-0"ENTRY MONUMENT SIGN: REFER TO ARCHITECTURALDRAWING A1.0 FOR CONSTRUCTION DETAILS101RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ESDESD E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8S E8S E8SE8SE8SE8SE8SE8SE8SE8SE8SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE8WE8WE8WE8WE8WE8WE6WS E8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8W E8WE8WE8WE8WE8WE8WE8WE8WE8WE8WEWEWEWEWEWEWEWEWE8WTP-4TP-2TP-1TP-3TP-5TP-6TP-7TP-8TP-9TP-10TP-11TP-12TTTTTSD SD SD SD SDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSD SDSDSD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDRD RD RD RD RD RDRDRDRDRDRD RDRD RD RD RDRD RD RD RDRDRDRD RD RDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRD RDRDRDRDRDRDRDRDRDRDRDRDRDSDSDSDRDSD SD SD SD SD4737473647354734 473347324732 4731 4730 4729 472947354737474047404739473847374736473747374737473 7 4 7 3 8 4 7 3 9 4737 4736 4733 4733 4732 4733 4732 4730 4728 47304729473147304727473647364737 473747384737 47 3 5©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C600_Overall Site Grading Key.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C600BOZEMANMONTANACJFMGHMEE03/09/2018OVERALL SITE GRADING & DRAINAGE PLANBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.201811x17 HORIZONTAL SCALE: 1" = 80'CONTOUR INTERVAL = 0.50'GRAPHIC SCALE0(IN FEET)204020401 INCH = 40 FTGRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAW CUT OR NEAT CUTBY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTH TRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ON SHEET C050. PROVIDESMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURB RAMPS,CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITH DISABILITIES ACT)REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPE INFORMATION.SEE SHEET C601SEE SHEET C602SEE SHEET C603 (LEFT SIDE)SEE SHEET C603 (RIGHT SIDE)BAXTER SPRINGS CONDOMINIUMSSEE SHEET C601 SEE SHEET C603 (LEFT SIDE) MATCH LINE SEE SHEET C603 (RIGHT SIDE) MATCH LINE SEE SHEET C041, DETAIL 2 BUILDINGA-2BUILDINGA-3BUILDINGB-2BUILDINGB-3COMMUNITYBUILDINGBUILDINGA-1BUILDINGB-1SWIMMINGAREAMATCH LINESEE SHEET C602 SEE SHEET C602TSCHACHE LANE03/30/2018AB: UTILITYALIGNMENT CHANGES WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW6SS6SSSSSSSSSSSS8SS8SS8SS8SS8SS4WS4WS4WS4WS4FIRE4FIRE4FIRE4FIRE4FIRE2WS 2WS 2WS 2WS 2WS 2WS BPBPBPBPBPBPBPBPBPBPBPBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBTBTBT2WS2WS UCDUCDUCDUCDUCDUCDBPBPBPBPBPSSSSSSSSSSSSSSSSSSSSSS6SS 6SS 6SS 6SSBPBP8SS 8SSGASGASGASGASGASGASGASGASUCDUCDUCDTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBCTVBTBPBPBPBPBPBPBPBPBPBPBPBPBCTVBPBTBTBTBCTVBCTVBPBPBTBTBCTVBCTVBPBTBTBTBTBTBCTVBCTVBCTVBCTVBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBTBTBTBTBTBTBTBTBTBTBTBTTTT/////////////////////////////////////////////BPBPBPBPBPBPBPBPBPBTP-2TP-1TP-3TP-5BUILDING A-2FINISHED FLOOR ELEV = 4734.00BUILDING A-3FINISHED FLOOR ELEV = 4734.75BUILDING B-2FINISHED FLOOR ELEV = 4737.80FINISHED FLOORELEV = 4737.95FINISHED FLOORELEV = 4733.204732473747374737473747374736473447334733473347334733473447304730473047284728472847284728472847294729472947314731473147324732473247334733473346 LF - 12" @ 1.00%44 LF - 18" @ 0.60 % 123 LF - 18" @ 0.60%53 LF - 18" SD @ 0.60%24 LF - 12" @ 6.00%77 LF - 15" @ 0.60%182 LF - 15" SD @ 0.60%86 LF - 12" SD @ 0.60%6" RD6" RD30 LF - 12" SD @ 6.00%32 LF - 6" RD @ 1.00%6" RD105 LF - 18" SD @ 0.60%67 LF - 18" SD @ 0.60%33 LF - 12" SD @ 0.60%33 LF - 12" SD @ 0.60%41 LF - 1 2" S D @ 1. 0 0 %29 LF - 6" RD @ 2.00%6" RD49 LF - 6" RD @ 1.00%CO6" RD6" RD39 LF - 6" RD @ 1.00%CO58 LF - 12" @ 2.00%205 LF - 18" S D @ 0 . 6 0 %6" RDGRADE BREAKCOCO6" RDCOSEE DETAILSD VAULT #1SEE DETAILTOP OF VAULT = 4732.47SD VAULT #2SEE DETAILSWALE (TYP.)9 LF - 6" RD @ 1.00%UNDERGROUND DETENTIONAREASEE DETAIL1C0432C0431C04131 LF - 12" SD @ 9.00%SEE DETAIL1C041BUILDING B-3FINISHED FLOOR ELEV = 4737.806" CLEANOUTINV. OUT (NW) = 30.4015"x6" INSERTA-TEEINV. = 30.316" CLEANOUTINV. OUT (NW) = 30.401.20%1.20%1.20%6" CLEANOUTINV. OUT (NE) = 30.00COCO6" CLEANOUTINV. OUT (N) = 33.79GRADE BREAK (TYP.)6" CLEANOUTINV. OUT (W) = 29.2633 LF - 12" SD @ 1.00%SEE DETAIL1C041EXISTING 18" CMPEXISTING 18" CMPSWALE (TYP.)GRADE BREAK (TYP.)47304728472947314732GRADE BREAK (TYP.)INSTALL RIPRAPOUTLET PROTECTIONINSTALL RIPRAPOUTLET PROTECTION1C04130 LF - 12" SD @ 1.00%1.25%POOL SLABPERIMETER ELEV = 4737.85POOL GRADING BY POOLCONTRACTOR32.5832.3332.1832.7632.7632.2732.4832.9832.9833.8033.8834.0033.6633.5133.5033.2433.3533.5033.3333.3633.5833.3732.8832.8832.4532.7632.7632.6533.1533.134.0234.2034.5434.1433.9433.8633.5733.6535.2136.2535.7235.4937.0037.1037.5137.1233.6033.6033.8733.8733.8733.8733.6233.6333.8733.8733.8733.8733.8733.8733.6233.6233.8733.8734.2234.2334.6234.6234.6234.6234.3534.623433.3733.3833.2033.1533.5033.4532.5337.6737.6737.6737.5037.5237.6637.6637.6637.2337.2535.7435.6433.7033.5833.6133.6333.6733.7033.7233.6733.6936.0135.8135.7435.7135.6436.1137.6337.7037.8137.7537.8137.7737.5837.6533.1233.0733.0834.2534.1933.2333.2532.2532.2933.6633.7133.7633.7133.4433.2133.3933.3833.3332.4732.7633.3533.0133.3033.9634.0332.8233.2533.4633.2033.4233.0933.3933.5433.6934.1234.0234.1733.7732.7633.8337.8537.8537.8537.8537.6537.5837.6537.5833.2136.6336.6333.1333.4032.9433.1237.6637.6733.6233.5133.0732.4134.1233.6235.1135.5435.6437.6037.0836.1736.2236.6236.6834.2834.2834.2934.3135.7135.7635.7135.3735.4335.7635.9335.9435.2135.2336.3236.4333.6233.5737.6337.5837.5837.51CURB INLET #2 (2'x3)TBC = 32.2012" (W) = 29.14SD MH #9 (5' DIA.)RIM. = 32.7812" INV. (W) = 12" INV. (E) = 29.0018" INV. (S) = 24" INV. (N)=27.60CURB INLET #13 (4' DIA.)TBC. = 33.3018" INV. (N) = 18" INV. (SE)= 28.34SD MH #4 (4' DIA.)RIM. = 32.3612" INV. (SW) = 28.8315" INV. (E) = 15" INV. (N)=28.58SD MH #5 (4' DIA.)RIM. = 32.8012" INV. (S) = 12" INV. (E)= 29.9215" INV. (W) = 29.67SD MH #6 (4' DIA.)RIM. = 32.9012" INV. (S) = 12" INV. (W)= 30.44DROP INLET #5 (2' DIA.)GRATE = 35.706" INV. (S) = 32.7412" INV. (N) = 32.24CURB INLET #3 (2'x3')TBC = 32.1812" INV. (S) = 29.20CURB INLET #4 (2'x3')TBC = 32.4012" INV. (S) = 29.44SD INLET #2 (4' DIA.)RIM. = 32.8312" INV. (N) = 29.2418" INV. (E) = 18" INV (W)= 29.14DROP INLET #4 (2' DIA.)GRATE = 35.626" INV. (S) = 33.2112" INV. (N) = 32.71DROP INLET #2 (2' DIA.)GRATE= 33.006" INV. (E) = 6" INV. (W)= 29.9112" INV. (N) = 29.41CURB INLET #10 (4' DIA.)TBC = 33.116" INV. (E) = 28.8715" INV. (S) = 28.1212" INV. (W) = 28.3718" INV. (N) - 27.87CURB INLET #11 (2'x3')TBC = 33.1312" INV. (E) = 29.53CURB INLET #12 (2'x3')TBC = 33.7212" INV. (N) = 30.27CURB INLET #14 (4' DIA.)TBC = 34.2318" INV. (NW) = 18" INV (S)= 28.66SD MH #8 (4' DIA.)RIM. = 31.8012" INV. (S) = 12" INV. (W)=12" INV. (E) = 29.00FL 27.90MATCH EXISTINGFL 28.33FL 27.53FL 26.66SD MH #2 (5' DIA.)RIM. = 32.5312" INV. (NW) = 12" INV. (N)= 12" INV. (S) = 12" INV. (SE) = 29.0018" INV. (E) = 28.7424" INV. (W) = 27.60SD MH #7 (4' DIA.)RIM. = 32.1312" INV. (S) = 12" INV. (E)= 28.9134.2534.2732.5832.5832.9432.5933.2630.1030.0630.4330.5529.9429.9730.2229.9629.5530.6030.7030.4931.5031.6031.2032.2032.3031.8432.5032.6033.5033.5233.6933.6832.9933.2633.1835.6135.5435.7135.6437.7537.8037.90INVERT = 27.51INVERT = 27.6932.5432.2533.3233.2733.2533.1033.0332.8233.0036.3728.0228.0628.3628.2729.4829.7830.8030.7131.9531.9132.1032.2232.3132.2433.0333.0632.3632.2432.6032.4833.3333.26INVERT = 27.1432.8433.5333.4433.7533.8634.5334.4737.3837.4032.0032.0032.2032.5932.5932.9132.9232.4033.2133.1433.1233.1033.21DROP INLET #1 (2' DIA.)GRATE. = 29.4012" INV. (W) = 27.4012" INV. = 27.1026.0032.1032.1137.8537.8537.9837.9537.9634.1133.3333.3333.3333.3334.0834.0837.1337.1337.1333.0533.6632.9934.3633.3733.0333.6832.5132.8932.3932.6033.3433.1133.1133.9034.4436.6236.6736.1237.2937.3336.0734.2134.1633.6133.6033.6233.6136.3336.2633.0632.4532.5932.6632.7533.4833.1833.3032.8532.9736.7736.6936.3636.4533.2333.1732.5932.6432.7632.6032.8733.1532.6032.6015"x6" INSERTA-TEE, 15" INV. = 29.196" - 22½° VERTICAL BEND, 6" INV. (S) = 30.102880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C601_Site-Grading+Drainage_NW.dwg Plotted by cody farley onNov/22/20233959.021C601BOZEMANMONTANACJFMGHMEE03/09/20181 GRADING REVISIONS 8/24/23 MGH2 RECORD DRAWINGS 11/07/2023 CJFSITE GRADING & DRAINAGE PLAN - NORTHWESTBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.07.2018BAXTER SPRINGS CONDOMINIUMSGENERAL NOTES1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2. LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3. ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:CURB INLET (2' X 3'): DETAIL # 02720-1ACURB INLET (3' DIA.): DETAIL # 02720-1CURB INLET (4' DIA.): DETAIL # 02720-1BDROP INLET (2' DIA.) : DETAIL # 02720-2MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 AS NEEDEDMANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING“GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=”SHALL HAVE CURB INLET TYPE SLOTTED COVERS.4. ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER. STORM DRAINPIPE SHALL BE DUAL WALLED, SMOOTH INTERIOR POLYETHYLENE PIPE. USE HPSTORM, AS MANUFACTURED BY ADS.5. ALL PIPES LABELED "RD" (ROOF DRAIN) ARE SMALLER THAN 12" DIAMETER. ROOFDRAIN PIPE SHALL BE SDR 35 PVC, PER MPWSS. INSTALL ROOF DRAIN AT 1.00% MIN.SLOPE TO MATCH THE INDICATED DISCHARGE ELEVATIONS TO STORM DRAIN.INSTALL CLEANOUTS AT 100-FOOT MAX. SPACING (NOT ALL CLEANOUTS ARESHOWN). COORDINATE PIPE LENGTHS AND LOCATIONS WITH THE ARCHITECTURALPLANS AS REQUIRED TO COLLECT ALL DOWNSPOUTS PER DETAIL 4 ON SHEET C040.6. SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS. TO OBTAIN EG ELEVATION FOR STANDARD CURBSECTION, SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) FROM TBCELEVATIONS ON PLAN.7. LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.8. FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.KEY NOTESSEE SHEETS C041 AND C042 FOR UNDERGROUND STORAGE DETAILS.SEE SHEET C041, DETAIL 1 FOR ADDITIONAL NOTES ON PIPE MANIFOLDS.GRADE TO 4:1 MAX. SLOPE DOWN TO EXISTING GROUND, WITH TOP OF SLOPE2' WEST OF EDGE OF ASPHALT. RE-GRADE EXISTING GRASS SWALE TO DRAINAROUND FILL SLOPE AT 0.80% MIN. SLOPE.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.INSTALL EXTERIOR CONCRETE LANDING AT 2% MAX. SLOPE AWAY FROM DOORPER ADA REQUIREMENTS. PROVIDE THICKENED EDGE AND 7" MAX. VERTICALDROP TO FINISHED GRADE AT EDGE OF CONCRETE. CONCRETE SHALL EXTENDTO 3" MIN. BELOW FINISHED GRADE ELEVATION.MATCH LINE - SEE SHEET C602MATCH LINE - SEE SHEET C603 (LEFT SIDE)DETENTION STORAGE, EAST BEDDETENTION STORAGE, WEST BEDTCATCH CURBSPILL CURBTRANSITIONCURB (T)FLOW LINEEXISTING ELEVATION CONTOURLEGENDRIDGE LINEPROPOSED ELEVATION CONTOUR47344730TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLIMITS OF CONSTRUCTIONEXISTING PROPERTY LINESTORM DRAIN - SEE NOTE 4SDROOF DRAIN - SEE NOTE 5RD11x17 HORIZONTAL SCALE: 1" = 40'CONTOUR INTERVAL = 0.50'GRAPHIC SCALE0(IN FEET)10 2010201 INCH = 20 FTFL 33.03EG 33.17FL 33.5133.5833.6833.23TBC 34.02TBC 34.04BC 33.57EG 33.65BC 33.05133.7433.81 GRADE BREAK LINE GRADE BREAK LINE GRADE BREAK LINE31.50AB: NO SIDEWALK OR GARAGESWERE BUILT IN THIS LOCATIONWITH THIS PROJECT.33.1033.10AB: ELEVATIONCHANGESAB: ELEVATIONCHANGES1RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.22.2023RECORD DRAWINGS 11.30.2023 W W W W W WWWW H YDSSSSSSSW W W W W W W W W W W WWWWWWWWW WWWWWWWWWWWWWWWWWWWWWHY D 6SS 6SS 4WS 4WS 4FIRE 4FIRE 4FIRE 4FIRE 4WS 4WSS 2WS2WS2WSBP BP BP BP BPBCTVBCTVBCTVBCTVBTBTBTBTBT 4SS 4SS 4SS 4SSBPBPBPBPBCTVBCTVBCTV SBTBPBCTVSSSSSSSSSSSSSSGAS GAS GAS GAS UCD UCD UCD UCD UCD GAS GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASUCDUCDUCD UCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDBPBPBPBPBPGASGASGASGASBTBTBTBTBTBCTVBCTVBCTVBCTVBTUCDUCDUCDUCDUCDUCDUCDUCDUCDBT BT BTGASGASGASBTBTBTBCTVBCTVBCTVTCBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTCTBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPPBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTVBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV4FIRE4WS4FIRE4FIRE4FIRE4WS4WS4WS//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E8S E8S E8WE8WE8WE8WE8WE8WE8WE8WE8WE8W E6W E6WS E6WS EWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWE8WE8WE8WTP-4TP-7TP-8TP-9TCOMMUNITY BUILDINGFINISHED FLOOR ELEV = 4738.00BUILDING A-1FINISHED FLOOR ELEV = 4739.1091 LF - 12" SD @ 3.20%90 LF - 15" SD @ 0.60%59 LF - 15 " SD @ 0.60% 81 LF - 8" RD @ 1.00%6" RD6" RD6" RD 205 LF - 18" SD @ 0.60%95 LF - 15" SD @ 0.60%6" RD 6" RD 6" RD 6" RD6" RD 6" RD 6" RD57 LF - 12" RD @ 2.00% 178 LF - 12" RD @ 0.62% 4737 4736 4735 4732 47374738473747384737 4737 473747384737473847354735 4735473347334733473347334733473347344734 4734473647364736473647364737473747374737GRADE BREAKCOCOBUILDING B-2FINISHED FLOOR ELEV = 4737.80BUILDING B-3FINISHED FLOOR ELEV = 4737.806" RD6" RDBUILDING B-1FINISHED FLOOR ELEV = 4739.65473547364736473537.8537.8537.8537.8537.9837.9537.9638.7638.5538.3338.3738.3738.7038.5238.2338.4538.5238.5738.1638.2038.6938.6838.5038.3537.9937.3237.1137.3437.4537.4337.2636.9036.8636.9036.9137.1436.9936.6737.5137.0436.9237.1237.5137.4337.1637.0837.0437.4137.4836.7437.8037.7737.4337.3637.7237.7237.6637.6637.0236.9636.9436.8736.8236.7837.4637.4636.9837.1237.4337.4637.7037.7037.7037.7037.6737.6737.5037.5237.1337.0537.0336.9536.1536.2037.1337.0837.3237.2537.1037.1937.2337.1437.3437.5637.5837.9237.8536.5336.5437.7537.7537.8037.8037.9837.8937.8037.8537.8437.7937.7837.6837.7937.7838.1438.0838.5538.6038.7738.6738.7538.7738.1238.0738.2838.2438.3638.3138.6538.7237.2537.1236.5736.5536.5436.4436.4236.4036.4036.2938.3638.3138.3638.7238.9239.1436.7637.6037.5737.3938.3437.6537.9137.8437.8637.8537.7237.7436.3036.3537.6537.5837.6537.5836.6336.6337.6737.2736.6837.1238.6638.9237.5937.6035.7135.7635.8635.8036.2836.4336.6336.2836.3236.4336.5136.3836.9237.0336.8636.9637.3138.7238.7338.7738.6537.15CURB INLET #16 (2'x3')TBC = 36.8312" INV. (E) = 33.14CURB INLET #15 (4' DIA.)TBC = 36.788" INV. (S) = 30.7212" INV. (W) = 30.3915" INV. (E) = 30.1418" INV. (N) = 29.898" CLEANOUTINV. OUT = 31.53CURB INLET #17 (4' DIA.)TBC = 36.4815" INV. (W) = 15" INV. (E)= 30.68SD MH #10 (4' DIA.)GRATE = 35.7515" INV. (W) = 15" INV. (E)= 31.04CURB INLET #19 (EXISTING)TBC = 36.20±12" INV. (N) = 32.96CURB INLET #18 (4' DIA.)TBC = 36.6912" INV. (N) = 12" INV. (S)= 31.8615" INV. (W) = 31.61DROP INLET #6 (2' DIA.)RIM = 35.9312" INV. (S) = 33.0039.5239.5139.0039.0039.0039.0039.0039.0038.8338.8438.1537.6137.5138.1938.0937.6637.5638.1338.0337.1336.5437.1736.5737.7437.7137.4037.3237.4037.4037.2237.2237.0636.8237.5937.6536.5335.7836.8236.8436.9338.0738.0137.2336.6035.4636.4837.5337.9937.9737.9034.5535.9436.9737.6134.6336.0337.0337.7035.8535.8636.0136.0237.9837.0837.0038.1738.1236.2335.7835.6337.5538.8538.7737.3337.8537.8537.7537.8937.8936.8336.7438.9838.9837.1337.1337.1336.2736.5737.0136.8735.7635.7536.9438.4038.4636.8936.9536.9937.1337.2136.7439.0737.5237.5835.2936.9338.4438.2838.4838.2237.9438.7438.7336.9036.5236.8036.3937.6237.5636.8036.8437.1737.1136.8036.5436.4136.5736.51©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C602_Site-Grading+Drainage_SW.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C602BOZEMANMONTANACJFMGHMEE03/09/20181GRADING REVISIONS8/24/23MGH2RECORD DRAWINGS11/07/2023CJFSITE GRADING & DRAINAGE PLAN - SOUTHWESTBOZEMAN WEST - APARTMENTS03/30/2018TSCHACHE LANETSCHACHE LANESWALE (TYP.)GRADE BREAKMATCH LINE - SEE SHEET C601MATCH LINE - SEE SHEET C603 (RIGHT SIDE)TCATCH CURBSPILL CURBTRANSITIONCURB (T)FLOW LINEEXISTING ELEVATION CONTOURLEGENDRIDGE LINEPROPOSED ELEVATION CONTOUR47344730TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLIMITS OF CONSTRUCTIONEXISTING PROPERTY LINESTORM DRAIN - SEE NOTE 4SDROOF DRAIN - SEE NOTE 5RD12"x6" INSERTA-TEE12" INV. = 32.3412"x6" INSERTA-TEE12" INV. = 32.75DOUBLE CURBCONSTRUCTION DRAWINGS 06.07.201811x17 HORIZONTAL SCALE: 1" = 40'CONTOUR INTERVAL = 0.50'GRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FTKEY NOTESINSTALL DOUBLE CURB WITH 12" GUTTER TO DRAIN THROUGH PARKING ISLANDCORE DRILL NORTH SIDE OF EXISTING CURB INLET TO INSTALL NEW PIPE.GROUT PIPE IN PLACE AT INDICATED INVERT ELEVATION.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.INSTALL SIDEWALK CHASE PER CITY OF BOZEMAN STANDARD DETAIL NO.02529-14.INSTALL EXTERIOR CONCRETE LANDING AT 2% MAX. SLOPE AWAY FROM DOORPER ADA REQUIREMENTS. PROVIDE THICKENED EDGE AND 7" MAX. VERTICALDROP TO FINISHED GRADE AT EDGE OF CONCRETE. CONCRETE SHALL EXTENDTO 3" MIN. BELOW FINISHED GRADE ELEVATION.SIDEWALKCHASEGENERAL NOTES1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:CURB INLET (2' X 3'):DETAIL # 02720-1ACURB INLET (3' DIA.):DETAIL # 02720-1CURB INLET (4' DIA.):DETAIL # 02720-1BDROP INLET (2' DIA.) :DETAIL # 02720-2MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 AS NEEDEDMANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING“GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=”SHALL HAVE CURB INLET TYPE SLOTTED COVERS.4.ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER. STORM DRAINPIPE SHALL BE DUAL WALLED, SMOOTH INTERIOR POLYETHYLENE PIPE. USE HPSTORM, AS MANUFACTURED BY ADS.5.ALL PIPES LABELED "RD" (ROOF DRAIN) ARE SMALLER THAN 12" DIAMETER. ROOFDRAIN PIPE SHALL BE SDR 35 PVC, PER MPWSS. INSTALL ROOF DRAIN AT 1.00% MIN.SLOPE TO MATCH THE INDICATED DISCHARGE ELEVATIONS TO STORM DRAIN.INSTALL CLEANOUTS AT 100-FOOT MAX. SPACING (NOT ALL CLEANOUTS ARESHOWN). COORDINATE PIPE LENGTHS AND LOCATIONS WITH THE ARCHITECTURALPLANS AS REQUIRED TO COLLECT ALL DOWNSPOUTS PER DETAIL 4 ON SHEET C040.6.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS. TO OBTAIN EG ELEVATION FOR STANDARD CURBSECTION, SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) FROM TBCELEVATIONS ON PLAN.7.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.8.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.37.21AB: ELEVATIONCHANGESDRY WELL #1RIM = 37.0412" INV. (S) = 30.6812" INV. (N) = 32.80DROP INLET #7 (3' DIA.)RIM = 36.8812" INV (E) = 32.6112" INV (N) = 32.70 32.80AB: UTILITYALIGNMENT CHANGES ////////////////////////////////////////////////E8SBPBPBPBPBPBPBPBPE8WTP-6TP-10T33 LF - 12" @ 0.60%88 LF - 15" @ 0.70%105 LF - 18" @ 0.70%89 LF - 15" @ 0.60%20 LF - 12" @ 0.60%54 LF - 15" @ 0.60%6" RD105 LF - 6" @ 2.00%6" RD106 LF - 12" @ 0.60%WWSSSSSSSSSSSSWWWWWWWWWWWSSSSSSSSSSSS6SS 6SS 6SS SSSSSSSSSS6SS6SS6SS6SS6SS6SS6SSWWWWWWWWWWWWWWWWWWWWWWW4WS4WS4FIRE4FIRESSSSSSSSSSSSBPBPBT BTBCTVBCTVSSSBUILDING A-3FINISHED FLOOR ELEV = 4734.75BUILDING B-3FINISHED FLOORELEV = 4737.8032.9832.9833.4833.6034.0334.2734.8834.9234.9234.9936.9136.9236.8337.1136.6636.7336.2334.5233.9434.1433.8033.8834.2333.1533.1534.8334.8636.5636.5934.3434.3534.6234.6234.6234.1734.1734.6234.6234.6234.6234.0433.3133.2734.6434.6034.6836.1537.2737.2737.6937.6937.6937.6937.2937.2937.6937.6937.6937.6934.2233.8934.2735.0033.6135.4635.2635.1835.2035.0935.3935.6935.6234.6234.7034.7234.7633.5933.6534.1634.3234.0033.9734.0736.0536.1336.9537.2047314732473347304730473147354735473447344733473547364737473747334734CURB INLET #5 (2'x3")TBC = 32.9412" INV (S) = 29.97SD MH #3 (4' DIA.)RIM = 33.0715" INV (N) = 30.0212" INV. (E) = 18" INV. (W)= 29.77CURB INLET #6 (4' DIA.)TBC = 33.9615" INV. (NW) = 15" INV. (S)= 30.6434.62CURB INLET #7 (4' DIA.)TBC = 34.5012" INV. (W) = 31.3015" INV. (N) = 15" INV. (S)= 31.18DROP INLET #3 (2' DIA.)GRATE = 33.6012" INV. (SE) = 31.42CURB INLET #8 (3' DIA.)TBC = 34.906" INV. (SW) = 32.0612" INV. (S) = 31.7615" INV. (N) = 31.516" CLEANOUTINV. OUT (NE) = 34.1635.9235.7436.9337.2137.2936.4134.7636.5837.3137.32SWALE (TYP.)GRADE BREAK (TYP.)34.1934.2133.7233.2333.5534.1934.1834.2533.8932.8332.1731.4032.1533.3034.3532.0531.3630.8630.9032.4132.7032.8032.7032.8032.08SWALE (TYP.)34.9235.4135.9136.4134.2534.6433.7534.0834.0837.1334.1034.0334.2236.8135.9235.6337.2437.2537.1237.1237.2134.000.50%34.1333.4434.1734.1835.5833.1033.0032.7033.3033.2032.5031.9831.9431.8531.3029.9934.1233.5233.5534.4234.4633.9734.9633.1033.0032.2034.4434.4034.5334.2934.5834.3433.9134.1034.1234.0233.4034.1134.0934.1734.1333.2033.5533.79///////////////////////////////////////////////////////////////////////////////////////E8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8SE8WE8WE6WSE6WSE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WE8WTP-9TP-11TP-12T6" RD6" RD6" RDSSSSSSSSSSSSWWWWWWWWWWW6SS6SSSSSSSSSSSSSSSWWWWWWWWWWWW4FIRE4FIRE4WS4WSBPBTBPBPBCTVBCTVBCTVBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBUILDING B-1FINISHED FLOOR ELEV = 4739.6538.1738.5839.0839.0339.0338.9537.1537.2137.2136.9337.2137.2338.2438.4537.5637.5637.2937.2937.6937.6937.6937.6937.2937.2937.6937.6937.6937.6937.2937.2037.2737.4237.0437.0438.6537.29.92 39.07 39.1439.1539.1539.1539.1539.0538.9838.6437.5737.6239.3139.3937.2837.1637.5737.3437.0037.0635.5435.7238.9838.6538.6536.9537.0136.9537.0137.21.9239.1339.0738.98473647344735CURB INLET #9 (2'x3')TBC = 35.3812" INV. (N) = 32.40473547344736473647364737 473737.5437.6137.0635.9235.7436.9337.2138.3437.6539.5439.5439.5439.5437.0237.1237.4037.4037.2937.2938.4538.7338.7337.2437.3337.3439.1039.2239.21GRADE BREAK (TYP.)37.3039.1039.40BUILDING B-3FINISHED FLOORELEV = 4737.8038.4338.7737.3038.9836.8135.9235.6337.5037.4537.5137.5637.2139.1139.1237.3237.0436.8636.6236.7836.6335.5837.9138.6838.2138.1538.2537.0537.2736.8036.5536.5636.5636.4336.4337.2937.2938.3438.292880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2023VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C603_Site-Grading+Drainage_East.dwg Plotted by cody farley onNov/22/20233959.021C603BOZEMANMONTANACJFMGHMEE1/05/2018SITE GRADING & DRAINAGE PLAN - EASTBOZEMAN WEST - APARTMENTSMATCH LINE - SEE THIS SHEET TOP RIGHTMATCH LINE - SEE SHEET C601MATCH LINE - SEE THIS SHEET BOTTOM LEFTMATCH LINE - SEE SHEET C602KEY NOTESINSTALL SIDEWALK CHASE PER CITY OF BOZEMAN STANDARD DETAILNO. 02529-14.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.GRADE TO 4:1 MAX. SLOPE DOWN TO EXISTING GROUND, WITH TOP OF SLOPE 2'WEST OF END OF TRAIL.INSTALL EXTERIOR CONCRETE LANDING AT 2% MAX. SLOPE AWAY FROM DOORPER ADA REQUIREMENTS. PROVIDE THICKENED EDGE AND 7" MAX. VERTICALDROP TO FINISHED GRADE AT EDGE OF CONCRETE. CONCRETE SHALL EXTENDTO 3" MIN. BELOW FINISHED GRADE ELEVATION.MATCH LINE - SEE DETALTCATCH CURBSPILL CURBTRANSITIONCURB (T)FLOW LINEEXISTING ELEVATION CONTOURLEGENDRIDGE LINEPROPOSED ELEVATION CONTOUR47344730TOP BACK OF CURB ELEVATIONTBCEDGE OF GUTTER ELEVATIONEGLIMITS OF CONSTRUCTIONEXISTING PROPERTY LINESTORM DRAIN - SEE NOTE 4SDROOF DRAIN - SEE NOTE 5RDTSCHACHE LANE2C041GENERAL NOTES1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2. LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3. ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:CURB INLET (2' X 3'): DETAIL # 02720-1ACURB INLET (3' DIA.): DETAIL # 02720-1CURB INLET (4' DIA.): DETAIL # 02720-1BDROP INLET (2' DIA.) : DETAIL # 02720-2MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 AS NEEDEDMANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSE INDICATING“GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSE INDICATING “TBC=”SHALL HAVE CURB INLET TYPE SLOTTED COVERS.4. ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER. STORM DRAINPIPE SHALL BE DUAL WALLED, SMOOTH INTERIOR POLYETHYLENE PIPE. USE HPSTORM, AS MANUFACTURED BY ADS.5. ALL PIPES LABELED "RD" (ROOF DRAIN) ARE SMALLER THAN 12" DIAMETER. ROOFDRAIN PIPE SHALL BE SDR 35 PVC, PER MPWSS. INSTALL ROOF DRAIN AT 1.00% MIN.SLOPE TO MATCH THE INDICATED DISCHARGE ELEVATIONS TO STORM DRAIN.INSTALL CLEANOUTS AT 100-FOOT MAX. SPACING (NOT ALL CLEANOUTS ARESHOWN). COORDINATE PIPE LENGTHS AND LOCATIONS WITH THE ARCHITECTURALPLANS AS REQUIRED TO COLLECT ALL DOWNSPOUTS PER DETAIL 4 ON SHEET C040.6. SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS. TO OBTAIN EG ELEVATION FOR STANDARD CURBSECTION, SUBTRACT 0.50' (SPILL CURB) OR 0.37' (CATCH CURB) FROM TBCELEVATIONS ON PLAN.7. LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.8. FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.SIDEWALKCHASESIDEWALK CHASECONSTRUCTION DRAWINGS 05.25.202111x17 HORIZONTAL SCALE: 1" = 40'CONTOUR INTERVAL = 0.50'GRAPHIC SCALE0(IN FEET)10 2010201 INCH = 20 FT7" STEP7" STEP(TOP)(TOP)GRADE BREAK LINEGRADE BREAK LINE GRADE BREAK LINE GRADE BREAK LINE GRADE BREAK LINEGRADE BREAK LINE 32.9032.9033.5934.9734.3034.5036.2036.40AB: NO SIDEWALK OR GARAGESWERE BUILT IN THIS LOCATIONWITH THIS PROJECT.36.7036.6036.50AB: NO SIDEWALK OR GARAGESWERE BUILT IN THIS LOCATIONWITH THIS PROJECT.AB: ELEVATIONCHANGESAB: ELEVATIONCHANGESAB: ELEVATIONCHANGES33.201RECORD DRAWINGS11/30/2023CJFRECORD DRAWINGS 11.30.2023BAXTER SPRINGS CONDOMINIUMSWW4736AB: NO SIDEWALK OR GARAGESWERE BUILT IN THIS LOCATIONWITH THIS PROJECT. TP-2SDSDSDSDSDSDSDSDSDSDSDSDSDRDRDRDRDRDRDRDRDRDRDSDSDWWWWWWWWWWWWW8SS 4WS4WS4FIRE4FIRE4FIRESS6SS6SSSUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCD0+000+501+001+50 1+50 -0+500+000+501+001+50 12345678910PROPOSED30' WIDE UTILITYEASEMENTPROPOSED STORMDRAIN MAIN (TYP)PROPOSEDSTORM DRAINAREA INLET (TYP)PROPOSED ROOFDRAIN LEADER (TYP)6" SDR 26 PVCSANITARYSEWER SERVICEC340N 1°00'18" ES 88°59'42" E 19.83'34.83'34.83'11471547204725473047354740471547204725473047354740EG ELEVFG ELEVTOP OF SVC INSTALL ±8.4 LFWITH FL END OF4" CLASS 51 DIPAWWA C151REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13C372EXTERIOR WALLOF BUILDINGPROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTINGGROUNDSURFACE(TYP)15" HP STORMDRAIN MAIN0+000+501+001+50EG-4731.16EG-4730.14EG-4729.51EG-4729.63EG-4730.42EG-4729.69EG-4729.54FG-4734.28FG-4732.84FG-4733.31FG-4734.00FG-4733.87FG-4732.92FG-4734.00TE-4725.84TE-4726.58TE-4725.47TE-4726.21 STA 0+05.50 = WALKWAY CORRIDORSTA 0+66.33 - 15.50' RTINSTALL NEW 8"x4"x8" TEE &THRUST BLOCKSTA 0+08.00 - INSTALL NEW4" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+95.50 - INSTALL NEW4" 90° HORIZONTAL BEND RT& THRUST BLOCK STA 1+03.00 - INSTALL NEW4" 90° VERTICAL BENDUP & THRUST BLOCK 8" DIPWATER MAINTE = ±4725.364" DIP FIRESERVICETE = ±4725.18TE = ±4725.22TE = ±4726.47TE = ±4726.61 (3) 8" A-2000 PVCUTILITY CONDUITSBUILDINGFF ELEV =±4734.00LEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C372_Building-A-2_Fire-Service.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C372BOZEMANMONTANATEE03/09/2018BUILDING A-2 FIRE SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 06.28.2021Know what'sbelow.before you dig.CallRBUILDING A-2FF ELEV = 4734.00WALKWAYCORRIDORPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'FIRE SERVICE LINESTATION 0+06 TO 1+03INSTALL ±97 LF OF4" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTNOT TO SCALESTANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGFIRE SERVICE LINE COORDINATE TABLE0+05.50INSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56947.1243677.74BOZEMAN WEST APARTMENTS | BUILDING A-2FIRE SERVICE LINELOT B OF CERTIFICATE OF SURVEY NO. 1256ACITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: R-4ADJACENT ZONING: R-4ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITFIRE SERVICE QUANTITY SCHEDULE0266005004024" CLASS 51 DIP AWWA C151 FIRE SERVICE106LF0266003004194" 90° BEND2EA0266006005544" GATE VALVE1EA0266006004104" OS&Y FL x FL VALVE & ASSEMBLY1EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1-1/4 INCHES TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:0266006005048"x4"x8" TEE1EA0+95.5057034.5743681.780+93.0057034.6143679.28INSTALL 4" 90° HORIZONTAL BEND RT WITH THRUST BLOCKTEMPORARY END OF FIRE SERVICE AT5.00' OUTSIDE OF BUILDING1+03.0057034.4443689.28INSTALL 4" 90° VERTICAL BEND UP WITH THRUST BLOCK,4" CLASS 51 DIP AWWA C151 STANDPIPE, AND OS&Y VALVE0+08.00INSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56949.6243677.79NOTES BY SYMBOL:1STA 0+05.50 = WALKWAY CORRIDORSTA 0+66.33 - 15.50' RT INSTALL NEW8"x4"x8" TEE & THRUST BLOCK FOR4" CLASS 51 DIP AWWA C151 FIRE SERVICESTA 0+05.50 - 2.50' RT = WALKWAY CORRIDORSTA 0+68.83 - 15.50' RT | INSTALL NEW8"x4"x8" TEE & THRUST BLOCK FOR 4" CLASS 51DIP AWWA C151 DOMESTIC WATER SERVICE2STA 0+08.00 - INSTALL NEW 4" GATE VALVE,WITH VALVE BOX, & THRUST BLOCK3STA 0+08.00 - 2.50' RT | INSTALL NEW 4" GATEVALVE, WITH VALVE BOX, & THRUST BLOCK4STA 0+95.50 - TEMPORARY END OF FIRE SERVICEAT 5.00' FROM EXTERIOR BUILDING WALL7STA 0+83.00 - 2.50' RT | TEMPORARY END OFDOMESTIC WATER SERVICE AT 5.00' FROMEXTERIOR BUILDING WALL6STA 1+03.00 - INSTALL 4" 90° VERTICAL BEND &THRUST BLOCK, 4" CLASS 51 DIP AWWA C151STANDPIPE, AND 4" OS&Y VALVEREFER TO DETAIL 02660-13 ON THIS SHEET8PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)9PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)10STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE0+05.50 - 2.50' RTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56947.0843680.240+83.00 - 2.50' RT57024.5743681.60TEMPORARY END OF DOMESTIC WATER SERVICE AT5.00' OUTSIDE OF BUILDING0+08.00 - 2.50' RTINSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56949.5843680.29HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994286716/07/2018STA 0+93.00 - INSTALL NEW 4" 90° HORIZONTALBEND RT & THRUST BLOCK5(3) 8" N-12 UNDERGROUNDUTILITY CONDUITS(3) PROPOSED 8" A-2000 PVC UTILITY CONDUITS11 TP-6SDSDSDSDSDSDSDRDRDRDRDRDRD48.64'TBC-CLSSSSSSSWWWWWW6SS WWWWWWW4WS4FIREHY D3+003+504+00 -0+500+000+501+00147.00'TBC-CL324567PROPOSEDROOF DRAINLEADER (TYP)PROPOSED STORMDRAIN MAIN (TYP)89.10PROPOSEDSTORM DRAINAREA INLETC450C350N 88°59'42" W471547204725473047354740471547204725473047354740EG ELEVFG ELEVTOP OF SVC-0+500+000+501+00EG-4730.71EG-4730.90EG-4731.02EG-4730.96EG-4730.72EG-4731.05FG-4734.00FG-4734.08FG-4734.75FG-4734.31FG-4733.85FG-4734.75TE-4727.33TE-4726.79 STA 0+05.50 = EAST DRIVESTA 3+53.50 - 5.50' LTINSTALL NEW 8"x4"x8" TEE &THRUST BLOCKSTA 0+08.00 - INSTALL NEW4" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+19.63 - INSTALL NEW4" 22.5° VERTICAL BEND UP& THRUST BLOCK STA 0+26.30 - INSTALL NEW4" 22.5° VERTICAL BENDDOWN & THRUST BLOCKSTA 0+45.33 - FIRE SERVICEAT 5.00' FROM EXTERIORBUILDING WALL STA 0+52.83 - INSTALL NEW4" 90° VERTICAL BENDUP & THRUST BLOCK 8" DIP WATER MAINTE = ±4724.744" DIP FIRE SERVICETE = ±4724.57TE =±4724.57TE = ±4727.33TE = ±4727.33TE =±4727.33INSTALL ±8.4 LFWITH FL END OF4" CLASS 51 DIPAWWA C151REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13C373EXTERIOR WALLOF BUILDINGPROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTINGGROUNDSURFACE(TYP)8" SDR 35 PVCSEWER MAIN15" HPSTORMDRAINMAINBUILDINGFF ELEV =4734.75LEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C373_Building-A-3_Fire-Service.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C373BOZEMANMONTANATEE03/09/2018BUILDING A-3 FIRE SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 05.25.2021Know what'sbelow.before you dig.CallRBUILDING A-3FF ELEV = 4734.75EAST DRIVEPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'FIRE SERVICE LINESTATION 0+05 TO 0+52INSTALL ±47 LF OF4" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTNOT TO SCALESTANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGFIRE SERVICE LINE COORDINATE TABLE0+05.50INSTALL NEW 8"x4"x8" TEE & THRUST BLOCK57026.0244140.87BOZEMAN WEST APARTMENTS | BUILDING A-3FIRE SERVICE LINELOT B OF CERTIFICATE OF SURVEY NO. 1256ACITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: R-4ADJACENT ZONING: R-4ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITFIRE SERVICE QUANTITY SCHEDULE0266005004024" CLASS 51 DIP AWWA C151 FIRE SERVICE55LF0266003004194" 90° BEND1EA0266003004114" 22.5° BEND2EA0266006005544" GATE VALVE1EA0266006004104" OS&Y FL x FL VALVE & ASSEMBLY1EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1-1/4 INCHES TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:0266006005048"x4"x8" TEE1EA0+45.3357027.2144101.050+26.3057026.8844120.08INSTALL 4" 22.5° VERTICAL BEND DOWN WITH THRUST BLOCKTEMPORARY END OF FIRE SERVICE AT5.00' OUTSIDE OF BUILDING0+52.8357027.3444093.55INSTALL 4" 90° VERTICAL BEND UP WITH THRUST BLOCK,4" CLASS 51 DIP AWWA C151 STANDPIPE, AND OS&Y VALVE0+08.00INSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK57026.0644138.370+19.63INSTALL 4" 22.5° VERTICAL BEND UP WITH THRUST BLOCK57026.7644126.75NOTES BY SYMBOL:1STA 0+05.50 = EAST DRIVE STA 3+54.00 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK FOR4" CLASS 51 DIP AWWA C151 FIRE SERVICESTA 0+05.50 - 10.00' LT =EAST DRIVE STA 3+44.00 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCKFOR 4" CLASS 51 DIP AWWA C151 DOMESTICWATER SERVICE2STA 0+08.00 - INSTALL NEW 4" GATE VALVE,WITH VALVE BOX, & THRUST BLOCK3STA 0+08.00 - 10.00' LT | INSTALL NEW 4" GATEVALVE, WITH VALVE BOX, & THRUST BLOCK4STA 0+45.33 - TEMPORARY END OF FIRE SERVICEAT 5.00' FROM EXTERIOR BUILDING WALL5STA 0+42.83 & STA 0+45.33 - 10.00' LT | TWO (2)ROMAC SOLID SLEEVE COUPLINGS. TEMPORARYEND OF DOMESTIC WATER SERVICE AT 5.00'FROM EXTERIOR BUILDING WALL6STA 0+52.15 - INSTALL 4" 90° VERTICAL BEND &THRUST BLOCK, 4" CLASS 51 DIP AWWA C151STANDPIPE, AND 4" OS&Y VALVEREFER TO DETAIL 02660-13 ON THIS SHEET7PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)8PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)9PROPOSED 30' WIDE UTILITY EASEMENT10STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE0+05.50 - 10.00' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK57016.5144140.700+45.33 - 10.00' LT57017.2144100.880+26.30 - 10.00' LT57016.8844119.90INSTALL 4" 22.5° VERTICAL BEND DOWN WITH THRUST BLOCKTEMPORARY END OF DOMESTIC WATER SERVICE AT5.00' OUTSIDE OF BUILDING0+08.00 - 10.00' LTINSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK57016.5644138.200+19.63 - 10.00' LTINSTALL 4" 22.5° VERTICAL BEND UP WITH THRUST BLOCK57016.7644126.57HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994286716/07/2018AB: COUPLINGS ADDED TP-9TP-11SDSDSDRDRDRDRDRDRDRDRDRDRDRDRDRDSDSDSDSDSDSSSSSSSWWWWWWW6SS4FIRE4WSSGASUCDUCDUCDGAS4FIRE4FIRES 88°59'42" E 3+003+504+004+50 1+00-0+500+000+50243.50'TBC-CL4146.50'TBC-CL65789.10PROPOSED ROOFDRAIN LEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)C430C330N 1°00'18" E3LEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL4715472047254730 47354740471547204725473047354740EG ELEVFG ELEVTOP OF SVC STA 0+15.69 - INSTALL NEW4" 11.25° VERTICAL BEND UP& THRUST BLOCK STA 0+28.13 - INSTALL NEW4" 11.25° VERTICAL BENDDOWN & THRUST BLOCKSTA 0+05.50 = SOUTH DRIVESTA 3+80.95 - 5.50' LTINSTALL NEW 8"x4"x8" TEE &THRUST BLOCK STA 0+08.00 - INSTALL NEW4" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+47.85 - FIRE SERVICEAT 5.00' FROM EXTERIORBUILDING WALLSTA 0+55.35 - INSTALL NEW4" 90° VERTICAL BENDUP & THRUST BLOCK INSTALL ±8.9 LFWITH FL END OF4" CLASS 51 DIPAWWA C151REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13C375EXTERIOR WALLOF BUILDINGPROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)8" SDR 35 PVCSEWER MAIN-0+500+000+501+00EG-4734.54EG-4733.99EG-4733.46EG-4734.93EG-4734.20EG-4733.77FG-4737.61FG-4737.13FG-4737.80FG-4738.27FG-4736.65FG-4737.80TE-4730.39TE-4729.42 STA 0+34.45 - PIPE JOINTDEFLECTION±1.3° VERTICAL 8" DIP WATER MAINTE = ±4727.754" DIP FIRE SERVICETE = ±4727.57TE =±4727.57TE = ±4730.34TE =±4730.04TE = ±4730.49BUILDINGFF ELEV =4737.80©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2024VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C376_Building-B-3_Fire-Service.dwg Plotted by maya simmons onJul/31/2024engineerssurveyorsplannersscientists3959.021C376BOZEMANMONTANATEE03/09/2018BUILDING B-3 FIRE SERVICEBOZEMAN WEST - APARTMENTSCONSTRUCTION DRAWINGS 05.25.2021Know what'sbelow.before you dig.CallRBUILDING B-3FF ELEV = 4737.80SOUTH DRIVEPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'FIRE SERVICE LINESTATION 0+06 TO 0+55INSTALL ±49 LF OF4" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTNOT TO SCALESTANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGFIRE SERVICE LINE COORDINATE TABLE0+05.50INSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56680.6443988.29BOZEMAN WEST APARTMENTS | BUILDING B-3FIRE SERVICE LINELOT B OF CERTIFICATE OF SURVEY NO. 1256ACITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: R-4ADJACENT ZONING: R-4ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITFIRE SERVICE QUANTITY SCHEDULE0266005004024" CLASS 51 DIP AWWA C151 FIRE SERVICE58LF0266003004194" 90° BEND1EA0266006005544" GATE VALVE1EA0266006004104" OS&Y FL x FL VALVE & ASSEMBLY1EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1-1/4 INCHES TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:0266006005048"x4"x8" TEE1EA0+47.8556722.9843989.03TEMPORARY END OF FIRE SERVICE AT5.00' OUTSIDE OF BUILDING0+55.3556730.4843989.16INSTALL 4" 90° VERTICAL BEND UP WITH THRUST BLOCK,4" CLASS 51 DIP AWWA C151 STANDPIPE, AND OS&Y VALVE0+08.00INSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56683.1743988.33NOTES BY SYMBOL:1STA 0+05.50 = SOUTH DRIVE STA 3+81.50 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK FOR4" CLASS 51 DIP AWWA C151 FIRE SERVICESTA 0+05.50 - 10.00' LT =SOUTH DRIVE STA 3+71.50 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCKFOR 4" CLASS 51 DIP AWWA C151 DOMESTICWATER SERVICE2STA 0+08.00 - INSTALL NEW 4" GATE VALVE,WITH VALVE BOX, & THRUST BLOCK3STA 0+08.00 - 10.00' LT | INSTALL NEW 4" GATEVALVE, WITH VALVE BOX, & THRUST BLOCK4STA 0+47.85 - TEMPORARY END OF FIRE SERVICEAT 5.00' FROM EXTERIOR BUILDING WALL5STA 0+47.85 - 10.00' LT | TEMPORARY END OFDOMESTIC WATER SERVICE AT 5.00' FROMEXTERIOR BUILDING WALL6STA 0+54.63 - INSTALL 4" 90° VERTICAL BEND &THRUST BLOCK, 4" CLASS 51 DIP AWWA C151STANDPIPE, AND 4" OS&Y VALVEREFER TO DETAIL 02660-13 ON THIS SHEET7PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)8PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)9PROPOSED 30' WIDE UTILITY EASEMENT10STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE0+05.50 - 10.00' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56680.8143978.290+47.85 - 10.00' LT56723.1643979.03TEMPORARY END OF DOMESTIC WATER SERVICE AT5.00' OUTSIDE OF BUILDING0+08.00 - 10.00' LTINSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56683.3143978.330+34.45 - 10.00' LT56709.7643978.80HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994286716/07/20180+15.69INSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCK56690.8243988.460+34.45PIPE JOINT DEFLECTION: ±1.3° VERTICAL56709.5843988.790+28.13INSTALL 4" 11.25° VERTICAL BEND DOWN WITH THRUST BLOCK56703.2643988.680+15.69 - 10.00' LT56691.0043978.47INSTALL 4" 11.25° VERTICAL BEND UP WITH THRUST BLOCK0+28.13 - 10.00' LT56703.4443978.68INSTALL 4" 11.25° VERTICAL BEND DOWN WITH THRUST BLOCKPIPE JOINT DEFLECTION: ±1.3° VERTICAL TP-7SDSDSDSDSDRDRDRDRDRDRDRDRDRDRDHY DWWWWWW6SS4WS4FIREBCTVBTBTBPBCTVSSSSSSSGASGAS4FIRE S 88°59'42" E1+502+002+50 1+00-0+500+000+50145.00'TBC-CL3245.00'TBC-CL456789.10PROPOSED ROOFDRAIN LEADER (TYP)PROPOSEDSTORM DRAINMAIN (TYP)C430C330N 1°00'18" ELEGENDSHEET NUMBERREFERENCEXXXX1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOOR4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCK90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICAL JOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFDOUBLE CHECK VALVE ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A UL LISTED FLANGEDKENNEDY OR MUELLER OS&Y VALVE THE SAME SIZE AS THE FIRE SERVICELINE.2.ALL DOUBLE CHECK VALVE ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATIONFOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH(USCFCCCHR) FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.A FLOW DETECTION DEVICE SHALL BE INSTALLED IMMEDIATELY FOLLOWINGTHE DOUBLE CHECK VALVE ASSEMBLY (ALARM CHECK VALVE, FLOWSENSOR/ALARM, METER, ETC.) AS SHOWN ON THE APPROVED PLANS.PADDLE-TYPE FLOW ALARMS NOT PERMITTED ON DRY SYSTEMS.4.A DOUBLE DETECTOR CHECK VALVE ASSEMBLY MAY BE USED WITH ASTANDARD CITY OF BOZEMAN METER. THE METER LOOP OF THE DOUBLEDETECTOR ASSEMBLY SHALL HAVE A DOUBLE CHECK VALVE ASSEMBLYINSTALLED WHICH MEETS THE SAME INSTALLATION CRITERIA SPECIFIEDABOVE IN REQUIREMENT NUMBER TWO.5.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWO FEET (2') ABOVETHE FINISHED FLOOR.6.THE FIRE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2') FROM ANYOUTSIDE WALL.7.THE INCOMING FIRE SERVICE LINE SHALL BE A MINIMUM OF 6.5' AND AMAXIMUM OF 7.5' BELOW THE FINISHED GRADE.8.ALL FIRE SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUM PRESSURERATING OF 175 PSI.9.ALL FIRE SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BE CLASS 51DUCTILE IRON PIPE.10.LINE SIZING: THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE EQUAL IN SIZETO BOTH THE INCOMING PIPE DIAMETER (UPSTREAM) AND OUTGOING PIPEDIAMETER (DOWNSTREAM).DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)NO PRESSURE GAUGES OR PRESSURE GAUGEFITTINGS WILL BE ALLOWED ON THE TEST PORTSOF ANY BACKFLOW PREVENTION ASSEMBLY.ONLY FITTINGS ALLOWED BETWEENFIRST OS&Y VALVE AND BACKFLOWASSEMBLY TO BE 90° BENDDOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)DOUBLE CHECK VALVE(MIN. REQUIREMENT)AS INDICATED ONAPPROVED PLAN(S)10'-0" MAX*MECHANICALJOINTOUTSIDE WALL*PER NFPA-24FIG A.10.6.3.1WALL4715472047254730 4735474047454715472047254730473547404745EG ELEVFG ELEVTOP OF SVC STA 0+05.50 = SOUTH DRIVESTA 1+95.57 - 5.50' LTINSTALL NEW 8"x4"x8" TEE &THRUST BLOCKSTA 0+08.00 - INSTALL NEW4" GATE VALVE WITH VALVE BOX& THRUST BLOCKSTA 0+47.85 - FIRE SERVICEAT 5.00' FROM EXTERIORBUILDING WALLSTA 0+48.26 - PIPE JOINTDEFLECTION±2.9° VERTICAL STA 0+55.35 - INSTALL NEW4" 90° VERTICAL BENDUP & THRUST BLOCK INSTALL ±8.9 LFWITH FL END OF4" CLASS 51 DIPAWWA C151REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13C375EXTERIOR WALLOF BUILDINGPROPOSED FINISHEDGROUND AT CENTERLINEOF FIRE SERVICE (TYP)EXISTING GROUNDSURFACE (TYP)8" SDR 35 PVCSEWER MAIN15" HP STORMDRAIN MAIN-0+500+000+501+00EG-4735.94EG-4734.98EG-4733.32EG-4736.14EG-4735.50EG-4734.60FG-4737.06FG-4737.05FG-4737.80FG-4737.87FG-4736.28FG-4737.80TE-4730.49TE-4729.30 4" DIP FIRE SERVICETE = ±4728.318" DIP WATER MAINTE = ±4728.47TE = ±4728.42TE = ±4730.47TE = ±4730.49TE = ±4730.49BUILDINGFF ELEV =±4737.80©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2025VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\3959\021\ACAD\Sheets - Bozeman West Apartments\RECORD DRAWINGS\C375_Building-B-2_Fire-Service.dwg Plotted by cody farley onFeb/11/2025engineerssurveyorsplannersscientists3959.021C375BOZEMANMONTANATEE03/09/2018BUILDING B-2 FIRE SERVICEBOZEMAN WEST - APARTMENTSRECORD DRAWING 02.10.2025Know what'sbelow.before you dig.CallRBUILDING B-2FF ELEV = 4737.80SOUTH DRIVEPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'FIRE SERVICE LINESTATION 0+06 TO 0+55INSTALL ±49 LF OF4" CLASS 51 DIP AWWA C151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTNOT TO SCALESTANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-131.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.ALL TEXT AND FEATURES SHOWN SHADED WERE EXISTING.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BETHE CITY OF BOZEMAN.7.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.9.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN ELEVEN ANDONE-QUARTER DEGREES (11.25°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-1.10.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICE LINESINSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN.THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.11.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICELINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.12.THE FOUR INCH (4") FIRE SERVICE LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OFBOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR INCH(4") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.13.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTORSHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".14.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADEUPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGFIRE SERVICE LINE COORDINATE TABLE0+05.50INSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56683.9043801.81BOZEMAN WEST APARTMENTS | BUILDING B-2FIRE SERVICE LINELOT B OF CERTIFICATE OF SURVEY NO. 1256ACITY OF BOZEMAN, GALLATIN COUNTY, MONTANAZONED: R-4ADJACENT ZONING: R-4ITEM NO.DESCRIPTIONESTIMATEDQUANTITYUNITFIRE SERVICE QUANTITY SCHEDULE0266005004024" CLASS 51 DIP AWWA C151 FIRE SERVICE58LF0266003004194" 90° BEND1EA0266006005544" GATE VALVE1EA0266006004104" OS&Y FL x FL VALVE & ASSEMBLY1EAALL ESTIMATED QUANTITIES AREAPPROXIMATE AND ARE TO BE USED ONLYAS A BASIS FOR ESTIMATING THEPROBABLE COST OF THE WORK AND FORTHE PURPOSE OF COMPARING BIDSSUBMITTED FOR THE WORK. THE ACTUALAMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAYDIFFER FROM THE ESTIMATED QUANTITIES.CLASS I SYSTEMSYSTEM CLASSIFICATION:ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORFLUSHING OF A 4-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLING CONTRACTORMUST PROVIDE AN ORIFICE SIZE OF AT LEAST 1-1/4 INCHES TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARINGHYDRAULIC CALCULATIONS.FLUSHING REQUIREMENTS:0266006005048"x4"x8" TEE1EA0+47.8556726.2543802.56TEMPORARY END OF FIRE SERVICE AT5.00' OUTSIDE OF BUILDING0+55.3556733.7543802.69INSTALL 4" 90° VERTICAL BEND UP WITH THRUST BLOCK,4" CLASS 51 DIP AWWA C151 STANDPIPE, AND OS&Y VALVE0+08.00INSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56686.4143801.86NOTES BY SYMBOL:1STA 0+05.50 = SOUTH DRIVE STA 1+95.00 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK FOR4" CLASS 51 DIP AWWA C151 FIRE SERVICESTA 0+05.50 - 10.00' RT =SOUTH DRIVE STA 2+05.00 - 5.50' LTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCKFOR 4" CLASS 51 DIP AWWA C151 DOMESTICWATER SERVICE2STA 0+08.00 - INSTALL NEW 4" GATE VALVE,WITH VALVE BOX, & THRUST BLOCK3STA 0+08.00 - 10.00' RT | INSTALL NEW 4" GATEVALVE, WITH VALVE BOX, & THRUST BLOCK4STA 0+47.85 - TEMPORARY END OF FIRE SERVICEAT 5.00' FROM EXTERIOR BUILDING WALL5STA 0+47.85 - 10.00' RT | TEMPORARY END OFDOMESTIC WATER SERVICE AT 5.00' FROMEXTERIOR BUILDING WALL6STA 0+54.63 - INSTALL 4" 90° VERTICAL BEND &THRUST BLOCK, 4" CLASS 51 DIP AWWA C151STANDPIPE, AND 4" OS&Y VALVEREFER TO DETAIL 02660-13 ON THIS SHEET7PROPOSED 8" SDR 35 PVCSANITARY SEWER MAIN (TYP)8PROPOSED 8" CLASS 51 DIPAWWA C151 WATER MAIN (TYP)9PROPOSED 30' WIDE UTILITY EASEMENT10STATIONDESCRIPTION OFFEATURE OR FITTINGLOCALNORTHINGLOCALEASTINGDOMESTIC WATER SERVICE LINE COORDINATE TABLE0+05.50 - 10.00' RTINSTALL NEW 8"x4"x8" TEE & THRUST BLOCK56683.7343811.810+47.85 - 10.00' RT56726.0843812.56TEMPORARY END OF DOMESTIC WATER SERVICE AT5.00' OUTSIDE OF BUILDING0+08.00 - 10.00' RTINSTALL 4" GATE VALVE, VALVE BOX, & THRUST BLOCK56686.2343811.860+38.35 - 10.00' RT15" HP STORM DRAIN MAIN CROSSING56716.5743812.39HORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.62 FT)BASED ON MTSU NEW 12A AND COMPUTED USING GEOID 12AVERTICAL UNITS ARE US SURVEY FEETTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58 AND GRID EASTING 1573985.12GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994286716/07/20180+35.8915" HP STORM DRAIN MAIN CROSSING56714.3043802.350+48.26PIPE JOINT DEFLECTION: ±2.9° VERTICAL56726.6643802.563