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Home My WebLink AboutHomestead at Buffalo Run Onsite Infrastructure Record DrawingHYD LEGENDEXISTING 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 CONDUITSSSSEXISTING BUILDINGEXISTING BUILDING ROOFEXISTING CONCRETEEXISTING CURB FACEEXISTING CURB FLOWLINEEXISTING TOP BACK OF CURBEXISTING PARKING STRIPEEXISTING ASPHALTEXISTING 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 CONTOUR48204819.00PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR4822PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICEBPBPPROPOSED BURIED POWERNGNGPROPOSED NATURAL GAS4821.00THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C010 GENERAL NOTES.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAGENERAL NOTES6475.00502C010CABLHMEE6/2025 RECORD DRAWING6/2025ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPECSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINEFLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSNNORTHNENORTHEASTNICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROHPOVERHEAD POWERPCPOINT OF CURVEPIPOINT OF INTERSECTIONPLPROPERTY LINEPRELIMPRELIMINARYPROPPROPERTYPTPOINT, POINT OF TANGENCYPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRACETROAD APPROACH CULVERT ENDTERMINALR, RADRADIUSRCREINFORCED CONCRETERCPREINFORCED CONCRETE PIPERDROAD, ROOF DRAINREFREFERENCEREQDREQUIREDRTRIGHTR/WRIGHT-OF-WAYSSOUTHSANSANITARYSCHSCHEDULESDSTORM DRAINSESOUTHEASTSECSECTIONSPECSPECIFICATIONSQSQUARESQ FT, SFSQUARE FOOTSQ INSQUARE INCHSTASTATIONSSSANITARY SEWERSTDSTANDARDSVCSERVICESWSIDEWALK, SOUTHWESTTBTHRUST BLOCKTBCTOP BACK OF CURBTEMPTEMPORARY, TEMPERATURETOCTOP OF CONCRETETRANSTRANSITIONTWTOP OF WALLTYPTYPICALUGUNDERGROUNDUTILUTILITYVERTVERTICALVOLVOLUMEVPDVEHICLES PER DAYWWESTW/WITHW/OWITHOUTWLWATERLINETRWATERWSELWATER SURFACE ELEVATIONWVWATER VALVEXFMRTRANSFORMERYDYARDNOTE:FOR ABBREVIATIONS NOT LISTED, CONTACT THEENGINEER.ABBREVIATIONSDETAIL 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 TAKENGENERAL 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, SEVENTH EDITION DATED APRIL 2021(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. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OROWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL 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.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 +/- 5000' TO PROJECT DATUM. ALSO +/- 4900'24.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 MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. SANITARY SEWER SERVICES SHALL BE SDR 26 INACCORDANCE WITH ASTM D 3034.12.WATER MAIN AND FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. DUCTILE IRON PIPE AND FITTING SHALL HAVE V-BIO ® ENHANCED POLYETHYLENEENCASEMENT FOR CORROSION PROTECTION.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" FOR SERVICES LESS THAN 4 INCHES IN DIAMETER, AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES 4 INCHESIN DIAMETER OR LARGER. DUCTILE IRON PIPE AND FITTING SHALL HAVE V-BIO ® ENHANCED POLYETHYLENE ENCASEMENT FOR CORROSION PROTECTION.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 INSIDE-EDGE-OF-MANHOLE TO INSIDE-EDGE-OF-MANHOLE ON ALL GRAVITY PIPING. SEE SHEET C300.16.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.Know what'sbelow.before you dig.CallRKnow what'sbelow.before you dig.CallRENTITYPOWER & GASPROJECT CONTACT LISTFIRM OR AGENCYADDRESSCONTACTPHONE & EMAILNORTHWESTERN ENERGY121 EAST GRIFFINBOZEMAN, MT 59715KORY GRAHAM(406) 582-4680kory.graham@northwestern.comTELEPHONECENTURYLINK2707 WEST MAIN STREETBOZEMAN, MT 59718THOMAS MELLOR(406) 585-1909thomas.mellor@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 59715LANCE LEHIGH(406) 582-2284llehigh@bozeman.netCITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTDIANE TOLHURST(406) 582-2938dtolhurst@bozeman.netWATER &SANITARY SEWERCITY OF BOZEMANWATER & SEWER DIVISION121 NORTH ROUSE AVENUEBOZEMAN, MT 59715JOHN ALSTON(SUPERINTENDENT)(406) 582-3203jalston@bozeman.netENGINEER OFCONTENTMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WBOZEMAN, MT 59771-1113MATT EKSTROM, PE(406) 587-0721mekstrom@m-m.netENVIRONMENTALMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WBOZEMAN, MT 59771-1113CHRISTINE PEARCY(406) 587-0721cpearcy@m-m.net20 EAST OLIVE STREETBOZEMAN, MT 59715PROJECTARCHITECT/PLANNERINTRINSIKARCHITECTURE, INC106 EAST BABCOCKSUITE 1ABOZEMAN, MT 59715ROB PERTZBORN(406) 582-8988ARCHITECTIVINS DESIGNS, LLC7373 EAST ELLSWORTH AVENUEDENVER, CO 80230BRUCE IVINS(303) 829-0308ivinsdesign@comcast.netARCHITECT359 DESIGN, LLC3630 OSAGEDENVER, CO 80211WILL HENTSCHEL(303) 884-9131PLANNERDEVELOPERBUFFALO RUN BOZEMAN, LLC5400 FOWLER LANEBOZEMAN, MT 59718DEREK WILLIAMS(303) 887-4045 db@quadprop.comVOGEL & ASSOCIATES475 WEST 12TH AVENUESUITE EDENVER, CO 80204MORIAH TERMUNDE(303) 893-4288moriah@vogelassoc.comLEE HAGEMAN48606JUNE 26, 2025 LEGENDCONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 1OPTION 2CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 3CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 4CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 5CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGCOMMONWEALTH STMEAH LNLANCE DRJACOBS STSOUTHBRIDGE LNDENNISON LNG O L D E N S U N D R PARKWAY AV E S 30TH AVE S 29TH AVE S 29TH AVE S 28TH AVE S 27TH AVE STUCKY RDBLACKWOOD RDCOTTONWOOD RD STUCKY RDFOWLER LN FOWLER LN KURK DRS. 19TH AVEW GRAF STS 27TH AVETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C015 CONSTRUCTION ROUTE MAP.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANACONSTRUCTION ROUTE MAP6475.00503C015CJFLHMEE6/2025 5001,0002505000SCALE IN FEETRECORD DRAWING6/20251.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN 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 SHALL PROVIDE PROOF OF APERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS ANDEQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BEUNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT ANDMATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIMSHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL STRIVE TO MINIMIZE LARGE VEHICLE TRAFFIC THROUGH EXISTING RESIDENTIALNEIGHBORHOODS TO THE EXTENT POSSIBLE. LARGE TRUCK TRAFFIC SHALL USE THE ROUTES SHOWN INTHE GRAPHIC OR ADDITIONAL COUNTY ROADS THAT AVOID HIGH-DENSITY RESIDENTIAL NEIGHBORHOODS.THIS RESTRICTION SHALL NOT APPLY TO LIGHT VEHICLE TRAFFIC INCLUDING TRADE VEHICLE TRUCKSAND PICKUP TRUCKS LESS THAN OR EQUAL TO 1 TON HAUL CAPACITY.5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTIONNEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKINGHOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THECONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLYADOPTED FEES FOR SUCH SERVICES.6.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZEINCONVENIENCE TO THE ADJACENT BUSINESSES.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTYINSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, ANDRESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.8.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THEPROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALLAPPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.9.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLYDEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURESTREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.10.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED INACCORDANCE WITH APPLICABLE 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 SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS ORDRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITYCROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY ORALL LOCAL REGULATIONS.11.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS,RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.12.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BYTHE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY ASAPPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ ORTHE LOCAL GOVERNING AGENCY.13.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.GENERAL NOTES:PROJECT LOCATIONKEY NOTESCONSTRUCTION ROUTE SHALL BE PREFERRED ROUTE, EXCEPT WHEN FOWLER LANE SANITARYSEWER AND/OR ROAD CONSTRUCTION IS BEING PERFORMED FROM THE PROPOSED ENTRANCEFROM FOWLER (KURK DRIVE) TO STUCKY ROAD.CONSTRUCTION ROUTE SHALL BE USED AS A FIRST ALTERNATE, EXCEPT WHEN FOWLER LANESANITARY SEWER AND/OR ROAD CONSTRUCTION IS BEING PERFORMED FROM THE PROPOSEDENTRANCE FROM FOWLER (KURK DRIVE) TO STUCKY ROAD.CONSTRUCTION ROUTE SHALL BE USED AS A SECOND ALTERNATE AND PROVIDE SITE ACCESSDURING INSTALLATION OF FOWLER LANE SANITARY SEWER AND/OR ROAD CONSTRUCTION ISBEING PERFORMED FROM THE PROPOSED ENTRANCE FROM FOWLER (KURK DRIVE) TO STUCKYROAD.CONSTRUCTION ROUTE SHALL BE USED AS A THIRD ALTERNATE AND PROVIDE SITE ACCESSDURING INSTALLATION OF FOWLER LANE SANITARY SEWER AND/OR ROAD CONSTRUCTION ISBEING PERFORMED FROM THE PROPOSED ENTRANCE FROM FOWLER (KURK DRIVE) TO STUCKYROAD IF COTTONWOOD AND/OR BLACKWOOD IS NOT AVAILABLE.CONSTRUCTION ROUTE SHALL BE TYPICALLY USED FOR LIGHT DUTY TRAFFIC ONLY, AND SHALLBE THE LAST ALTERNATIVE USED SHOULD SITE ACCESS BE UNAVAILABLE FROM FOWLER LANE.2134123455LEE HAGEMAN48606JUNE 26, 2025 [][][][][][][][][][][]EPEWWWWWDYHGGIIIIISSSISMWMWTTWWV WVWVWVWVWVMWMWMWMWMWN12 SW14 SW14 SECTION 23 T2S R5E20.33 ACRESBOZEMAN HAUS TWO LCCC.O.S. 2074 TRACT 1KDG HOLDING LLCN12 S12 SW14 SW14SECTION 23 T2S R5EKOUNTZ DAYLE H.MARITAL TRUSTS12 SE14 SECTION 22T2S R5E49955000500549964997499849995 0 0 1500250035004500650075008 EXISTING FOWLER LANE(GRAVEL WIDTH VARIES - 24' AVERAGE WIDTH)EXISTING 6" SUBSURFACE DRAIN(TO REMAIN WITH MODIFICATIONS)MEADOW CREEKPARTNERS LLCSW14 NE14 SE14 SW14SECTION 23 T2S R5EFOWLER LANEEXISTING HOUSE(TO REMAIN)200201202203KURK DRIVEEXISTING POND(TO REMAIN WITH MODIFICATIONS)EXISTING SHOP BLDG(TO BE REMOVED)EXISTING 10' PUBLIC UTILITY EASEMENTDOCUMENT #: 2731321EXISTING PUBLIC STREET AND UTILITY EASEMENTDOCUMENT #: 2731321EXISTING IRRIGATION DITCHTO MODIFIED AND/OR PIPEDEXISTING IRRIGATION DITCHTO BE PIPEDEXISTING ASPHALT,CONCRETE, AND LANDSCAPETO BE REMOVEDEXISTING MONITORING WELLSTO BE REMOVED (TYP)REMOVE EXISTING FENCE,(TYP)S89°51'57"W1331.58'N0°01'33"E 665.57'N89°52'06"E1330.04'N0°06'25"W665.51'EXISTING 60.00' EASEMENTEXISTING 60.00' COUNTY ROADRIGHT OF WAY EASEMENTEXISTING SEPTIC TANKSTO BE REMOVED ORABANDONED IN PLACEEXISTING DRAINFIELD TO BEREMOVEDEXISTING YARD HYDRANT(TO BE REMOVED, TYP.)THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C017 EXISTING SITE FEATURES AND TOPOGRAPHY.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:KARL SAND ON Jun/25/2025 THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEXISTING SITE FEATURES, TOPOGRAPHY & DEMO PLAN6475.00504C017CABLHMEE6/2025 6012030600SCALE IN FEETRECORD DRAWING 6/2025 POINT200TEMPORARY SURVEY CONTROL POINTSNORTHINGEASTINGELEVATIONDESCRIPTION107020.408370739.7845006.382" ALUMINUM CAP201107685.916370738.6674996.37202107688.965372040.1174997.97203107023.395372039.8165009.342" ALUMINUM CAP2" ALUMINUM CAP2" ALUMINUM CAPDATUMCOORDINATE SYSTEMNSRS11ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT, I-FOOT**TEMPORARY CONTROL POINTS SHALL NOT BE USED FOR CONSTRUCTIONLEE HAGEMAN48606JUNE 26, 2025 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF WABCEGFIJKLM1 A/B2 A/B3 A/B8 A/B9 A/B10 A/B11 A/B13 A/B14 A/B4 A/B5 A/B6 A/B7 A/B12 A/BNOCLUBHOUSEDH>>>>>>>>>>>>>>>>>>>>>>>>>> >>> >> >>> >>> >>> >>> >>> >>> > >>>>>>>>>>> > > >>>> >>>>>>FDCFDCFDCFDCFDCADA R A M P ADA R A M P FDCFDCDOWNSPOUT >>XXXXXXXXXXXXXXXXXXSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSSSSSSWSTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C020 EROSION AND SEDIMENT CONTROL PLAN.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEROSION AND SEDIMENT CONTROL PLAN6475.00505C020CBLHMEE6/2025 5010025500SCALE IN FEETRECORD DRAWING6/2025NOTES BY SYMBOL:1INSTALL TRACKOUT CONTROL SYSTEMPER DETAIL 2 ON SHEET C702 OR ASRECOMMENDED BY MANUFACTURERKnow what'sbelow.before you dig.CallREROSION & SEDIMENT CONTROL NOTES:1.EROSION AND SEDIMENT CONTROL ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN'S BEST MANAGEMENT PRACTICE (BMP) MANUAL FOR CONSTRUCTION SITES. VERSION 3 - SEPTEMBER 1, 2016.2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). DURING THE CONSTRUCTION OF UNDERGROUND STORMWATERFACILITIES, ALL CONTRIBUTING INLETS SHALL BE PROTECTED WITH STRAW WATTLES OR FABRIC INLET-BAGS TO MITIGATE SEDIMENT ACCUMULATION. ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THEAPPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWNSEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL 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 IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROLON-SITE EROSION.6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE,AND FEDERAL REGULATIONS.8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACHWORKING DAY.INSTALL CONCRETE WASHOUT FACILITYPER DETAIL 3 ON SHEET C702OPTION #1TEMPORARYSANITARYFACILITYOPTION #1TEMPORARY JOBSITEDUMPSTEROPTION #1TEMPORARYJOB SITETRAILEROPTION #1MATERIALS STORAGEAND STAGING LOCATION2212OPTION #1CONCRETEWASHOUTTRACKOUT PAD(ALL OPTIONS)OPTION #2MATERIALS STORAGEAND STAGING LOCATIONOPTION #3MATERIALS STORAGEAND STAGING LOCATIONOPTION #3TEMPORARYJOB SITEDUMPSTEROPTION #3TEMPORARYSANITARYFACILITYOPTION #3TEMPORARYJOB SITETRAILEROPTION #3CONCRETEWASHOUTOPTION #2TEMPORARYSPOILS LOCATIONOPTION #3TEMPORARYSPOILS LOCATIONOPTION #1TEMPORARYSPOILS LOCATIONLEGENDPROPOSED CONCRETE (4")CONSTRUCTION LIMITSSILT FENCE (1/C702)AREA TO BE PAVEDSFSFEXTERIOR DITCHPROPOSED CONCRETE (6")EXISTINGPONDINSTALL INLET PROTECTION (TYP.)INSTALL INLETPROTECTION (TYP.)INSTALL INLET PROTECTION (TYP.)LEE HAGEMAN48606JUNE 26, 2025 [][][][][][][][][][][]EPEWWWWWDYHGGIIIIISSSISMWMWTTWWV WVWVWVWVWVMWMWMWMWMWTPTTVWVWVWVDYH WABCEGFIJKLM1 A/B2 A/B3 A/B8 A/B9 A/B10 A/B11 A/B13 A/B14 A/B4 A/B5 A/B6 A/B7 A/B12 A/BNOCLUBHOUSEDH>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>FDCFDCFDCFDC FDCADA R A M P ADA R A M P FDC FDCDOWNSPOUT >>FOWLER LANE KURK DRIVEHOMESTEAD AVENUE SSS8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYHS SSDYH DYH DYHDYH DYHDYHS8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15SDYH8W8W8W8W16W16W16W16W16W16W16W16W16W16W16W16W16WDYH DYHS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSS8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8WDYHWS WS WS WS WS SSEEEEEEEEEEEEEEEEEEEEEEGGGGBP BP BP BPEE EEEEUTILUTILUTIL UTILUTIL UTILUTILUTIL UTILNGNGNGNGNG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NGBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILBPBPNGUTILUTILUTILBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBP BPBPBPBPBPBPBP BP BP BPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILEBPSDYHSSSS8W 8W 8W 8W 8W 8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8ScocoS15S15S15S15S 15S15S8W8W8W8WWSSSSSWSWS WS WS WSFIREFIREWS FIREWSWSFIREWSWS FIREFIREFIRES89°51'57"W1331.58'N0°01'33"E 665.57'N89°52'06"E1330.04'N0°06'25"W665.51' BUFFALO RUN AVENUE MEAH LNVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C105 SITE MAP INDEX.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASITE MAP INDEX6475.00506C105MMGLRHMEE6/2025 1ADA ACCESSIBILITY MODIFICATIONS02/11/25LRH LEE HAGEMAN48606JUNE 26, 2025LRH 6012030600SCALE IN FEETRECORD DRAWING 6/2025 SHEETSNW SITE PLAN (1 OF 4) - C201NW UTILITY PLAN (1 OF 5) - C401SHEETSNE SITE PLAN (2 OF 4) - C202NE UTILITY PLAN (2 OF 5) - C402SHEETSSW SITE PLAN (3 OF 4) - C203SW UTILITY PLAN (3 OF 5) - C403SHEETSSE SITE PLAN (4 OF 4) - C204SE UTILITY PLAN (4 OF 5) - C404SHEETSOFFSITE UTILITY PLAN (5 OF 5) - C405FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGINF-1584)SHEETSSOUTH CENTRAL GRADING PLAN (5 OF 6) - C305SHEETSSE GRADING PLAN (6 OF 6) - C306SHEETSSW GRADING PLAN (4 OF 6) - C304SHEETSNW GRADING PLAN (1 OF 6) - C301SHEETSNORTH CENTRAL GRADING PLAN (2 OF 6) - C302SHEETSNE GRADING PLAN (3 OF 6) - C303 DDDDDDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD15SDDD DDDDDEGTTN0°06'25"W 665.51'S89°51'57"W 1331.58'S0°06'25"E 665.51'8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SSDYH DYHDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6WDYH SS WS WS SS SSSSSSSSSSSSEEEEEEEGGBP BP BP BP BP BP BP BP BPBPBPEEBP EEUTIL UTILUTILUTILUTILUTIL NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGUTILUTILUTILUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP UTILUTILUTILUTILUTILUTILBPBPNGSSSSSSSSSSSSSWSWSWS WS WSWSWSWSSS WS WS WS WSWSFIREFIREFIREWSWSW>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>> >>>>>>>>>>>COADA RAMPADA RAMP>>EEEEEEEGGBP BP BP BP BP BP BP BP BPBPBPEEBP EEUTIL UTILUTILUTILUTILUTIL NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGUTILUTILUTILUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP UTILUTILUTILUTILUTILUTILBPBPNGFUTURE SIDEWALK, (TYP)38'10'20'80' ROWR15'R15'35'6.5'5'6.5'5'60' ROW24'PROPOSED SIDEWALK, (TYP)24'R15', (TYP)R35', (TYP)60' ROW25.5'25.5'22.0'7'10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT20'(TYP)10'(TYP)PARKINGFACILITY#1FOWLER LANE KURK DRIVEEDGERTON AVENUE PROPOSEDBUILDING1A/BPROPOSEDBUILDING2 A/BPROPOSEDBUILDING3 A/BPROPOSEDBUILDING7 A/BCOMMUNITYCENTERPROPOSEDBUILDINGEPROPOSEDBUILDINGCPROPOSEDBUILDING8 A/BPROPOSEDBUILDING4 A/BPROPOSEDBUILDING5 A/BPROPOSEDBUILDING6 A/BWR4.25'R50.75'R4.25'R4.25'R5.75'R4.25'R4.25'R10.75'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R19.25'R4.25'R4.25'R4.25'R27.25'R1.75'8.5'(TYP)37.5'24'12.23'25.5'31.0'15'5'26'8.5'(TYP)20'(TYP)10'(TYP)10' PUBLICUTILITY EASEMENT26'31.5'R14.25'R19.25'R8'(3) PROPOSED 12" UTILITY CONDUITS,(TYP)SIDEWALK,(TYP)ADA ACCESSIBLE STALLS,(TYP OF 2)ASPHALT SHAREDUSE PATHVALLEY GUTTER: C.O.B. STD DETAIL 02529-1R1.75'R11.25'R68.75'20' PUBLIC STREETAND UTILITY EASEMENT23.50'7.1'25.33'22.00'7.08'23.50'25.33'22.00'10'(TYP)9.5'(TYP)9.5'(TYP)3.00'3.00'3.00'7.01'22.11'MONUMENT SIGNTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C200 SITE PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANW SITE PLAN (1 OF 4)6475.00507C201DHLHMEE6/2025 1MINOR PH. 1 BLDG UPDATES - ARCH BLDG PERMITTING12/15/2023LRH2PHASE 2 & 3 BLDG EDITS TO MATCH ARCH3/5/2024LRH3TRASH ENCLOSURES & MAILBOX LOCATION4/2/2024JAZ4CARPORT STRIPING & CURB CHANGES10/09/24JAZLEE HAGEMAN48606JUNE 26, 2025LRH2PHASE 2 & 3 BLDG EDITS TO MATCH ARCH306015300SCALE IN FEETRECORD DRAWING6/20251.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUMDEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTENDTHROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:TRASH ENCLOSURE: SEE ARCH PLANS FOR DETAILS.BICYCLE PARKING CONCRETE PAD: MIN. OF 52 BIKE SPACES REQUIREDSNOW STORAGE AREA PILEMATCH LINE C203MATCH LINE C202Know what'sbelow.before you dig.CallRACCESSIBLE PARKING PAVEMENT SYMBOL - REFER TO DETAIL 6 ON SHEET C701INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") YELLOWPAINT AT THIRTY DEGREE (30°) ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTERINSTALL NEW POST MOUNTED ACCESSIBLE PARKING SPACE SIGN ASSEMBLYREFER TO DETAIL 4 ON SHEET C701 FOR INSTALLATIONKEY NOTES:123456456NEW APPROACH PER CITY OF BOZEMAN STANDARD DETAIL 02529-12.7 , (TYP)7 , (TYP)723310' SHARED USE ASPHALT PATH - REFER TO DETAIL 9ON SHEET C701.88THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.1FOWLER LANE IMPROVEMENTSSHOWN ARE PART OF SEPARATEOFFSITE SUBMITTAL APPROVED BYTHE CITY ON SEPTEMBER 9, 2022(ENGINF-1584)3DEAD END BARRICADE PER CITY OF BOZEMANSTANDARD DETAIL 09810-299150.0'(FROM FUTURE FOWLER TBC AT FULL BUILDOUT)SHADED AREA WAS REV IEWEDUNDER ADM IN ISTRAT IVEMODIF ICAT ION #231061MAILBOX PAD (SEE ARCH FOR DETAILS)1010"MAIL DELIVERY PARKING ONLY" SIGN111110.10'25.67'CARPORT COLUMN (SEE STRUCTURAL)MONUMENT SIGN PER SIGN SOLUTIONS PROOF - 5/1/202512121313 DDDDDYH WVWVSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S DYH DYH DYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WSSS8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W WS WS SS WS WS SS WS WS SS WS WS SS SSSSEEEEEEGEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPNGBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBPBP E8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSWS WSWSWSWSWS SSFIREFIREFIREWSWSSSWSWSWSWSFIREFIREFIRE>>>>> >>>> >>>>> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>>> > >>>>>>>>>> > > >>>>>>>>FDCFDCFDCADA RAMPADA RAMPEEEEEEGEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPNGBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBPBP E5'24'24'24'26'24'30' PEDESTRIAN &UTILITY EASEMENT10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT20'(TYP)10'(TYP)FUTURE SIDEWALK, (TYP)R35', (TYP)24'60' ROW35'6.5'5'6.5'5'60' ROW35'6.5'5'5.5'6'PROPOSED SIDEWALK, (TYP)R15', (TYP)R35', (TYP)24'24'60' ROW6'5.5'35'5.5'6'24'(3) PROPOSED 12" UTILITY CONDUITS,(TYP)GABRIEL AVENUE KURK DRIVEPROPOSEDBUILDINGCPROPOSEDBUILDING9 A/BPROPOSEDBUILDING10 A/BPROPOSEDBUILDING11 A/BPROPOSEDBUILDING12 A/BPROPOSEDBUILDING13 A/BPROPOSEDBUILDING14 A/BPROPOSEDBUILDINGMPROPOSEDBUILDINGGPROPOSEDBUILDINGIPROPOSEDBUILDINGFADA ACCESSIBLE STALLS,(TYP OF 4)ADA ACCESSIBLE STALLS,(TYP OF 2)R35', (TYP)VALLEY GUTTER: C.O.B. STD DETAIL 02529-1DEAD END BARRICADER4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R4.25'R1.75'R27.25'R4.25'R19.25'R3.98'R10'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R1.43'R5.00'R1.62'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'23.50'25.33'7.08'22.00'10.00'R2'R10'10'10'R3'10'10'10'10'10'4.3'4.3'9.50'(TYP)9.50'(TYP)9.50'(TYP)9.50'(TYP)9.50'(TYP)9.50'(TYP)3.25'3.25'3.00'3.00'9.5'(TYP)9.5'(TYP)10.0'(TYP)R4.13'R4.13'THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C200 SITE PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANE SITE PLAN (2 OF 4)6475.00508C202DHLHMEE6/2025 4CARPORT STRIPING & CURB CHANGES10/09/24JAZ5ADA PARKING CHANGES1/14/25LRH6ADA PARKING, STRIPING, AND PEDESTRIAN RAMP MODS2/11/25LRH7MEADOW CREEK PARK MODIFICATIONS5/13/25LRHLEE HAGEMAN48606JUNE 26, 2025JAZ5ADA PARKING CHANGES306015300SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C204MATCH LINE C2011.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUMDEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTENDTHROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:Know what'sbelow.before you dig.CallR45TRASH ENCLOSURE: SEE ARCH PLANS FOR DETAILS.BICYCLE PARKING CONCRETE PAD: MIN. OF 52 BIKE SPACES REQUIREDSNOW STORAGE AREA PILEACCESSIBLE PARKING PAVEMENT SYMBOL REFER TO DETAIL 6 ON SHEET C701INSTALL ACCESSIBLE AISLE HATCHING PAVEMENT MARKING WITH FOUR INCH (4") YELLOW PAINT AT THIRTYDEGREE (30°) ANGLE TO PARKING STALL SPACED AT 2.50' ON-CENTERINSTALL NEW POST MOUNTED ACCESSIBLE PARKING SPACE SIGN ASSEMBLYREFER TO DETAIL 4 ON SHEET C701 FOR INSTALLATIONKEY NOTES:123456NEW APPROACH PER CITY OF BOZEMAN STANDARD DETAIL 02529-12.7 , (TYP)7PROPOSED SIDEWALK, (TYP)233CONCRETE CROSSWALK REFER TO DETAIL 8 ON SHEET C701MID-BLOCK CROSSWALK PER CITY OF BOZEMANTYPE B STYLE898889THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.1DEAD END BARRICADE PER CITY OF BOZEMANSTANDARD DETAIL 09810-210106" CONCRETE BOULEVARD ANDAPPROACH TO MANHOLE REINFORCEDWITH #4 REBAR SPACED 18" O.C. WITHMINIMUM OF 1" CLEAR COVERLID POND WITH CURB CUTSAND RIP-RAP AS SHOWNCARPORT COLUMN (SEE STRUCTURAL)111111115664565665512121212TRUNCATED DOME PANEL EMBEDDED IN 6"REINFORCED CONCRETE. SEE DETAIL 3 SHEET C705.MULTI-USE PLAY FIELDSEE LANDSCAPINGP L A N S 80.00'200.00'5.00' SHLDR(TYP.) DDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDD [][][][][][][][][][][][][][][][][][][]N89°52'06"E 1330.04'N0°06'25"W 665.51' 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYHSDYHDYHS15S15S15S 15S8W8W8W8W8W8W8W8W8W6W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6WDYH S8W8W8W8W8W8W8W8W8W8WSSSSSSEEEEEGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP UTIL UTILUTILUTIL UTIL UTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBPBP BPBP BPBPBPNGDYHSSSSSSSS6WUD15S15S15S15S15S15S15S15S15S15S15SIRIRIR8W8W 8W8W8W8W8W8W8W6WWSWSFIREFIREWSFIRE WS >>>>>>>>>>>> > >>>> > > > > > >>>>>>>ADA RAMPFDC FDC DOWNSPOUT >>>>EEEEEGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP UTIL UTILUTILUTIL UTIL UTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBPBP BPBP BPBPBPNG24'35'6.5'5'6.5'5'60' ROWPARKINGFACILITY #2(3) PROPOSED 12" UTILITY CONDUITS,(TYP)ADA ACCESSIBLE STALLS,(TYP OF 4)EDGERTON AVENUE PROPOSEDBUILDINGDPROPOSEDBUILDINGBPROPOSEDBUILDINGHPROPOSEDBUILDINGASIDEWALK,(TYP)SIDEWALK,(TYP)7'7'5'12'6.5'27.50'8.5'8.5'25.5'20'(TYP)10'(TYP)30' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT7'R4.25'R4.25'R27.25'R1.75'R4.25'R4.25'R73.75'R46.25'R73.75'R46.25'R4.25'R4.25'R4.25'R4.25'R4.25'R27.25'R1.75'R4.75'R4.25'R4.25'R4.25'29.92'22.00'26'R4.25'27.5'27.5'24'27.5'27.50'24'R27.25'R27.25'R1.75'25.5'22.00'24'R4.25'R4.25'20' PUBLIC STREETAND UTILITY EASEMENT10' PUBLICUTILITY EASEMENT145'5.00'22.00'10.00'STEPS(TYP. OF 2)R34.50'R34.50'R4.25'R5.00'R5.00'R4.25'R52.27'7.08'23.50'25.33'9.25'(TYP)9.25'(TYP)3.00'3.00'3.00'9.50'(TYP)3.25'3.25'9.25'(TYP)9.25'(TYP)3.38'3.00'3.37'9.50'(TYP)3.25'3.25'21.5'10.0'(TYP)THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C200 SITE PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASW SITE PLAN (3 OF 4)6475.00509C203DHLHMEE6/2025 2TRASH ENCLOSURES4/2/2024JAZ4CARPORT STRIPING & CURB CHANGES10/09/24JAZ5WALK AND ADA SPACE CHANGES1/14/25LRH6ADA PARKING, STRIPING, AND PEDESTRIAN RAMP MODS2/11/25LRHLEE HAGEMAN48606JUNE 26, 2025JAZ4CARPORT STRIPING & CURB CHANGES306015300SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C201MATCH LINE C2041.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUMDEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTENDTHROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:Know what'sbelow.before you dig.CallREXISTING 6" PERFORATEDDRAIN PIPE45KEY NOTES:1234567 , (TYP)7 , (TYP)7PROPOSED SIDEWALK, (TYP)TRASH ENCLOSURE: SEE ARCH PLANS FOR DETAILS.BICYCLE PARKING CONCRETE PAD: MIN. OF 52 BIKESPACES REQUIRED.SNOW STORAGE AREA PILE.ACCESSIBLE PARKING PAVEMENT SYMBOLREFER TO DETAIL 6 ON SHEET C701.INSTALL ACCESSIBLE AISLE HATCHING PAVEMENTMARKING WITH FOUR INCH (4") YELLOW PAINT ATTHIRTY DEGREE (30°) ANGLE TO PARKING STALLSPACED AT 2.50' ON-CENTER.INSTALL NEW POST MOUNTED ACCESSIBLE PARKINGSPACE SIGN ASSEMBLYREFER TO DETAIL 4 ON SHEET C701 FOR INSTALLATIONNEW APPROACH PER CITY OF BOZEMAN STANDARDDETAIL 02529-12.DEAD END BARRICADE PER CITY OF BOZEMANSTANDARD DETAIL 09810-2.10' SHARED USE ASPHALT PATHREFER TO DETAIL 9 ON SHEET C701.892109910MID-BLOCK CROSSWALK PER CITY OF BOZEMANTYPE B STYLETHIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.11FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGINF-1584)8SHADED AREA WAS REV IEWEDUNDER ADM IN ISTRAT IVEMODIF ICAT ION #2310667.00'23.50'25.33'CARPORT COLUMN (SEE STRUCTURAL)11111111111156 DDD[][][][][]S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYH DYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSSSSSEEEEEEGGNGNGNGNGNGNGBPBP BP BPNGBPBPBPBPBPBPBP BPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL8W 8W 8W 8W8W8W8W8W8W8W8WSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8ScocoSSFIREFIREFIREWSWSWSWSFIRE FIREFIREWSWS WS WS SSSS SSWSWSWSWSSS FIREFIREFIREFIREFIREFIREFIRE>>>>>>>>> >>>>>>>>>>>>>>>> > >>>FDCFDCFDCFDCADA RAMPEEEEEEGGNG NGNGNGNGNGBPBP BP BPNGBPBPBPBPBPBPBP BPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILADA ACCESSIBLE STALLS(TYP OF 2)SIDEWALK,(TYP)24'60' ROW6'5.5'35'5.5'6'R35', (TYP)R28'PARKINGFACILITY #4GABRIEL AVENUE PROPOSEDBUILDINGDPROPOSEDBUILDINGJPROPOSEDBUILDINGKPROPOSEDBUILDINGLPROPOSEDBUILDINGOPROPOSEDBUILDINGNPROPOSEDBUILDINGB7'7'7'R9.25'R4.25'DEAD END BARRICADER4.05'R27.25'R1.75'24'24'24'24'10'(TYP)20'(TYP)R4.25'R4.25'R4.25'10' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT30' PUBLICUTILITY ANDPEDESTRIANEASEMENT30' PUBLICUTILITY EASEMENT150'R5.00'R9.25'R5.00'R5.00'R5.00'R5.00'R317.22'R5.00'R5.00'R1.50'R1.50'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R8.53'R5.00'R5.00'R1.62'R5.00'R4.00'R1.43'R5.00'R3.00'R3.00'R5.00'30' PUBLIC UTILITYEASEMENT25.33'23.50'7.08'7.08'22.00'R3'9.5'9.0'9.5'9.5'9.5'9.5'9.5'9.5'9.0'9.5'R5'R2'9.5'9.5'9.5'9.5'9.5'9.5'3.75'4.01'3.75'9.50'(TYP)3.25'3.25'10.00'10.00'ADA ACCESSIBLESTALLS (TYP OF 4)10.0'(TYP)THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C200 SITE PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASE SITE PLAN (4 OF 4)6475.00510C204DHLHMEE6/2025 4TRASH ENCLOSURES10/09/24JAZ5ADA PARKING MODIFICATIONS1/14/24LRH6ADA PARKING & STRIPING MODS2/11/25LRH7MEADOW CREEK PARK MODIFICATIONS5/13/2025LRHLEE HAGEMAN48606JUNE 26, 2025JAZ5ADA PARKING MODIFICATIONS306015300SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C2021.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.6.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUMDEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTENDTHROUGH THE FULL DEPTH OF CURB AND GUTTER.8.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9.CONCRETE SHALL BE CLASS M-4000.10.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:45 , (TYP)7PROPOSED SIDEWALK, (TYP)KEY NOTES:1234567TRASH ENCLOSURE: SEE ARCH PLANS FOR DETAILS.BICYCLE PARKING CONCRETE PAD: MIN. OF 52 BIKESPACES REQUIRED.SNOW STORAGE AREA PILE.ACCESSIBLE PARKING PAVEMENT SYMBOLREFER TO DETAIL 6 ON SHEET C701.INSTALL ACCESSIBLE AISLE HATCHING PAVEMENTMARKING WITH FOUR INCH (4") YELLOW PAINT ATTHIRTY DEGREE (30°) ANGLE TO PARKING STALLSPACED AT 2.50' ON-CENTER.INSTALL NEW POST MOUNTED ACCESSIBLE PARKINGSPACE SIGN ASSEMBLYREFER TO DETAIL 4 ON SHEET C701 FOR INSTALLATIONNEW APPROACH PER CITY OF BOZEMAN STANDARDDETAIL 02529-12.DEAD END BARRICADE PER CITY OF BOZEMANSTANDARD DETAIL 09810-2.CONCRETE CROSSWALK REFER TO DETAIL 8 ON SHEET C701898223333MID-BLOCK CROSSWALK PER CITY OF BOZEMANTYPE B STYLE10999101Know what'sbelow.before you dig.CallRTHIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.R4.25'CARPORT COLUMN (SEE STRUCTURAL)11111111665TRUNCATED DOME PANEL EMBEDDEDIN 6" REINFORCED CONCRETE.SEE DETAIL 3 SHEET C705.1212BASKETBALLCOURTSEE LANDSCAPINGPLANSMULTI-USE PLAY FIELDSEE LANDSCAPINGPLANS67.66'6.00'23.28'119.48'6.00'6.00'148.54'56.00'90.00'17.29'3.00'SHLDR(TYP.)DOG PARKS E E L A N D S C A P I NGPLANS 6.0' GRAVEL PATHWITH 1' SHOULDER EACH SIDE(SEE LANDSCAPE DRAWINGS FOR DETAILS)6.00'MATCH LINE C203 SSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYHS SSDYH DYHDYHDYH DYHDYHS8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15SDYH8W8W8W8W8W6W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYH DYHS 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSS8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8WDYHWS WS WS WS WS SSEEEEEEEEEEEEEEEEEEEEEEGGGGBP BP BP BP BPEE EEEEUTILUTILUTIL UTILUTIL UTILUTILUTIL UTILNG NGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NG NGBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILBPBPBPNGNGUTILUTILUTILBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBP BPBPBPBPBPBPBPBP BP BP BP BPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILEBPNGSDYHSSSS8W 8W 8W 8W8W8W8W8WSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8Scoco6WS15S15S15S15S15S15S15S15S8W 8W8W8W8WWSSSSSSSWSWS WS WS WSFIREFIREWS FIREWSWSFIREWS WS SSSSFIREFIREFIREWSWSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>> >>> >> >>> >>> >>> >>> >>> >>> > >>>>>>>>>>>>> >>>> >>>>>>COFDCFDCFDCFDCFDCFDCFDCADA RAMPADA RAMPFDCFDCDOWNSPOUT >>[][][][][][][][][][][][][]EGTTDDDDDDDDDDDDDDDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDDDD DDDDD5.00' SHLDR(TYP.)3.00' SHLDR(TYP.)EDGERTON AVENUE GABRIEL AVENUE EDGERTON AVENUE GABRIEL AVENUE PROPOSEDBUILDING8 A/BPROPOSEDBUILDING9 A/BPROPOSEDBUILDING10 A/BPROPOSEDBUILDING11 A/BPROPOSEDBUILDING12 A/BPROPOSEDBUILDING13 A/BPROPOSEDBUILDING14 A/BPROPOSEDBUILDINGMPROPOSEDBUILDINGGPROPOSEDBUILDINGIPROPOSEDBUILDINGFPROPOSEDBUILDINGJPROPOSEDBUILDINGKPROPOSEDBUILDINGLPROPOSEDBUILDINGOPROPOSEDBUILDINGNPROPOSEDBUILDINGHPROPOSEDBUILDINGAFF: 5008.00FF: 5008.00FF: 5002.90FF: 5002.75FF: 5002.75FF: 5003.60FF: 5003.40FF: 5003.50FF: 5003.75FF: 5006.40FF: 5007.60FF: 5008.70FF: 5009.50FF: 5009.00FF: 5007.80FF: 5005.60FF: 5004.80FF: 5003.20PROPOSEDBUILDINGEFF: 5004.10PROPOSEDBUILDINGCFF: 5005.50FOWLER LANE KURK DRIVEPROPOSEDBUILDING1A/BPROPOSEDBUILDING2 A/BPROPOSEDBUILDING3 A/BPROPOSEDBUILDING7 A/BKURK DRIVECOMMUNITYCENTERPROPOSEDBUILDING4 A/BPROPOSEDBUILDING5 A/BPROPOSEDBUILDING6 A/BFF: 5002.40FF: 5002.40FF: 5002.50FF: 5003.00FF: 5003.40FF: 5003.60FF: 5004.10KURK DRIVEGRADE BREAKGRADE BREAKVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAOVERALL GRADING PLAN6475.00511C300DSLHMEE6/2025 4ADA PARKING MODS1/14/2025LRH5ADA ACCESSIBILITY MODIFICATIONS2/11/25LRH6ADA RAMP MODS4/18/2025JAZ7PAVILION & MAIL KIOSK GRADING MODS6/10/2025LRHLEE HAGEMAN48606JUNE 26, 2025LRH5ADA ACCESSIBILITY MODIFICATIONS5010025500SCALE IN FEETRECORD DRAWING 6/2025 UNDERGROUNDSTORMWATER FACILITY,(TYP)1.PROVIDE SUBSURFACE DRAINAGE FOR DOWNSPOUTS ATCONCRETE PADS. SEE PLUMBING PLANS FOR PIPE SIZING.2.REFERENCE ELEVATION FOR ELEVATION CALLOUTS IS +/-5,000'.3.SEE DRAWING C703 FOR UNDERGROUND STORMWATERFACILITY DETAILS.4.WATERWAYS INCLUDING DITCHES ALONG FOWLER LANE &THROUGH PROPERTY WERE DETERMINED TO BENON-JURISDICTIONAL BY THE GALLATIN CONSERVATIONDISTRICT.GENERAL NOTES2EXISTING IRRIGATIONDITCHESEXISTING PONDPROPOSEDBUILDINGDFF: 5007.00PROPOSEDBUILDINGBFF: 5008.45FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGIN-1584)STORM WATERPONDD OG P A R KSEE LANDSCAPINGPLANBASKETBALLCO U R TSEE LANDSCAPINGP L A N SNAMEMAX BED DIMENSIONS# CHAMBERS# ROWS# ENDCAPSMANIFOLD# BRANCHES(EXCLUDING ISOLATOR)ISOLATOR DIA# LOT INLETSTRUCTURES[W X L (FT)]SIZE [HEADER XBRANCH (IN.)](IN.)R-112.4 x 66.14351012 x 838N/AR-268.7 x 58.9256326412 x 868N/AR-318.7 x 66.17281612 x 838N/AR-414.5 x 98.57861212 x 838N/AR-514.5 x 98.57861212 x 838N/AR-68.3 x 112.745368 X 818N/AS-1A99.9 x 23.4 (VARIES)252479412 X 8682S-1B56.2 X 34.7103265212 X 8682S-254.1 X 66.0225255012 X 8883S-3A50.1 X 77.4230234612 X 8783S-3B-189.5 X 44.7 (VARIES)203428412 X 88N/A3S-3B-233.3 X 37.6 (VARIES)68153012 X 838S-4A41.6 x 110285193812 X 8684S-4B79.1 x 66.1341377412 X 8884S-M41.6 x 16.336183612 X 8382POND O.F.50.28 x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°06'25"W 665.51'S89°51'57"W 1331.58'S0°06'25"E 665.51'8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W SS SS WS WS WS SS SS SSSSSSSSEEEEEBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPEEBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILSSSIRIRSSSSSSSSSSSSSSSSWSWSWSWSWS WS WS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CO>>>WEGTTDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD15SD15SDDD DDDDD1 STEP1 STEP1 STEP1 STEP1 STEP1 STEP1 STEP1 STEP2 STEPS1 STEP1 STEP1 STEP2 STEPS1 STEP1 STEP2 STEPS2 STEPS2 STEPS1 STEP2 STEPS2 STEPS2 STEPS1 STEP1 STEP2 STEPS2 STEPS1 STEP2 STEPS500050005000 500 0 5000 500050014998 4999 500249995002STORMTECH S-1ABOTTOM: 4996.05GW ELEV: 4995.75STORAGE: 1,732 CFSTORMTECH S-1BBOTTOM: 4997.82GW ELEV: 4996.99STORAGE: 1,857 CF-2.74% -1. 3 7 %-4.26%-1.86%-1 . 9 8 %-1.50%-1.12%- 1 . 9 2% -1 . 9 0 % -1.84%-1.23%-0.9%0.1%-1.0%3.143.091.401.401.371.401.903.243.131.671.671.591.651.631.42100.0097.8797.8199.370.070.841.0397.682.372.452.412.432.392.312.402.301.811.741.741.701.411.500.941.821.831.401.401.401.402.462.492.372.322.232.362.312.292.322.242.232.262.372.122.072.332.6122.0 LF OF15" A-2000 PVC@ 0.3% SLOPE66.8 LF OF15" A-2000 PVC@ 0.3% SLOPE30.3 LF OF12" RCP@ 0.3% SLOPESTORMTECH R-1BOTTOM: 4997.60GW ELEV: 4997.09STORAGE: 848 CFCOMBO-1248" Ø STRUCTUREGRATE FL ELEV = 5000.258" INV OUT (S) = 4997.8212" INV OUT (E) = 4997.8212" INV OUT (W) = 4997.65SUMP DEPTH = 3.00'COMBO-11A48" Ø STRUCTUREGRATE FL ELEV = 4998.2312" INV IN (W) = 4996.058" INV OUT (S) = 4996.0512" INV OUT (E) = 4995.88SUMP DEPTH = 3.00'INLET-12INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.2112" INV IN (W) = 4997.8212" INV OUT (E) = 4997.65SUMP DEPTH = 1.50'COMBO-11B48" Ø STRUCTUREGRATE FL ELEV = 4998.1712" INV OUT (E) = 4996.0512" INV OUT (W) = 4995.88SUMP DEPTH = 3.00'INLET-01INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.3512" INV OUT (S) = 4998.16SUMP DEPTH = 1.50'97.58K-INL-01INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 4997.3312" INV OUT (W) = 4993.65SUMP DEPTH = 1.50'6.5 LF OF12" A-2000 PVC@ 0.5% SLOPE29.0 LF OF15" A-2000 PVC@ 0.5% SLOPE6.0 LF OF15" A-2000 PVC@ 0.5% SLOPE27.2 LF OF15" A-2000 PVC@ 0.5% SLOPE39.9 LF OF18" A-2000 PVC@ 1.5% SLOPE15.9 LF OF18" A-2000 PVC@ 1.5% SLOPE129.4 LF OF18" A-2000 PVC@ 1.5% SLOPE 45.0 LF OF15" A-2000 PVC@ 0.5% SLOPE12.1 LF OF12" A-2000 PVC@ -0.5% SLOPE4.0 LF OF18" A-2000 PVC@ 1.5% SLOPE22.7 LF OF18" A-2000 PVC@ 1.5% SLOPEF-INL-01INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 4996.9812" INV IN (S) = 4994.29SUMP DEPTH = 1.50'12.1 LF OF12" A-2000 PVC@ -0.5% SLOPE45.0 LF OF15" A-2000 PVC@ 0.5% SLOPEOUTLET WEIR STRUCT.36" Ø STRUCTUREGRATE FL ELEV = 5002.238" INV IN (SE) = 4999.0012" INV OUT (NW) = 4998.48SUMP DEPTH = 1.50'P-0248" Ø STRUCTUREGRATE FL ELEV = 5001.0812" INV IN (SE) = 4997.7912" INV OUT (W) = 4997.79SUMP DEPTH = 1.50'P-0148" Ø STRUCTUREGRATE FL ELEV = 4999.6912" INV IN (E) = 4995.6418" INV IN (S) = 4995.2318" INV OUT (N) = 4995.24SUMP DEPTH = 1.50'AGRIDRN-8_ OUTLETINSIDE DIMS. = 2' X 2'RIM ELEV. = 5001.048" INV IN (SE) = 4996.508" INV OUT (NW) = 4999.00SUMP DEPTH = 0.00'153.6 LF OF12" A-2000 PVC@ 1.4% SLOPE68.6 LF OF12" A-2000 PVC@ 1.0% SLOPESTORMTECH ST-OVERFLOWBOTTOM: 4999.00GW ELEV: 4998.32STORAGE: 573 CF1.631.581.391.391.351.341.341.361.361.371.391.391.351.171.171.501.501.941.942.002.002.232.232.402.402.432.432.542.602.602.542.602.602.542.542.692.692.7798.96COMBO-0148" Ø STRUCTUREGRATE FL ELEV = 5000.3712" INV IN (N) = 4998.0715" INV OUT (S) = 4997.87SUMP DEPTH = 1.50'UST-0148" Ø MHRIM: 5001.4615" INV IN (N) = 4997.6715" INV OUT (S) = 4997.67SUMP DEPTH = 1.50'R1-OUTLET-MH48" Ø MHRIM: 5001.0215" INV IN (N) = 4997.608" INV OUT (S) = 4997.6012" INV OUT (W) = 4997.43SUMP DEPTH = 3.00'K-COMB-0348" Ø STRUCTUREGRATE FL ELEV = 4997.0812" INV IN (E) = 4993.6215" INV OUT (S) = 4993.42SUMP DEPTH = 1.50'K-COMB-0248" Ø STRUCTUREGRATE FL ELEV = 4997.3115" INV IN (N) = 4993.2715" INV OUT (W) = 4993.27SUMP DEPTH = 1.50'K-COMB-0148" Ø STRUCTUREGRATE FL ELEV = 4997.1915" INV IN (E) = 4993.2415" INV OUT (W) = 4993.24SUMP DEPTH = 1.50'CDS-0160" Ø STRUCTUREGRATE FL ELEV = 4996.8018" INV IN (S) = 4992.9015" INV IN (E) = 4993.1018" INV OUT (N) = 4992.90SUMP DEPTH = 5.58'FSD-0148" Ø STRUCTUREGRATE FL ELEV = 4995.7118" INV IN (S) = 4992.3018" INV OUT (NW) = 4992.27SUMP DEPTH = 1.50'F-INL-02INSIDE DIMS. = 2' X 3'GRATE FL ELEV. = 4997.2015" INV OUT (E) = 4993.9312" INV OUT (N) = 4994.23SUMP DEPTH = 1.50'FSD-0248" Ø STRUCTUREGRATE FL ELEV = 4997.8018" INV IN (S) = 4993.3015" INV IN (W) = 4993.7018" INV OUT (N) = 4993.30SUMP DEPTH = 1.50'FSD-X48" Ø STRUCTUREGRATE FL ELEV = 4997.6918" INV IN (S) = 4993.2318" INV OUT (N) = 4993.24SUMP DEPTH = 1.50'1.141.2999.5099.8999.8499.1399.130.270.320.470.4799.4499.7099.930.450.841.561.341.341.731.891.732.262.372.501.731.831.591.511.561.721.701.581.490.460.260.120.2799.500.010.390.390.011.130.720.691.131.901.901.751.751.791.791.591.590.891.071.091.161.161.091.110.991.001.0097.3297.5097.2297.4296.8696.9296.9097.0397.4397.3697.4997.610.880.820.900.961.241.281.131.161.431.471.601.641.861.902.132.152.252.272.372.401.271.221.401.401.401.401.401.401.401.400.990.991.721.241.241.711.811.351.3599.8499.9299.9499.0198.551.551.631.601.680.630.702.071.852.251.531.951.701.270.550.520.270.9799.8899.630.522.231.741.391.312.132.111.741.0599.365001 499 95000 5001 500150015 0 0 1 499949994998 4997499849995000500049991.541.531.691.691.851.841.771.782.351.741.773.242.693.153.07-4.11%-1 . 8 4 %-0.89%- 0 . 4 0%-4.03%-1.50%INV: 2.16INV: 1.902.352.282.182.25-0.26%-1.00% FOWLER LANE KURK DRIVEPROPOSEDBUILDING1A/BPROPOSEDBUILDING2 A/BPROPOSEDBUILDING3 A/BPROPOSEDBUILDING7 A/BCOMMUNITYCENTERPROPOSEDBUILDING4 A/BPROPOSEDBUILDING5 A/BPROPOSEDBUILDING6 A/BFF: 5002.40FF: 5002.40FF: 5002.50FF: 5003.00FF: 5003.40FF: 5003.60FF: 5004.10VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANW GRADING PLAN (1 OF 6)6475.00512C301DSLHMEE6/2025 1MINOR GRADING MODIFICATIONS AND STORMTECH MANIFOLD CHANGES12/15/23LRH2WATER ENTRY ROOM GRADING MODIFICATIONS06/17/24JAZ3 PAVILION GRADING 6/10/25 LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM GRADING MODIFICATIONS204010200SCALE IN FEETRECORD DRAWING6/2025TTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKMATCH LINE C304MATCH LINE C3021EXISTINGPONDEXISTING IRRIGATIONDITCHES2SPILL CURBCATCH CURBFOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGIN-1584)KEY NOTESTHE WASTE SEEPAGE WATER RIGHTS CONVEYED VIA THEEXISTING DITCH THROUGH THE PROPERTY TO BEABANDONED UPSTREAM AT REQUEST OF BUFFALO RUNBOZEMAN LLC, BOZEMAN HAUS TWO LLC, AND OTHERCONSENTING UPSTREAM USERS. THE OWNERS OF THESEWATER RIGHTS SHALL FILE OFFICIAL ABANDONMENTPAPERWORK WITH THE STATE IF ELECTING TO DO SO. IFWATER RIGHTS WISH TO BE PRESERVED, THE USERSHALL PROVIDE AN EXIT CHANNEL PATH TO THE EXISTINGEAST FOWLER LANE BARROW DITCH SO NO ADDITIONALFLOW WILL BE PROVIDED IN THE CURRENT DITCH.EXISTING IRRIGATION DITCHES CONVEY A COMBINATIONOF IRRIGATION WATER FROM THE MIDDLE CREEK DITCHCOMPANY AND ADDITIONAL PRIVATE WATER RIGHTS. THEDITCHES SHALL BE COMBINED SOUTH OF THE PROJECTAND CONVEYED ON THE WEST SIDE OF FOWLER LANETHROUGH THE PROJECT AREA. DIVERSION CULVERTSFROM THE WEST DITCH TO THE EAST DITCH OF FOWLERLANE SHALL BE PRESERVED FOR CURRENT USERS, ANDAN ADDITIONAL CULVERT DIVERSION SHALL BE PROVIDEDNEAR STUCKY ROAD TO CONVEY FLOW TO THE EXISTINGEASTERN DITCH FOR MSU IRRIGATION WATER RIGHTSPURPOSES.6" PVC CULVERTDRAINAGE SWALEMAIL KIOSK PER ARCH.12SHADED AREA WAS REV IEWEDUNDER ADM IN ISTRAT IVEMODIF ICAT ION #23106THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.344355 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8WSDYHDYH8S8S8S8S DYHSSS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 8W 8W 8W 8W 8W 8W WS WS WS SS SS WS WS WS SS SSSSSSSSSSSSSSSSSSSSSSSSSSEEEEEEGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPEEBPEEEEBP BP UTIL UTIL UTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPSSSS 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWSWSWSWSSS SS SS SS SS SS WS WS WS WS WS WS WS WS WSWSFIREFIREFIREFIREWSWSWS FIREFIREFIREFIREFIRE WSWSWSSSSSWSWSFIREFIREFIREFIRE>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> >>>>>>>> >>>>>>>> >>>> > >> >>>>>>>>>>>>>>>> > > >>>>> > > >>>>FDCFDCADA RAMPADA RAMP>DDDDDDNO STEP1 STEP1 STEP1 STEP2 STEPS1 STEP1 STEP2 STEPS2 STEPS2 STEPS1 STEP2 STEPS1 STEP2 STEPS6 STEPS3 STEPS3 STEPS5 STEPS4 STEPS4 STEPS1 STEP2 STEPS2 STEPS2 STEPS2 STEPS2 STEPS2 STEPS1 STEP1 STEP1 STEP2 STEPS2 STEPS1 STEP1 STEP1 STEP1 STEP2 STEPS1 STEP2 STEPS4 STEPS1 STEP2 STEPS1 STEP4 STEPSNO STEPNO STEP1 STEPADA RAMP(REFER TO ARCH.)ADA RAMP(REFERTO ARCH.)1 STEP-2.18%-1.93%-1.30% -1.50% -1.88%-2.71%-1.62 %5000 50005000499550024999499949984997 4 9 9 8 6.5 LF OF15" RCP@ 0.3% SLOPESTORMTECH S-4ABOTTOM: 4998.25GW ELEV: 4997.14STORAGE: 4,901 CFSTORMTECH S-4BBOTTOM: 4998.83GW ELEV: 4997.51STORAGE: 5,800 CF6.0 LF OF12" A-2000 PVC@ 0.5% SLOPE34.5 LF OF12" A-2000 PVC@ 1.0% SLOPESTORMTECH S-MBOTTOM: 4999.44GW ELEV: 4998.23STORAGE: 710 CF-1.38% - 0 . 7 8% -1.63% -1.92% -1.50%-3.01%-1.63% -1.0% -1.0%SDMH-1148" Ø MHRIM: 5002.7712" INV IN (S) = 4999.448" INV OUT (N) = 4999.4412" INV OUT (W) = 4999.27SUMP DEPTH = 3.00'4.7 LF OF15" A-2000 PVC@ 0.3% SLOPE78.8 LF OF15" A-2000 PVC@ 0.3% SLOPE7.5 LF OF12" RCP@ -0.3% SLOPESTORMTECH R-2BOTTOM: 4997.41GW ELEV: 4996.84STORAGE: 4,413 CFSTORMTECH R-3BOTTOM: 4997.76GW ELEV: 4996.85STORAGE: 1,336 CFCOMBO-1648" Ø STRUCTUREGRATE FL ELEV = 5000.9112" INV IN (W) = 4998.258" INV OUT (S) = 4998.2512" INV OUT (E) = 4998.25SUMP DEPTH = 3.00'COMBO-1748" Ø STRUCTUREGRATE FL ELEV = 5001.6812" INV IN (E) = 4998.838" INV OUT (S) = 4998.8312" INV OUT (W) = 4998.83SUMP DEPTH = 3.00'INLET-02INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.2212" INV OUT (S) = 4997.94SUMP DEPTH = 1.50'INLET-1148" Ø STRUCTUREGRATE FL ELEV = 5003.3112" INV OUT (N) = 4999.82SUMP DEPTH = 1.50'COMBO-1848" Ø STRUCTUREGRATE FL ELEV = 5003.1612" INV IN (S) = 4999.7912" INV OUT (N) = 4999.79SUMP DEPTH = 1.50'INLET-16BINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.9712" INV OUT (E) = 4998.30SUMP DEPTH = 1.50'COMBO-2048" Ø STRUCTUREGRATE FL ELEV = 5001.7312" INV IN (E) = 4998.8312" INV OUT (W) = 4998.66SUMP DEPTH = 3.00'INLET-17AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5001.7112" INV IN (E) = 4998.8612" INV OUT (W) = 4998.85SUMP DEPTH = 1.50'INLET-17BINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5001.7512" INV OUT (W) = 4998.88SUMP DEPTH = 1.50'COMBO-1948" Ø STRUCTUREGRATE FL ELEV = 5000.9912" INV IN (W) = 4998.2512" INV OUT (E) = 4998.08SUMP DEPTH = 3.00'INLET-16AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.9412" INV IN (W) = 4998.2812" INV OUT (E) = 4998.27SUMP DEPTH = 1.50'UST-0448" Ø MHRIM: 5001.5115" INV IN (W) = 4997.4112" INV OUT (E) = 4997.248" INV OUT (S) = 4997.41SUMP DEPTH = 3.00'INLET-04INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.4312" INV OUT (W) = 4998.41SUMP DEPTH = 1.50'INLET-05INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.4312" INV OUT (E) = 4998.49SUMP DEPTH = 1.50'19.5 LF OF12" RCP@ 0.3% SLOPE19.5 LF OF12" RCP@ 0.3% SLOPE56.0 LF OF15" RCP@ 0.3% SLOPE126.9 LF OF15" A-2000 PVC@ 0.3% SLOPECOMBO-0248" Ø MHRIM: 5000.2215" INV IN (N) = 4997.6615" INV OUT (S) = 4997.66SUMP DEPTH = 1.50'15" INV IN (N) = 4997.67INV OUT (S) = 4997.67SUMP DEPTH = 1.50'UST-0348" Ø MHRIM: 5001.5515" INV IN (N) = 4997.4215" INV OUT (E) = 4997.42SUMP DEPTH = 1.50'SDMH-0248" Ø MHRIM: 5001.1615" INV IN (S) = 4998.0615" INV OUT (E) = 4998.06SUMP DEPTH = 1.50'SDMH-0348" Ø MHRIM: 5000.5712" INV IN (N) = 4997.8815" INV IN (W) = 4997.6815" INV OUT (S) = 4997.68SUMP DEPTH = 1.50'5.40-1.50%-0.30%-1.66%-0.60%5 0 0 4 500350025003 500450045003500450025001500250035003500350025002 50015003 4998499949984999500050015 0 0 2500250055005-1.33%4.153.723.683.573.513.332.041.731.732.043.273.213.042.972.732.813.033.112.862.603.413.733.843.783.613.543.303.393.603.682.802.812.504.224.223.754.653.403.401.341.441.511.561.631.731.041.061.111.131.311.331.381.401.651.691.871.902.072.092.112.112.022.002.382.292.942.952.862.834.204.224.153.603.753.603.513.513.515.503.403.403.403.333.463.403.593.593.593.533.473.233.093.073.173.053.103.103.023.073.073.151.371.401.401.421.451.451.881.921.922.242.272.272.342.402.401.401.401.931.931.821.821.921.891.771.741.251.251.611.611.471.471.611.581.461.431.751.751.691.692.252.251.651.692.162.252.102.102.712.712.592.582.702.672.542.522.342.342.392.392.242.242.382.352.222.203.633.633.563.001.101.064.334.334.844.624.864.471.000.920.971.011.000.921.010.982.862.863.333.402.932.933.403.683.403.332.692.772.402.292.542.522.272.162.201.950.880.922.672.763.333.303.203.242.952.863.513.403.433.523.903.813.883.783.253.342.500.910.872.121.862.842.602.492.442.102.102.252.252.872.932.742.692.452.651.431.471.491.481.481.471.361.421.371.301.101.111.171.201.401.431.491.521.731.771.861.902.312.352.492.532.953.001.471.411.511.531.091.121.521.572.312.361.311.191.251.050.870.871.051.251.391.282.622.622.762.762.662.702.582.521.621.621.181.181.471.361.481.420.900.911.501.501.501.501.901.902.102.102.602.602.232.232.001.922.001.501.471.501.491.491.491.461.461.981.981.941.831.822.182.222.222.183.103.103.073.093.093.052.602.602.572.592.592.575.503.515.055.103.433.411.731.691.631.592.382.961.901.441.391.531.601.561.581.561.641.591.582.382.342.402.402.242.262.261.881.901.691.691.421.441.371.391.341.342.392.471.942.022.522.011.912.592.302.902.152.131.351.623.564.604.605.093.433.465.053.403.332.052.481.622.403.123.102.944.104.603.544.192.402.422.732.792.722.732.813.332.482.994.164.253.104.625.405.405.402.995.365.34-1.48%-0.65%2.932.933.402.862.863.333.33-1.87% -1.71%-1.00%-1.50%-1.50%3.553.623.66-1.84%-0.89%INV: 2.16SWALE3.01EDGERTON AVENUE PROPOSEDBUILDING8 A/BPROPOSEDBUILDING9 A/BPROPOSEDBUILDING10 A/BPROPOSEDBUILDING11 A/BPROPOSEDBUILDING12 A/BPROPOSEDBUILDINGPROPOSEDBUILDINGFFF: 5002.90FF: 5002.75FF: 5002.75FF: 5003.60FF: 5003.40FF: 5003.50FF: 5006.40PROPOSEDBUILDINGEFF: 5004.10PROPOSEDBUILDINGCFF: 5005.50VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANORTH CENTRAL GRADING PLAN (2 OF 6)6475.00513C302LRHLRHMEE6/2025 3CURB & GRADING MODS - RESOLVE CARPORT COLUMNS CONFLICTS08/27/24LRH4CARPORT STRIPING & CURB CHANGES10/09/24JAZ5ADA PARKING, STRIPING, AND PEDESTRIAN RAMP MODS2/11/25LRH6PAVILION & PEDESTRIAN RAMP MODS6/10/25LRHLEE HAGEMAN48606JUNE 26, 2025LRH4CARPORT STRIPING & CURB CHANGES204010200SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C305MATCH LINE C301 MATCH LINE C301 TTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKSPILL CURBCATCH CURBKEY NOTESTHE WASTE SEEPAGE WATER RIGHTS CONVEYED VIA THEEXISTING DITCH THROUGH THE PROPERTY TO BEABANDONED UPSTREAM AT REQUEST OF BUFFALO RUNBOZEMAN LLC, BOZEMAN HAUS TWO LLC, AND OTHERCONSENTING UPSTREAM USERS. THE OWNERS OF THESEWATER RIGHTS SHALL FILE OFFICIAL ABANDONMENTPAPERWORK WITH THE STATE IF ELECTING TO DO SO. IFWATER RIGHTS WISH TO BE PRESERVED, THE USERSHALL PROVIDE AN EXIT CHANNEL PATH TO THE EXISTINGEAST FOWLER LANE BARROW DITCH SO NO ADDITIONALFLOW WILL BE PROVIDED IN THE CURRENT DITCH.EXISTING IRRIGATION DITCHES CONVEY A COMBINATIONOF IRRIGATION WATER FROM THE MIDDLE CREEK DITCHCOMPANY AND ADDITIONAL PRIVATE WATER RIGHTS. THEDITCHES SHALL BE COMBINED SOUTH OF THE PROJECTAND CONVEYED ON THE WEST SIDE OF FOWLER LANETHROUGH THE PROJECT AREA. DIVERSION CULVERTSFROM THE WEST DITCH TO THE EAST DITCH OF FOWLERLANE SHALL BE PRESERVED FOR CURRENT USERS, ANDAN ADDITIONAL CULVERT DIVERSION SHALL BE PROVIDEDNEAR STUCKY ROAD TO CONVEY FLOW TO THE EXISTINGEASTERN DITCH FOR MSU IRRIGATION WATER RIGHTSPURPOSES.12GRADE BREAKGRADE BREAK THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT. N0°01'33"E 665.57'SS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYH DYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W WS WS WSSSSSWSWSWSSSSS SSSSSSSSSSEEEEEGBPBPBP UTILUTILUTILUTIL UTIL UTIL UTILUTILUTILUTIL UTIL UTIL UTIL UTIL UTIL UTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILNG NG NG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPNGBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPEBPSSSSWSWSWSFIREFIRE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>> >FDCPROPOSEDBUILDINGFFF: 5006.40DDD2 STEPS1 STEP2 STEPS2 STEPS1 STEP1 STEP3 STEPS3 STEPS1 STEP2 STEPS2 STEPS4 STEPS4 STEPS3 STEPS1 STEP1 STEPNO STEPNO STEP4 STEPSNO STEP2 STEPS1 STEP5.00' SHLDR(TYP.)-1.16%-0.75%-1.73% - 2 . 0 7% - 2 . 0 7% -1.95%-1.62%5000500150 0 2 4998499949972.521.171.281.732.222.702.853.153.223.223.824.434.434.243.793.814.224.304.304.243.893.964.314.424.434.164.194.434.434.284.304.434.404.554.194.254.775.104.924.294.884.284.234.434.334.152.792.673.693.493.383.173.813.763.813.713.713.633.733.41-2.52%1.701.701.361.371.701.702.172.173.403.403.773.774.304.304.664.661.491.542.052.113.253.313.603.664.154.204.564.604.224.221.321.371.431.311.190.920.941.040.951.110.030.2399.7799.544.624.621.041.191.111.901.861.461.421.331.291.711.751.251.131.041.020.780.940.710.650.360.470.470.421.162.662.662.512.572.77-1.06%-1.29%1.952.002.002.002.002.392.392.552.552.352.372.502.531.791.792.712.712.852.852.672.692.822.851.281.201.091.170.780.840.540.560.370.4899.930.033.073.072.962.914.984.954.834.944.224.334.332.802.412.382.272.232.662.732.601.551.5567.7 LF OF15" RCP@ 0.3% SLOPE26.1 LF OF15" A-2000 PVC@ 0.3% SLOPE30.3 LF OF12" RCP@ 0.3% SLOPE26.7 LF OF12" A-2000 PVC@ 0.7% SLOPE36.3 LF OF12" A-2000 PVC@ 0.3% SLOPE30.7 LF OF12" RCP@ 0.3% SLOPESTORMTECH R-3BOTTOM: 4997.76GW ELEV: 4996.85STORAGE: 1,336 CFSTORMTECH R-6BOTTOM: 4996.72GW ELEV: 4996.64STORAGE: 929 CFSTORMTECH R-5INLET-03INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.5212" INV OUT (S) = 4998.33SUMP DEPTH = 1.50'INLET-09INSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5000.6912" INV OUT (E) = 4997.14SUMP DEPTH = 1.50'99.4798.9198.8499.2798.0297.5397.5598.0598.2097.7097.6998.1999.2798.8498.9399.4798.3697.1798.3099.3499.3398.4797.1698.1199.4999.5098.2798.1397.5897.5798.9598.8997.7497.74UST-0648" Ø MHRIM: 5002.4215" INV IN (NE) = 4997.768" INV OUT (W) = 4997.7612" INV OUT (S) = 4997.59SUMP DEPTH = 3.00'UST-0548" Ø MHRIM: 5002.3415" INV IN (N) = 4997.8415" INV OUT (SW) = 4997.84SUMP DEPTH = 1.50'COMBO-0348" Ø STRUCTUREGRATE FL ELEV = 5000.5512" INV IN (N) = 4998.2415" INV OUT (S) = 4998.04SUMP DEPTH = 1.50'COMBO-0848" Ø STRUCTUREGRATE FL ELEV = 5000.6912" INV IN (W) = 4996.9212" INV OUT (NE) = 4996.92SUMP DEPTH = 1.50'UST-0748" Ø MHRIM: 5000.5512" INV IN (SW) = 4996.7212" INV IN (N) = 4996.728" INV OUT (S) = 4996.728" INV OUT (E) = 4996.72SUMP DEPTH = 3.00'COMBO-0548" Ø STRUCTUREGRATE FL ELEV = 4999.6412" INV IN (NE) = 4996.8312" INV OUT (S) = 4996.83SUMP DEPTH = 1.50'COMBO-0448" Ø STRUCTUREGRATE FL ELEV = 4999.1012" INV OUT (SW) = 4996.92SUMP DEPTH = 1.50'1.162.812.752.790.600.650.560.511.101.091.184.364.314.354.355.105.085.005.065.144.364.344.384.401.212.752.942.871.961.641.642.863.234.704.644.364.351.751.691.991.951.992.823.832.633.293.283.763.934.154.73-0.80%1.641.641.512.201.944.754.754.723.994.134.734.774.753.713.825.475.353.694.24-3.59%-3.18%-3.50%-5.42%-2.47%-2.36%-4.44%4.634.675004500 4 500 3 500 2 5000 5001 5002 5003 50025001500150015001499849995000499749984999500 05000 499849985000499849994999 5001 5000500350035003500250055005-0.03%-1.05%4.214.144.184.294.224.284.834.394.414.364.405.152.853.683.684.154.223.753.754.15-1.31%-0.03%500149994998500398.8499.233.222.8498.59 MEG98.40 MEG99.12 MEG0.05 MEG0.91 MEG1.95 MEGGB 98.5930.0 LF OF12" RCP@ 0.7% SLOPEGB 99.0498.62 MEG99.581.970.72GABRIEL AVENUE PROPOSEDBUILDING13 A/BPROPOSEDBUILDING14 A/BPROPOSEDBUILDINGMPROPOSEDBUILDINGGPROPOSEDBUILDINGIPROPOSEDFF: 5003.50FF: 5003.75FF: 5005.60FF: 5004.80FF: 5003.20500150004999500250035001.55000.54999.54998.55002.5-2.0%-2.0%-5.4%- 3 . 6% -2 . 6% -5.0%-25.0%-25.0%-3.6%-25.0%-28.2%-0.5%-1.9%-1.9%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANE GRADING PLAN (3 OF 6)6475.00514C303DSLHMEE6/2025 2WATER ENTRY ROOM GRADING MODIFICATIONS06/17/24JAZ4CARPORT STRIPING & CURB CHANGES10/09/24JAZ5ADA PARKING, STRIPING, AND PEDESTRIAN RAMP MODS2/11/25LRH6MEADOW CREEK PARK MODIFICATIONS6/10/25LRHLEE HAGEMAN48606JUNE 26, 2025JAZ4CARPORT STRIPING & CURB CHANGES204010200SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C306MATCH LINE C302 TTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKSPILL CURBCATCH CURBNORTH LID PONDSEE DETAIL 1 THIS SHEET1-LID POND X-SECTIONSCALE: N.T.S.8" THICK SECTION OF 1-1/2" LANDSCAPE ROCK6" THICK SECTION OF CRUSHER FINES6" MINIMUM SCARIFIED ANDCOMPACTED NATIVE SOILSHEAVY DUTY WEED BARRIER FABRICSOUTH LID PONDSEE DETAIL 1 THIS SHEETKEY NOTES6" D50 RIPRAP (6" THICK SECTION) FORFIRST 10' FROM CURB CUTS INTO BASIN1111110' (TYP.)10' (TYP.)GRADEBREAK GRADE BREAK GRADE BREAK THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.PARK GRADING EXTENTSMULTI-USE PLAY FIELDS E E L A N D S C A P I N G P L A N S N89°52'06"E 1330.04'N0°06'25"W 665.51'DYH S15S15S15S15S8W8W8W8W8W8W8W8W8W8W8W8W8W8W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6W6WDYH SSEEGBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP UTIL UTIL NGNGBPBPBPBPNGNGDYHSSSSSSSSSSSS6W6WUD15S15S15S15S15S15S15S15S15S15S15S15S15S15SIRIR8W 8W 8W8W8W8W8W8W8W8W8W8W8W6W6WFIREFIREFIRE FIRE WS UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD>>>>>>>>>>>>>>>>>>>>> > > > > > >>> > > > > > > > FDC FDC DOWNSPOUT >>>>[][][][][][][][][][][][][][][][]D18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDD GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK 2 STEPS3 STEPS2 STEPS2 STEPS2 STEPS3 STEPS4 STEPS4 STEPS3 STEPSADA RAMP(REFER TO ARCH.)ADA RAMP(REFER TO ARCH.)-0.8 2 %-0.97%-0.95%-1 .47%-1.41%-1.61%-0.90%-3.03%-1.7 6 %-2.72%-1.19%-1 .64%-1.72%-1.41%-1 .60% -2. 3 4 %500050055005 50035002 50045 0 0 4 50025003 500347.0 LF OF15" RCP@ 0.4% SLOPE5.044.984.874.734.985.104.764.304.815.425.565.335.165.255.356.115.886.026.246.416.266.176.156.226.817.467.487.606.906.786.786.906.906.786.786.906.906.136.136.306.246.096.556.666.426.026.046.305.135.325.205.015.335.205.145.735.905.735.916.116.106.216.286.456.484.924.935.025.575.665.745.816.356.386.266.456.176.466.465.815.816.056.056.636.63-0.9%6.507.007.008.007.007.007.007.006.626.546.686.866.646.766.666.766.786.065.655.783.833.683.736.506.656.135.855.725.715.665.213.925.314.975.025.204.393.984.113.884.794.823.793.733.623.724.073.914.345.215.293.233.953.943.763.833.836.236.646.656.186.545.996.086.206.575.986.416.476.506.526.536.586.283.945.285.285.245.355.395.937.007.005.93INLET-13BINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5004.1212" INV OUT (W) = 5002.13SUMP DEPTH = 1.50'INLET-13AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5004.1312" INV OUT (E) = 5002.13SUMP DEPTH = 1.50'SDMH-0848" Ø MHRIM: 5004.7415" INV IN (N) = 5001.738" INV OUT (S) = 5001.7312" INV OUT (E) = 5001.5612" INV OUT (W) = 5001.56SUMP DEPTH = 3.00'COMBO-1348" Ø STRUCTUREGRATE FL ELEV = 5004.1012" INV IN (W) = 5002.1212" INV IN (E) = 5002.1215" INV OUT (S) = 5001.92SUMP DEPTH = 1.50'223.5 LF OF18" A-2000 PVC@ 1.6% SLOPE 6.676.856.906.90-0.4%6.606.476.676.754.875.215.315.436.035.815.684.554.504.224.285.255.855.135.95-0 .93%STORMTECH S-2BOTTOM: 5001.73GW ELEV: 5001.14STORAGE: 3,887 CF-1.20% -1.19%-2.18%FSD-0348" Ø STRUCTUREGRATE FL ELEV = 5003.8718" INV IN (S) = 4999.1018" INV OUT (N) = 4999.10SUMP DEPTH = 1.50'6.806.868.006.426.845.805.916.066.486.556.357.187.527.436.696.695.926.316.215.425.965.966.326.555.104.944.694.893.783.854.714.885.595.483.913.833.825.575.636.717.577.577.627.626.586.636.855001500250035004500550065007500 3 5 0 0 4 5 0 0 550055006 50 0 6 500750075 0 0 5500550 055.966.596.136.196.256.386.036.847.006.496.816.106.196.29-1.94%6.096.096.536.456.466.10-0.4%-0.7%-0.7%-0.8%6.603.903.903.963.953.943.783.944.154.174.084.053.963.943.823.853.913.913.984.004.044.073.904.244.134.013.994.073.153.073.183.443.473.703.364.404.47-2. 3 5 %-1.34%0.01%- 0 . 8 3% -1.47%-1.64%3.88SWALE3.69-2.61%INV: 2.75INV: 2.49-1.25%-1.80 % -3 .18%-4.50%-4.11%-1 . 8 4 %-0.87%-1.24%-1.35%-1.79%-1.39% -0.82%-0.89%- 0 . 4 0%-0.61%-0.6 8 %-1.43%-0.41%PROPOSEDBUILDINGHPROPOSEDBUILDINGAFF: 5008.00FF: 5008.00GRADE BREAKGRADE BREAKVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASW GRADING PLAN (4 OF 6)6475.00515C304DSLHMEE6/2025 2WATER ENTRY ROOM GRADING MODIFICATIONS06/17/24JAZ4CARPORT STRIPING & CURB CHANGES10/09/24JAZ5ADA PARKING, STRIPING, AND PEDESTRIAN RAMP MODS2/11/25LRH6PAVILION GRADING MODS6/10/25LRHLEE HAGEMAN48606JUNE 26, 2025JAZ4CARPORT STRIPING & CURB CHANGES204010200SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C301MATCH LINE C305 KEY NOTESTHE WASTE SEEPAGE WATER RIGHTS CONVEYED VIA THEEXISTING DITCH THROUGH THE PROPERTY TO BEABANDONED UPSTREAM AT REQUEST OF BUFFALO RUNBOZEMAN LLC, BOZEMAN HAUS TWO LLC, AND OTHERCONSENTING UPSTREAM USERS. THE OWNERS OF THESEWATER RIGHTS SHALL FILE OFFICIAL ABANDONMENTPAPERWORK WITH THE STATE IF ELECTING TO DO SO. IFWATER RIGHTS WISH TO BE PRESERVED, THE USERSHALL PROVIDE AN EXIT CHANNEL PATH TO THE EXISTINGEAST FOWLER LANE BARROW DITCH SO NO ADDITIONALFLOW WILL BE PROVIDED IN THE CURRENT DITCH.EXISTING IRRIGATION DITCHES CONVEY A COMBINATIONOF IRRIGATION WATER FROM THE MIDDLE CREEK DITCHCOMPANY AND ADDITIONAL PRIVATE WATER RIGHTS. THEDITCHES SHALL BE COMBINED SOUTH OF THE PROJECTAND CONVEYED ON THE WEST SIDE OF FOWLER LANETHROUGH THE PROJECT AREA. DIVERSION CULVERTSFROM THE WEST DITCH TO THE EAST DITCH OF FOWLERLANE SHALL BE PRESERVED FOR CURRENT USERS, ANDAN ADDITIONAL CULVERT DIVERSION SHALL BE PROVIDEDNEAR STUCKY ROAD TO CONVEY FLOW TO THE EXISTINGEASTERN DITCH FOR MSU IRRIGATION WATER RIGHTSPURPOSES.6" PVC CULVERTDRAINAGE SWALEPAVILION STRUCTURE - REFER TO ARCHITECTURAL12EXISTING PERFORATED DRAINTO BE PRESERVEDEXISTINGPOND1EXISTING IRRIGATION/BARROW DITCHES2FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALORIGINALLY SUBMITTEDDECEMBER 30, 2021NEW PONDTTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKSPILL CURBCATCH CURBEXISTING WASTE & SEEPAGEIRRIGATION LATERAL1SHADED AREA WAS REV IEWEDUNDER ADM IN ISTRAT IVEMODIF ICAT ION #23106STEPS(QTY = 2)THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.334545 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSDYH6W6WS8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WS8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WD YHSSSSSSSSEE EEEGNG NG NGNGNGNGNGNGNGNGNGNGNGNGNGBP BPNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILBPBPBPBPBPBPBPBPBPBPBP SSSSSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8Scoco8W8W8WWSWSWSFIREFIREFIREWSFIREFIREFIREFIREFIREWSWSWSFI R E FI R E FI R E FIREWSWSWSWSWS WS SSSSWSSS SS FIREFIREFIREFIREFIREFIREFIREWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>> > > > > >>>>>>>>> > >FDCFDCFDCADA RAMP>[][][][][][][][][][][][][][][][][][][][]PROPOSEDBUILDINGDPROPOSEDBUILDINGBFF: 5008.45FF: 5007.00DD2 STEPS4 STEPS3 STEPS3 STEPS3 STEPS3 STEPS2 STEPS3 STEPS2 STEPS3 STEPS5 STEPS5 STEPS5 STEPS2 STEPS1 STEPNO STEPNO STEP2 STEPS1 STEP1 STEP1 STEPNO STEP1 STEPADA RAMP(REFER TO ARCH.)ADA RAMP(REFER TO ARCH.)ADA RAMP(REFER TO ARCH.)2 STEPS2 STEPSNO STEPNO STEPNO STEP-1.75% -1. 0 4 % -1.11%-1.60%-2.34%-1.60%-4.03%-1.77%-1.57%5005500550035003500250025005 500525.9 LF OF15" RCP@ 0.5% SLOPEUST-0848" Ø MHRIM: 5004.8712" INV IN (SW) = 5000.738" INV OUT (E) = 5000.7312" INV OUT (N) = 5000.56SUMP DEPTH = 3.00'26.8 LF OF12" A-2000 PVC@ 0.5% SLOPE27.8 LF OF12" RCP@ 0.5% SLOPESTORMTECH R-4BOTTOM: 5000.73GW ELEV: 4999.75STORAGE: 1,463 CFSTORMTECH S-3ABOTTOM: 5002.25GW ELEV: 5001.62STORAGE: 3,970 CF-1.32%-1.33%-0.98%-2.70%4.764.304.815.426.816.966.636.516.516.637.126.826.476.606.416.296.795.875.446.326.326.436.476.326.236.276.366.126.125.865.86-1.58%-1.58%- 1 . 0 5%3.463.705.936.036.496.545.895.846.006.005.555.556.786.736.976.927.587.327.587.366.056.056.636.637.097.096.896.897.567.565.435.47-0.7%-1.0%-0.7%0.6%7.077.276.056.186.026.085.005.004.124.504.504.164.014.093.803.733.653.863.944.214.264.334.294.554.484.554.605.505.004.724.674.784.744.344.194.534.654.714.764.734.844.904.964.925.145.174.994.934.865.004.864.324.445.004.374.373.953.943.863.903.713.233.763.653.463.023.023.235.004.863.833.836.396.405.956.246.246.076.086.026.126.606.606.316.236.166.337.106.566.446.446.386.526.646.646.586.565.355.784.834.835.035.038.208.208.208.208.208.208.208.208.078.088.088.137.727.727.767.527.457.457.787.848.078.078.078.058.037.967.978.017.277.457.457.317.297.387.237.227.327.577.627.217.457.458.038.088.138.088.208.147.377.377.737.767.197.237.217.147.097.097.097.167.267.327.437.677.627.547.737.537.707.737.997.947.487.387.377.417.407.347.317.297.267.077.107.457.207.197.096.696.506.476.667.106.996.506.526.706.626.646.906.807.327.108.308.077.687.067.107.226.866.747.217.126.376.096.295.305.275.164.784.704.837.227.077.006.857.247.187.417.477.507.447.287.226.666.907.058.138.138.148.148.148.148.158.155.825.827.526.987.327.367.567.027.027.226.686.736.776.806.436.466.886.016.225.706.266.266.156.196.045.845.705.395.615.715.856.356.165.675.564.875.405.544.985.20COMBO-0648" Ø STRUCTUREGRATE FL ELEV = 5003.5412" INV IN (W) = 5000.8612" INV OUT (NE) = 5000.86SUMP DEPTH = 1.50'COMBO-0748" Ø STRUCTUREGRATE FL ELEV = 5003.5712" INV OUT (E) = 5001.00SUMP DEPTH = 1.50'12" INV IN (S) = 4999.7912" INV OUT (N) = 4999.79SUMP DEPTH = 1.50'INLET-15AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5005.7012" INV OUT (E) = 5003.43SUMP DEPTH = 1.50'INLET-14AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5004.9312" INV OUT (E) = 5002.61SUMP DEPTH = 1.50'INLET-14BINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5004.9512" INV OUT (W) = 5002.61SUMP DEPTH = 1.50'SDMH-0948" Ø MHRIM: 5005.2915" INV IN (N) = 5002.258" INV OUT (E) = 5002.2512" INV OUT (S) = 5002.08SUMP DEPTH = 3.00'COMBO-1448" Ø STRUCTUREGRATE FL ELEV = 5004.8912" INV IN (W) = 5002.5812" INV IN (E) = 5002.5815" INV OUT (S) = 5002.38SUMP DEPTH = 1.50'3.824.014.024.157.187.526.396.495.675.806.136.566.856.936.85???6.88???5.355.306.506.546.545.965.775.195.165.13-1.50%-1.10%-2.83%-3.27%4.474.424.774.885.404.004.003.844.534.256.296.306.086.086.746.597.006.415.775.346.207.237.156.927.57-0.60%-4.24% -5.49%-1.13%-0.60%-1.35%-0.66%-0.88%-0.66%-4.28% -4.61% 500650065006 50 0 5 5 0 0 6 5005500650055006500550065006 50 0 8 50075008500650075 0 0 6 5 0 0 45004500650075007 5007500350068.627.767.788.086.646.296.606.606.345.417.217.148.208.208.258.257.567.567.087.136.376.176.376.396.696.987.047.026.486.496.566.296.226.246.807.177.656.666.707.257.106.756.186.608.15-1.0%-0.7% -0.0% -0.5% -0.7% -0.9%-1.0%-0.9%7.337.377.073.903.903.963.953.943.88SWALE3.69-1.84%-0.87%-0.82%-0.89%-0.61%-0.68%PROPOSEDBUILDINGJPROPOSEDBUILDINGNFF: 5007.60FF: 5008.70VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASOUTH CENTRAL GRADING PLAN (5 OF 6)6475.00516C305LRHLRHMEE6/2025 5ADA PARKING MODIFICATIONS1/14/25LRH6ADA PARKING & STRIPING MODS2/11/25LRH7BUILDING B ADA RAMP MODS4/18/25JAZ8PAVILION GRADING MODS6/10/25LRHLEE HAGEMAN48606JUNE 26, 2025LRH6ADA PARKING & STRIPING MODS204010200SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C302MATCH LINE C306 MATCH LINE C304EXISTING PERFORATED DRAINTO BE PRESERVEDTTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKSPILL CURBCATCH CURBGRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAKGRADE BREAK GRADE BREAK THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT. N89°52'06"E 1330.04'N0°01'33"E 665.57'S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYHDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WS8W8W8W8W8W8W8W8W8W8W8WSSSSSSSSSSSSEEEEEEGBPBPBPBPNGBPBPBPBPBPBPBPBPBPBPBPBP UTILUTIL UTIL NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8SSSSSSSSS SS WSWSFIREFIREFIREFIREFIRE>>>>>>>>>>>>>>>>>>>>>>>FDCFDCFF: 5006.40DDNO STEP1 STEP1 STEP1 STEP2 STEPS3 STEPS3 STEPS3 STEPSNO STEPNO STEPNO STEPNO STEP3 STEPS3 STEPS2 STEPS2 STEPS1 STEP1 STEP1 STEPNO STEPNO STEP3.00' SHLDR(TYP.)5005500550025 0 0 3 50075006 5 0 0 8 500150 02 50085008.50 SDMH-1048" Ø MHRIM: 5006.0315" INV IN (N) = 5003.098" INV OUT (S) = 5003.0912" INV OUT (E) = 5002.9212" INV OUT (W) = 5002.92SUMP DEPTH = 3.00'20.2 LF OF15" RCP@ 0.6% SLOPESTORMTECH S-3BBOTTOM: 5003.09GW ELEV: 5002.29STORAGE: 4,952 CF-1.36%-1.51%-5.59%-1.78% -1 .7 9% - 1 . 84% -2.52%-0.3%6.286.406.606.386.806.806.456.336.506.206.806.306.186.156.226.046.206.205.995.936.055.916.006.005.925.865.945.785.875.875.795.735.827.987.478.498.498.508.508.278.228.348.288.388.395.585.367.106.466.166.166.487.307.307.176.586.597.147.437.437.186.746.767.247.427.507.627.046.116.407.558.318.387.968.048.408.498.218.278.558.618.569.189.189.138.918.838.927.947.867.747.538.269.139.008.028.029.009.118.227.477.477.948.336.906.667.347.277.087.197.197.345.178.468.468.828.874.744.884.894.755.065.205.335.055.205.336.676.727.577.618.478.487.027.066.816.817.187.187.727.728.508.508.728.648.558.458.508.508.518.638.608.558.638.555.295.205.085.235.495.945.835.875.996.256.286.346.326.394.464.575.034.904.584.474.915.045.205.087.497.497.997.997.317.357.837.873.57 MEG3.66 MEG5.205.26UST-0948" Ø MHRIM: 5005.3712" INV IN (SE) = 5001.598" INV OUT (W) = 5001.5912" INV OUT (N) = 5001.42SUMP DEPTH = 3.00'27.9 LF OF12" A-2000 PVC@ 0.3% SLOPE23.7 LF OF12" A-2000 PVC@ 0.3% SLOPESTORMTECH R-5BOTTOM: 5001.59GW ELEV: 5000.63STORAGE: 1,454 CFCOMBO-1548" Ø STRUCTUREGRATE FL ELEV = 5005.6712" INV IN (E) = 5003.4112" INV IN (W) = 5003.4115" INV OUT (S) = 5003.21SUMP DEPTH = 1.50'INLET-15BINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5005.7012" INV OUT (W) = 5003.43SUMP DEPTH = 1.50'INLET-15AINSIDE DIMS. = 3' X 2'GRATE FL ELEV. = 5005.70INV OUT (E) = 5003.43SUMP DEPTH = 1.50'COMBO-1048" Ø STRUCTUREGRATE FL ELEV = 5004.7612" INV IN (E) = 5001.6712" INV OUT (NW) = 5001.67SUMP DEPTH = 1.50'5.385.515.525.415.28COMBO-0948" Ø STRUCTUREGRATE FL ELEV = 5004.7612" INV OUT (W) = 5001.74SUMP DEPTH = 1.50'6.088.588.538.708.668.508.358.408.358.406.467.455.40-0.80%5.896.066.165.727.207.39-0.60%-4.68%-5.49%-3.96%-6.31%7.647.587.367.327.367.427.447.717.367.617.217.90-0.60%-2.08%-5.54%-6.49%6.986.588.267.547.277.608.868.568.908.558.498.488.558.898.998.508.978.408.639.08500850085008500950075008 50075007500650 0 550065007 5008 500850085008 5006500650055006 5007 8.897.226.698.558.979.027.309.01-4.32%-2.83%-2.96%-2.14%-1.34%8.559.279.369.369.268.598.257.707.557.458.158.109.027.508.258.157.387.408.558.558.258.668.70500450035006GB 3.11GB 3.173.23GB 3.49GB 3.433.544.105.545.245.415.585.675.505.415.50GB 5.41GB 5.506.376.445.184.02 MEG??? MEG4.21 MEG2.60 MEG2.28 MEG2.91 MEG2.93 MEG3.46 MEGGB 5.193.61 MEGGB 5.273.70 MEGGB 3.955.39 MEGGB 5.275.19 MEG4.79 MEG4.52 MEG4.34 MEGGB 2.72FET INV 2.21FET INV 2.30FET INV 4.01FET INV 4.343.175.18 MEGGB 5.21PROPOSEDBUILDINGKPROPOSEDBUILDINGLPROPOSEDBUILDINGOFF: 5006.40FF: 5009.50FF: 5009.00FF: 5007.8050035004 5004 500450055004.55003.55004.55003.5 5005.5 -1.8% -1.9%-3.0%-1.0%-1.0%-0.8%-2.8%-0.0%-1.5% -1.5%-0.8%-0.7%-25.5% -1.0% -1.8% -1.0%-5.2% -11.6% -9.1%-25.0%-25.0%-28.2%-3.1%-4.0% -4.2%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C300 GRADING PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASE GRADING PLAN (6 OF 6)6475.00517C306DSLHMEE6/2025 1GRADING MODS TO MATCH ARCH S.T. MANIFOLDS03/05/24LRH2WATER ENTRY ROOM GRADING MODIFICATIONS06/17/24JAZ3ADA PARKING & STRIPING MODS2/11/25LRH4 MEADOW CREEK PARK MODS 5/13/25 LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM GRADING MODIFICATIONS204010200SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C303MATCH LINE C304 TTRANSITIONCURB (T)LEGENDLAYDOWN CURBFLOW LINEPROPOSED CONTOUR (WHOLE)>>>>>>>>XXGRADE BREAKSPILL CURBCATCH CURBD OG P A R K S E E L A N D S C A P I NGPLAN BASKETBALLCO U R TSEE LANDSCAPINGP L A N S GRADE BREAK GRADE BREAK THIS SITE HAS BEEN DESIGNED TO BEACCESSIBLE TO INDIVIDUALS WITHDISABILITIES IN ACCORDANCE WITH THEAMERICANS WITH DISABILITIES ACT.PARK GRADING EXTENTS12" CMP CULVERT22 LF @ 1.5%12" CMP CULVERT32 LF @ 0.3%6.0' GRAVEL PATHWITH 1' SHOULDER EACH SIDE(SEE LANDSCAPE DRAWINGS FOR DETAILS)MULTI-USE PLAY FIELDSEE LANDSCAPINGPLANSPROPERTY LINE EWWWWWGTTW8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SSDYH DYHDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S 15S15S15S16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6WDYH SS WS WS SS SSSSSSSSSSSSEEEEEEEGGBP BP BP BP BP BP BP BP BPBPBPEEBP EEUTIL UTILUTILUTILUTILUTIL NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGUTILUTILUTILUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP UTILUTILUTILUTILUTILUTILBPBPNGSSSSSSSSSSSSSWSWSWS WS WSWSWSWSSS WS WSWSFIREFIREFIREWSWSW>> >>>>>>>>>>>>>>>>>>>>>>>>>> >>>>> >>>>>>>>>>>ADA RAMPADA RAMP>>EXISTING 20' PUBLIC STREETAND UTILITY EASEMENT10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENTDDDDDDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD15SDDD DDDDDFOWLER LANE KURK DRIVEEDGERTON AVENUE PROPOSEDBUILDING1A/BPROPOSEDBUILDING2 A/BPROPOSEDBUILDING3 A/BPROPOSEDBUILDING7 A/BCOMMUNITYCENTERPROPOSEDBUILDINGEPROPOSEDBUILDINGCPROPOSEDBUILDING8 A/BPROPOSEDBUILDING4 A/BPROPOSEDBUILDING5 A/BPROPOSEDBUILDING6 A/BPROPOSEDPONDEXISTING 10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT60' PUBLIC ACCESS ANDUTILITY EASEMENT25' FILL SLOPE EASEMENTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANW UTILITY PLAN (1 OF 5)6475.00518C401DAHLRHMEE6/2025 1DUPLEX WATER AND SEWER SERVICE RELOCATIONS FOR WATER ENTRY08/03/23LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.06/25/2024LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.306015300SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C403MATCH LINE C402Know what'sbelow.before you dig.CallRPROPOSED WATER SERVICE,SEE PLUMBING PLANS FOR CONTINUATION,(TYP)PROPOSED 8" SEWER MAIN,(TYP)PROPOSED 8" WATER MAIN,(TYP)PROPOSED SANITARY SEWER MANHOLE,(TYP)PROPOSED FIRE HYDRANT,(TYP)PROPOSED ELECTRIC UTILITY METER,(TYP)TIE INTO EXST NATURAL GAS LINEPROPOSED NATURAL GAS LINE,(TYP)PROPOSED BURIED POWER LINE,(TYP)EXISTING WELL (PRESERVE)KEY NOTESANTICPATED WATER METER AND VALVES LOCATED WITHINCRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)SEWER SERVICES SHALL BE 4" DIAMETER UNLESSOTHERWISE NOTED11.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTHAND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO 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 OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL)DUPLEX = 1.5"; COMMUNITY CENTER = 2"; BUILDINGS A, B, C & D = 4"; BUILDINGS E, F, G, H, K, & L = 2"; BUILDINGS I, J, M, N, & O = 1.5"GENERAL NOTES:1FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGINF-1584)PROPOSED 2" WATER SERVICEPROPOSED FIRE HYDRANT,(TYP)PROPOSED WATER SERVICE (TYP.)2PROPOSED 4" FIRE SERVICEUTILITY ROOMINSIDE DIMS.: 19.00' X 9.46'TIE INTO EXST NATURAL GAS LINENEW BURIED POWER AND GASSERVICES TO EXISTING BUILDINGPROPOSED STORM DRAIN(TYP)PROPOSED TEMPORARY WATER EASEMENTAND TEMPORARY BLOWOFF HYDRANT (TYP)PROPOSED UNDERGROUNDSTORMWATER TREATMENTSYSTEM (TYP)PROPOSED SANITARY SEWER SERVICE,SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING,(TYP)2PROPOSED SEWER SERVICE (TYP.) DYH WVWVSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S DYH DYH DYH8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WSSS8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSWSSS WS WS SS WS WS SS WS WS SS SSSSEEEEEEGEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPNGBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBPBP E8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSWS WSWSWSWSWS SSFIREFIREFIREWSWSSSWSWSWSWSFIREFIREFIRE>>>>> >>>> >>>>> >>>>>>>>>>>>>>>>>> >>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>FDCFDCFDCADA RAMPADA RAMP30' PEDESTRIAN &UTILITY EASEMENTDDDDGABRIEL AVENUE KURK DRIVEPROPOSEDBUILDINGCPROPOSEDBUILDING9 A/BPROPOSEDBUILDING10 A/BPROPOSEDBUILDING11 A/BPROPOSEDBUILDING12 A/BPROPOSEDBUILDING13 A/BPROPOSEDBUILDING14 A/BPROPOSEDBUILDINGMPROPOSEDBUILDINGGPROPOSEDBUILDINGIPROPOSEDBUILDINGF10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANANE UTILITY PLAN (2 OF 5)6475.00519C402DAHLRHMEE6/2025 1DUPLEX WATER AND SEWER SERVICE RELOCATIONS FOR WATER ENTRY08/03/23LRH2MOVE SVCS TO MATCH M.E.P.03/05/24LRH3WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.06/25/2024LRH LEE HAGEMAN48606JUNE 26, 2025LRH2MOVE SVCS TO MATCH M.E.P.306015300SCALE IN FEETRECORD DRAWING6/2025PROPOSED FIRE SERVICE,(TYP)PROPOSED SANITARY SEWER MANHOLE,(TYP)PROPOSED 8" SEWER MAIN,(TYP)PROPOSED 8" WATER MAIN,(TYP)PROPOSED ELECTRICUTILITY METER,(TYP)PROPOSED FIRE HYDRANT,(TYP)PROPOSED NATURAL GAS LINE,(TYP)PROPOSED NATURAL GAS LINE,(TYP)PROPOSED BURIED POWER LINE,(TYP)PROPOSED BURIED POWER LINE,(TYP)MATCH LINE C404MATCH LINE C401 Know what'sbelow.before you dig.CallRKEY NOTESANTICPATED 1.25" DOMESTIC WATER METER AND VALVES LOCATEDWITHIN CRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)ANTICPATED 2" DOMESTIC WATER METER AND VALVES LOCATEDWITHIN CRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)SEWER SERVICES SHALL BE 4" DIAMETER UNLESS OTHERWISENOTED11.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTHAND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO 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 OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL)DUPLEX = 1.5"; COMMUNITY CENTER = 2"; BUILDINGS A, B, C & D = 4"; BUILDINGS E, F, G, H, K, & L = 2"; BUILDINGS I, J, M, N, & O = 1.5"GENERAL NOTES:2PROPOSED 4" FIRE SERVICEPROPOSED 4" FIRE SERVICE3PROPOSED 2" WATER SERVICEPROPOSED 4" WATER SERVICEPROPOSED FIRE HYDRANT,(TYP)EXISTING FIRE HYDRANT(PRESERVE)PROPOSED FIRE HYDRANT,(TYP)PROPOSED SEWER SERVICE,(TYP)3PROPOSED SEWER SERVICE,(TYP)NEW 8" GATE VALVE. CONNECTTO EXISTING WATER MAINUTILITY ROOMINSIDE DIMS.: 20.00' X 7.04'UTILITY ROOMINSIDE DIMS.: 22.25' X 7.50'UTILITY ROOMINSIDE DIMS.: 10.24' X 6.92'PROPOSED WATER SERVICEPROPOSED TEMPORARY WATER EASEMENTAND TEMPORARY BLOWOFF HYDRANT (TYP)PROPOSED UNDERGROUNDSTORMWATER TREATMENTSYSTEM (TYP)PROPOSED LID POND WITH CURBCUT AND RIP RAP AS SHOWNPROPOSED STORM DRAIN MAIN(TYP)UTILITY ROOMINSIDE DIMS.: 17.00' X 10.21'UTILITY ROOMINSIDE DIMS.: 10.24' X 7.08' [][][][][][][][][][][][][][][][][][][]W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYHSDYHDYHS15S15S15S 15S8W8W8W8W8W8W8W8W8W6W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6WDYH S8W8W8W8W8W8W8W8W8W8WSSSSSSEEEEEGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP UTIL UTILUTILUTIL UTIL UTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBPBP BPBP BPBPBPNGDYHSSSSSSSS6WUD15S15S15S15S15S15S15S15S15S15S15SIRIRIR8W8W 8W8W8W8W8W8W8W6WWSWSFIREFIREWSFIRE WS >>>>>>>>>>>> >>>> > > > > > >>>>>>>>ADA RAMPFDC FDC DOWNSPOUT >>>>EXISTING 20' PUBLIC STREETAND UTILITY EASEMENTEXISTING 10' PUBLICUTILITY EASEMENTDDD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDD PROPOSEDBUILDINGDPROPOSEDBUILDINGBPROPOSEDBUILDINGHPROPOSEDBUILDINGA30' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT10' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT30' WATER LINEEASEMENTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASW UTILITY PLAN (3 OF 5)6475.00520C403DAHLRHMEE6/2025 1BLDGS A&H WATER SERVICE MODIFICATIONS TO MATCH M.E.P.08/03/23LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.06/25/2024LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.306015300SCALE IN FEETRECORD DRAWING6/2025PROPOSED 2" WATER SERVICEPROPOSED 8" WATER MAIN,(TYP)PROPOSED FIRE HYDRANT,(TYP)PROPOSED ELECTRIC UTILITY METER,(TYP)PROPOSED GAS UTILITY SERVICE,(TYP)PROPOSED 4" FIRE SERVICEPROPOSED NATURAL GAS LINE,(TYP)EXISTING 6" DRAIN PIPE(PRESERVE)MATCH LINE C401MATCH LINE C404Know what'sbelow.before you dig.CallRKEY NOTESANTICPATED WATER METER AND VALVES LOCATED WITHINCRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)SEWER SERVICES SHALL BE 4" DIAMETER UNLESSOTHERWISE NOTED1FOWLER LANEIMPROVEMENTS SHOWNARE PART OF SEPARATEOFFSITE SUBMITTALAPPROVED BY THE CITYON SEPTEMBER 9, 2022(ENGINF-1584)2PROPOSED FIRE HYDRANT,(TYP)PROPOSED 4" WATER SERVICEPROPOSED 4" FIRE SERVICEUTILITY ROOMINSIDE DIMS.: 19.25' X 7.17'UTILITY ROOMINSIDE DIMS.: 15.19' X 10.29'PROPOSED UNDERGROUNDSTORMWATER TREATMENTSYSTEM (TYP)PROPOSED STORM DRAIN MAIN(TYP)1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTHAND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO 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 OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL)DUPLEX = 1.5"; COMMUNITY CENTER = 2"; BUILDINGS A, B, C & D = 4"; BUILDINGS E, F, G, H, K, & L = 2"; BUILDINGS I, J, M, N, & O = 1.5"GENERAL NOTES: [][][][][]S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYH DYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSSSSSEEEEEEGGNGNGNGNGNGNGBPBP BP BPNGBPBPBPBPBPBPBP BPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL8W 8W 8W 8W8W8W8W8W8W8W8WSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8ScocoSSFIREFIREFIREWSWSWSWSFIRE FIREFIREWSWSWSWS SSSS SSWSWSWSWSSS FIREFIREFIREFIREFIREFIREFIRE>>>>>>>>> >>>>>>>>>>>>>>>>>>>>FDCFDCFDCFDCFDCFDCADA RAMPPROPOSEDBUILDINGOPROPOSEDBUILDINGN10' PUBLICUTILITY EASEMENTDDDGABRIEL AVENUE PROPOSEDBUILDINGDPROPOSEDBUILDINGJPROPOSEDBUILDINGKPROPOSEDBUILDINGLPROPOSEDBUILDINGB30' WATER LINE EASEMENT30' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT30' PUBLICUTILITY EASEMENT30'PEDESTRIANEASEMENTEXISTING 60' EASEMENTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASE UTILITY PLAN (4 OF 5)6475.00521C404DAHLRHMEE6/2025 1MOVE SVCS TO MATCH M.E.P., S.T. MANIFOLD MODS03/05/24LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.06/25/2024LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY TO MATCH ARCH, FIRE & WATER SVC TO MATCH MECH.306015300SCALE IN FEETRECORD DRAWING6/2025PROPOSED SANITARYSEWER MANHOLE,(TYP)PROPOSED 8" SEWER MAIN,(TYP)PROPOSED 8" WATER MAIN,(TYP)PROPOSED FIRE HYDRANT,(TYP)PROPOSED ELECTRIC UTILITY METER,(TYP)PROPOSED GAS SERVICE,(TYP)PROPOSED 4" FIRE SERVICEPROPOSED 8" WATER MAIN,(TYP)MATCH LINE C402MATCH LINE C403MATCH LINE C405Know what'sbelow.before you dig.CallR11.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTHAND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO 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 OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL)DUPLEX = 1.5"; COMMUNITY CENTER = 2"; BUILDINGS A, B, C & D = 4"; BUILDINGS E, F, G, H, K, & L = 2"; BUILDINGS I, J, M, N, & O = 1.5"GENERAL NOTES:KEY NOTESANTICPATED 1.25" DOMESTIC WATER METER AND VALVES LOCATEDWITHIN CRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)ANTICPATED 2" DOMESTIC WATER METER AND VALVES LOCATEDWITHIN CRAWL SPACE (VERIFY WITH ARCHITECT/MECHANICAL)SEWER SERVICES SHALL BE 4" DIAMETER UNLESS OTHERWISENOTED12SEE SHEET C405 FORCONTINUATION3PROPOSED 4" WATER SERVICEPROPOSED 4" FIRE SERVICEPROPOSED DOMESTICWATER SERVICEPROPOSED SANITARYSEWER MANHOLE,(TYP)3PROPOSED SEWER SERVICE,(TYP)3PROPOSED FIRE HYDRANT,(TYP)UTILITY ROOMINSIDE DIMS.: 21.25' X 8.75'PROPOSED FIRE SERVICE(TYP)PROPOSED SEWER SERVICE(TYP.)UTILITY ROOMINSIDE DIMS.: 20.00' X 7.04'UTILITY ROOMINSIDE DIMS.: 16.00' X 13.02'PROPOSED WATER SERVICE(TYP)UTILITY ROOMINSIDE DIMS.: 10.25' X 7.08'UTILITY ROOMINSIDE DIMS.: 10.25' X 6.92'UTILITY ROOMINSIDE DIMS.: 10.25' X 6.92'UTILITY ROOMINSIDE DIMS.: 15.50' X 10.96'PROPOSED 4" FIRE SERVICE TVWVWVWVDYHS8S 8S 8S 8SDYH 8W 8W 8W 8W 8WEEEBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP UTILUTILUTILUTIL8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WSSFIREWS WSFIRE>>>>>FDCPROPOSEDBUILDINGOPROPOSEDBUILDINGNCONNECT TO EXISTING 8"WATER MAIN USING NEW TEEAND ISOLATION VALVES ORTAPPING TEE PER COB REQ.SAW CUT EXST. CURB AND ASPHALT(APPROX.32 LF CUTTING / 128 SF REMOVAL)REPLACE ASPHALT AND CONCRETE TO MATCH EXST.PER COB REQUIREMENTSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C400 UTILITY PLAN SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAOFFSITE UTILITY PLAN (5 OF 5)6475.00522C405DAHLRHMEE6/2025 1MOVE SVCS TO MATCH M.E.P., S.T. MANIFOLD MODS03/05/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH 306015300SCALE IN FEETRECORD DRAWING6/2025MATCH LINE C404Know what'sbelow.before you dig.CallR1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION 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 AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C017 FOR MORE COMPLETE DEPICTION OF EXISTING CONDITIONS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTHAND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO 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 OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.DOMESTIC WATER SERVICE SIZES PROPOSED (VERIFY WITH ARCHITECTURAL/MECHANICAL)DUPLEX = 1.5"; COMMUNITY CENTER = 2"; BUILDINGS A, B, C & D = 4"; BUILDINGS E, F, G, H, K, & L = 2"; BUILDINGS I, J, M, N, & O = 1.5"GENERAL NOTES:8" WATER MAINSEE SHEET C1009SAW CUT EXST. SIDEWALK ASPHALT(APPROX.6 LF CUTTING / 48 SF REMOVAL)REPLACE SIDEWALK PER COB REQ.EXISTING PARKPRESERVE EXST. BURIED POWERMEAH LANES 31ST AVE EXST. 60'EASEMENTINSTALL TRENCH PLUGPRESERVE EXST. LIGHT POLEEXST. PLAYGROUND.CONTRACTOR TO PROTECTTHE EXISTING FACILITY ANDMAINTAIN A SAFE WORK SITEWHILE IN THIS AREA. 4995500050055010501549955000500550105015FG- EG--0+50FG- EG-0+00FG-5005.73 EG-5005.73 FG- EG-1+00MIN 6.5' COVER (TYP.)REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-Station=0+32.42STA 0+38.594" 90° VERT. BENDINV= 4998.55STA 0+20.008 X 4 TEE4" INV= 4998.36STA 0+25.004" GATE VALVEINV= 4998.39FINISH FLOOR = 5006.800+000+50AFDC DOWNSPOUT DYH8W8W8W8W8W8W8W8W8W8W8WEBPBPBPBPBPBPBP BP BP BP BP BPSSIR 8W8W8W8W8W6W6WFIRE FIRE WS S1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING A FIRE SERVICE LINE6475.00523C501CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION12/15/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH FIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:STA 0+20.00 - 0.0' LTCONNECT TO 8" WATER MAINNOTES BY SYMBOL: 4" FIRE SERVICE12STA 0+25.00 - 0.0' LTINSTALL 4" GATE VALVE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'3STA 0+32.42 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDINGALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND104 4-INCH OS&Y FL X FL VALVE & ASSEMBLY191*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA1EA1EA3EXISTING GRADEPROPOSED FINISH GRADE214STA 0+38.59 - 0.0' LTINSTALL VERTICAL 4" 90° BEND4RECORD DRAWING6/2025 4995500050055010501549955000500550105015FG- EG-5005.010+00FG-5007.37 EG-5004.52 FG-5007.05 EG-5003.631+00FG- EG-1+50MIN 6.5' COVER (TYP.)FINISH FLOOR = 5007.55REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-STA 0+10.004" 90° VERT. BENDINV= 4999.08STA 0+70.584" 45° HORIZ. BENDINV= 4998.68STA 0+82.314" GATE VALVEINV= 4998.55STA 0+96.098 X 4 TEE4" INV= 4998.50NGNGAPPROX. NG X-ING STA 0+46Station=0+14.07STA 0+18.074" 45° HORIZ. BEND4" INV= 4999.030+001+00BNFDCS8W8W8W8W8W8W 8W GNG NG NGNGNGNGNGNGNGNGSSSSSS8S8S8S8S8S8S8S8ScocoFI R E FIREFI R E FIREWSWSWSWSWS WS SS SS1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING B FIRE SERVICE LINE 6475.00524C502CABCABMEE6/2025 1 REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025 2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:NOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 45° BEND1044-INCH 90° BEND105 4-INCH OS&Y FL X FL VALVE & ASSEMBLY861*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA2EA1EA1EA3EXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+96.09 - 0.0' LTCONNECT TO 8" WATER MAINSTA 0+82.31 - 0.0' LTINSTALL 4" GATE VALVESTA 0+18.07 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCKSTA 0+14.07 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING246RECORD DRAWING6/2025434562STA 0+70.58 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCK311STA 0+10.00 - 0.0' LTINSTALL VERTICAL 4" 90° BEND5 4990499550005005501049904995500050055010FG- EG--0+50FG- EG-5000.080+00FG-5003.97 EG-5000.30 FG- EG-5000.261+00MIN 6.5' COVER (TYP.)FINISH FLOOR = 5004.35REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-SEWER CROSSINGSTA 0+14.444" 90° VERT. BENDINV= 4996.45STA 0+82.994" GATE VALVEINV= 4996.45STA 0+85.008 X 4 TEE4" INV= 4996.46Station=0+20.94STA 0+32.104" 90° HORIZ. BEND4" INV= 4996.450+001+00 0+00 0+60C>>> >>> >>>> > > >>>>FDCFDCADA RAMPADA RAMPD8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S8S8S FIREFIREFIREFIREFIRE WSWSWSSSSSWSWSFIREFIREFIREFIRE1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING C FIRE SERVICE LINE 6475.00525C503CABCABMEE6/2025 1 REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025 2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:NOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE103 4-INCH 90° BEND1044-INCH OS&Y FL X FL VALVE & ASSEMBLY711*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA2EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+85.00 - 0.0' LTCONNECT TO 8" WATER MAINSTA 0+82.99 - 0.0' LTINSTALL 4" GATE VALVESTA 0+20.94 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING245RECORD DRAWING6/20252345STA 0+32.10 - 0.0' LTINSTALL 90° HORIZONTAL BEND AND THRUST BLOCK311STA 0+14.44 - 0.0' LTINSTALL VERTICAL 4" 90° BEND 4990499550005005501049904995500050055010FG- EG--0+50FG- EG-5002.030+00FG-5004.94 EG-5001.33 FG- EG-5001.201+00MIN 6.5' COVER (TYP.)FINISH FLOOR = 5006.15REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-SEWER CROSSINGSTA 0+22.214" 90° VERT. BENDINV= 4997.95STA 0+83.914" GATE VALVEINV= 4997.95STA 0+85.918 X 4 TEE4" INV= 4997.95Station=0+29.00STA 0+33.004" 90° HORIZ. BEND4" INV= 4997.950+001+00D > >>>FDCADA RAMPD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WDYH8S8S8S8S8S8S8S8S8S8S8SWSWSWS SSSSWSFIREFIREFIRE1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING D FIRE SERVICE LINE 6475.00526C504CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025 2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:NOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND1044-INCH OS&Y FL X FL VALVE & ASSEMBLY641*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA2EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+85.91 - 0.0' LTCONNECT TO 8" WATER MAINSTA 0+83.91 - 0.0' LTINSTALL 4" GATE VALVESTA 0+29.00 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING245RECORD DRAWING6/20252345STA 0+33.00 - 0.0' LTINSTALL 90° HORIZONTAL BEND AND THRUST BLOCK31STA 0+22.21 - 0.0' LTINSTALL VERTICAL 4" 90° BEND1 4990499550005005501049904995500050055010FG-5000.29 EG-5000.290+00FG-4999.61 EG-4999.61 FG-4999.44 EG-4999.441+00FG- EG-1+50MIN 6.5' COVER (TYP.)FINISH FLOOR = 5003.20REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-SEWER CROSSINGSTA 0+99.984" 90° VERT. BENDINV= 4994.31STA 0+41.004" GATE VALVEINV= 4994.30STA 0+00.008 X 4 TEE4" INV= 4994.14APPROX. BP X-INGSTA 0+46APPROX. NG X-INGSTA 0+44NG NG NG NGBPBPBPBP BP STA 0+86.6790° BENDINV= 4994.31Station=0+91.261+000+00 PI: 0+86.67E4 A/B5 A/B6 A/B7 A/B>>>>>>>>>>>>>>>>DD8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WSSSSSSSSSSSS SSSSEEEGBPBP BP BP BP BP BP BP BP BP BPEEBP NG NG NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP BPBP NGBPBP WSWSWSFIREFIREFIREFIREWSWSWS1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING E FIRE SERVICE LINE 6475.00527C505CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:STA 0+00.00 - 0.0' LTCONNECT TO 8" WATER MAINNOTES BY SYMBOL: 4" FIRE SERVICE12STA 0+41.00 - 0.0' LTINSTALL 4" GATE VALVE3ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND1044-INCH OS&Y FL X FL VALVE & ASSEMBLY1001*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA2EA1EAEXISTING GRADEPROPOSED FINISH GRADE4STA 0+91.26 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDINGSTA 0+86.67 - 0.0' LTINSTALL 90° HORIZONTAL BEND AND THRUST BLOCK11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'RECORD DRAWING6/2025123455STA 0+99.98 - 0.0' LTINSTALL VERTICAL 4" 90° BEND 4995500050055010501549955000500550105015FG- EG--0+50FG-5004.23 EG-5000.130+00FG- EG-5000.33 FG- EG-1+00MIN 6.5' COVER (TYP.)FINISH FLOOR = 5005.50REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-STA 0+53.984" 90° VERT. BENDINV= 4996.94STA 0+14.254" GATE VALVEINV= 4996.55STA 0+00.008 X 4 TEE4" INV= 4996.41Station=0+49.80STA 0+43.824" 90° HORIZ. BEND4" INV= 4996.830+001+001+00 0+00 0+60F>>>>>>>>>> > > >>>>FDCFDCD8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S8S8S FIREFIREFIREFIREFIRE WSWSWSSSSSWSWSFIREFIREFIREFIREFIREFIRE1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING F FIRE SERVICE LINE 6475.00528C506CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:FLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMSTA 0+00.00 - 0.0' LTCONNECT TO 8" WATER MAINNOTES BY SYMBOL: 4" FIRE SERVICE12STA 0+14.25 - 0.0' LTINSTALL 4" GATE VALVE3STA 0+43.82 - 0.0' LTINSTALL 90° HORIZONTAL BEND AND THRUST BLOCKALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.4STA 0+49.80 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDINGQUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND1044-INCH OS&Y FL X FL VALVE & ASSEMBLY541*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKLFEA2EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'RECORD DRAWING6/2025432155STA 0+53.98 - 0.0' LTINSTALL VERTICAL 4" 90° BEND 4990499550005005501049904995500050055010FG- EG--0+50FG- EG-5000.200+00FG-5003.94 EG-5000.51 FG- EG-5000.441+00MIN 6.5' COVER (TYP.)REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-FINISH FLOOR = 5004.50STA 0+25.004" 90° VERT. BENDINV= 4996.20STA 0+60.524" GATE VALVEINV= 4995.98STA 0+79.528 X 4 TEE4" INV= 4995.89APPROX. BP X-INGSTA 0+57BP APPROX. NG X-INGSTA 0+59BP BP BP BP BPNGNGNGNG Station=0+28.61STA 0+33.114" 45° HORIZ. BEND4" INV= 4996.16STA 0+42.554" 45° HORIZ. BEND4" INV= 4996.10GI>>>>>>>>>>>>>>>> >FDCS8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYH8W8W8W8W8W8W8W8W8W8WSSSSSSSSEGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGBPBPBPBPBPBPBPBPBPWSWSFIREFIRE0+00 1+00 PI: 0+33.11 PI : 0 + 4 2 . 5 51' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING G FIRE SERVICE LINE 6475.00529C507CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:FLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMNOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND1044-INCH 45° BEND105 4-INCH OS&Y FL X FL VALVE & ASSEMBLY552*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKLFEA1EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+79.52 - 0.0' LTCONNECT TO 8" WATER MAINSTA 0+60.52 - 0.0' LTINSTALL 4" GATE VALVESTA 0+28.61 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING256RECORD DRAWING6/20253STA 0+33.11 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCK654324STA 0+42.55 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCK1STA 0+25.00 - 0.0' LTINSTALL VERTICAL 4" 90° BEND11EA 4995500050055010501549955000500550105015FG- EG--0+50FG-5003.30 EG-5003.300+00FG-5003.40 EG-5003.40 FG- EG-1+00MIN 6.5' COVER (TYP.)FINISH FLOOR = 5007.00REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-Station=0+24.66STA 0+20.004" 90° VERT. BENDINV= 4997.80STA 0+58.534" GATE VALVEINV= 4997.56STA 0+76.768 X 4 TEE4" INV= 4997.50STA 0+32.53STA 0+45.530+00 0+97 PI: 0+32.53 PI: 0+45.53HFDC >>>>DD8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W S8W8W8W8W8WSSSSENG NG NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP BP UTIL UTILUTILUTILUTILUTIL UTIL BPBPUDWSWSWSFIREFIREFIREWS1' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING H FIRE SERVICE LINE 6475.00530C508CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION12/15/23LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH RECORD DRAWING6/2025FIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:NOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND104 4-INCH OS&Y FL X FL VALVE & ASSEMBLY571*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA1EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+58.53 - 0.0' LTINSTALL 4" GATE VALVESTA 0+20.00 - 0.0' LTINSTALL 4" VERTICAL 90° BENDSTA 0+24.66 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING123STA 0+76.76 - 0.0' LTCONNECT TO 8" WATER MAIN42341DEFLECTION (TO BE LESS THAN 5° PER FITTING)[PER CONTRACTOR AS-BUILT]55DEFLECTION 4995500050055010501549955000500550105015FG- EG--0+50FG-5008.34 EG-5004.500+00FG-5007.69 EG-5003.29 FG-5006.65 EG-5002.311+00MIN 6.5' COVER (TYP.)FINISH FLOOR = 5007.60REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-STA 0+82.314" 90° VERT. BENDINV= 4998.93STA 0+25.008 X 4 TEE4" INV= 4998.39STA 0+31.754" GATE VALVEINV= 4998.45UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 0+47.75LENGTH = 150.25'TOP = 5003.70BOT = 5002.60UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 0+45.75LENGTH = 150.25'TOP = 5003.70BOT = 5002.60Station=0+78.21I K>> > > > > > >FDCDDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W SSSSSSSSEGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBPWSFIREFIREFIRE0+00 1+001' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING K FIRE SERVICE LINE 6475.00531C509CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:STA 0+25.00 - 0.0' LTCONNECT TO 8" WATER MAINNOTES BY SYMBOL: 4" FIRE SERVICE12STA 0+31.75 - 0.0' LTINSTALL 4" GATE VALVE3ALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 90° BEND104 4-INCH OS&Y FL X FL VALVE & ASSEMBLY581*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA1EA1EASTA 0+78.21 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDING2EXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'RECORD DRAWING6/202512344STA 0+82.31 - 0.0' LTINSTALL 4" VERTICAL 90° BEND 4995500050055010501549955000500550105015FG- EG--0+50FG- EG-5007.380+00FG-5008.07 EG-5007.88 FG- EG-5007.631+00FINISH FLOOR = 5008.60REFER TOSTRUCTURALDRAWINGS FORFOUNDATIONDETAILSFOR OS&Y VALVEINSTALLATIONSEE DETAIL02660-13-STA 0+25.004" 90° VERT. BENDINV= 5000.33STA 0+60.644" GATE VALVEINV= 5000.15STA 0+79.648 X 4 TEE4" INV= 5000.07BP BP BP BP BP APPROX. BP X-ING STA 0+55MIN 6.5'COVER (TYP.)STA 0+33.054" 45° HORIZ. BEND4" INV= 5000.30STA 0+42.454" 45° HORIZ. BEND4" INV= 5000.25Station=0+29.05LFDCS8S 8S 8S 8S 8S 8S 8S 8S 8S 8SDYH8W8W8W8W8W8W8W8W8W8W 8W8WEBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP 8W8W8W8W8W8WSSSSWSFIREFIRE0+00 1+00 PI: 0+33.05PI : 0 + 4 2 . 4 51' 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.10.6.3.1WALLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C500 FIRE SERVICE LINE SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANABUILDING L FIRE SERVICE LINE 6475.00532C510CABCABMEE6/2025 1REVISIONS FOR M.E.P. COORDINATION03/05/24LRH2WATER ENTRY ROOM AND FIRE SVC MODS06/19/24LRH LEE HAGEMAN48606JUNE 26, 2025LRH2WATER ENTRY ROOM AND FIRE SVC MODSFIRE SERVICE LINE204010200SCALE IN FEETNOT 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, 7TH EDITION DATED APRIL 2021 (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 BOZEMAN7.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 EXISTING 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.15.BASED ON SITE-SPECIFIC SAMPLING AND ANALYSIS, CONTRACTOR SHALL USE V-BIOPOLYETHYLENE ENCASEMENT AROUND PIPE.GENERAL NOTES:NOTES BY SYMBOL: 4" FIRE SERVICEALL ESTIMATED QUANTITIES ARE APPROXIMATE AND ARE TO BE USEDONLY AS A BASIS FOR ESTIMATING THE PROBABLE COST OF THE WORKAND FOR THE PURPOSE OF COMPARING BIDS SUBMITTED FOR THEWORK. THE ACTUAL AMOUNT OF WORK DONE AND MATERIALSFURNISHED UNDER UNIT PRICE ITEMS MAY DIFFER FROM THEESTIMATED QUANTITIES.STATIONING FOLLOWS CENTERLINE OF PROPOSED FIRE SERVICE LINE.INSTALL FIRE AND WATER SERVICES IN THE SAME TRENCH.QUANTITY SCHEDULEITEM DESCRIPTION ESTIMATED UNIT No. QUANTITY1014-INCH CL 51 D.I.P., AWWA C1511024-INCH GATE VALVE1034-INCH 45° BEND1044-INCH 90° BEND105 4-INCH OS&Y FL X FL VALVE & ASSEMBLY551*ALL ITEMS NOT NOTED CONSIDERED INCIDENTAL TO WORKFLUSHING REQUIREMENTSACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FORTHE FLUSHING OF A 4-INCH FIRE SERVICE LINE. THE INSTALLING CONTRACTOR MUSTPROVIDE AN ORIFICE SIZE TO MEET THIS REQUIREMENT, GIVEN THE CURRENT PARAMETERSOF THE SYSTEM. THE INSTALLING CONTRACTOR MUST VERIFY MINIMUM REQUIRED ORIFICESIZE WITH THE CERTIFYING ENGINEER AND CITY OF BOZEMAN PRIOR TO CONSTRUCTION.SYSTEM CLASSIFICATIONCLASS 1 SYSTEMLFEA2EA1EAEXISTING GRADEPROPOSED FINISH GRADE11x17 HORIZONTAL SCALE: 1" = 60'PROFILE VIEWGRAPHIC SCALE0(IN FEET)153015301 INCH = 30 FTPROFILE SCALEHORIZONTAL SCALE:1" = 30'VERTICAL SCALE:1" = 3'11x17 HORIZONTAL SCALE: 1" = 60'11x17 VERTICAL SCALE:1" = 6'STA 0+60.64 - 0.0' LTINSTALL 4" GATE VALVESTA 0+29.05 - 0.0' LTEXTERIOR BUILDING WALLSEE DETAIL 02660-13, THIS SHEET, FORCONNECTION TO BUILDINGSTA 0+79.64 - 0.0' LTCONNECT TO 8" WATER MAINRECORD DRAWING6/2025STA 0+33.05 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCK1234561STA 0+42.25 - 0.0' LTINSTALL 45° HORIZONTAL BEND AND THRUST BLOCKSTA 0+25.00 - 0.0' LTINSTALL 4" VERTICAL 90° BEND1EA23456 S89°52'06"W 1330.04'N0°06'25"W 665.51'S89°51'57"W 1331.58'N0°01'33"E 665.57'SSS8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SS SSS8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S8W8W8W8W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W S8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSS8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W BP BP BP BP NGNGNGNGNG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NGBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPS8W 8W 8W 8W 8W 8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8ScocoS15S15S15S15S 15S15S8W 8W8W8WSSSSWSLEGENDPROPERTY BOUNDARYEXISTING PUBLIC EASEMENT/ROWPUBLIC STREET & UTILITY EASEMENT - EXHIBIT AFILL SLOPE EASEMENT - EXHIBIT BWATER LINE EASEMENT - EXHIBIT DSTORM DRAINAGE EASEMENT - EXHIBIT EPUBLIC UTILITY EASEMENT - EXHIBIT FPARK EASEMENT - EXHIBIT GIRRIGATION EASEMENT - EXHIBIT IPUBLIC ACCESS EASEMENT - EXHIBIT JTEMPORARY WATER LINE EASEMENT - EXHIBIT KWATER & SEWER EASEMENT - EXHIBIT HPUBLIC ACCESS & UTILITY EASEMENT - EXHIBIT CPUBLIC STREET & UTILITY EASEMENT - EXHIBIT LEXISTING 60' EASEMENTSEE DOCUMENT NO. 2251833 FORMORE INFORMATIONTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005_BUFFALORUNSITEEASEMENTS-OVERALLSHEET.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAPROPOSED SITE EASEMENTS6475.00533C601DSLRHMEE6/2025 EXISTING 30' ROWEXISTING 20' ROWEXISTING 10' PUE6012030600SCALE IN FEETRECORD DRAWING6/2025LEE HAGEMAN48606JUNE 26, 2025 28"MINIMUM24"MINIMUM***BLUE 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 DESIGNVANACCESSIBLERESERVEDPARKING$100 FINEPERMIT REQUIREDVAN ACCESSIBLE PARKINGSPACE SIGN ASSEMBLY$100 FINEPERMIT REQUIRED12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLE AND APPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USING NEOPRENE, FIBROUS, OR OTHERAPPROVED NON-METALLIC WASHERS.R7-8NA(NO ARROW)12" x 18"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"WHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREENSERIES DLETTERS1.5"1.0"0.5"1.5"1.5"6"1"6"1"18"12"SUPPORT AND CORRESPONDING ANCHORSUPPORTANCHORTUBESIZEWEIGHTWALLTHICKNESSTUBESIZEWEIGHTWALLTHICKNESS2" 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)COMPACTED SUBGRADESLOPE PER PLAN5'-0"VARIES5'-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, MAINTAINING THREEINCHES (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 BELGRADE MODIFICATIONS TOMPWSS SECTION 02529.3.11.B5. RAMP AND CURB MAY BE POURED MONOLITHICALLY.6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.7. RAMP AND SIDEWALK WIDTHS MAY VARY. REFER TO PLAN SHEETS TO VERIFY DIMENSIONS.SIDEWALK INSTALLED PERDETAIL 5 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 OFASPHALTPER PLAN(1'-0" TYP.)PER PLAN(1'-0" TYP.)3"1'-0"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. MINIMUM DEPTH OF 3" MINUSCRUSHED SUB-BASE COURSEASPHALTCONCRETE PAVEMENTNATIVE GROUNDMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6"'6"'1.00'2.00'2.00'0.38'2.00'6"'812"'2.00'1"'714"'14"'DRIVEWAYPED RAMPCATCHSPILL(ROTATED FORM)6"'6"'2.00'14"'RIBBON6"'2.00'34" / 12" SLOPE1.5% SLOPE1.5% SLOPE2.00'614"'PED RAMP(ROTATED FORM, ADJUSTED BACK OF CURB)34"'712"'2.00'0.24'DRIVEWAY(ROTATED FORM, ADJUSTED BACK OF CURB)12" / 12" SLOPE34"'2"'2"'0.79'0.79'0.79'0.50'0.75'0.45'12"'12"'0.80'0.50'0.75'0.60'1.00'6"'0.54'SPILL(ROTATED FORMS)CATCH0.13'6"'6"'34" / 12" SLOPE34" / 12" SLOPE12" / 12" SLOPE12" / 12" SLOPE6"'14"'RIBBON6" CONCRETEPAVEMENTNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE TREATEDPER GEOTECHNICAL RECOMMENDATIONS.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS ANDINCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.4.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.5.FINISH CONCRETE WITH LIGHT BROOM FINISH.NATIVE GROUND10" MINIMUMDEPTH OF 1-1/2"MINUS CRUSHEDBASE COURSE#5 BAR SPACED 12 INCHES O.C.SUBGRADE PERGEOTECH REPORTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C700 DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASITE DETAILS6475.00534C701CABLHMEE2/2025 RECORD DRAWING 2/2025 NOT TO SCALECURB AND GUTTER DETAILSSCALE: 1/2" = 1'-0"STANDARD DUTY BITUMINOUS PAVEMENT DETAIL (PARKING LOTS)11x17 SCALE: 1/4" = 1'-0"NOT TO SCALETYPICAL CONCRETE SIDEWALKSCALE: 1/4" = 1'-0"TYPICAL PEDESTRIAN RAMP DETAIL - BOULEVARD STYLE11x17 SCALE: 1/8" = 1'-0"SCALE: 1/2" = 1'-0"ACCESSIBLE PARKINGPAVEMENT SYMBOL DETAIL11x17 SCALE: 1/4" = 1'-0"SCALE: 1" = 1'-0"ACCESSIBLE PARKING SIGN DETAIL11x17 SCALE: 1/2" = 1'-0"SCALE: 1" = 1'-0"SINGLE SQUARE TUBE BREAKAWAY SIGN POST INSTALLATION DETAIL11x17 SCALE: 1/2" = 1'-0"NOT TO SCALE10' SHARED USE PATH DETAILNOT TO SCALECONCRETE CROSSWALK DETAIL - PARKING LOTS ONLY1' BORDER6'SCORE JOINTS3' X 3' GRID (TYP.)CURB AND GUTTER PER PLAN8'SCALE: 1/4" = 1'-0"HEAVY DUTY CONCRETE PAVEMENT DETAIL11x17 SCALE: 1/8" = 1'-0"LEE HAGEMAN48606JUNE 26, 2025 TRACKOUTCONTROLMAT (TYP)FLO W FLOW WATER SUPPLY TOWASH WHEELS ASNECESSARYSPILLWAYROCK 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 NOTESNOTES:1.EACH SITE MUST BE EVALUATED TO DETERMINE THEPROPER LAYOUT, WIDTH, AND DURATION OF THEINSTALLED TRACKOUT CONTROL SYSTEM (TCS) BASED ONSITE CONDITIONS, ENTRY AND EXIT LOCATION(S), TRAFFICLEVELS, SITE SOIL CONDITIONS, AND ABILITY TO MAINTAINTHE TCS.2.TCS SHALL BE INSTALLED, UTILIZED, AND MAINTAINED INACCORDANCE WITH MANUFACTURERRECOMMENDATIONS.3.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONTHAT WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAYREQUIRE SUPPLEMENTAL TOP DRESSING, REPAIR,AND/OR CLEANOUT OF ANY MEASURES USED TO TRAPSEDIMENT.4.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIORTO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.5.TCS MATS SHOULD BE CLEANED ONCE TWO-AND-A-HALFINCHES (2.5") OF SEDIMENT HAS BUILT UP ON THE LANE OFTRAVEL.6.CAUTION IS TO BE USED WHEN CROSSING MATS WITHMETAL TRACKED EQUIPMENT. EQUIPMENT WITHAGGRESSIVE METAL TRACKS SHOULD NOT CROSS MATS.7.DO NOT USE MATS FOR BRIDGING.SFSFSFSFSFSFSFSILT FENCE (TYP)/////////PUBLIC ROAD OROTHER STABLESURFACE**MODIFIED T-CONFIGURATION SHOWNALTERNATIVE LAYOUTS MAY BE REQUIREDBASED ON SITE CONDITIONS ORMANUFACTURER RECOMMENDATIONS48164815481548144813481248114810XXXXXXXXXXXXXXXXXFOLLOW LEVELCONTOUR WITH ENDSPOSITIONED UPHILLSILT FENCESET 10' (MIN) AWAYFROM STEEP SLOPEOR TOE OF FILLPREVENT FLOWAROUND ENDS BYBRINGING UPSLOPEDRAINAGE AREAPLAN 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.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C700 DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEROSION AND SEDIMENT CONTROL DETAILS6475.00535C702CABLHMEE2/2025 5010025500SCALE IN FEETRECORD DRAWING2/2025SILT FENCE INSTALLATION DETAILNOT TO SCALECONCRETE WASHOUT FACILITY DETAILSILT FENCE INSTALLATION DETAILNOT TO SCALENOT TO SCALETRACKOUT CONTROL MAT CONSTRUCTION ENTRANCE DETAILLEE HAGEMAN48606JUNE 26, 2025 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON REFERENCED STANDARDS. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT, UNLESS THE PLANS ARE SIGNED AND SEALED BY THE SITE DESIGN ENGINEER. THE SITE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION AND SEALING THE DOCUMENT. IT IS THE SITE DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. REVIEWED: DRAWN: PROJECT NO: DATE:SHEET70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality REV:NOT TO SCALESC-160LP STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-160LP.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 1.5”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-160LP SYSTEM1.STORMTECH SC-160LP CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-160LP CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE".3.FOUNDATION STONE AND EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE; AASHTO M43 #3,357, 4,467, 5, 56, OR 57.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.THE DEPTH OF FOUNDATION STONE SHALL BE DETERMINED BASED ON THE SUBGRADE BEARING CAPACITY PROVIDED BY THE SITE DESIGNENGINEER.6.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES CONCERNING CHAMBER FOUNDATION DESIGN AND SUBGRADE BEARING CAPACITIES TOTHE SITE DESIGN ENGINEER.7.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.8.CHAMBERS SHALL BE INSTALLED "TOE TO TOE". NO ADDITIONAL SPACING BETWEEN ROWS IS REQUIRED.9.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.NOTES FOR CONSTRUCTION EQUIPMENT1.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-160LP CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-160LP CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-106LP CONSTRUCTION GUIDE".2.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPADVANCED DRAINAGE SYSTEMS, INC.RINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENTA.INSPECTION PORTSA.1.REMOVE/OPEN LID ON INSPECTION PORTA.2.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ONMAINTENANCE LOGA.3.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENTLEVELS (OPTIONAL)A.4.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR PLUS ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUSB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE ISPREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVALBASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE ISNECESSARY.UNDERDRAIN DETAILSC-160LP TECHNICAL SPECIFICATIONS4" PVC INSPECTION PORT DETAIL(SC SERIES CHAMBER)SC-160LP CROSS SECTION DETAILSC-160LP ISOLATOR ROW PLUS DETAILMATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOPOF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT ORUNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENTSUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOPOF THE EMBEDMENT STONE ('B' LAYER) TO 14" (355 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE APART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.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) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROMTHE 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 CHAMBERS FROM THESUBGRADE 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 FLAT SURFACE.2,3PLEASE 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. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.ACCEPTABLE FILL MATERIALS: STORMTECH SC-160LP CHAMBER SYSTEMSNOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OFTHERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUMCOVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 1.5”·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLDOR YELLOW COLORS.DCB*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 20" (510 mm).14"(350 mm)MIN*10'(3.0 m)MAX6" (150 mm)MIN12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS25"(635 mm)12" (300 mm)MINDEPTH OF BASE STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MINAEXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 4)SC-160LPEND CAPSUBGRADE SOILS(SEE NOTE 3)NO SPACING REQUIREDBETWEEN CHAMBERSPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)12"(305 mm)**THIS CROSS SECTION DETAIL REPRESENTSMINIMUM REQUIREMENTS FOR INSTALLATION.PLEASE SEE THE LAYOUT SHEET(S) FORPROJECT SPECIFIC REQUIREMENTS.18" SUMP DEPTH (TYP.)CATCH BASINOR MANHOLEOUTLET TEE PER SEPARATESTRUCTURE DETAILSC-160LP CHAMBER8" (200 mm) HDPE ACCESS PIPE REQUIREDUSE 8" OPEN END CAP PART #: SC160IEPP08INSPECTION PORT REQUIREDON ALL ISOLATOR ROWSSC-160LP END CAPONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEENFOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSNOTE:INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST.STORMTECH CHAMBERCONCRETE COLLARPAVEMENT12" (300 mm) MIN WIDTHCONCRETE SLAB6" (150 mm) MIN THICKNESS8" TRAFFIC RATED BOX W/SOLIDLOCKING COVER IN ASPHALTNYLOPLAST INSPECTIONPORT BODY (PART# 2708AG4IPKIT) IN LANDSCAPE ONLYCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS4" (100 mm)SDR 35 PIPE4" (100 mm) INSERTA TEETO BE CENTERED ONCORRUGATION CRESTPART #STUBASC160EPP6" (150 mm)0.66" (16 mm)8" (200 mm)0.80" (20 mm)SC160EPP088" (200 mm)0.96" (24 mm)ALL STUBS ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDEDIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FORADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)25.0" X 12.0" X 85.4" (635 mm X 305 mm X 2169 mm)CHAMBER STORAGE6.85 CUBIC FEET (0.19 m³)MINIMUM INSTALLED STORAGE*16.0 CUBIC FEET (0.45 m³)WEIGHT24.0 lbs.(10.9 kg)*ASSUMES 6" (152 mm) ABOVE, 6" (152 mm) BELOW, AND STONE BETWEEN CHAMBERS WITH 40% STONE POROSITY.25.0"(635 mm)12.0"(305 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)BUILD ROW IN THIS DIRECTIONSTART END4.4"(112 mm)A11.7"(297 mm)18.6"(472 mm)AABBSECTION 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 CHAMBERSSC-160LP STANDARD DETAILSINSTALL IMPERMEABLE TREEROOT BARRIER ALONG TRENCHFOR ALL UNITS WITH TREESWITHIN 12 FEET OF GRAVEL BED(ALL APPLICABLE SIDES)INSTALL ROOT BARRIER ALONGTRENCH FOR ALL TREES WITHIN 12FEET OF STORMTECH EXTENTS6" (TYP.)6" (TYP.)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C700 DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASTORMTECH DETAILS6475.00536C703CABLHMEE2/2025 GENERAL NOTES1.ALL SYSTEMS SHALL INCLUDEAT LEAST 1 ISOLATOR ROWWITH AN INSPECTION PORT ONTHAT ROW.2.SEE SHEET C300 FORADDITIONAL DETAILS FOR EACHUNIT.LEE HAGEMAN48606JUNE 26, 2025 AS REQUIRED USINGVARIABLE LENGTH SECTIONSAS REQUIREDMANHOLE STEPS AT16" ON CENTER24" OPENINGFLAT 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 ELEVATIONEAST JORDAN IRON WORKS (EJIW)CURB INLET FRAME (7030Z1), GRATE(7030M2), & CURB HOOD (7030T1)VARIES - REFER TO PLANSTANDARD MANHOLE LID & FRAME AND COVEREITHER D&L A-1172 RING & A-1178 COVER,EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL.(COVERS SHALL BE STAMPED WITH THE WORDS"STORM SEWER" AND HAVE TWO 1" PICK HOLES)CURB INLET (COMBINATIONCASTING AND GRATE PER COB DETAIL 02720-1BNOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTINGRINGS, MANHOLE RING & TOP SECTION, AND AROUND PIPEINTO MANHOLE SHALL BE WATERTIGHT. JOINTING MATERIALSHALL BE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTSEXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ONMANHOLE ACCESS HOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THECASTING, ADJUSTING RINGS, AND BARREL. REMOVEEXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL INLET PIPES TO STRUCTURES PIPES SHALL BE FINISHEDFLUSH WITH INNER BARREL WALL AND GROUTED ASNECESSARY6.INSTALL ADDITIONAL INLET PIPES PER PLAN7.EXTEND TEE WITH STRAIGHT PIPE UP TO TOP OF RISERELEVATION.8.TOP OF OUTLET TEE ELEVATION VARIES ACCORDING TOSTORM DRAIN MANHOLE BASIN LOCATION. SEE STORMREPORT FOR BASIN DELINEATION.9.MANIFOLD INVERT ELEVATION AS SHOWN ON SHEETS C301THRU C30610.ISOLATOR ROW TO BE AT MANIFOLD INVERT11.ADDITIONAL BRANCHES (SMALLER) SHALL BE CENTERED ONLARGER MANIFOLD PIPE WITH INVERTS HIGHER THANISOLATOR ROW.OUTLET PIPE TO MANIFOLD**ALL INLETS SHALL COLLECT INSINGLE MANHOLE PRIORTO UNLESS OTHERWISE SHOWN**INV. AND DIA. VARYSEE C301 THRU C306REMOVABLE 8" DIA. VERTICAL TEE(TO ISOLATOR ROW)4' DIA.MANHOLE (MIN.)STORM INLET PIPEINV. AND DIA. VARYSEE C301 THRU C306FLOW1' MIN.REMOVEABLE GALVANIZED STEELPIPE SUPPORTS, AS REQUIREDFOR SOLID CONNECTION (TYP.)GRADE RINGS(HEIGHT = 2" MIN., 6" MAX.)1.71'3' TYP.MANIFOLD PIPE TO LATERALSINSTALLED @ 0.0% SLOPE, TYP.(12" DIA. U.N.O)0.46'6" MIN.REMOVEABLE GALVANIZED STEELPIPE SUPPORTS, AS REQUIREDFOR SOLID CONNECTION (TYP.)34" STAINLESS STEEL MESHBENT AROUND AND 2" BELOWTOP OF FITTING. SECUREUSING STAINLESS STEEL ORGALVANIZED PIPE CLAMP34" STAINLESS STEEL MESHBENT AROUND AND 2" BELOWTOP OF FITTING. SECUREUSING STAINLESS STEEL ORGALVANIZED PIPE CLAMPCUT TOP OF FITTINGS AS NECESSARYTO ACHIEVE SPECIFIED CLEARANCESFLOW8" DIA. LATERAL TO CHAMBERINSTALLED AT 0.0% SLOPE (TYP.)INVERT SAME AS STORMTECHCHAMBERSTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C700 DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASTORMWATER DETAILS6475.00537C704CABLRHMEE6/2025 1STORMTECH INLET STRUCTURE CLARIFICATIONS08-09-23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 5010025500SCALE IN FEETRECORD DRAWING6/20251-COMBINATION MANHOLE AND CURB INLET DETAILSCALE: NTS2-TYPICAL STORMTECH INLET MANHOLESCALE: NTSSHOWN FOR REFERENCESTRUCTURE AND GRATE SHALL MEETREQUIREMENTS OF CITY OF BOZEMANSTANDARD DRAWING 02720-1B. GROUNDLEVELSURFACEFLANGEMOUNTWALLWALLGROUNDLEVELTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C700 DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASITE AND BIKE RACK DETAILS6475.00538C705CABLHMEE6/2025 1REMOVE DETAIL PER CITY OF BOZEMAN REQUEST06/10/2024LRH2ADD CURBWALK RAMP AND TRUNCATED DOME DETAILS02/17/2025LRH LEE HAGEMAN48606JUNE 26, 2025LRH2ADD CURBWALK RAMP AND TRUNCATED DOME DETAILS5010025500SCALE IN FEETRECORD DRAWING6/2025NOTE: BICYCLEHOOP DETAIL ISPROVIDED FORDEMONSTRATIONPURPOSES. REFERTO ARCHITECTURALDETAILS FORLAYOUT, MATERIALS,ETC.5.0' OR 7.0' **6.0' **(TYP.)6.0' **(TYP.)LANDINGSLOPE2% MAX*NOTES:1.ADA PARKING SPACES SHALL MEET ICC A117.1.2017 SECTION 502. TRUNCATED DOMES SHALL MEET ICC A117.1 2017 SECTION 705.2.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMP MAY ALSO BE REINFORCEDWITH 6x6x10 GAUGE WIRE MESH.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT GUIDELINES". ONE CORNER OFTHE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THE GUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGEOF THE DETECTABLE WARNING MAY BE MORE 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.B5.RAMP AND CURB MAY BE POURED MONOLITHICALLY.6.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.7.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAINING THREE INCHES (3") CLEAR.*COLOR AS APPROVED BY OWNER.**REFER TO THE PLANS FOR EXACT DIMENSIONS.SIDEWALK INSTALLED PERSTANDARD DETAIL6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKTRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALT6.0' **(TYP.)1:12MAX 1:12MAX CURB1-CURBWALK PEDESTRIAN RAMP DETAILSCALE: N.T.S.DOWEL, (TYP.)3-TYPICAL INLAID TRUNCATED DOME PANEL FOR DRIVE AISLE CROSSINGSCALE: N.T.S.TRUNCATED DOME SHALL BETHE FULL WIDTH OF AISLE(SEE PLAN)CONCRETE SHALLEXTEND 0.50' BEYOND DOMEPANEL EACH WAY (TYP.)6" REINFORCED CONCRETE PANELCONSTRUCTED FLUSH WITH ASPHALTPAVEMENT SURFACEDRIVABLE CAST IRONTRUNCATED DOME ADAWARNING PANELADA AISLE MARKING (TYP.)PATH MARKED ACROSSDRIVE AISLE (TYP.)ADA ACCESSIBLE SPACE ANDMARKINGNOTES:1.ADA PARKING SPACES SHALL MEET ICCA117.1.2017 SECTION 502.2.TRUNCATED DOMES SHALL MEET ICCA117.1 2017 SECTION 705.3.ACCESS ROUTE THROUGH PARKING PERICC A117.1 2017 SECTION 507.4.THIS DETAIL IS INTENDED TO SHOW ATYPICAL INSTALLATION. SEE THE PLANFOR ADDITIONAL DETAILS. >>>>>>>>> >>>>> >>>>> >>> >> >>>>>TT0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+0027+0028+004996499749964997499649974:1 4:1 EEEEEBP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NGBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPDDDD18SD 18SD 18SD 18SD15SDDD DD8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8W 8W 8W 8W 8W SSDYHDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S 15S15S15S16W 16W 16W 16W 16W SSS WS WS SS EEEEEBP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NGBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSS8S8S8S8SWS WS WSSS SS SS WS WS WS WS WS WS INLET-02STA 6+98.15, 16.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.2212" INV OUT (S) = 4997.94SUMP DEPTH = 1.50'5.0 SDWK6.5 BLVD35.0 TBC-TBC6.5 FUTURE BLVD5.0 FUTURE SIDEWALK6 LF OF15" Ø RCP@ 0.3% SLOPE30 LF OF12" Ø RCP@ 0.3% SLOPESDMH-03STA 6+98.15, 6.00' RTCOMBO-02STA 6+98.15, 16.50 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5000.2215" INV IN (N) = 4997.6615" INV OUT (S) = 4997.66SUMP DEPTH = 1.50'INLET-01STA 4+35.97, 16.75 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.3612" INV OUT (S) = 4998.16SUMP DEPTH = 1.50'COMBO-01STA 4+35.97, 16.50 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5000.3712" INV IN (N) = 4998.0715" INV OUT (S) = 4997.87SUMP DEPTH = 1.50'SDMH-02STA 5+67.21, 6.00' RT49984997 5001499950004999499849975001KURK DREXST. DITCHEXST. DITCH EDGERTON AVENUE FOWLER LN K-COMB-03STA 1+71.01, 16.50 LTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4997.0812" INV IN (E) = 4993.6215" INV OUT (S) = 4993.42SUMP DEPTH = 1.50'K-COMB-02STA 1+71.01, 16.50' RTK-COMB-01STA 1+61.01, 16.50' RTK-INL-01STA 1+81.01, 16.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4997.3312" INV OUT (W) = 4993.65SUMP DEPTH = 1.50'29 LF OF15" Ø A-2000 PVC@ 0.5% SLOPECDS-01STA 1+30.00, 9.85' RT7 LF OF12" Ø A-2000 PVC@ 0.5% SLOPE21 LF OF12" Ø RCP@ 0.3% SLOPE498549904995500050055010498549904995500050055010FG-EG-4995.290+00FG-EG-4995.96FG-4996.82EG-4996.671+00FG-4997.11EG-4996.72FG-4998.37EG-4997.332+00FG-4999.77 EG-4997.43 FG-5000.67 EG-4997.173+00FG-5001.07 EG-4997.35 FG-5000.98 EG-4997.364+00FG-5000.91 EG-4997.23 FG-5001.12 EG-4997.095+00FG-5001.34 EG-4996.95 FG-5001.09 EG-4996.626+00FG-5000.85 EG-4996.13 FG-5000.75 EG-4995.777+00FG-5000.86 EG-4995.78 FG-5001.14 EG-4996.038+00-0.50%3.26%0.50%-0.50%-1.50%1.75%UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 5+81.77LENGTH = 61.97'TOP = 4997.40BOT = 4996.30126.94 LF 15" @ 0.30%SDMH-02STA 5+67.21INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5001.1615" INV IN (S) = 4998.0615" INV OUT (E) = 4998.06SUMP DEPTH = 1.50'INLET-01STA 4+35.97INSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.3612" INV OUT (S) = 4998.16SUMP DEPTH = 1.50'VPI STA=2+96.09VPI ELEV=5001.50K=50.00LVC=188.25'HP STA 3+65.21HP ELEV=5001.09VPC STA=2+01.96VPC ELEV=4998.43 VPT STA=3+90.21 VPT ELEV=5001.03 SDMH-03STA 6+98.15INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5000.5712" INV IN (N) = 4997.8815" INV IN (W) = 4997.6815" INV OUT (S) = 4997.68SUMP DEPTH = 1.50'PVISTA=1+00.00ELEV=4996.82PVISTA=5+46.77ELEV=5001.36VPI STA=4+35.97VPI ELEV=5000.80K=77.00LVC=77.00'LP STA 4+35.97LP ELEV=5000.90VPC STA=3+97.47 VPC ELEV=5001.00 VPT STA=4+74.47 VPT ELEV=5001.00 VPI STA=7+03.22VPI ELEV=5000.57K=122.00LVC=131.98'LP STA 6+98.23LP ELEV=5000.75VPC STA=6+37.23 VPC ELEV=5000.90 VPT STA=7+69.21 VPT ELEV=5000.96VPI STA=1+74.61VPI ELEV=4997.54K=35.98LVC=54.50'LP STA 1+47.36LP ELEV=4997.06VPC STA=1+47.36VPC ELEV=4997.06VPT STA=2+01.86VPT ELEV=4998.43CDS-01STA 1+30.00, 9.85' RTGRATE @ FL: 4996.8018" INV IN (S) = 4992.9015" INV IN (E) = 4993.1018" INV OUT (N) = 4992.9027.23 LF 15" @ 0.50%K-COMB-01STA 1+61.01INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4997.1915" INV IN (E) = 4993.2415" INV OUT (W) = 4993.24SUMP DEPTH = 1.50'K-COMB-02STA 1+71.01INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4997.3215" INV IN (N) = 4993.2715" INV OUT (W) = 4993.27SUMP DEPTH = 1.50'6.01 LF 15" @ 0.50%0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C801-802_KURK DRIVE ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE ROADWAY IMPROVEMENTSSTATION 0+00 TO 8+006475.00539C801MMGLRHMEE2/2025 LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE (4")PROPOSED CRUSHED FINES SURFACEPROPOSED 6-INCH THICKNESS CONCRETE SURFACE4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR123KEY NOTESSTANDARD RECTANGULAR STORM DRAIN INLET (COB STD DWG NO. 02720-1A)COMBINATION STORM MANHOLE AND INLET (COB STD DWG NO. 02720-1B)STANDARD STRAIGHT STORM MANHOLE (COB STD DWG NO. 02720-4)RECORD DRAWING 2/2025 EXISTING GRADEPROPOSED GRADE11223TO STORMTECH "R-1"SEE SHEET C301AAMATCH LINE STA 8+00 SEE SHEET C802EDGERTON AVESEE SHEET C803TO STORMTECH "R-2"SEE SHEET C302SEE SHEET C301KURK DRSTA. 0+00 TO 8+00INSTALL RCP & A-2000 PVC STORM DRAIN PIPE AS SHOWNTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGROAD CROSS SECTION DETAIL PER SHEET C1203UTILITY CONDUITS. SEE DETAIL ON SHEET C1202.IRRIGATION CONDUITS: INSTALL (1) 6" AND (2) 3" CL200 PVC CONDUITS, 24" DEEP.AB3PROPOSED SEWER MAINPROPOSED WATER MAINBBBBBBBAALEE HAGEMAN48606JUNE 26, 2025 >>>>>>>>> >>>>> >>>>>>>>>>>>>>>> > > 8+009+0010+00 11+00 12+00 13+00 14+00 15+0047+0048+0048+50499549964997 4996499649964 9 9 7 499649974:1 4:1 4:1 4:1EEEEEEEEUTILUTILUTILUTILUTILUTILUTILUTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NGBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP DDS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S DYH DYH 8W 8W 8W 8W 8WS8W8W8W8WWSWSSSWSWSSS WS WS SS WS WS SSEEE EEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NGBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP 8S8S8S8SSSSSSSWS WSWSWSWSWS SSWS5.0 SDWK6.5 BLVD35.0 TBC-TBC6.5 FUTURE BLVD5.0 FUTURE SIDEWALK6.0 SDWK5.5 BLVD35.0 TBC-TBC6.5 FUTURE BLVD5.0 FUTURE SIDEWALK31 LF OF12" Ø RCP@ 0.3% SLOPE36 LF OF12" Ø A-2000 PVC@ 0.3% SLOPE30 LF OF12" Ø RCP@ 0.3% SLOPE68 LF OF 15" Ø RCP P V C @ 0.3% SLO P E COMBO-03STA 10+95.69, 16.50 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5000.5512" INV IN (N) = 4998.2415" INV OUT (S) = 4998.04SUMP DEPTH = 1.50'COMBO-05STA 12+96.58, 11.70' RTCOMBO-04STA 13+16.72, 16.50' LTINLET-03STA 10+95.68, 16.75' LTGABRIEL AVENUE KURK DREXST. CHANNEL L.I.D. CURB CUTSTA 14+26.27L.I.D. CURB CUTSTA 14+25.20L.I.D. CURB CUTSTA 13+24.22L.I.D. CURB CUTSTA 13+24.22498549904995500050055010498549904995500050055010FG-5001.14EG-4996.038+00FG-5001.43EG-4995.96FG-5001.80EG-4995.599+00FG-5002.04EG-4996.49FG-5001.85EG-4997.2710+00FG-5001.28 EG-4997.04 FG-5001.07 EG-4996.5111+00FG-5001.29 EG-4996.47 FG-5001.23 EG-4996.2612+00FG-5000.67 EG-4995.96 FG-4999.74 EG-4996.3813+00FG-4998.81 EG-4995.88 FG-4998.24 EG-4997.5414+00FG- EG-4998.23 FG- EG-4998.4315+00FG- EG-15+50-1.89%-1.34%0.56%0.50%0.58%0.85%-0.50%0.50%PROPERTY BOUNDARYCONNECT TO EXISTINGSTA 14+39.21ELEV=4998.19UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 12+17.58LENGTH = 62.00'TOP = 4997.50BOT = 4996.40VPI STA=9+76.44VPI ELEV=5002.22K=50.90LVC=93.50'HP STA 9+55.14HP ELEV=5002.05VPC STA=9+29.69VPC ELEV=5001.98 VPT STA=10+23.19 VPT ELEV=5001.59 VPI STA=12+02.05VPI ELEV=5001.59K=50.14LVC=122.67'HP STA 11+68.77HP ELEV=5001.32VPC STA=11+40.71 VPC ELEV=5001.24 VPT STA=12+63.39 VPT ELEV=5000.43 COMBO-05STA 12+96.58INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4999.6412" INV IN (NE) = 4996.8312" INV OUT (S) = 4996.83SUMP DEPTH = 1.50'COMBO-04STA 13+16.72INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4999.1012" INV OUT (SW) = 4996.92SUMP DEPTH = 1.50'INLET-03STA 10+95.68INSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.5312" INV OUT (S) = 4998.33SUMP DEPTH = 1.50'VPI STA=10+76.12VPI ELEV=5000.88K=50.34LVC=95.48'LP STA 10+95.69LP ELEV=5001.07VPC STA=10+28.38 VPC ELEV=5001.52 VPT STA=11+23.86 VPT ELEV=5001.15 VPI STA=13+72.77VPI ELEV=4998.37K=50.46LVC=70.00'LP STA 14+07.77LP ELEV=4998.19VPC STA=13+37.77 VPC ELEV=4999.03 VPT STA=14+07.77 VPT ELEV=4998.19 RECORD DRAWING 2/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C801-802_KURK DRIVE ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE ROADWAY IMPROVEMENTSSTATION 8+00 TO END6475.00540C802MMGLRHMEE2/2025 LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE (4")PROPOSED CRUSHED FINES SURFACEPROPOSED 6-INCH THICKNESS CONCRETE SURFACE4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR123KEY NOTESSTANDARD RECTANGULAR STORM DRAIN INLET (COB STD DWG NO. 02720-1A)COMBINATION STORM MANHOLE AND INLET (COB STD DWG NO. 02720-1B)STANDARD STRAIGHT STORM MANHOLE (COB STD DWG NO. 02720-4)1EXISTING GRADEPROPOSED GRADETO STORMTECH "R-3"SEE SHEET C303222AASTORMTECH "R-6"SEE SHEET C303MATCH LINE STA 8+00SEE SHEET C801 SAW CUT EXISTING ASPHALTAPPLY TACK COAT TO EDGE(~35 LF)KURK DRSTA 8+00 TO 14+38INSTALL 15" & 12" A-2000 PVC STORM DRAIN PIPE ASSHOWN TYPE A TRENCH BACKFILL & TYPE 1 BEDDINGROAD CROSS SECTION DETAIL PER SHEET C1203GABRIEL AVESEE SHEET C8044UTILITY CONDUITS. SEE DETAIL ON SHEET C1202.IRRIGATION CONDUITS: INSTALL (1) 6" AND (2) 3" CL200 PVC CONDUITS, 24" DEEP.AB4INSTALL VALLEY GUTTER (COB STD DWG NO. 02529-1)PROPOSED SEWER MAINPROPOSED WATER MAINBBBBBBBL.I.D. STORMWATERTREATMENT AREASLEE HAGEMAN48606JUNE 26, 2025 >>>>>>>>>>>>>>>>>>>>> > > >>>FDC>> >> 20+0021+0022+00 23+00 24+00 25+00 26+00 27+00 28+00 28+66 5+006+004995 4996 4997 4998 4999 4999 4999 5000 50005000 50 0 1 500 2 50 0 3 500450055006 8S8S8S8S8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYH SSDYHDYH8S8S8S8S6WS8W8W8W8WSSSSSSSSSS SSSSSS SS8W8W8WWSWSWSWSWSWSWSFIREFIREWSFIREFIREFIREWSWSKURK DR5.0 SDWK6.5 BLVD35.0 TBC-TBC6.5 BLVD5.0 SDWKEEEEEEEEGGBPBPBPBPBPBPBPBPBPBPBPEEBPUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBP NGBPBPBPBPBPBPBPBPBPBPBPBPBP27.81 LF OF12" Ø A-2000 PVC@ 0.5% SLOPE26.82 LF OF12" Ø A-2000 PVC@ 0.5% SLOPE7.50 LF OF12" Ø A-2000 PVC@ 0.3% SLOPEUST-08STA 24+08.61, 42.00 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5004.8812" INV IN (SW) = 5000.738" INV OUT (E) = 5000.7312" INV OUT (N) = 5000.56SUMP DEPTH = 3.00'INLET-05STA 27+01.33, 16.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.4412" INV OUT (E) = 4998.49SUMP DEPTH = 1.50'COMBO-07STA 23+92.34, 15.98' LTSDMH-02STA 27+59.53, 20.44' RTINLET-04STA 27+01.33, 16.50 RTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.4412" INV OUT (W) = 4998.41SUMP DEPTH = 1.50'COMBO-06STA 23+92.34, 15.83 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5003.5512" INV IN (W) = 5000.8612" INV OUT (NE) = 5000.86SUMP DEPTH = 1.50'SDMH-01STA 27+01.33, 6.00' RTEDGERTON AVE50055006 500650045004 50035002500150015001 500119.50 LF OF12" Ø RCP@ 0.3% SLOPE499049955000500550105015499049955000500550105015FG-EG-5008.0320+00FG-EG-5007.54FG-EG-5007.0221+00FG-5006.75EG-5006.12FG-5006.47EG-5005.1922+00FG-5006.20EG-5004.42 FG-5005.70 EG-5003.6323+00FG-5004.81 EG-5002.83 FG-5003.89 EG-5002.0524+00FG-5003.09 EG-5001.49 FG-5002.49 EG-5000.6525+00FG-5001.89 EG-4999.96 FG-5001.48 EG-4999.0626+00FG-5001.16 EG-4998.34 FG-5000.94 EG-4997.5627+00FG-5001.16 EG-4997.07 FG-4999.51 EG-4996.2528+00FG- EG-4995.5628+50VPI STA=22+84.46VPI ELEV=5006.01K=50.79LVC=65.00'HP STA 22+51.96HP ELEV=5006.19VPC STA=22+51.96VPC ELEV=5006.19VPT STA=23+16.96VPT ELEV=5005.41UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 27+30.53LENGTH = 64.00'TOP = 4997.50BOT = 4996.40UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 21+59.50LENGTH = 64.00'TOP = 5003.70BOT = 5002.6055.97 LF 15" @ 0.30%STA 21+00.00PROPERTY BOUNDARY STA 27+65.53PROPERTY BOUNDARYSTA 27+95.53END OF ASPHALTSTA 21+02.00END OF ASPHALTCOMBO-07STA 23+92.34INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5003.5812" INV OUT (E) = 5001.00SUMP DEPTH = 1.50'SDMH-02STA 27+59.53INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5001.1615" INV IN (S) = 4998.0615" INV OUT (E) = 4998.06SUMP DEPTH = 1.50'SDMH-01STA 27+01.33INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5000.7712" INV IN (E) = 4998.4312" INV IN (W) = 4998.4315" INV OUT (N) = 4998.23SUMP DEPTH = 1.50'UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 24+28.07LENGTH = 64.00'TOP = 5000.38BOT = 4999.28VPI STA=24+33.06VPI ELEV=5003.29K=50.83LVC=32.00'LP STA 24+49.06LP ELEV=5003.10VPC STA=24+17.06VPC ELEV=5003.58VPT STA=24+49.06VPT ELEV=5003.10VPI STA=27+04.26VPI ELEV=5000.81K=53.91LVC=75.01'LP STA 27+01.33LP ELEV=5000.94VPC STA=26+66.75VPC ELEV=5001.05VPT STA=27+41.76VPT ELEV=5001.09PVISTA=27+54.28ELEV=5001.19PVI STA=25+64.95 ELEV=5001.71 RCPRECORD DRAWING 2/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C803_EDGERTON-AVE_ROAD SHEETS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEDGERTON AVE ROADWAY IMPROVEMENTSSTATION 20+50 TO 28+506475.00541C803MMGLRHMEE2/2025 123KEY NOTESSTANDARD RECTANGULAR STORM DRAIN INLET (COB STD DWG NO. 02720-1A)COMBINATION STORM MANHOLE AND INLET (COB STD DWG NO. 02720-1B)STANDARD STRAIGHT STORM MANHOLE (COB STD DWG NO. 02720-4)UTILITY CONDUITS. SEE DETAIL ON SHEET C1202.IRRIGATION CONDUITS: INSTALL (1) 6" AND (2) 3" CL200 PVC CONDUITS, 24" DEEP.ABEXISTING GRADEPROPOSED GRADELEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE (4")PROPOSED GRAVEL SURFACEPROPOSED 6-INCH THICKNESS CONCRETE SURFACE4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR212313AAAEDGERTON AVENUESTA. 20+50 TO 28+50INSTALL RCP & A-2000 PVC STORM DRAIN PIPE AS SHOWNTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGROAD CROSS SECTION DETAIL PER SHEET C1203KURK DRSEE SHEET C801TEMPORARY GRAVELTURNAROUNDSTA 21+02END OF ASPHALTSTA 27+95END OF ASPHALTDEAD END BARRICADES PERCOB STD. DETAIL 09810-2SEE SHEET C1400DEAD END BARRICADES PERCOB STD. DETAIL 09810-23APROPOSED SEWER MAINPROPOSED WATER MAINEND OF SIDEWALKAAAEXISTING PERFORATEDPIPE TO BE PRESERVEDBBBBBBBBBBBBBBBLEE HAGEMAN48606JUNE 26, 2025 > >>>>>>>>>>>>>>>FDCFDC41+0042+0043+00 44+00 45+00 46+00 47+00 48+00 48+50 12+0013+0049954996 49964996 499749984999500050015002 5003 50045005500650075008 50005001 50016.0 SDWK5.5 BLVD35.0TBC-TBC5.5 BLVD6.0 SDWKEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPESSS8S8S8S8S8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYHDYH DYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSSSSSSSEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPE8W 8W 8W 8W SSSSWSWSWSWSFIREFIREFIREFIRECOMBO-10STA 43+93.61, 13.83' LTCOMBO-09STA 43+93.61, 13.83 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5004.7712" INV OUT (W) = 5001.74SUMP DEPTH = 1.50'UST-09STA 44+08.64, 42.00 LTRIM: 5005.3712" INV IN (SE) = 5001.588" INV OUT (W) = 5001.5812" INV OUT (N) = 5001.42SUMP DEPTH = 3.00'28 LF OF12" Ø A-2000 PVC@ 0.3% SLOPE24 LF OF12" Ø A-2000 PVC@ 0.3% SLOPECOMBO-08STA 46+99.86, 16.50 RTINSTALL NEW 48" Ø COMBINATION MH/INLETINLET-09STA 46+99.86, 16.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 5000.7012" INV OUT (E) = 4997.14SUMP DEPTH = 1.50'UST-07STA 47+13.52INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5000.5512" INV IN (SW) = 4996.7212" INV IN (N) = 4996.728" INV OUT (S) = 4996.728" INV OUT (E) = 4996.72SUMP DEPTH = 3.00'27 LF OF12" Ø A-2000 PVC@ 0.7% SLOPE30 LF OF12" Ø A-2000 PVC@ 0.7% SLOPE36 LF OF12" Ø A-2000 PVC@ 0.3% SLOPECOMBO-05STA 47+53.86, 44.00' RTGRATE @ FL: 4999.6412" INV IN (NE) = 4996.8312" INV OUT (S) = 4996.825001500250035004500550055005500650075008 GABRIEL AVEKURK DR499049955000500550105015 499049955000500550105015FG-EG-5008.5740+50FG-5008.35EG-5008.3441+00FG-5007.82EG-5007.39FG-5007.29EG-5006.4042+00FG-5006.76EG-5005.45FG-5006.23EG-5004.4843+00FG-5005.72 EG-5003.31 FG-5005.23 EG-5002.4344+00FG-5004.74 EG-5001.57 FG-5004.06 EG-5000.7245+00FG-5003.35 EG-4999.85 FG-5002.64 EG-4998.9946+00FG-5001.93 EG-4998.22 FG-5001.22 EG-4997.5147+00FG-5000.50 EG-4996.35 FG-5000.20 EG-4996.5548+00FG-4998.71 EG-4995.72 FG- EG-49+00-1.06%-0.98%-1.42%UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 47+30.56LENGTH = 64.00'TOP = 4997.50BOT = 4996.40-2.08%3.93%1.03%-1.03%-3.89%1.25%-1.47%-1.75%-23.99%COMBO-10STA 43+93.61INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5004.7712" INV IN (E) = 5001.6712" INV OUT (NW) = 5001.67SUMP DEPTH = 1.50'STA 41+00.00PROPERTY BOUNDARY STA 47+65.56PROPERTY BOUNDARYSTA 47+95.56END OF ASPHALTSTA 41+02.00END OF ASPHALTSTA 47+29.56 ELEV=5000.55 STA 47+49.56 ELEV=5000.48COMBO-08STA 46+99.86INSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 5000.7012" INV IN (W) = 4996.9212" INV OUT (NE) = 4996.92SUMP DEPTH = 1.50'UST-07STA 47+13.52INSTALL NEW 48" Ø STORM DRAIN MHRIM = 5000.5512" INV IN (SW) = 4996.7212" INV IN (N) = 4996.728" INV OUT (S) = 4996.728" INV OUT (E) = 4996.72SUMP DEPTH = 3.00'26.73 LF 12" @ 0.75%36.35 LF 12" @ 0.30%COMBO-05STA 47+53.86, 44.00 RTINSTALL NEW 48" Ø COMBINATION MH/INLETGRATE @ FL = 4999.6412" INV IN (NE) = 4996.8312" INV OUT (S) = 4996.83SUMP = 4995.33PVI STA=43+27.78 ELEV=5005.94 PVI STA=44+57.53 ELEV=5004.67 RECORD DRAWING 2/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C804_GABRIEL-AVE_ROAD SHEET.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAGABRIEL AVE ROADWAY IMPROVEMENTSSTATION 40+50 TO 49+006475.00542C804MMGLRHMEE2/2025 EXISTING GRADEPROPOSED GRADELEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACE (4")PROPOSED CRUSHED FINES SURFACEPROPOSED 6-INCH THICKNESS CONCRETE SURFACE4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOURSEE SHEET C306121233AAGABRIEL AVENUESTA. 41+02 TO 47+96INSTALL RCP & A-2000 PVC STORM DRAIN PIPE AS SHOWNTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGROAD CROSS SECTION DETAIL PER SHEET C1203KURK DRSEE SHEET C802STA 41+02END OF ASPHALTSTA 47+95END OF ASPHALTDEAD END BARRICADES PERCOB STD. DETAIL 09810-2SEE SHEET C1400DEAD END BARRICADES PERCOB STD. DETAIL 09810-2NO CONFLICT AT THIS LOCATION(SEE PLAN VIEW)SEE SHEET C303123KEY NOTESSTANDARD RECTANGULAR STORM DRAIN INLET (COB STD DWG NO. 02720-1A)COMBINATION STORM MANHOLE AND INLET (COB STD DWG NO. 02720-1B)STANDARD STRAIGHT STORM MANHOLE (COB STD DWG NO. 02720-4)UTILITY CONDUITS. SEE DETAIL ON SHEET C1202.IRRIGATION CONDUITS: INSTALL (1) 6" AND (2) 3" CL200 PVC CONDUITS, 24" DEEP.AB4INSTALL VALLEY GUTTER (COB STD DWG NO. 02529-1)4PROPOSED SEWER MAINPROPOSED WATER MAINBBBBBBBBALEE HAGEMAN48606JUNE 26, 2025 WWWWIITT>>>>>>>>>>>>>>> >>>>> >>>>> >>> >> >>>>>0+001+002+003+004+005+006+007+008+00EEEEEBP BP BP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NG NGBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTIL8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W SSDYHDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S16W 16W 16W 16W 16W 16W 16W SSS8W SS WS WS SS SSSSEEEEEBP BP BP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NG NGBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILSSS8S8S8S8S8S8SWS WS WSWSSS SS SS WS WS WS WS WS WS 4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 7+90.06, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 7+36.48, 0.00' RTMH-F-12STA 1+00.00, 0.0'SSMH-02STA 5+46.77, 0.0' RTSSMH-01STA 3+23.38, 0.0' RTSEWER SVC PLUG & MARKERSTA 7+36.48, 38.00' RTSURFACE FG = 5001.674" INVERT = 4996.17SEWER SVC PLUG & MARKERSTA 7+90.06, 38.00' RTSURFACE FG = 5001.624" INVERT = 4996.1290.0°'90.0°'90.0°'180.0°'180.0°'90.0°'DDDDDDD18SD 18SD 18SD 18SD 18SD 18SD15SDDD DD4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 3+58.83, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 4+06.95, 0.00' LTSEWER SVC PLUG & MARKERSTA 3+58.83, 38.00' RTSURFACE FG = 5001.344" INVERT = 4995.84SEWER SVC PLUG & MARKERSTA 4+06.95, 38.00' RTSURFACE FG = 5001.314" INVERT = 4995.81INSTALL TRENCH PLUG(SEE SHEET C1202)STA 5+41.27, 15.00' RT4980498549904995500050054980498549904995500050050+001+002+003+004+005+006+007+008+00EG CL-4995.29EG CL-4995.96EG CL-4996.67EG CL-4996.72EG CL-4997.33 EG CL-4997.43 EG CL-4997.17 EG CL-4997.35 EG CL-4997.36 EG CL-4997.23 EG CL-4997.09 EG CL-4996.95 EG CL-4996.62 EG CL-4996.13 EG CL-4995.77 EG CL-4995.78 EG CL-4996.03 FG CL-FG CL-FG CL-FG CL-4997.16FG CL-4998.40 FG CL-5000.00 FG CL-5000.96 FG CL-5001.22 FG CL-5000.98 FG CL-5000.91 FG CL-5001.12 FG CL-5001.33 FG CL-5000.99 FG CL-5000.70 FG CL-5000.61 FG CL-5000.72 FG CL-5000.98 INV-INV-INV-INV-4984.67INV-4984.97 INV-4985.26 INV-4985.55 INV-4985.99 INV-4986.22 INV-4986.44 INV-4986.66 INV-4987.07 INV-4987.29 INV-4987.52 INV-4987.74 INV-4987.97 INV-4988.19 218.89 LF 8" SDR 35 PVC @ 0.59%219.39 LF 8" SDR 35 PVC @ 0.45%318.86 LF 8" SDR 35 PVC @ 0.45%UTILITY CONDUIT CROSSING(S)STA 5+83.77, LENGTH = 61.97'TOP = 4997.40, BOT = 4996.30WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 3+48.83WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 4+01.95WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 7+28.48WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 7+82.06STORM DRAIN CROSSINGSTA 4+35.97TOP = 4999.11BOT = 4997.958" WATER MAIN CROSSINGSTA. 5+35.77TOP = 4993.84BOT = 4993.13STORM DRAIN CROSSINGSTA 6+98.15TOP = 4998.89BOT = 4997.72MH-F-12INSTALL NEW 60" Ø MANHOLESTA 1+00.00RIM = 4997.008" INV IN (E) = 4984.3915" INV IN (S) = 4983.9215" INV OUT (N) = 4983.72DEPTH = 13.28'SSMH-02INSTALL NEW 48" Ø MANHOLESTA 5+46.77RIM = 5001.368" INV IN (E) = 4987.078" INV IN (S) = 4987.078" INV OUT (W) = 4986.87DEPTH = 14.49'SSMH-01INSTALL NEW 48" Ø MANHOLESTA 3+23.38RIM = 5000.928" INV IN (E) = 4985.888" INV OUT (W) = 4985.68DEPTH = 15.24'STORM DRAIN CROSSINGSTA 1+30.00TOP = 4994.29BOT = 4992.76STORM DRAIN CROSSINGSTA 1+71.01TOP = 4994.59BOT = 4993.32VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C901-902_KURK DRIVE_SEWER SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE SEWER IMPROVEMENTS(1 OF 2)6475.00543C901CABLRHMEE6/2025 1DUPLEX WATER AND SEWER SERVICE RELOCATIONS FOR WATER ENTRY08/03/23LRH2ADD SWR SERVICE INVERTS TO KURK FRONTAGE DUPLEXES08/11/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH2ADD SWR SERVICE INVERTS TO KURK FRONTAGE DUPLEXESRECORD DRAWING 6/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED WATER MAINEXISTING GROUNDSURFACE AT CENTERLINEPROPOSED FINISHED GROUNDSURFACE AT CENTERLINEEDGERTON AVE SEWERSEE SHEET C903KURK DRIVEFOWLER AVENUE EDGERTON AVENUE MATCH LINE SEE SHEET C902KURK DRINSTALL 700 LF OF 8" SDR-35 PVC SEWER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGFOWLER LANE IMPROVEMENTSSEPARATED SUBMITTALAPPROVED BY THE CITY ONSEPTEMBER 9, 2022 (ENGINF-1584)11.0'11.0'11.0' DYHWVWVWV>>>>>>>>> >>>>> >>>>>>>>>>>>>>>>>>>>>> >7+008+009+0010+0011+0012+0013+0014+0015+00EEEEEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NGBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP ES8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S DYH DYH 8W 8W 8W 8W 8W 8W 8W 8WSSS8W8W8W8W8WWSWSSSWSWSSS WS WS SS WS WS SSEEE EEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NGBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP E8S8S8S8S8S8SSSSSSSWS WSWSWSWSWS SSWS4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 8+43.65, 0.00' RTSSMH-03STA 8+69.63, 0.0' RTSSMH-04STA 12+52.58, 0.0' RTSEWER SVC PLUG & MARKERSTA 8+43.65, 38.00' RTSURFACE FG = 5001.684" INVERT = 4996.18180.0°'90.0°'INSTALL TRENCH PLUG(SEE SHEET C1202)STA 8+75.23, 15.00' RT90.0°'90.0°'DDDD4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 10+18.78, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 10+72.36, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 9+65.19, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 9+11.61, 0.00' RTSEWER SVC PLUG & MARKERSTA 9+11.61, 38.00' RTSURFACE FG = 5002.484" INVERT = 4996.98SEWER SVC PLUG & MARKERSTA 9+65.19, 38.00' RTSURFACE FG = 5002.344" INVERT = 4996.84SEWER SVC PLUG & MARKERSTA 10+18.78, 38.00' RTSURFACE FG = 5002.324" INVERT = 4996.82SEWER SVC PLUG & MARKERSTA 10+72.36, 38.00' RTSURFACE FG = 5002.824" INVERT = 4997.32INSTALL TRENCH PLUG(SEE SHEET C1202)STA 12+47.08, 15.00' RT4985499049955000500550104985499049955000500550108+009+0010+0011+0012+0013+0014+0015+00EG CL-4996.03EG CL-4995.96EG CL-4995.59EG CL-4996.49EG CL-4997.27 EG CL-4997.04 EG CL-4996.51 EG CL-4996.47 EG CL-4996.26 EG CL-4995.96 EG CL-4996.38 EG CL-4995.88 EG CL-4997.54 EG CL-4998.23 EG CL-4998.43 FG CL-5000.98FG CL-5001.25FG CL-5001.73FG CL-5002.02FG CL-5001.84 FG CL-5001.28 FG CL-5001.08 FG CL-5001.30 FG CL-5001.36 FG CL-5000.72 FG CL-4999.82 FG CL-4998.92 FG CL-4998.37 FG CL- FG CL- INV-4988.19INV-4988.41INV-4988.82INV-4989.05INV-4989.27 INV-4989.50 INV-4989.73 INV-4989.95 INV-4990.18 INV-4990.41 INV- INV- INV- INV- INV-UTILITY CONDUIT CROSSING(S)STA 12+15.58, LENGTH = 62.00'TOP = 4997.50, BOT = 4996.40378.96 LF 8" SDR 35 PVC @ 0.45%WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 8+35.65WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 9+06.61WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 9+60.19WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 10+13.78WATER SERVICE CROSSING1.25" TYPE "K" DOMESTICSTA 10+67.36STORM DRAIN CROSSINGSTA 10+95.69TOP = 4999.28BOT = 4998.12SSMH-03INSTALL NEW 48" Ø MANHOLESTA 8+69.63RIM = 5001.548" INV IN (E) = 4988.698" INV IN (S) = 4988.698" INV OUT (W) = 4988.49DEPTH = 13.05'SSMH-04INSTALL NEW 48" Ø MANHOLESTA 12+52.58RIM = 5000.628" INV IN (S) = 4990.618" INV OUT (W) = 4990.41DEPTH = 10.21'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C901-902_KURK DRIVE_SEWER SHEETS.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE SEWER IMPROVEMENTS(2 OF 2)6475.00544C902CABLRHMEE6/2025 1DUPLEX WATER AND SEWER SERVICE RELOCATIONS FOR WATER ENTRY08/03/23LRH2ADD SWR SERVICE INVERTS TO KURK FRONTAGE DUPLEXES08/11/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH2ADD SWR SERVICE INVERTS TO KURK FRONTAGE DUPLEXES0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED WATER MAINEXISTING GROUNDSURFACE AT CENTERLINEPROPOSED FINISHED GROUNDSURFACE AT CENTERLINEGABRIEL AVE SEWERSEE SHEET C904CENTRAL CORRIDOR SEWERSEE SHEET C905KURK DRIVEGABRIEL AVENUE MATCH LINESEE SHEET C901 RECORD DRAWING 6/2025 KURK DRINSTALL 453 LF OF 8" SDR-35 PVC SEWER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDING11.0'11.0'11.0'11.0' 498549904995500050055010498549904995500050055010EG CL-5007.54EG CL-5007.02EG CL-5006.12EG CL-5005.19EG CL-5004.42EG CL-5003.63 EG CL-5002.83 EG CL-5002.05 EG CL-5001.49 EG CL-5000.65 EG CL-4999.96 EG CL-4999.06 EG CL-4998.34 EG CL-4997.56 EG CL-4997.07 EG CL-4996.25 EG CL-4995.56 EG CL-20+5021+0022+0023+0024+0025+0026+0027+0028+0029+00FG CL-FG CL-FG CL-5006.75FG CL-5006.47FG CL-5006.20FG CL-5005.70 FG CL-5004.81 FG CL-5003.89 FG CL-5003.09 FG CL-5002.49 FG CL-5001.89 FG CL-5001.48 FG CL-5001.16 FG CL-5000.94 FG CL-5001.16 FG CL-4999.51 FG CL- FG CL- INV-INV-4996.62INV-4996.06INV-4995.66INV-4995.26INV-4994.86 INV-4994.46 INV-4994.06 INV-4993.03 INV-4992.08 INV-4991.13 INV-4990.18 INV-4989.23 INV-4988.28 INV-4987.33 INV- INV- INV-SSMH-06INSTALL NEW 48" Ø MANHOLESTA 21+38.75RIM ELEV=5006.818" INV IN (S) = 4996.338" INV OUT (N) = 4996.13DEPTH = 10.68'262.78 LF 8" SDR 35 PVC @ 0.80%SSMH-05INSTALL NEW 48" Ø MANHOLESTA 24+05.53RIM ELEV=5003.798" INV IN (S) = 4994.038" INV OUT (N) = 4993.83DEPTH = 9.96'356.01 LF 8" SDR 35 PVC @ 1.90%SSMH-02INSTALL NEW 48" Ø MANHOLESTA 27+65.53RIM ELEV=5001.368" INV IN (E) = 4987.078" INV IN (S) = 4987.078" INV OUT (W) = 4986.87DEPTH = 14.49'UTILITY CONDUIT CROSSING(S)STA 27+28.53, LENGTH = 64.00'TOP = 4997.50, BOT = 4996.40UTILITY CONDUIT CROSSING(S)STA 21+61.50, LENGTH = 64.00'TOP = 5003.70, BOT = 5002.60STORM DRAIN CROSSINGSTA 23+92.34TOP = 5001.93BOT = 5000.76UTILITY CONDUIT CROSSING(S)STA 24+28.07, LENGTH = 64.00'TOP = 5000.38, BOT = 4999.28STORM DRAIN CROSSINGSTA 27+01.33TOP = 4999.44BOT = 4998.28W W W W W W 4" FIRE SVC XINGSTA. 25+46.73WATER SVC XING36.76 LF 8" SDR 35 PVC @ 0.80%EXST PERFORATED PIPE XING(PRESERVE)STA 21+13.64TOP = 5002.47, BOT = 5001.931.5" WATER SVC XINGSTA. 22+82.808" WATER MAIN CROSSINGSTA. 23+07.80TOP = 4998.18BOT = 4997.47WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>>>>>>>> > > >>>>> >>[][][][][][][][][][]20+0021+0022+0023+0024+0025+0026+0027+0028+0028+66EEEEEEEEGGBPBPBPBPBPBPBPBPBPBPBPEEBPUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBP NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSDYHDYH8S8S8S8S8S8S6WS8W8W8W8W8W8WSSSSSSSSSSSS SSSSSS EEEEEEEEGGBPBPBPBPBPBPBPBPBPBPBPEEBPUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBP NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSUD8W8W8W8W8WWSWSWSWSWSWSWSFIREFIREWSFIREFIREFIREWSWSDDDDDSSMH-02STA 27+65.53, 0.0'SSMH-05STA 24+05.53, 0.0'SSMH-06STA 21+38.75, 0.0'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 22+48.36, 0.00'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 26+42.24, 0.00'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 23+74.48, +0.01' RT6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 24+76.12, 0.00'4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 26+96.33, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 26+50.17, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 25+93.43, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 25+38.73, 0.00' RT4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 24+89.10, 0.00' LTSEWER SVC PLUG & MARKERSTA 26+42.24, 38.00' RTSURFACE FG = 5002.676" INVERT = 4997.17SEWER SVC PLUG & MARKERSTA 26+50.17, 38.00' LTSURFACE FG = 5001.804" INVERT = 4996.30SEWER SVC PLUG & MARKERSTA 26+96.33, 38.00' LTSURFACE FG = 5001.394" INVERT = 4995.89SEWER SVC PLUG & MARKERSTA 25+93.43, 38.00' LTSURFACE FG = 5002.214" INVERT = 4996.71SEWER SVC PLUG & MARKERSTA 25+38.73, 38.00' LTSURFACE FG = 5002.514" INVERT = 4997.01SEWER SVC PLUG & MARKERSTA 24+89.10, 38.00' LTSURFACE FG = 5003.044" INVERT = 4997.54SEWER SVC PLUG & MARKERSTA 24+76.12, 38.00' RTSURFACE FG = 5004.186" INVERT = 4998.68SEWER SVC PLUG & MARKERSTA 22+48.36, 30.00' LTSURFACE FG = 5006.346" INVERT = 5000.84SEWER SVC PLUG & MARKERSTA 23+74.48, 38.00' RTSURFACE FG = 5005.706" INVERT = 5000.20180.0°'180.0°'90.0°'90.0°'INSTALL TRENCH PLUG(SEE SHEET C1202)STA 21+25.00, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 23+82.34, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 27+50.53, 5.50' LTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C903_EDGERTON-AVE_SEWER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEDGERTON AVE SEWER IMPROVEMENTS6475.00545C903CABLRHMEE6/2025 1DUPLEX WATER AND SEWER SERVICE RELOCATIONS FOR WATER ENTRY08/17/23LRH2FIX SVC INVERT SIZE DISCREPANCY08/25/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH2FIX SVC INVERT SIZE DISCREPANCY0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED WATER MAINEXISTING GROUNDSURFACE AT CENTERLINEPROPOSED FINISHED GROUNDSURFACE AT CENTERLINEKURK DRIVE SEWERSEE SHEET C901KURK DRIVE EDGERTON AVENUERECORD DRAWING 6/2025 EDGERTON AVENUEINSTALL 665 LF of 8" SDR-35 PVC SEWER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL CAP ON SEWER MAINSTUB AT PROPERTY BOUNDARY11.0'11.0' 49904995500050055010501549904995500050055010501540+5041+0042+0043+0044+0045+0046+0047+0048+0048+50EG CL-5008.57EG CL-5008.34EG CL-5007.39EG CL-5006.40EG CL-5005.45 EG CL-5004.48 EG CL-5003.31 EG CL-5002.43 EG CL-5001.57 EG CL-5000.72 EG CL-4999.85 EG CL-4998.99 EG CL-4998.22 EG CL-4997.51 EG CL-4996.35 EG CL-4996.55 EG CL-4995.72 FG CL-FG CL-FG CL-5007.82FG CL-5007.29FG CL-5006.76 FG CL-5006.23 FG CL-5005.72 FG CL-5005.23 FG CL-5004.74 FG CL-5004.06 FG CL-5003.35 FG CL-5002.64 FG CL-5001.93 FG CL-5001.18 FG CL-5000.45 FG CL-4999.08 FG CL- INV-INV-4997.91INV-4997.56INV-4996.84INV-4996.19 INV-4995.54 INV-4994.89 INV-4994.24 INV-4993.59 INV-4992.94 INV-4992.21 INV-4991.84 INV-4991.46 INV-4991.09 INV-4990.71 INV- INV-367.08 LF 8" SDR 35 PVC @ 1.30%225.37 LF 8" SDR 35 PVC @ 0.75%UTILITY CONDUIT CROSSING(S)STA 47+28.56, LENGTH = 64.00'TOP = 4997.50, BOT = 4996.40STORM DRAIN CROSSINGSTA 43+93.61TOP = 5002.71BOT = 5001.68STORM DRAIN CROSSINGSTA 46+99.86TOP = 4998.03BOT = 4997.01SSMH-08INSTALL NEW 48" Ø MANHOLESTA 41+65.12RIM ELEV=5007.668" INV IN (S) = 4997.478" INV OUT (N) = 4997.27DEPTH = 10.39'SSMH-07INSTALL NEW 48" Ø MANHOLESTA 45+36.20RIM ELEV=5003.558" INV IN (S) = 4992.508" INV OUT (N) = 4992.30DEPTH = 11.25'SSMH-04INSTALL NEW 48" Ø MANHOLESTA 47+65.56RIM ELEV=5000.628" INV IN (S) = 4990.618" INV OUT (W) = 4990.41DEPTH = 10.21'63.13 LF 8" SDR 35 PVC @ 0.70%> > > > >>>>>>>>>>>>>>>FDCFDCFDC40+0041+0042+0043+0044+0045+0046+0047+0048+0048+50DDEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGUTILUTILUTILNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILESSS8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYH DYHDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSSSSSSSEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGUTILUTILUTILNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILE8W 8W 8W 8W 8W 8W SSSSWSWSWSWSFIREFIREFIREFIRE6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 45+92.79, 0.00'4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 47+05.86, 0.00'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 43+55.94, 0.00'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 42+11.31, 0.00'4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 44+84.51, 0.00'SSMH-04STA 47+65.56, 0.0'SSMH-07STA 45+36.20, 0.0'SSMH-08STA 41+65.12, 0.0'SEWER SVC PLUG & MARKERSTA 43+55.94, 37.99' LTSURFACE FG = 5005.996" INVERT = 5000.49SEWER SVC PLUG & MARKERSTA 42+11.31, 38.00' LTSURFACE FG = 5007.756" INVERT = 5002.25SEWER SVC PLUG & MARKERSTA 44+84.51, 38.00' LTSURFACE FG = 5004.894" INVERT = 4999.39SEWER SVC PLUG & MARKERSTA 47+05.86, 38.00' LTSURFACE FG = 5002.394" INVERT = 4996.89180.0°'180.0°'90.0°'INSTALL TRENCH PLUG(SEE SHEET C1202)STA 47+50.56, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 43+83.61, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 41+50.12, 5.50' LTSEWER SVC PLUG & MARKERSTA 45+92.79, 38.00' LTSURFACE FG = 5003.486" INVERT = 4997.98THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C904_GABRIEL AVE_SEWER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAGABRIEL AVE SEWER IMPROVEMENTS6475.00546C904CABLRHMEE6/2025 1SEWER SVC RELOCATIONS TO MATCH PLUMBING PLANS & WTR ENTRY09/26/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED WATER MAINEXISTING GROUNDSURFACE AT CENTERLINEPROPOSED FINISHED GROUNDSURFACE AT CENTERLINEKURK DRIVE SEWERSEE SHEET C902KURK DRIVEGABRIEL AVENUERECORD DRAWING 6/2025 GABRIEL AVENUEINSTALL 665 LF OF 8" SDR-35 PVC SEWER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL CAP ON SEWER MAINSTUB AT PROPERTY BOUNDARY11.0'11.0' 4985499049955000500550104985499049955000500550100+001+002+003+004+005+006+007+008+00EG CL-4995.36EG CL-4996.19EG CL-4997.56EG CL-4996.50EG CL-4998.42 EG CL-4999.38 EG CL-4998.26 EG CL-4999.83 EG CL-5000.39 EG CL-5001.09 EG CL-5002.02 EG CL-5002.95 EG CL-5003.46 EG CL-5003.59 EG CL-5003.88 EG CL-5004.48 EG CL- FG CL-4996.50FG CL-5001.54FG CL-5001.92FG CL-5002.10FG CL-5001.93 FG CL-5002.28 FG CL-5002.59 FG CL-5003.17 FG CL-5004.01 FG CL-5004.95 FG CL-5006.03 FG CL-5006.42 FG CL-5006.72 FG CL-5006.60 FG CL-5006.40 FG CL-5006.37 FG CL- INV-INV-INV-4989.65INV-4990.65INV-4991.79 INV-4992.24 INV-4992.69 INV-4993.14 INV-4993.59 INV-4994.04 INV-4994.50 INV-4994.95 INV-4995.49 INV-4995.74 INV-4995.99 INV-4996.24 INV-98.76 LF 8" PVC @ 2.00%31.38 LF 8" PVC @ 2.00%387.97 LF 8" PVC @ 0.90%185.51 LF 8" PVC @ 0.50%SSMH-03INSTALL NEW 48" Ø MANHOLESTA 0+50.00RIM ELEV=5001.548" INV IN (E) = 4988.698" INV IN (S) = 4988.698" INV OUT (W) = 4988.49DEPTH = 13.05'SSMH-09INSTALL NEW 48" Ø MANHOLESTA 1+52.75RIM ELEV=5002.208" INV IN (SW) = 4990.878" INV OUT (N) = 4990.67DEPTH = 11.53'SSMH-10INSTALL NEW 48" Ø MANHOLESTA 1+88.12RIM ELEV=5002.028" INV IN (S) = 4991.708" INV OUT (NE) = 4991.50DEPTH = 10.52'SSMH-12INSTALL NEW 48" Ø MANHOLESTA 7+69.58RIM ELEV=5006.698" INV OUT (W) = 4996.33DEPTH = 10.36'SSMH-11INSTALL NEW 48" Ø MANHOLESTA 5+80.08RIM ELEV=5006.798" INV IN (E) = 4995.408" INV OUT (N) = 4995.20DEPTH = 11.59'4" WATER SVC XINGSTA. 4+49.314" WATER SVC XINGSTA. 3+80.34W W W 8" WATER MAIN CROSSINGSTA. 5+18.08TOP = 4999.01BOT = 4998.30[][][]>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>FDCFDC FDCFDC 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8WDYH 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SS S S S 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8WD YHWSWSSSWSWSSSWSWSSSEE E E E E E GE E NGNG NG NG BPBPBPBPNG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBP BP BP BP BP BPBP UTIL UTILUTILUTIL UTILUTIL SS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S co coSS SSWSWSFIRE FIRE FIRE WS WS WS WS FIRE FIREFIREWS WS WSWSSS SSSSWS WS SSFIRE FIRE FIRE FIRE D D EE E E E E E GE E NGNG NG NG BPBPBPBPNG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBP BP BP BP BP BPBP UTIL UTILUTILUTIL UTILUTIL6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 3+56.31, 0.00'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 4+70.62, 0.00'4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 6+78.16, 0.00'4" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 7+64.72, 0.00'45° SS SVC FITTING WITH 2-WAY CLEANOUT& TRAFFIC RATED LIDN: 107141.06, E: 371416.47FG = 5006.44SSMH-03STA 0+50.00, 0.0'SSMH-12STA 7+69.58, 0.0'SSMH-11STA 5+80.08, 0.0'SSMH-10STA 1+88.12, 0.0'SSMH-09STA 1+52.75, 0.0'SEWER SVC PLUG & MARKERSTA 3+56.31, 45.75' LTSURFACE FG = 5005.186" INVERT = 4999.68SEWER SVC PLUG & MARKERSTA 4+70.62, 42.50' LTSURFACE FG = 5006.616" INVERT = 5001.11SEWER SVC PLUG & MARKERSTA 6+78.16, 37.75' RTSURFACE FG = 5008.064" INVERT = 5002.56SEWER SVC PLUG & MARKERSTA 7+64.72, 36.00' RTSURFACE FG = 5008.714" INVERT = 5003.21SEWER SVC PLUG & MARKERN: 107122.92, E: 371416.51FG = 5007.086" INVERT = 5001.58135.0°'135.0°'90.0°'90.0°'INSTALL TRENCH PLUG(SEE SHEET C1202)STA 0+65.00, 5.61' LT90.0°'6" SEWER SERVICE WYE (DEEP)PER COB STD DETAIL 02730-3STA 5+74.82, 0.00' RT45° SS SVC FITTING WITH 2-WAY CLEANOUT& TRAFFIC RATED LIDN: 107173.11, E: 371448.37FG = 5006.68VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C905_CENTRAL CORRIDOR_SEWER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANACENTRAL CORRIDOR SEWER IMPROVEMENTS6475.00547C905CABLRHMEE6/2025 1WATER AND SEWER SERVICE RELOCATIONS PER MEP & ARCH10/03/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED WATER MAINEXISTING GROUNDSURFACE AT CENTERLINEPROPOSED FINISHED GROUNDSURFACE AT CENTERLINEKURK DRIVE SEWERSEE SHEET C902KURK DRIVE RECORD DRAWING 6/2025 CENTRAL CORRIDORINSTALL 723 LF OF 8" SDR-35 PVC SEWER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDING11.0'11.0'11.0'11.0' E1 A/B2 A/B3 A/B8 A/B9 A/B10 A/B4 A/B>>>>>>>>>>>>>>> >>>>> >>>>> >>> >> >>>>>EWWWWGIITTFINISH FLOORCONCRETE SLAB = 4998.33FINISH FLOOR CONCRETE SLAB = 4999.91BOZEMAN HAUS TWO LLCC.O.S. 2074 TRACT 1MWDDDDDDD18SD 18SD 18SD 18SD 18SD 18SD15SDDD DDS-1AS-1BR-1S-4AR-2EEEEEBP BP BP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NG NGBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTIL8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W SSDYHDYH8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S16W 16W 16W 16W 16W 16W 16W SSS8W SS WS WS SS SSSSEEEEEBP BP BP BP BPBPBP EEUTIL UTILUTILUTILUTILUTIL NG NG NGBPBPBPBP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILSSS8S8S8S8S8S8SWS WS WSWSSS SS SS WS WS WS WS WS WS SSSSSSSSSSSS1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 3+49, 37.50' RTFG = 5001.34, INV = 4994.341.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 4+02, 37.50' RTFG = 5001.32, INV = 4994.321.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 7+28, 37.50' RTFG = 5001.67, INV = 4994.671.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 7+82, 37.50' RTFG = 5001.62, INV = 4994.62INSTALL TRENCH PLUG(SEE SHEET C1202)STA 5+41.27, 15.00' RT11.0'16 X 8 TEESTA 0+88.01, 11.00' LT8 X 6 TEESTA 1+59.01, 11.00' LT8" CROSSSTA 5+35.77, 11.00' LT8 X 6 TEESTA 6+00.97, 11.00' LT8" GATE VALVESTA 1+51.29, 11.01' LT8" GATE VALVESTA 4+94.68, 11.00' LT8" GATE VALVESTA 5+88.77, 11.00' LTFIRE HYDRANTSTA 6+00.96, 20.50' LTFIRE HYDRANTSTA 1+59.01, 20.50' LT11.0'0+001+002+003+004+005+006+007+008+00EG CL-4995.29EG CL-4995.96EG CL-4996.67EG CL-4996.72EG CL-4997.33 EG CL-4997.43 EG CL-4997.17 EG CL-4997.35 EG CL-4997.36 EG CL-4997.23 EG CL-4997.09 EG CL-4996.95 EG CL-4996.62 EG CL-4996.13 EG CL-4995.77 EG CL-4995.78 EG CL-4996.03 FG CL-FG CL-FG CL-FG CL-4997.16FG CL-4998.37 FG CL-4999.77 FG CL-5000.67 FG CL-5001.07 FG CL-5000.98 FG CL-5000.91 FG CL-5001.12 FG CL-5001.34 FG CL-5001.09 FG CL-5000.85 FG CL-5000.75 FG CL-5000.86 FG CL-5001.14 INV-INV-INV-4988.61INV-4989.05INV-4989.51 INV-4990.04 INV-4990.72 INV-4991.41 INV-4992.12 INV-4992.64 INV-4993.06 INV-4993.16 INV-4993.10 INV-4992.98 INV-4992.87 INV-4992.75 INV-4992.63 8 X 6 TEESTA 1+59.01PIPE INV = 4989.128" CROSSSTA 5+35.77PIPE INV = 4993.158 X 6 TEESTA 6+00.97PIPE INV = 4993.1016 X 8 TEESTA 0+88.018" PIPE INV = 4988.518" GATE VALVESTA 1+51.29PIPE INV = 4989.068" GATE VALVESTA 4+94.68PIPE INV = 4993.048" GATE VALVESTA 5+88.77PIPE INV = 4993.17UTILITY CONDUIT CROSSING(S)STA 5+81.77, LENGTH = 61.97'TOP = 4997.40, BOT = 4996.30STORM DRAIN CROSSINGSTA 4+35.97TOP = 4999.11BOT = 4997.95STORM DRAIN CROSSINGSTA 6+98.15TOP = 4998.89BOT = 4997.72SEWER SVC XING (TYP.)INSTALL 4" INSULATIONPER STANDARD DETAILSTA 4+36INSTALL 4" INSULATIONPER STANDARD DETAILSTA 6+98STORM DRAIN CROSSINGSTA 1+71.01TOP = 4994.59BOT = 4993.32STORM DRAIN CROSSINGSTA 1+30.00TOP = 4994.29BOT = 4992.76INSTALL 4" INSULATIONPER STANDARD DETAILSTA 1+71INSTALL 4" INSULATIONPER STANDARD DETAILSTA 1+306.5' MIN BURY(TYP.)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1001-1002_KURK DRIVE_WATER SHEETS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE WATER IMPROVEMENTS(1 OF 2)6475.00548C1001CABLRHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY09/21/23LRH LRH RECORD DRAWING 6/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060MATCH LINE SEE SHEET C1002PROPOSED SEWER MAINPROPOSED STORM SEWERPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEEDGERTON AVENUE KURK DRFOWLER LANE EDGERTON AVE WATERSEE SHEET C1003FOWLER LANE WATERDESIGN SUBMITTED SEPARATELYKURK DRINSTALL 712 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTSEWER MAIN XING (TYP.)STA 1+59.01NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB DETAIL 02660-4BURY = 4997.26DEPTH = 8.0'STA 6+00.96NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB DETAIL 02660-4BURY = 5001.18DEPTH = 8.0'LEE HAGEMAN48606JUNE 26, 2025 M8 A/B9 A/B10 A/B11 A/B13 A/B14 A/B12 A/B>>>>>>>>> >>>>> >>>>>>>>>>>>>>>>>>>>>> >DYHWVWVWVBOZEMAN HAUS TWO LLCC.O.S. 2074 TRACT 1MWMWDDDDS-4AS-4BR-3R-2R-6EEEEEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NGBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP ES8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S DYH DYH 8W 8W 8W 8W 8W 8W 8W 8WSSS8W8W8W8W8WWSWSSSWSWSSS WS WS SS WS WS SSEEE EEEEEUTILUTILUTIL UTIL UTILUTILUTIL UTIL UTIL UTIL UTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGUTILUTILUTILNG NG NG NGBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BPBPBPBPBPBPBPBPBP E8S8S8S8S8S8SSSSSSSWS WSWSWSWSWS SSWS8" TEESTA 8+80.63, 11.00' LT8" GATE VALVESTA 8+60.13, 11.00' LT8" GATE VALVESTA 8+90.12, 11.00' LTPI: 8+37.12 PI: 12+14.581.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 8+36, 37.50' RTFG = 5001.68, INV = 4994.681.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 9+07, 37.50' RTFG = 5002.45, INV = 4995.451.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 9+60, 37.50' RTFG = 5002.33, INV = 4995.331.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 10+14, 37.50' RTFG = 5002.33, INV = 4995.331.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 10+67, 37.50' RTFG = 5002.74, INV = 4995.74INSTALL TRENCH PLUG(SEE SHEET C1202)STA 8+75.23, 15.00' RTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 12+47.08, 15.00' RT8" CROSSSTA 12+41.58, 11.00' LT8 X 6 TEESTA 11+88.39, 11.00' LT8 X 6 TEESTA 9+33.37, 11.00' LT8" GATE VALVESTA 9+38.37, 11.00' LT8" GATE VALVESTA 12+00.58, 11.00' LT8" GATE VALVESTA 13+01.75, 9.97' LT8" GATE VALVESTA 14+38.78, 7.09' LTFIRE HYDRANTSTA 9+33.37, 20.50' LTFIRE HYDRANTSTA 11+88.39, 20.50' LT11.0'8+009+0010+0011+0012+0013+0014+0015+0015+50EG CL-4996.03EG CL-4995.96EG CL-4995.59EG CL-4996.49EG CL-4997.27 EG CL-4997.04 EG CL-4996.51 EG CL-4996.47 EG CL-4996.26 EG CL-4995.96 EG CL-4996.38 EG CL-4995.88 EG CL-4997.54 EG CL-4998.23 EG CL-4998.43 EG CL- FG CL-5001.14FG CL-5001.43FG CL-5001.80FG CL-5002.04FG CL-5001.85 FG CL-5001.28 FG CL-5001.07 FG CL-5001.29 FG CL-5001.23 FG CL-5000.67 FG CL-4999.74 FG CL-4998.81 FG CL-4998.24 FG CL- FG CL- FG CL- INV-4992.63INV-4992.66INV-4993.01INV-4993.36INV-4993.34 INV-4993.32 INV-4993.29 INV-4993.27 INV-4993.20 INV-4992.90 INV-4991.86 INV-4991.03 INV-4990.40 INV- INV- INV-8" TEESTA 8+80.63PIPE INV = 4992.818 X 6 TEESTA 9+33.37PIPE INV = 4993.358 X 6 TEESTA 11+88.39PIPE INV = 4993.268" CROSSSTA 12+41.58PIPE INV = 4993.04UTILITY CONDUIT CROSSING(S)STA 12+19.58, LENGTH = 62.00'TOP = 4997.50, BOT = 4996.40STORM DRAIN CROSSINGSTA 10+95.69TOP = 4999.28BOT = 4998.12STORM DRAIN CROSSINGSTA 13+04.94TOP = 4997.87BOT = 4996.708" GATE VALVESTA 8+60.13PIPE INV = 4992.698" GATE VALVESTA 8+90.12PIPE INV = 4992.918" GATE VALVESTA 9+38.37PIPE INV = 4993.368" GATE VALVESTA 12+00.58PIPE INV = 4993.208" GATE VALVESTA 13+01.75PIPE INV = 4991.838" GATE VALVESTA 14+38.78PIPE INV = 4990.15SEWER SVC XING (TYP.)INSTALL 4" INSULATIONPER STANDARD DETAILSTA 13+05INSTALL 4" INSULATIONPER STANDARD DETAILSTA 10+966.5' MIN BURY(TYP.)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1001-1002_KURK DRIVE_WATER SHEETS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAKURK DRIVE WATER IMPROVEMENTS(2 OF 2)6475.00549C1002CABLRHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY09/21/23LRH LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060MATCH LINESEE SHEET C1001 RECORD DRAWING 6/2025 PROPOSED SEWER MAINPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEGABRIEL AVENUE KURK DRGABRIEL AVE WATERSEE SHEET C1004EXISTING 8" WATER MAINCENTRAL CORRIDOR WATERSEE SHEET C1005CONNECT TO EXISTING 8" WATER MAINCONTRACTOR TO VERIFY LOCATIONAND DEPTHKURK DRINSTALL 639 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTCONNECT TO EXISTING 8" WATER MAINCONTRACTOR TO VERIFY LOCATIONAND DEPTH11.0'STA 9+33.37NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB DETAIL 02660-4BURY = 5001.93DEPTH = 8.5'STA 11+88.39NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB DETAIL 02660-4BURY = 5001.35DEPTH = 8.0'LEE HAGEMAN48606JUNE 26, 2025 WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>>>>>>>> > > >>>FDC>> >>[][][][][][][][][][]8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSDYHDYH8S8S8S8S8S8S6WS8W8W8W8W8W8WSSSSSSSSSSSS SSSSSS EEEEEEEEGGBPBPBPBPBPBPBPBPBPBPBPEEBPUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBP NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSUD8W8W8W8W8WWSWSWSWSWSWSWSFIREFIREWSFIREFIREFIREWSWSDDDDDEEEEEEEEGGBPBPBPBPBPBPBPBPBPBPBPEEBPUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGUTILUTILUTILUTILUTILUTILUTILUTILUTILBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBP NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8" CROSSSTA 27+76.53, 11.00' LT8" CAP WITH TEMP BLOWOFFSTA 28+00.53, 11.00' LT8" GATE VALVESTA 27+13.53, 11.00' LT8" GATE VALVESTA 21+50.48, 11.00' LT8" GATE VALVESTA 21+40.48, 11.00' LT8" CAPSTA 21+00.00, 11.00' LT8 X 6 TEESTA 24+49.33, 11.00' LT8" GATE VALVESTA 24+54.33, 11.00' LTFIRE HYDRANTSTA 21+08.00, 20.50' RTFIRE HYDRANTSTA 24+49.33, 20.50' LT8 X 4 TEESTA 23+28.19, 11.00' LT1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 25+44, 37.50' LTFG = 5002.47, INV = 4995.471.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 24+94, 37.50' LTFG = 5002.97, INV = 4995.971.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 26+01, 37.50' LTFG = 5002.19, INV = 4995.191.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 26+55, 37.50' LTFG = 5001.81, INV = 4994.811.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 27+09, 37.50' LTFG = 5001.40, INV = 4994.404" GATE VALVESTA 23+28.19, 29.23' LT8 X 4 TEESTA 25+46.73, 11.00' LT4" GATE VALVESTA 25+46.73, 30.00' RTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 27+50.53, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 23+82.34, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 21+25.00, 5.50' LT8 X 6 TEESTA 21+08.00, 11.00' LT8" TEESTA 21+45.48, 11.00' LT1-1/2" TYPE "K" COPPER WATER SVCIRRIGATION TAP TO INCLUDE WATER METERCURB STOP (COB STD DETAIL 02660-6)STA 22+83, 38.00' RTFG = 5006.51, INV = 4999.518" GATE VALVESTA 23+02.80, 11.00' LT8" TEESTA 23+07.81, 11.00' LT8" GATE VALVESTA 23+12.80, 11.00' LT2" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 25+49, 38.00' RTFG = 5002.43, INV = 4995.432" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 23+32, 38.00' LTFG = 5006.03, INV = 4999.034" 90° HORIZ. BENDSTA 25+46.73, 75.67' RTIRRIGATION METER PIT(COB STD DETAIL 02660-19)CONT. PER LANDSCAPE PLANSSTA 22+83, 44.00' RTFG = 5006.63, INV = 4999.6320+5021+0022+0023+0024+0025+0026+0027+0028+0029+00EG CL-5007.54EG CL-5007.02EG CL-5006.12EG CL-5005.19EG CL-5004.42EG CL-5003.63 EG CL-5002.83 EG CL-5002.05 EG CL-5001.49 EG CL-5000.65 EG CL-4999.96 EG CL-4999.06 EG CL-4998.34 EG CL-4997.56 EG CL-4997.07 EG CL-4996.25 EG CL-4995.56 EG CL- FG CL-FG CL-FG CL-5006.75FG CL-5006.47FG CL-5006.20FG CL-5005.70 FG CL-5004.81 FG CL-5003.89 FG CL-5003.09 FG CL-5002.49 FG CL-5001.89 FG CL-5001.48 FG CL-5001.16 FG CL-5000.94 FG CL-5001.16 FG CL-4999.51 FG CL- FG CL- INV-INV-INV-4998.60INV-4998.24INV-4997.89INV-4997.53 INV-4996.96 INV-4996.01 INV-4995.03 INV-4994.48 INV-4993.96 INV-4993.71 INV-4993.46 INV-4993.21 INV-4993.15 INV-4992.97 INV- INV-8" CAPSTA 21+00.00PIPE INV = 4999.308" CROSSSTA 27+76.53PIPE INV = 4993.158" CAP WITH TEMP BLOWOFFSTA 28+00.53PIPE INV = 4992.97UTILITY CONDUIT CROSSING(S)STA 21+57.50, LENGTH = 64.00'TOP = 5003.70, BOT = 5002.60UTILITY CONDUIT CROSSING(S)STA 27+32.53, LENGTH = 64.00'TOP = 4997.50, BOT = 4996.40STORM DRAIN CROSSINGSTA 23+92.34TOP = 5001.93, BOT = 5000.768" GATE VALVESTA 21+40.48PIPE INV = 4998.758" GATE VALVESTA 21+50.48PIPE INV = 4998.608" GATE VALVESTA 27+13.53PIPE INV = 4993.14STA 21+08.00NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5006.93DEPTH = 7.5'STA 24+49.33NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5003.14DEPTH = 8.0'8 X 4 TEESTA 23+28.19PIPE INV = 4997.34STA 24+54.338" GATE VALVEPIPE INV = 4994.998 X 6 TEESTA 24+49.33PIPE INV = 4995.06SEWER SVC XING (TYP.)STORM DRAIN CROSSINGSTA 27+01.33TOP = 4999.44, BOT = 4998.28UTILITY CONDUIT CROSSING(S)STA 24+28.07, LENGTH = 64.00'TOP = 5000.38, BOT = 4999.28INSTALL 4" INSULATIONPER STANDARD DETAILSTA 23+92INSTALL 4" INSULATIONPER STANDARD DETAILSTA 27+01EXST PERFORATED PIPE XING(PRESERVE)STA 21+13.64TOP = 5002.47, BOT = 5001.938 X 4 TEESTA 25+46.73PIPE INV = 4993.978 X 6 TEESTA 21+08.00PIPE INV = 4999.308" TEESTA 21+45.48PIPE INV = 4998.666.5' MIN BURY(TYP.)8" GATE VALVESTA 23+02.80PIPE INV = 4997.518" TEESTA 23+07.81PIPE INV = 4997.478" GATE VALVESTA 23+12.80PIPE INV = 4997.43VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1003_EDGERTON-AVE_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jul/10/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAEDGERTON AVE WATER IMPROVEMENTS6475.00550C1003CABLRHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY09/21/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060RECORD DRAWING 6/2025 PROPOSED SEWER MAINPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEEDGERTON AVENUEKURK DR KURK DRIVE WATERSEE SHEET C1001EDGERTON AVENUEINSTALL 698 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTSOUTH BOUNDARY WATERSEE SHEET C1007BUILDING H FIRE SERVICESEE SHEET C508BUILDING E FIRE SERVICESEE SHEET C50511.0'TEMPORARY WATER LINE EASEMENTBUILDING HBUILDING E 40+5041+0042+0043+0044+0045+0046+0047+0048+0048+50EG CL-5008.57EG CL-5008.34EG CL-5007.39EG CL-5006.40EG CL-5005.45 EG CL-5004.48 EG CL-5003.31 EG CL-5002.43 EG CL-5001.57 EG CL-5000.72 EG CL-4999.85 EG CL-4998.99 EG CL-4998.22 EG CL-4997.51 EG CL-4996.35 EG CL-4996.55 EG CL-4995.72 FG CL-FG CL-FG CL-5007.82FG CL-5007.29FG CL-5006.76 FG CL-5006.23 FG CL-5005.72 FG CL-5005.23 FG CL-5004.74 FG CL-5004.06 FG CL-5003.35 FG CL-5002.64 FG CL-5001.93 FG CL-5001.18 FG CL-5000.45 FG CL-4999.08 FG CL- INV-INV-INV-4999.75INV-4999.24INV-4998.73 INV-4998.22 INV-4997.73 INV-4997.17 INV-4996.61 INV-4995.93 INV-4995.27 INV-4994.60 INV-4993.93 INV-4993.27 INV-4993.06 INV- INV-STORM DRAIN CROSSINGSTA 43+93.61TOP = 5002.71BOT = 5001.68UTILITY CONDUIT CROSSING(S)STA 47+28.56, LENGTH = 64.00'TOP = 4997.50, BOT = 4996.408" GATE VALVESTA 41+14.98PIPE INV = 5000.108" GATE VALVESTA 43+02.88PIPE INV = 4998.198" GATE VALVESTA 43+12.88PIPE INV = 4998.148" GATE VALVESTA 44+48.74PIPE INV = 4996.638" GATE VALVESTA 47+13.56PIPE INV = 4993.09STORM DRAIN CROSSINGSTA 46+99.86TOP = 4998.03BOT = 4997.01SEWER SVC XING (TYP.)8" CROSSSTA 41+10.01PIPE INV = 5000.128" TEESTA 43+07.88PIPE INV = 4998.178 X 6 TEESTA 44+53.74PIPE INV = 4996.578" CROSSSTA 47+76.56PIPE INV = 4993.048" CAP WITH TEMP BLOWOFFSTA 47+99.92PIPE INV = 4993.068" CAPSTA 41+00.00PIPE INV = 5000.18STA 41+10.01NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5008.20DEPTH = 7.5'STA 44+53.74NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5004.65DEPTH = 8.0'INSTALL 4" INSULATIONPER STANDARD DETAILSTA 43+94INSTALL 4" INSULATIONPER STANDARD DETAILSTA 47+008 X 4 TEESTA 41+34.11PIPE INV = 4999.918 X 4 TEESTA 45+15.58PIPE INV = 4995.726.5' MIN BURY(TYP.)> > > > >>>>>>>>>>>>>>>FDCFDCFDCSSS8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDYH DYHDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSSSSSSSSSEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGUTILUTILUTILNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILE8W 8W 8W 8W 8W 8W SSSSWSWSWSWSFIREFIREFIREFIREDDEEEGUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILNGNGNGNGNGNGNGNGNGUTILUTILUTILNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILE8" TEESTA 43+07.88, 11.00' LT8 X 6 TEESTA 44+53.74, 11.00' LT8" CROSSSTA 47+76.56, 11.00' LT8" CAP WITH TEMP BLOWOFFSTA 47+99.92, 11.00' LT8" CROSSSTA 41+10.01, 11.00' LT8" CAPSTA 41+00.00, 11.00' LT8" GATE VALVESTA 47+13.56, 11.00' LT8" GATE VALVESTA 44+48.74, 11.00' LT8" GATE VALVESTA 43+02.88, 11.00' LT8" GATE VALVESTA 43+12.88, 11.00' LT8" GATE VALVESTA 41+14.98, 11.00' LTFIRE HYDRANTSTA 41+10.01, 20.50' LTFIRE HYDRANTSTA 44+53.74, 20.50' LT1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 44+46, 38.00' LTFG = 5004.81, INV = 4997.811.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 46+69, 38.00' LTFG = 5001.83, INV = 4994.838 X 6 CONC. REDUCERSTA 41+10.01, 14.00' LT8 X 4 TEESTA 45+15.58, 11.00' LT4" GATE VALVESTA 45+15.58, 30.00' LT8 X 4 TEESTA 41+34.11, 11.00' LT4" GATE VALVESTA 41+34.11, 30.00' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 41+50.12, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 43+83.61, 5.50' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 47+50.56, 5.50' LT2" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 41+32, 38.00' LTFG = 5008.10, INV = 5001.102" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 45+13, 38.00' LTFG = 5004.24, INV = 4997.24VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1004_GABRIEL-AVE_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAGABRIEL AVE WATER IMPROVEMENTS6475.00551C1004CABLRHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY10/02/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060RECORD DRAWING 6/2025 PROPOSED SEWER MAINPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEGABRIEL AVENUECENTRAL CORRIDOR WATERSEE SHEET C1006KURK DR KURK DRIVE WATERSEE SHEET C1002PARKING LOT 3 WATERSEE SHEET C1008GABRIEL AVENUETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 41+07 TO 47+99INSTALL 692 LF of 8" CLASS 51 D.I. WATER MAIND.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTOFFSITE WATER IMPROVEMENTSSEE SHEET C1009BUILDING L FIRE SERVICESEE SHEET C510BUILDING G FIRE SERVICESEE SHEET C50711.0'TEMPORARY WATER LINE EASEMENTBUILDING LBUILDING G 0+001+002+003+004+00EG CL-5003.48 EG CL-5004.37 EG CL-5004.90 EG CL-5004.86 EG CL-5004.39 EG CL-5003.91 EG CL-5003.72 EG CL-5003.38 EG CL-5002.59 FG CL-5006.97 FG CL-5006.88 FG CL-5006.91 FG CL-5006.71 FG CL-5006.41 FG CL-5006.62 FG CL-5006.80 FG CL-5006.68 FG CL-5006.41 INV- INV-4998.26 INV-4998.28 INV-4998.29 INV-4998.31 INV-4998.32 INV-4998.33 INV-4998.35 INV-4998.37 SEWER SVC XING (TYP.)8" GATE VALVESTA 0+26.75PIPE INV = 4998.266.5' MIN BURY(TYP.)SEWER CROSSINGSTA 3+46.91TOP = 4996.11BOT = 4995.428 X 4 TEESTA 3+10.15PIPE INV = 4998.358" 45° HORIZ. BENDSTA 0+49.18PIPE INV = 4998.268" 45° HORIZ. BENDSTA 1+13.62PIPE INV = 4998.288" 90° HORIZ. BENDSTA 3+35.92PIPE INV = 4998.358" TEESTA 0+21.71PIPE INV = 4998.238 X 4 TEESTA 3+07.65PIPE INV = 4998.34>>>>>>FDCFDCFDC FDCS8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8SHSDYH8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS8W 8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSSSSSSSSSEEEEEEEGNGNGNGNGNGNGNGNGNGNGBP BPBPBP NGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBPBPBPBPBPBPBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL8W8W8W8W8W8W8W8WSS8S 8S 8S 8S 8S 8S8S8S8S8S8S8ScocoWSWSSSFIREWSWSWSFIREFIREFIREWSWSWSWSSSSSWSWSSSFIREFIREFIRE FIRE FIREDDEEEEEEEGNGNGNGNGNGNGNGNGNGNGBP BPBPBP NGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILBPBPBPBPBPBPBP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL8" GATE VALVESTA 0+26.75, 0.00' LT8 X 4 TEESTA 3+10.15, 0.00' RT1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 1+18, 10.00' LTFG = 5008.06, INV = 5001.061.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 1+94, 9.99' LTFG = 5007.72, INV = 5000.728" TEESTA 0+21.71, 0.00' RT8" 45° HORIZ. BENDSTA 0+49.18, 0.00' LT8" 45° HORIZ. BENDSTA 1+13.62, 0.00' LT8" 90° HORIZ. BENDSTA 3+35.92, 0.00' RT8" 90° HORIZ. BENDSTA 3+35.92, 0.00' RT8 X 4 TEESTA 3+07.65, 0.01' RT4" GATE VALVESTA 3+10.07, 13.77' LT4" GATE VALVESTA 3+07.57, 13.77' LT4" GATE VALVESTA 4+62.44, 2.02' LT1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 4+64, 31.50' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1005_CENTRAL CORRIDOR_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANACENTRAL CORRIDOR WATER IMPROVEMENTS(1 OF 2)6475.00552C1005CABLRHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY10/10/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060RECORD DRAWING 6/2025 PROPOSED SEWER MAINPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEEDGERTON AVENUE EDGERTON AVE WATERSEE SHEET C1003CENTRAL CORRIDORINSTALL 378 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTGABRIEL AVENUEGABRIEL AVE WATERSEE SHEET C1004PARKING FACILITY 3 WATERSEE SHEET C1008BUILDING B FIRE SERVICESHEET C502BUILDING D FIRE SERVICESHEET C504MATCH LINE SEE SHEET C1006BUILDING B11.00BUILDING DBUILDING K FIRE SERVICESHEET C509BUILDING K 4+005+006+007+008+009+009+50EG CL-5002.59EG CL-5001.57 EG CL-5000.76 EG CL-5000.12 EG CL-4999.54 EG CL-5000.02 EG CL-4998.20 EG CL-4997.74 EG CL-4997.84 EG CL-4996.65 EG CL-4995.75 EG CL- FG CL-5006.41FG CL-5005.64 FG CL-5004.46 FG CL-5003.71 FG CL-5003.02 FG CL-5002.57 FG CL-5002.22 FG CL-5002.64 FG CL-5002.27 FG CL-5001.74 FG CL-5001.73 FG CL- INV-4998.37INV-4998.14 INV-4997.30 INV-4996.24 INV-4995.69 INV-4995.20 INV-4994.72 INV-4994.23 INV-4993.72 INV-4993.19 INV- INV-SEWER SVC XING (TYP.)8" GATE VALVESTA 4+13.96PIPE INV = 4998.378" GATE VALVESTA 8+85.38PIPE INV = 4992.838" GATE VALVESTA 4+03.96PIPE INV = 4998.37STA 4+39.66NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5006.41DEPTH = 8.0 FT8 X 4 TEESTA 4+62.43PIPE INV = 4997.918 X 4 TEESTA 5+74.81PIPE INV = 4995.998 X 6 TEESTA 4+39.66PIPE INV = 4998.338" 45° HORIZ. BENDSTA 7+34.32PIPE INV = 4994.398" 45° HORIZ. BENDSTA 7+69.68PIPE INV = 4994.038" TEESTA 8+87.99PIPE INV = 4992.818 X 4 TEESTA 5+46.64PIPE INV = 4996.298 X 4 TEESTA 5+49.61PIPE INV = 4996.248 X 4 TEESTA 4+77.68PIPE INV = 4997.786.5' MIN BURY(TYP.)8" CROSSSTA 4+08.92PIPE INV = 4998.37>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>FDC FDCFDCFDC ADA RAMP ADA RAMP [][][][][][]8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8WDYH8W8W8W8W8W8W8W8W8W8W8WSSSS8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHWSWSSSEGEEEENGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8ScocoSSSSSSWSWSWSWSWSWSFIREFIREFIREWSWSWSWSFIREFIREFIREWSWSWSWSSS SS WSWSSSFIREFIREFIREFIREDDDDDEGEEEENGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBP8" GATE VALVESTA 4+03.96, 0.00' LT8" GATE VALVESTA 4+13.96, 0.00' LT8" GATE VALVESTA 8+85.38, 0.00' LT8 X 6 TEESTA 4+39.66, 0.00'8" 45° HORIZ. BENDSTA 7+34.32, 0.00' LT8" 45° HORIZ. BENDSTA 7+69.68, 0.00' LT8" TEESTA 8+87.99, 0.00'8 X 4 TEESTA 4+62.43, 0.00'8 X 4 TEESTA 5+74.81, 0.00'FIRE HYDRANTSTA 4+39.66, 7.25' RT8 X 4 TEESTA 5+46.64, 0.00'8 X 4 TEESTA 5+49.61, 0.00'8 X 4 TEESTA 4+77.68, 0.00'INSTALL TRENCH PLUG(SEE SHEET C1202)STA 8+61.99, 5.39' LT8" CROSSSTA 4+08.92, 0.00' LT4" GATE VALVESTA 4+62.44, 2.02' LT4" GATE VALVESTA 5+74.81, 2.01' LT1.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 4+64, 31.50' RTFG = 5006.56, INV = 4999.561.5" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 5+76, 34.75' RTFG = 5005.16, INV = 4998.16VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1005_CENTRAL CORRIDOR_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANACENTRAL CORRIDOR WATER IMPROVEMENTS(2 OF 2)6475.00553C1006CABLHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY10/10/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH RECORD DRAWING 6/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060KURK DRPARKING FACILITY 3 WATERSEE SHEET C1008CENTRAL CORRIDORINSTALL 493 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTKURK DR WATERSEE SHEET C1002BUILDING D FIRE SERVICESEE SHEET C504BUILDING C FIRE SERVICESEE SHEET C503BUILDING F FIRE SERVICESEE SHEET C506PROPOSED SEWER MAINPROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEMATCH LINE C1005 11.00BUILDING DBUILDING CBUILDING F 0+001+002+003+004+005+005+50EG CL-5005.99EG CL-5006.57EG CL-5004.63 EG CL-5006.20 EG CL-5006.17 EG CL-5006.23 EG CL-5006.04 EG CL-5005.72 EG CL-5005.72 EG CL-5005.84 EG CL-5006.19 EG CL-5006.08 FG CL-FG CL-FG CL- FG CL-5006.69 FG CL-5006.57 FG CL-5006.67 FG CL-5006.15 FG CL-5005.94 FG CL-5005.92 FG CL-5006.51 FG CL-5006.95 FG CL-5006.81 INV-INV-INV-4998.55 INV-4998.39 INV-4998.24 INV-4998.05 INV-4997.99 INV-4998.14 INV-4998.30 INV-4998.45 INV-4998.60 INV-SEWER CROSSINGSTA 0+62.00TOP = 4995.54BOT = 4994.268" GATE VALVESTA 1+12.00PIPE INV = 4998.4916 X 8 TEESTA 0+50.00PIPE INV = 4998.728" GATE VALVESTA 5+10.28PIPE INV = 4998.64STA 3+09.24NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5006.568 X 4 TEESTA 2+10.12PIPE INV = 4998.198 X 4 TEESTA 2+16.13PIPE INV = 4998.186.5' MIN BURY(TYP.)8" 45° HORIZ. BENDSTA 3+29.19PIPE INV = 4998.088 X 6 TEESTA 3+09.24PIPE INV = 4997.988" GATE VALVESTA 3+04.24PIPE INV = 4998.008" 45° HORIZ. BENDSTA 2+79.02PIPE INV = 4997.92STA 5+12.78NEW 8 IN X 8 IN X 8 IN TEEPIPE INV = 4998.66EXISTING DRAIN CROSSING(PRESERVE)STA 4+01.28TOP = 5002.31BOT = 5001.77WSWSWSWSWSWSWSWSWSWSWSWSWSFDC DOWNSPOUT[][][][][][][][][][][][][][][][][][][][]8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W DYHSDYH8W8W8W8W8W8W8W8W8W 6W16W 16W 16W 16W 16W 16W SSEEENGNGNGNGNGNGNGNG NG NG NGBPBPBPBPBP BPBPBPBPBPBPBPBP BP UTIL UTILUTILUTILUTILUTILUTILBPBPBPBPDYHSSSSSSSS6WS15S15S15S15S15S15S15S15S15S8W 8W8W8W8W8W8W8W8W6WFIRE WS 18SD 18SD 18SD 18SD 18SD EEENGNGNGNGNGNGNGNG NG NG NGBPBPBPBPBP BPBPBPBPBPBPBPBP BP UTIL UTILUTILUTILUTILUTILUTILBPBPBPBPPI: 2+79.02 PI: 3+29.1916 X 8 TEESTA 0+50.00OFFSET 0.008" GATE VALVESTA 1+12.00OFFSET 0.008" GATE VALVESTA 5+10.28, 0.00' RTFIRE HYDRANTFACE PUMPER NOZZLE EASTSTA 3+09.24, 37.29' LTFIRE HYDRANT(SEPARATE PLAN SET)STA 0+96.02, 27.31' LT8 X 4 TEESTA 2+16.13, 0.00'8 X 4 TEESTA 2+10.12, 0.00'4" GATE VALVESTA 2+16.13, 4.98' LT8" 45° HORIZ. BENDSTA 3+29.19, 0.00' RT8" GATE VALVESTA 3+04.24, 0.00' RT4" GATE VALVESTA 2+10.12, 5.00' LT8 X 6 TEESTA 3+09.24, 0.00' LT8" 45° HORIZ. BENDSTA 2+79.02, 0.00' RT8" TEESTA 5+12.78, 0.00' RTVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1007_SOUTH BOUNDARY_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASOUTH BOUNDARY WATER IMPROVEMENTS6475.00554C1007CABLRHMEE6/2025 1MEP COORIDNATION FOR WATER ENTRY12/20/2023LRH LEE HAGEMAN48606JUNE 26, 2025LRH RECORD DRAWING 6/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEFOWLER LANE EDGERTON AVENUEHOMESTEAD AVE WATERSEE SHEET C1003SOUTH BOUNDARY WATER LOOPINSTALL 448 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTPROPERTY BOUNDARYWORK IN FOWLER LANE RIGHT OF WAYSHOWN FOR REFERENCE.SEE OFFSITE IMPROVEMENTS PLANS(APPROVED BY THE CITY ON SEPTEMBER9, 2022 (ENGINF-1584))BUILDING A FIRE SERVICESEE SHEET C501EXISTING PERFORATED PIPETO BE PRESERVEDBUILDING A >>>>>>>>>>>>>>>>>>>FDCFDCFDC>S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SS8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WDYHSSSSSSSSSSEEEEENGNGNGNGNGNGNGNGNGNGBPBP BP BPNG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BPUTILUTILUTIL UTILUTILUTIL UTIL BPBPBPBPBPNGNGNGUTILUTILUTILUTILUTILUTILBPBP BPBPBPBPBPBP BP BP BP BPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8ScocoWSWSSSFIREFIREWSWSWSFI R E FI R E FIREWS WS WS SSSS WSSS FIREFIREFIREFIREDDDDEEEEENG NGNGNGNGNGNGNGNGNGBPBP BP BPNG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BPUTILUTILUTIL UTILUTILUTIL UTIL BPBPBPBPBPNGNGNGUTILUTILUTILUTILUTILUTILBPBP BPBPBPBPBPBP BP BP BP BPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL0+001+002+003+004+005+006+007+008+008" TEESTA 6+37.72, 0.04' LT8" TEESTA 7+55.81, 0.04' LT8 X 4 TEESTA 6+69.50, 0.00'2" TYPE "K" COPPER WATER SVCCURB STOP (COB STD DETAIL 02660-6)STA 6+65, 6.75' LTFG = 5006.66, INV = 4999.668" GATE VALVESTA 3+74.86, 0.00' RT8" GATE VALVESTA 6+32.72, 0.04' LT8" GATE VALVESTA 6+42.72, 0.04' LT8" GATE VALVESTA 7+53.31, 0.04' LT4" GATE VALVESTA 6+69.50, 6.75' LT30' WATER LINEEASEMENT8" GATE VALVESTA 3+64.86, 0.00' LT8" CROSSSTA 3+69.86, 0.00' LT8" GATE VALVESTA 0+55.00, 0.00' RT8" TEESTA 0+50.00, 0.01' LT4990499550005005501050154990499550005005501050150+001+002+003+004+005+006+007+008+00EG CL-5003.65EG CL-5003.61EG CL-5003.21EG CL-5002.88EG CL-5002.67EG CL-5002.59 EG CL-5002.68 EG CL-5002.47 EG CL-5002.42 EG CL-5002.67 EG CL-5002.99 EG CL-5003.38 EG CL-5003.46 EG CL-5003.89 EG CL-5003.86 EG CL-5004.32 EG CL-5004.02 FG CL-5008.00FG CL-5005.24FG CL-5005.71FG CL-5005.50FG CL-5005.25FG CL-5005.25 FG CL-5005.74 FG CL-5006.18 FG CL-5006.44 FG CL-5006.34 FG CL-5006.00 FG CL-5006.00 FG CL-5006.31 FG CL-5006.95 FG CL-5007.10 FG CL-5005.61 FG CL-5005.45 INV-INV-INV-4997.51INV-4997.53INV-4997.56INV-4997.68 INV-4997.97 INV-4998.27 INV-4998.35 INV-4998.33 INV-4998.30 INV-4998.28 INV-4998.26 INV-4998.23 INV-4998.21 INV-4998.18 INV-SEWER CROSSINGSTA 0+61.00TOP = 4995.46BOT = 4994.788" GATE VALVESTA 3+74.86PIPE INV = 4998.378" GATE VALVESTA 6+32.72PIPE INV = 4998.248" TEESTA 6+37.72PIPE INV = 4998.238" GATE VALVESTA 6+42.72PIPE INV = 4998.238" GATE VALVESTA 7+53.31PIPE INV = 4998.188" TEESTA 7+55.81PIPE INV = 4998.17UTILITY CONDUIT CROSSING(S)STA 0+96.00, LENGTH = 40.00'TOP = 5002.85, BOT = 5001.75STORM DRAIN CROSSINGSTA 2+37.67TOP = 5003.58BOT = 5002.14STORM DRAIN CROSSINGSTA 5+21.21TOP = 5004.41BOT = 5002.97SEWER CROSSINGSTA 3+58.86TOP = 4995.33BOT = 4994.64UTILITY CONDUIT CROSSING(S)STA 7+31.81, LENGTH = 33.50'TOP = 5003.45, BOT = 5002.35INSTALL 4" INSULATIONPER STANDARD DETAILSTA 2+388 X 4 TEESTA 6+69.50PIPE INV = 4998.23INSTALL 4" INSULATIONPER STANDARD DETAILSTA 5+208" CROSSSTA 3+69.86PIPE INV = 4998.378" GATE VALVESTA 3+64.86PIPE INV = 4998.358" GATE VALVESTA 0+55.00PIPE INV = 4997.488" TEESTA 0+50.00PIPE INV = 4997.47VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1008_PARKING LOT 3_WATER SHEET.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAPARKING FACILITY 3 WATER IMPROVEMENTS6475.00555C1008CABLHMEE6/2025 1SVC SIZE AND LOCATION MODIFICATIONS TO MATCH MEP & WATER ENTRY10/10/23LRH LEE HAGEMAN48606JUNE 26, 2025LRH RECORD DRAWING 6/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060PROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEGABRIEL AVENUEGABRIEL AVENUE WATERSEE SHEET C1004CENTRAL CORRIDOR WATERSEE SHEET C1006CENTRAL CORRIDOR WATERSEE SHEET C1005PARKING FACILITY 3INSTALL 706 LF OF 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTBUILDING D FIRE SERVICESEE SHEET C504BUILDING K FIRE SERVICESEE SHEET C509BUILDING B FIRE SERVICESEE SHEET C5026.5' MIN BURY(TYP.)BUILDING DBUILDING K N0°01'33"E 665.57'TV S 8S8S8S8S8S8S8S8S8S8S8S8S8SDYH 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W SSBPUTILUTIL BPBPBPBPBPBP8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSS WS WSFIREBPUTILUTIL BPBPBPBPBPBP1+002+003+00 4+00 5+00 5+508" CROSSSTA 0+50.00, 0.00'8" GATE VALVESTA 0+54.99, 0.00' RT8" 90° HORIZ. BENDSTA 2+53.12, 0.00'NEW 8" TEECITY & CONTRACTOR TO DETERMINEIF USING LIVE TAP WITH FLXMJ VALVEOR MJ TEE WITH SEPARATEMJ VALVE (SHOWN TO LEFT)STA 5+18.31, 0.00'8" GATE VALVESTA 5+13.31, 0.00' RT8 X 6 CONC. REDUCERSTA 0+47.00, -0.01' LTFIRE HYDRANTSTA 0+40.50, 0.00' LTINSTALL TRENCH PLUG(SEE SHEET C1202)STA 4+80.05, 0.00'INV-INV-5000.12INV-5000.22 INV-5000.31 INV-5000.40 INV-5000.50 INV-5001.21 INV-5002.33 INV-5003.37 INV-5004.83 INV-5006.23 INV-0+001+002+003+004+005+005+50EG CL-5008.37EG CL-5008.23EG CL-5008.00 EG CL-5007.83 EG CL-5007.87 EG CL-5008.30 EG CL-5009.03 EG CL-5010.08 EG CL-5011.03 EG CL-5012.64 EG CL-5014.95 EG CL-5014.95 FG CL-5008.37FG CL-5008.23FG CL-5008.00 FG CL-5007.83 FG CL-5007.87 FG CL-5008.30 FG CL-5009.03 FG CL-5010.08 FG CL-5011.03 FG CL-5012.64 FG CL-5014.95 FG CL-5014.95 8" GATE VALVESTA 0+54.99PIPE INV = 5000.138" CROSSSTA 0+50.00PIPE INV = 5000.128" 90° HORIZ. BENDSTA 2+53.12PIPE INV = 5000.50SEWER CROSSINGSTA 0+61.00TOP = 4998.51BOT = 4997.82NEW 8" TEECITY & CONTRACTOR TO DETERMINEIF USING LIVE TAP WITH FLXMJ VALVEOR MJ TEE WITH SEPARATEMJ VALVE (SHOWN TO LEFT)STA 5+18.31PIPE INV = 5006.56STA 0+40.50NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5008.208 X 6 CONC. REDUCERSTA 0+47.008" INV = 5000.228" GATE VALVESTA 5+13.31PIPE INV = 5006.471.5' MIN.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1009_OFFSITE (SE)_WATER SHEET.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAOFFSITE WATER IMPROVEMENTS6475.00556C1009CABLHMEE2/2025 RECORD DRAWING 2/2025 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060OFFSITE WATER IMPROVEMENTS - SOUTHEASTINSTALL 477 LF of 8" CLASS 51 D.I. WATER MAINTYPE A TRENCH BACKFILL & TYPE 1 BEDDINGD.I. PIPE AND FITTINGS TO HAVE V-BIO ENHANCED PE ENCASEMENTEXISTING GRADEGABRIEL AVE WATERSEE SHEET C1004PARKING FACILITY 3 WATERSEE SHEET C1008GABRIEL AVENUEPROPOSEDGRADECONNECT TO EXISTING 8" WATER MAINCONTRACTOR TO VERIFY LOCATION ANDDEPTH IN FIELD6" HYD LEAD PIPEEXST. 60.0 EASEMENT141 FM 2167EXST. PLAYGROUND.CONTRACTOR TO PROTECTTHE EXISTING FACILITY ANDMAINTAIN A SAFE WORK SITEWHILE IN THIS AREA.LEE HAGEMAN48606JUNE 26, 2025 WA5 A/B6 A/B7 A/BUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDCLUBHOUSEH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> FDC FDCDOWNSPOUT >>>>8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W DYHSDYHDYHS15S15S15S 15S15S15S15S15S15S8W8W8W8W8W8W8W8W8W6W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W6WDYH S8W8WSSSSSSSSSSSSEEEEEGBP BP BP BP BPEEBP NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTIL UTILUTILUTIL UTIL UTILUTILUTILUTILUTILUTILNGNGNGUTILUTILUTILUTILUTILUTILBPBPBPNGBP BPBPBPBPNGDYHSSSSSSSS6WUD15S15S15S15S15S15S15S15S15S8W8W8W8W8W8W8W8W8W6WWSWS SSSSSSSSSSWSWSWSWSWSFIREFIREWSFIREFIREWSWSFIREWS 0+001+001+15PC: 0+50.18PT: 0+89 .58 W 100+00101+00102+00 1 0 3 + 0 0 1 0 4 + 0 0 1 0 4 + 0 2 PI: 101+82.59PI: 102+64.84PI: 1 0 2 + 5 4 . 6 7 P I : 1 0 2 + 6 0 . 6 7 STA 0+50.18REMOVE EXISTING STEEL OUTLETPIPE AND BEGIN EXTENSIONAGRIDRN-8_ OUTLETSTA 103+20.23, 0.00'OUTLET WEIR STRUCT.STA 102+54.67, 0.00'8" Ø INV IN (SE) = 4999.00WEIR TOP EL = 4998.9812" Ø INV OUT (NW) = 4998.48P-02STA 101+82.59, 0.00'P-01STA 100+25.00, 0.00'DD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDD R-1S-2P-1D-1DDDNEW 6" DRAIN PIPEPERFORATED AND WRAPPEDSTART: STA 0+62.20, INV 5000.82END: STA 0+77.51, INV 5000.77SLOPE: 0.3%STA 0+77.51INSTALL 6" CMP OUTLET PIPECONNECT TO PEFORATED HDPEUSING MARMAC COUPLERNEW 6" DRAIN PIPEPERFORATED AND WRAPPEDSTART: STA 0+50.18, INV 5000.86END: STA 0+62.20, INV 5000.82SLOPE: 0.3%12" PERFORATED STANDPIPEWITH GROUNDWATER PUMPSTA 0+62.20, 0.00'49904995500050054990499550005005P-01STA 100+25.00, 0.00INSTALL NEW 48" Ø MHRIM = 4999.7012" INV IN (E) = 4995.6418" INV IN (S) = 4995.2418" INV OUT (N) = 4995.24SUMP DEPTH = 1.5153.61 LF 12" @ 1.40%P-02STA 101+82.59, 0.00INSTALL NEW 48" Ø MHRIM = 5001.0912" INV IN (SE) = 4997.7912" INV OUT (W) = 4997.79SUMP DEPTH = 1.568.59 LF 12" @ 1.00%OUTLET WEIR STRUCT.STA 102+54.67, 0.00INSTALL NEW 36" Ø MHRIM = 5002.248" INV IN (SE) = 4999.0012" INV OUT (NW) = 4998.48WEIR TOP EL = 4998.98SUMP DEPTH = 1.5OUTLET 1 OF MANIFOLD4.50 LF 8" @ 0.00%ST INLET - ISOLATOR ROW4.57 LF 8" @ 0.00%AGRIDRN-8_ OUTLETSTA 103+20.23, 0.00INSTALL NEW 24" X 24" STRUCTURERIM = 5001.058" INV IN (SE) = 4996.508" INV OUT (NW) = 4999.00SUMP EL = 4996.50STORMTECH "ST-OVERFLOW"BOTTOM: 4999.00GW ELEV: 4998.38STORAGE: 573 CFFG- EG-4999.35100+00FG-5000.38 EG-4998.97 FG-5000.26 EG-4999.28101+00FG-5000.63 EG-4999.95 FG-5001.41 EG-5000.48102+00FG-5002.19 EG-5000.78 FG-5001.76 EG-5001.11103+00FG-4993.74 EG-4999.40 FG-5003.06 EG-5002.51104+0016.34 LF8" @ 0.00%STA 103+36.57ELEV=4996.50INSTALL AGRI DRAIN HEAVYDUTY BLACK BAR GUARD49904995500050054990499550005005EXISTING6" Corrugated HDPE Pipe @ 0.30%12" PERFORATED PVC STANDPIPESTA 0+62.20, 0.00RIM = 5003.716" INV IN (S) = 5000.826" INV OUT (N) = 5000.82SUMP = 4993.8215.30 LF6" Solid WallHDPE PIPE @ 0.30%12.02 LF6" Perforated HDPE PIPE @ 0.30%HEIGHT = 9.89STA 0+77.51ELEV=5000.77FG-5005.51 EG-5003.540+00FG-4997.64 EG-4999.721+00FG-5004.59 EG-5000.70VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1102 POND OUTLET AND UNDERDRAIN.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAPOND OUTLET AND UNDERDRAIN EXTENSION6475.00557C1101LRHLRHMEE6/2025 1STORMTECH CLARIFICATIONS FOR CORRECT INLET SIZE08-11-23LRH LEE HAGEMAN48606JUNE 26, 2025LRH 306015300SCALE IN FEETRECORD DRAWING6/20250VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2448204040802-POND OVERFLOW PROFILESCALE: AS SHOWN1-UNDERDRAIN AND POND OVERFLOW PLANSCALE: 1" = 50'POND OVERFLOWSTORMTECH TREATMENT UNIT1C-11022C-11023C-1102PROPOSED PONDWATER ELEVATIONPROPOSED 18" STORM DRAINMAIN PER SEPARATEFOWLER LANE PLAN SET0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1224102020403-PERFORATED DRAIN PROFILESCALE: AS SHOWN12-INCH NDS ROUNDGREEN COVERINSTALL PUMP INGROUNDWATER(BY OTHERS)PROPOSED PONDWATER ELEVATION3-1C-1102 0.33'WALLCONTRACTORTO USE PSXDIRECT DRIVE &CORRUGATEDPIPE ADAPTERFOR ADS N-12PIPE (TYP.)CL0.50'TOP0.83'0.50'BASE8"IN0.25'WEIRWALL12"OUTCL180°1 12" MINUSWASHED ROCK6" BELOW TO 1' ABOVE PIPEFINISHED GRADE SURFACETYPE AND ELEVATION AS SHOWN ON PLANSNATIVE GRAVELS (TYP)EXISTING OVERBURDENSOIL (TYP)6" PERFORATED ANDGEOTEXTILE-WRAPPEDDRAIN PIPING4'2'TYPE "A" TRENCH BACKFILLDETECTABLE UNDERGROUNDWARNING TAPE"CAUTION BURIED PIPELINE"BY SETON OR EQUALINSTALL 1' ABOVE DRAIN2OUTFALL WEIR STRUCTURESCALE: N.T.S.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1102 POND OUTLET AND UNDERDRAIN.DWG PLOTTED BY:LEE HAGEMAN ON Jun/26/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAPOND OUTLET AND UNDERDRAIN DETAILS6475.00558C-1102LRHLHMEE6/2025 LEE HAGEMAN48606JUNE 26, 2025 RECORD DRAWING 6/2025 1AGRI-DRAIN OUTFALL STRUCTURE AND ANCHORSCALE: N.T.S.3SUBSURFACE DRAIN REPLACEMENT CROSS SECTIONSCALE: N.T.S.WEIR STRUCTURE*AGRI-DRAIN STRUCTURE TO BECOORDINATED WITH POND DESIGNER MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.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.DUCTILE IRON RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONAB8" TEE - STANDARD6716" X 8" TEE3716" X 6" TEE228" X 6" TEE (SEE NOTE 4 BELOW FOR 6" BRANCH)3916" HORIZONTAL 90⁰ BEND (EACH SIDE OF BEND)31318" HORIZONTAL 90° BEND (EACH SIDE OF BEND)17178" HORIZONTAL 45° BEND (EACH SIDE OF BEND)778" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)448" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)228" VERTICAL 22.5° BEND (EACH SIDE OF BEND)888" VERTICAL 11.25° BEND (EACH SIDE OF BEND)4416" DEAD END (CAPS)728" DEAD END (CAPS)298" X 6" REDUCER (RESTRAIN LARGER SIDE OF REDUCER)17*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 BLOCKCORPORATIONSTOPTRENCHBOTTOMWATER SERVICEPIPE (3/4" Ø MIN.)12346" (MIN)GENERAL NOTES:1.WATER SERVICE LINES SHALL HAVE A MINIMUM COVER OF 6.5' (78") AS MEASURED FROM THEEXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM THE CENTERLINESTREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE THAT HAS AN UPHILL SLOPE.WATER SERVICE LINES SHALL HAVE A MAXIMUM COVER OF 7.5' (90") AT THE CURB STOP.2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.3.BEDDING SHALL BE ONE INCH (1") DIAMETER MAXIMUM WITHIN SIX INCHES (6") OF SERVICE PIPE.4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION.DETAIL OF APROPERLY INSTALLEDCORPORATION STOP.TAP MAIN AT SPRINGLINE.SELECT MATERIAL BACKFILL AREA(SEE SPECIFICATIONS)8'-0"11'-6"(TYP)(TYPICAL TYPICAL EXCEPT INSPECIAL CIRCUMSTANCESWHERE CITY HAS APPROVEDALTERNATE LOCATION)CURB STOPBASEMATERIALPROVIDE 5'STATIONARYROD IN ALLCURB BOXESCURB BOX2'-6"1'-0"4'-0"STEEL POSTMARKERPAINTED BLUEGROUNDSURFACEPROPERTY LINEOR EASEMENT1'-0"5' SIDEWALK(TYP)5'-6" BOULEVARD(TYP)STREETSURFACE6'-6"COVER(MIN)TAP BYCONTRACTORWATER MAINSEE DETAILBELOWNO COUPLINGS OR OTHER JOINTS ARE ALLOWED ON SERVICE PIPE FROMCORPORATION STOP TO CURB STOP FOR 3/4" AND 1" SERVICES.STRAIGHT COPPER PIPE SHALL BE USED FOR 1-1/2" AND 2" SERVICES.1'-0" (MIN) &2'-0" (MAX)WATER SERVICE LINE STUB(SEE C.O.B. STANDARD DRAWING NO. 02660-6)PROPERTY LINEOR EASEMENTSERVICE LINE1'-0" (MIN) &2'-0" (MAX)1'-0" (MIN) &2'-0" (MAX)FOUNDATIONWALLBACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)TO DOMESTICFIXTURESDOWNSTREAMSHUT-OFF**FLOORMETER*ANGLE STOP ORSTRAIGHT STOP*METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECT DIRECTLYTO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE**DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICEDETAIL ATYPICAL WALL PENETRATION(NOT TO SCALE)1'-0" (MIN)TO DOMESTICFIXTURESDOWNSTREAMSHUT-OFF**FOUNDATIONWALLMETER*ANGLE STOPBACKFLOW PREVENTIONASSEMBLY (AS REQUIRED)QUARTER-BEND COUPLING(1-1/2" & 2" SERVICES ONLY)*METER SHALL BE SAME SIZE AS INCOMING LINE - NO EXCEPTIONS, METER MUST CONNECTDIRECTLY TO ANGLE OR STRAIGHT STOP AND BACKFLOW DEVICE**DOWNSTREAM SHUT-OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICEDETAIL BTYPICAL FLOOR PENETRATION (CRAWL SPACE)(NOT TO SCALE)WATER MAINCURB STOPAND BOXNEAREST FOUNDATIONWALL TO CURB STOPSEE DETAILSA & B BELOW6'-6" (78")(MIN)COVERWATER SERVICE LINEINSTALLED BY CUSTOMER(SERVICE APPLICATION & PLUMBING PERMIT REQUIRED)INSTALLATION REQUIREMENTS:1.WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT.2.SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4", 1", 1-1/2", AND 2" SERVICES. REFER TO C.O.B. STANDARD DRAWING NO. 02660-12 FOR 4" AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2" AND 4" ARE NOT ALLOWED.3.STRAIGHT COPPER TUBING SHALL BE USED FOR 1-1/2" AND 2" SERVICES.4.SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS TO THE REQUIREMENTS OF MONTANA PUBLICWORKS STANDARD DRAWING 02221-2 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4".5.PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS.6.METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE.7.NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT.8.CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS.9.WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB. REDUCTION MUST BE MADE WITHIN 18" OF CURB STOP.10.METER, BACKFLOW PROTECTION, AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE.1' 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.AABAAVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1200 WATER-SEWER-POND-ROAD DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAWATER DETAILS6475.00559C1201CABLRHMEE2/2025 RECORD DRAWING 2/2025 1-MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (DUCTILE IRON)SCALE: NTS02660-1002660-402660-602660-152-FIRE HYDRANT DETAILSCALE: NTS7-WATER SERVICE LINE DETAIL FROM CURB STOP TO BUILDING - LINES 2" & SMALLERSCALE: NTS3-TYPICAL VALVE / TEE RESTRAINT DETAILSCALE: NTS6-WATER SERVICE LINE DETAILSCALE: NTS02660-1202660-12A4-TYPICAL RISER CONFIGURATION - 4"AND LARGER DOMESTIC SERVICESCALE: NTS5-WATER SERVICE LINE DETAIL - FOR SIZES 4" AND LARGERSCALE: NTSRESTRAINT LENGTH LOCATION FIGURENOTES1.RESTRAINT LENGTHS ASSUME A 6.5' BURY DEPTH IN POORLY GRADEDGRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE. ASSUME MEGALUGOR EQUIVALENT FITTINGS AND ALL RESTRAINTS REQUIRED. ALL JOINTSWITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THEDISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THECALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN SAIDFITTINGS.2.IF JOINT RESTRAINT IS NOT FEASIBLE INSTALL THRUST BLOCKS PERMPWSS.3.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, MONTANA PUBLICWORKS STANDARD SPECIFICATIONS (MPWSS), AND COB MODIFICATIONSTO MPWSS.4.ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED.TEEBENDLEE HAGEMAN48606JUNE 26, 2025 1/4" BELOW TOP OFNEW PAVEMENT SURFACE3'-0"(MIN)PAVED AREAS: INSTALL HEAVY DUTY MONUMENTBOX, SIMILAR TO CAIRD ENG. NO. 50608-1LANDSCAPED AREAS: SEE DETAIL 2 ON THISSHEET.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 PLUGSLOPE 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 RING & TOP SECTION, AND AROUND PIPE INTO MANHOLEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK"EQUAL 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,RINGS, 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.FRAME 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:·FOR POURED-IN-PLACE BASE, THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8").·FOR PRE-CAST BASE, THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES (6").·ALL 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.8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALLTRENCH WALL ALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATER MAIN*NOTES:1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINES WITHLESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW AN OPEN AIR CULVERT. NOTIFY ENGINEER PRIOR TOPLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN OVERLAPBETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE CULVERT.3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHERSUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.COMPACTED ROAD SOILSPER PLAN.12" TYPICAL N-12 DOUBLE WALLCORRUGATED POLYETHYLENE CULVERTSWITH END CAPS AND BANDFINISH GRADE ASPHALTDEPTH PER PLANMIN 12"NOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.MIN 30"MAX 40"1.CULVERT FOR ELECTRIC2.SECOND CULVERT FORCOMMUNICATIONS3.THIRD CULVERT FOR NATURAL GASSECTION A3'10'ATRENCH WALLSTD. TRENCH BACKFILLTRENCH WALLPLUG LIMITPLUG LIMITTRENCH BOTTOMPLUG LIMITTYPE 1 BEDDINGSELECT PIPE BEDDINGSTD. TRENCH BACKFILLTRENCH PLUG MATERIALBOTTOM OF TRENCH3'3'3'3'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1200 WATER-SEWER-POND-ROAD DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANASEWER & TRENCH DETAILS6475.00560C1202DSLRHMEE2/2025 RECORD DRAWING2/202502720-302720-41-ECCENTRIC MANHOLE DETAILSCALE: NTS2-STANDARD STRAIGHT MANHOLE DETAILSCALE: NTS3-SANITARY SEWER & STORM DRAIN CLEANOUT DETAILSCALE: NTS4-PIPE INSULATION DETAILSCALE: NTS5-UTILITY CONDUIT CONNECTION DETAILSCALE: NTS6-TYPICAL TRENCH PLUG DETAILSCALE: NTSNOTE:CONTRACTOR MAY USE AQUABLOCK OROTHER EQUIVALENT MATERIAL IN LIEU OFSTANDARD TRENCH PLUG. CONTRACTORMUST SUBMIT ANY ALTERNATIVES FORREVIEW AND APPROVAL BY ENGINEER.LEE HAGEMAN48606JUNE 26, 2025 CL3.00%3.00%PUBLIC ACCESS AND UTILITY EASEMENT - 60.00'7.0' PARKING1.50% 5.00' 6.50'1.50% 5.00' 6.50'35.00' TBC -TBC10.0' DRIVING LANE0.5'7.0' PARKING10.0' DRIVING LANE0.5'3.00%3.00%PUBLIC ACCESS AND UTILITY EASEMENT - 60.00'CL 5.00' 6.50'1.50%35.00' TBC -TBC 5.00' 6.50'1.50%7.0' PARKING10.0' DRIVING LANE0.5'7.0' PARKING10.0' DRIVING LANE0.5'3.00%3.00%PUBLIC ACCESS AND UTILITY EASEMENT - 60.00' 6.00' 5.50'1.50% 6.00' 5.50'1.50%CL35.00' TBC -TBC7.0' PARKING10.0' DRIVING LANE0.5'7.0' PARKING10.0' DRIVING LANE0.5'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1200 WATER-SEWER-POND-ROAD DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAROAD DETAILS6475.00561C1203CABLRHMEE2/2025 RECORD DRAWING2/20253" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSE12" - 4" MINUS PIT RUN SUB-BASE COURSECITY OF BOZEMANSTANDARD CATCH CURB1-TYPICAL KURK DR ROAD SECTIONSCALE: NTSCOMPACTED SUBGRADE2-TYPICAL EDGERTON AVE ROAD SECTIONSCALE: NTSCITY OF BOZEMANSTANDARD CATCH CURBCOMPACTED SUBGRADECITY OF BOZEMANSTANDARD CATCH CURBCOMPACTED SUBGRADEFUTURE BOULEVARD &SIDEWALK4" DEPTH SIDEWALK(EXCEPT 6" ALONG PARK FRONTAGE)4" DEPTH SIDEWALK4" DEPTH SIDEWALK4" DEPTH SIDEWALK6" DEPTH SIDEWALK3" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSE12" - 4" MINUS PIT RUN SUB-BASE COURSE3" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSE12" - 4" MINUS PIT RUN SUB-BASE COURSE3-TYPICAL GABRIEL AVE ROAD SECTIONSCALE: NTSKEY NOTESSIDEWALK WILL BE INCREASED TO 6-FT WIDE IN PARK SECTIONAND BOULEVARD WILL BE DECREASED TO 5.5 FT111LEE HAGEMAN48606JUNE 26, 2025 27+0028+005+006+00 STA 5+73 .7 7 PC TBC 1 2 . 0 0 ' L T ,EL. = 1 . 4 2 STA 5+58.77 PCEL. = 1 .34TBC 27.00' LT ,STA 5+58 .77EL. = 1 .00TBC 30 .00 ' LT , ST A 5 + 7 3 . 7 7 P C EL. = 1 . 0 7 TB C 1 2 . 0 0 ' R T ,STA 27+38.53 PCTBC 12.00' RT,EL. = 1.03STA 27+28.53 PCTBC 12 .00 ' RT,EL. = 1.25STA 2 7 +1 4 . 9 3 PC E L . = 1 . 0 5 T B C 1 4 . 7 5 ' R T ,STA 27+01 .33 PCEL . = 0 . 8 7TBC 17 .50 ' RT ,STA 5+87 .37 PCEL . = 1 . 3 1TBC 14 . 7 5 ' R T ,STA 6+00 .97 PCEL . = 1 . 1 9TBC 17 .50 ' RT ,STA 6+00 .97 PCEL . = 1 . 1 9TBC 17 .50 ' L T ,STA 5+87 .37 PCEL . = 1 . 2 7TBC 14 .75 ' L T , STA 4+82.51 PCTBC 17.50' RT,EL. = 1.00STA 4+96.11 PCTBC 14.75' RT,EL. = 1.28 STA 5+09.71 PCTBC 12.00' RT,EL. = 1.39STA 5+19 .77 PCTBC 12 .00 ' RT ,EL. = 1 .05STA 27+38.53 PCEL. = 1 .01TBC 12 .00 ' LT , S T A 2 7 + 2 8 . 5 3 P C TB C 1 2 . 0 0 ' L T , EL . = 1 . 2 5STA 27+ 14 . 9 3 PC TBC 1 4 . 7 5 ' L T , E L . = 1 . 0 5STA 27+01.33 PCTBC 17.50' LT,EL. = 0.87STA 4+82.51 PCTBC 17.50' LT,EL. = 1.06STA 4+96.11 PCTBC 14.75' LT,EL. = 1.19STA 5+09.71 PCTBC 12.00' LT,EL. = 1.34STA 5 + 1 9 . 7 7 PC T B C 1 2 . 0 0 ' L T , E L . = 1 . 4 4 STA 27+92.53 PCTBC 12.00' LT,EL. = 0.98STA 27+95.53EL. = 0.71TBC 12.00' LT,STA 5+17.56SDWK 18.00 ' RT ,EL. = 1 .48 S TA 5 + 2 2 . 7 7 E L . = 1 . 4 9 S DW K 1 8 . 0 0 ' R T ,STA 5+17.77SDWK 24.00' RT,EL. = 1.59ST A 5 + 2 2 . 7 7 SD W K 2 4 . 0 0 ' R T , EL. = 1 . 5 8 STA 5+16.77EL. = 1.43TBC 12.00' RT,STA 5+23 .74EL . = 1 . 4 7TBC 1 2 . 5 4 ' RT ,STA 27+42 .50EL . = 1 . 4 7 TBC 1 2 . 5 4 ' LT , S T A 2 7 + 3 5 . 5 3 EL . = 1 . 3 6 TB C 1 2 . 0 0 ' L T ,STA 2 7 + 3 5 . 5 3 E L . = 1 . 3 6 T B C 1 2 . 0 0 ' R T ,STA 27+42.50EL. = 1.47TBC 12.54' RT,STA 5+69.80EL. = 1.47TBC 12.54' RT,STA 5+76 .77EL. = 1 .41 TBC 1 2 . 1 3 ' RT ,STA 5+70.77RB 11.54' RTEL. = 1.01S T A 5 + 7 5 . 7 7 EL . = 0 . 9 8 RB 1 1 . 2 5 ' R T , S T A 5 + 2 2 . 7 7 E L . = 1 . 0 1 R B 1 1 . 5 4 ' R T ,STA 5+17.77EL. = 0.98TBC 11.25' RT,S T A 2 7 + 4 1 . 5 3 EL . = 1 . 4 8 S D W K 1 8 . 0 0 ' L T , S T A 2 7 + 3 6 . 5 3 S D W K 1 8 . 0 0 ' L T , E L . = 1 . 4 2 S T A 2 7 + 3 6 . 5 3 S D W K 2 4 . 0 0 ' L T , E L . = 1 . 5 6 STA 27+41.53EL. = 1 .01RB 11 .60 ' LT ,STA 27+36.53EL. = 0.93RB 11.32' LT,5.00'6.50'35.00'6.50'5.00'STA 27+41.53RB 11.48' RTEL. = 1.00STA 27+36 .53RB 11 .18 ' RTEL. = 0 .936.50'5.00'35.00'6.50'5.00'STA 5+75 .77EL. = 1 .51SDWK 1 8 . 0 0 ' RT ,STA 5+70.77SDWK 18.00' RT,EL. = 1.53STA 27+41.53SDWK 18.00' RT,EL. = 1.48S T A 2 7 + 3 6 . 5 3 S D W K 1 8 . 0 0 ' R T , EL . = 1 . 4 2 STA 27+41.53SDWK 24.00' RT,EL. = 1.58S T A 2 7 + 3 6 . 5 3 S D W K 2 4 . 0 0 ' R T , EL . = 1 . 5 3 S T A 2 7 + 3 6 . 5 3 S D W K 2 9 . 0 0 ' R T , EL . = 1 . 6 0 STA 5+75.77EL. = 1.56SDWK 24.00' RT,STA 27+36 .5 3 SDWK 2 9 . 0 0 ' LT ,EL . = 1 . 6 4 6.00'6.00'5.00'5.00'6.00'5.00'5.00'6.00'RAD PT5+19.77, 27.00' RTRAD PT5+73.77, 27.00' RTRAD PT5+73.77, -27.00' LTRAD PT5+19.77, -27.00' LTR 1 5 . 0 0 'R15.00'R15 . 00 'R15.00'R35.00'R35.00'R35.00'R35.00'R35.00'R35.00'R35.00'R35.00'R35.00'R35.00'24.00'24.00'FUTURE SIDEWALKPROPOSED SIDEWALKPROPOSED SIDEWALK PROPOSED SIDEWALK FUTURE SIDEWALKPROPOSED SIDEWALK-0.48%-0.50%1.26% 1.19%24.00'-0.64%-0.70%END OF PAVEMENTSTA 27+93.53EL. = 0.95EOP 10.00' RT,END OF PAVEMENTSTA 27+93 .53EL. = 0 .59EOP 10 .00 ' LT ,-7.19%-7.26%-6.92%-7.52%STA 27+49 .13EL. = 1 .52TBC 1 6 . 3 9 ' LT ,STA 27+49.13EL. = 1.52TBC 16.39' RT,VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1300 INTERSECTION AND MIDBLOCK CROSSING DETAILS.DWG PLOTTED BY:KARL SAND ONJun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAINTERSECTION DETAILSKURK DR & EDGERTONAVE6475.00562C1301LRHLRHMEE2/2025 612360SCALE IN FEETRECORD DRAWING2/2025KURK DRIVEEDGERTON AVENUE END OF ASPHALTLEE HAGEMAN48606JUNE 26, 2025 47+0012+00 13+00RAD PT12+79.58, 27.00' RTRAD PT12+25.58, 27.00' RTRAD PT12+25.58, -27.00' LTRAD PT12+79.58, -27.00' LTSTA 1 2 + 2 7 . 2 8 EL. = 0 . 8 7 FL 11. 3 4 ' R T ,STA 12+42 .58EL . = 0 . 5 6FL 1 3 .00 ' RT , STA 12+62.58 EL. = 0.24 FL 13.00 RT STA 12+77.89EL. = 0.06FL 11.34 RTSTA 12+27.28EL. = 0.80FL 11.34' LT,STA 12+42.58EL. = 0.56FL 13.00' LT,STA 12+62 .58EL. = 0 .25FL 13 .00 LTSTA 12+77 .89EL. = 0 .00FL 11 .34 LTSTA 12+62 .58EL. = 0 .37EOP 16 .00 ' RT ,STA 12+62.58EL. = 0.31EOP 16.00' LT,STA 12+42.58EL. = 0.56EOP 16.00' RT,STA 12+42 .58EL . = 0 . 5 7EOP 1 6 .00 ' L T ,STA 12+79.58 PCEL. = 0.03TBC 12.00' RT,STA 12+89 .52 PCEL . = 0 . 2 3TBC 1 2 . 0 0 ' R T ,STA 13+03.12 PCEL. = 99.77TBC 14.75' RT,STA 13+16 .72 PCEL . = 9 9 . 5 4TBC 1 7 . 5 0 ' RT ,STA 13+16 .72 PCEL . = 9 9 . 5 4 TBC 1 7 . 5 0 ' LT ,STA 13+03 .12 PCEL . = 9 9 . 9 4TBC 1 4 . 75 ' L T ,STA 12+89.52 PCEL. = 0.23TBC 12.00' LT,STA 12+79 .58 PCEL. = 0 .41TBC 12 . 0 0 ' LT ,STA 11+88.39 PCTBC 17.50' LT,EL. = 1.32STA 12+01.98 PCTBC 14.75' LT,EL. = 1.37STA 12+15.58 PCTBC 12.00' LT,EL. = 1.43STA 12+25.58 PCTBC 12.00' LT,EL. = 1.28STA 11+88.39 PCTBC 17.50' RT,EL. = 1.32STA 12+01.98 PCTBC 14.75' RT,EL. = 1.37STA 12+15.58 PCTBC 12.00' RT,EL. = 1.43STA 12+25.58 PCTBC 12.00' RT ,EL. = 0 .89STA 47+92.56 PCTBC 12.00' LT ,EL. = 0.84STA 47+95.17EL. = 0.80TBC 12.00' LT,STA 47+95.56EL. = 0 .51TBC 12.00' RT ,STA 47+92.56 PCEL. = 0.56TBC 12.00' RT,24.00'24.00'24.00'24.00'FUTURE SIDEWALKPROPOSED SIDEWALKPROPOSED SIDEWALK PROPOSED SIDEWALK 6.00'5.00'6.00'5.00'6.00'6.00'5.00'5.00'STA 47+38.56 PCEL. = 0.51TBC 12.00' RT,STA 47+28.56 PCEL. = 1.04TBC 12.00' RT,STA 47+14 .96 PCEL. = 0 .95TBC 14 .75 ' RT ,STA 47+01.36 PCEL. = 1.11TBC 17.50' RT,STA 47+01.36 PCTBC 17.50' LT,EL. = 1.11STA 47+14.96 PCTBC 14.75' LT,EL. = 1.19STA 4 7 + 2 8 . 5 6 PC T B C 1 2 . 0 0 ' L T , E L . = 1 . 0 4 STA 47+38.56 PCEL. = 0.60TBC 12.00' LT,STA 12+22.58EL. = 1.31TBC 12.00' RT,STA 12+74.63EL. = 0.47TBC 12.84' RT,STA 12+30 .54EL . = 1 . 1 9TBC 12 .84 ' R T ,STA 12+82 .58EL. = 0 .36 TBC 1 2 . 0 0 ' RT , S T A 1 2 + 2 9 . 5 8 EL. = 0 . 7 8 RB 1 1 . 7 7 ' R T , S T A 1 2 + 8 1 . 5 8 EL . = 9 9 . 9 3 R B 1 1 . 2 5 ' R T ,STA 12+23.58RB 11.25' RTEL. = 0.84STA 12+75.58RB 11.77' RTEL. = 0.03STA 47+42.53EL. = 0 .92TBC 12 .54 ' LT ,STA 47+35.56EL. = 0.94TBC 12.00' LT,STA 47+34.56EL. = 0.95TBC 12.00' RT,STA 47+43.51EL. = 0.78TBC 12.84' RT,STA 47+41.56EL. = 0.56RB 11.54' LT,STA 47+36.56EL. = 0.54RB 11.25' LT,STA 47+42.56RB 11.77 ' RTEL. = 0.37STA 47+36 .56RB 11 .25 ' RTEL. = 0 .48STA 12+23.58SDWK 18.00' RT,EL. = 1.25STA 12+23.58SDWK 24.00' RT,EL. = 1.21STA 12+23.5 8SDWK 29. 0 0 ' R T , EL. = 1 . 1 8 STA 12+29 .58EL. = 1 .13SDWK 1 8 . 0 0 ' RT , S T A 1 2 + 2 9 . 5 8 EL . = 1 . 1 0 SD W K 2 4 . 0 0 ' R T ,ST A 1 2 + 3 4 . 5 8 E L . = 1 . 0 4 S DW K 2 4 . 0 0 ' R T ,STA 47+36.56EL. = 1.02SDWK 18.00' LT,STA 47+36.56EL. = 1.09SDWK 23.00' LT,STA 47+36.56EL. = 0.71SDWK 18.00' RT,STA 47+36 .56EL. = 0 .60SDWK 29 .08 ' RT ,STA 47+36.56EL. = 0.65SDWK 23.00' RT,STA 12+70.58SDWK 23.00' RT,EL. = 0.65STA 12+75.58SDWK 23.00' RT,EL. = 0.56STA 12+81 .58EL . = 0 . 5 1SDWK 2 3 . 0 0 ' R T ,6.00'5.50'35.00'6.50'5.00'5.00'6.50'35.00'6.50'5.00'6.00'5.50'35.00'5.50'6.00'R15.00'R 1 5 . 0 0 'R35.00'R35.00'R35.00' R35.00'R15.00'R15 .0 0 ' R35.00'R35.00'R35.00'R35.00'R35.00 'R35.00'END OF PAVEMENTSTA 47+93.56EL. = 0.15EOP 10.00' RT,END OF PAVEMENTSTA 47+93 .56EL. = 0 .38EOP 10 .00 ' LT ,-1.57%-1.57%-1.41%-1.54%-1.14% -1.49%-1.81%-1.83%-7.18%-5.41%-3.34%-7.00%STA 47+48.80EL. = 1 .09TBC 16 .04 ' LT ,STA 47+28.53EL. = 1.20SDWK 23.00' RT,STA 47+28.52EL. = 1.29SDWK 29.00' RT,STA 47+49.17EL. = 0.66TBC 16.39' RT,VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1300 INTERSECTION AND MIDBLOCK CROSSING DETAILS.DWG PLOTTED BY:KARL SAND ONJun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAINTERSECTION DETAILSKURK DRIVE & GABRIELAVE6475.00563C1302LRHLRHMEE2/2025 612360SCALE IN FEETRECORD DRAWING2/2025END OF ASPHALTGABRIEL AVENUELEE HAGEMAN48606JUNE 26, 2025 >>>>>> 9+00 5.00'6.50'35.00'6.50'5.00'S T A 8 + 6 1 . 5 3 PC T B C 1 4 . 7 5 ' R T , E L . = 1 . 4 4STA 8+ 4 7 .9 3 PC T BC 1 7 . 5 0 ' R T , E L . = 1 . 3 4 STA 8+47 .93 PCTBC 1 7 . 50 ' L T ,EL . = 1 . 3 2 STA 8+61 .53 PC TBC 1 4 . 7 5 ' LT ,EL . = 1 . 4 4 STA 8+88 .73 PCEL. = 1 .63TBC 1 4 . 7 5 ' LT ,STA 9+02 .33 PCEL . = 1 . 7 3TBC 17 .50 ' L T ,STA 8+88 .73 PCEL. = 1 .63TBC 1 4 . 7 5 ' RT ,STA 9+02 .33 PCEL . = 1 . 7 3TBC 17 .5 0 ' R T ,STA 8+78.13EL. = 1.73SDWK 24.00' RT,STA 8+78.13EL. = 1.63SDWK 18.00' RT,STA 8+78 .13EL. = 1 .10RB 1 1 . 3 8 ' RT ,STA 8+72.13RB 11.38' RTEL. = 1.06STA 8+75 .13 PCEL. = 1 .53TBC 1 2 . 0 0 ' LT , ST A 8 + 7 9 . 1 2 EL . = 1 . 5 6 TB C 1 2 . 2 3 ' R T ,STA 8+71.13EL. = 1.51TBC 12.23' RT,STA 8+72 .13SDWK 24 .00 ' RT ,EL. = 1 .696.00'6.00'R35.00' R35.00'R35.00'R35.00' R35.00'R35.00'S T A 8 + 7 5 . 1 3 P C EL. = 1 . 1 5 TB C 1 2 . 0 0 ' R T ,FUTURE SIDEWALKPROPOSED SIDEWALK24.00'-0.87%-0.82%-7.58%STA 8+72 .13SDWK 18 .00 ' RT ,EL. = 1 .59 1+00 RAD PT1+34.02, -32.50' LTRAD PT1+33.98, 32.50' RT10.00'5.00'STA 1+33.98 PCTBC 17.50' RT,EL. = 97.29STA 1+18.98 PCTBC 32.49' RT,EL. = 97.44 STA 1+34.02 PCTBC 17.50' LT,EL. = 96.73STA 1+19.02 PCEL. = 96.41TBC 32.51' LT,STA 1+38.99EL. = 96.90RB 16.75' RT,STA 1+48.99EL. = 97.03RB 16.75' RT,STA 1+20.73RB 24.00' RTEL. = 96.86STA 1+18.63RB 29.00' RTEL. = 96.92STA 1+22.22EL. = 97.28TBC 23.20' RT,STA 1+19.20EL. = 97.41TBC 29.98' RT,STA 1+49 .99EL. = 97 .49 TBC 17. 5 0 ' RT ,STA 1+37.99EL. = 97.34TBC 17.50' RT,STA 1+20.01EL. = 96.19FL 15.50 LTSTA 1+19.99EL. = 96.72FL 15.50 RTSTA 1+18.33EL. = 96.96FL 30.79 RTSTA 1+18.36EL. = 95.98FL 30.81 LTSTA 1+27.63EL. = 97.36SDWK 24.00' RT,STA 1+27.63EL. = 97.43SDWK 29.00' RT,STA 1+48.99EL. = 9 7 .61SDWK 24.03 ' RT , STA 1+38.99EL. = 97.49SDWK 24.00' RT,STA 1+48.99EL. = 97.68SDWK 29.00' RT,STA 1+36.99EL. = 97.55SDWK 29.00' RT,STA 1+23.01EL. = 96.28EOP 15.50' LT,STA 1+34.02EL. = 96.36EOP 15.50' LT,STA 1+22.99EL. = 96.78EOP 15.50' RT,STA 1+33.98EL. = 96.91EOP 15.50' RT,R15.00'R15.00'FUTURE SIDEWALKPROPOSED SIDEWALK5.00'6.50'35.00'6.50'5.00'STA 1+17.02EL. = 96.03EOP 32.51' LT,STA 1+16.98EL. = 97.07EOP 32.49' RT,-1.70%-1.41%-1.78%-5.40%-7.69%STA 1+27.90EL. = 97.25TBC 18.79' RT,VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1300 INTERSECTION AND MIDBLOCK CROSSING DETAILS.DWG PLOTTED BY:KARL SAND ONJun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAINTERSECTION DETAILS FOWLER LN INT. & KURKDR MIDBLOCK6475.00564C1303LRHLHMEE2/2025 612360SCALE IN FEETRECORD DRAWING2/20252-KURK DR MIDBLOCK CROSSINGSCALE: 1" = 6'1-FOWLER INTERSECTIONSCALE: 1" = 6'ASPHALT SHARED USE PATHKURK DRIVEKURK DRIVEFOWLER LANE LEE HAGEMAN48606JUNE 26, 2025 >>>>>>>>>>>>>>>>24+00PROPOSED SIDEWALK PROPOSED SIDEWALK24.00'12.00'12.00'5.00'6.50'35.00'6.50'5.00'STA 24+58.00 PCTBC 17.50' LT,EL. = 2.90STA 24+44.40 PCTBC 14.75' LT,EL. = 3.17STA 24+30.80 PCTBC 12.00' LT,EL. = 3.42STA 24+12.80 PCTBC 12.00' LT,EL. = 3.73STA 23+99.20 PCTBC 14.75' LT,EL. = 3.90STA 23+85.61 PCTBC 17.50' LT,EL. = 4.06STA 24+58.00 PCEL. = 2.90TBC 17.50' RT,STA 24+44.40 PCEL. = 3.17TBC 14.75' RT,STA 2 4+30 .8 0 PC E L . = 3 . 4 2 TBC 1 2 . 0 0 ' R T ,STA 24+12.80 PCEL. = 3.73TBC 12.00' RT,STA 23+99.20 PCEL. = 3.90TBC 14.75' RT,STA 23+85.61 PCEL. = 4.06TBC 17.50' RT,STA 24+28.80EL. = 3.46TBC 12.00' RT,STA 24+14.80EL. = 3.70TBC 12.00' RT,STA 24+28.80EL. = 3.46TBC 12.00' LT,STA 24+14.80EL. = 3.71TBC 12.00' LT,STA 24+ 27 .8 0 E L . = 3 . 6 5 S DW K 2 4 . 0 0 ' R T ,STA 2 4+1 5 . 80 E L . = 3 . 8 6SDW K 2 4 . 0 0 ' R T ,STA 24+27.80SDWK 24.00' LT,EL. = 3.65STA 24+15.80SDWK 24.00' LT,EL. = 3.86R35.00'R35.00'R35.00'R35.00 'R35.00'R35.00'R35.00'R35.00'STA 24+27.80EL. = 3.02RB 11.25' LT,STA 24+15.80EL. = 3.23RB 11.25' LT,STA 24+27.80RB 11.25' RT???STA 24+15.80RB 11.25' RT???-1.72%-1.72%-4.60%-4.61%44+00PROPOSED SIDEWALK PROPOSED SIDEWALK 6.00'5.50'35.00'5.50'6.00'24.00'12.00'12.00'R35.00'R35.00'R35.00 'R35.00'R35.00'R35.00'R35.00'R35.00'STA 44+52 .80 PCTBC 1 7 . 5 0 ' LT ,EL . = 4 . 6 2STA 44+39 .20 PCTBC 1 4 . 75 ' L T ,EL. = 4 . 74STA 44+07 .60 PCTBC 12 .00 ' L T ,EL. = 5 .05STA 44+25.60 PCTBC 12.00' LT,EL. = 4.88STA 43+94 .00 PC TBC 1 4 . 7 5 ' LT ,EL . = 5 . 2 0STA 43+80 .40 PCTBC 17 .50 ' LT ,EL. = 5 . 33 S T A 4 4 + 5 2 . 8 0 P C E L . = 4 . 6 2 T B C 1 7 . 5 0 ' R T ,STA 44+39 .20 PCEL . = 4 .75TBC 14 .75 ' RT ,STA 4 4+2 5 . 6 0 PC E L . = 4 . 8 9 TBC 1 2 . 0 0 ' R T ,STA 44+07.60 PCEL. = 5.06TBC 12.00' RT,STA 43+94.00 PCEL. = 5.20TBC 14.75' RT,STA 43+80.40 PCEL. = 5.33TBC 17.50' RT,STA 44+23.60EL. = 4.90TBC 12.00' LT,STA 44+09.60EL. = 5.03TBC 12.00' LT,STA 44+23 .60EL. = 4 .91TBC 12 . 00 ' RT ,STA 44+09.60EL. = 5.04TBC 12.00' RT,STA 44+22.60SDWK 23.00' LT,EL. = 5.08STA 44+10.60SDWK 23.00' LT,EL. = 5.20STA 44+22 .60EL. = 5 .08SDWK 2 3 .00 ' RT ,STA 44+10 .60EL. = 5 .2 0SDWK 23 .00 ' RT ,STA 44+22.60EL. = 4 .46RB 11 .25 ' LT ,STA 44+10.60EL. = 4.57RB 11.25' LT,STA 44+22.60RB 11.25' RTEL. = 4.47STA 44+10 .60RB 11.25 ' RTEL. = 4 .58 -0.97% -0.93%-4.88%-4.96%VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1300 INTERSECTION AND MIDBLOCK CROSSING DETAILS.DWG PLOTTED BY:KARL SAND ONJun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAMIDBLOCK DETAILS - EDGERTON AVE AND GABRIELAVE6475.00565C1304LRHLRHMEE2/2025 612360SCALE IN FEETRECORD DRAWING2/20251-EDGERTON AVE MIDBLOCK CROSSINGSCALE: 1" = 6'2-GABRIEL AVE MIDBLOCK CROSSINGSCALE: 1" = 6'EDGERTON AVENUE GABRIEL AVENUE GRAVEL TRAILLEE HAGEMAN48606JUNE 26, 2025 W>>>>>>>>>>>>>>>>>>>>>>>>>> >>> >> >>> >>> >>> >>> >>> >>> > >>>>>>>>>>>>> >>>> >>>>>> CO FDCFDCFDCFDCFDCFDCFDCADA RAMPADA RAMPFDCFDCDOWNSPOUT >>21+0022+0023+0024+0025+0026+0027+0028+0041+0042+0043+0044+0045+0046+0047+0048+0048+5015+00 0+001+002+003+004+005+006+007+00 8+00 9+0010+00 11+00 12+00 13+00 14+00 STA 1+55.01, 20.50' LTSTA 1+82.78, 20.50' LTSTA 1+82.78, 20.50' RTSTA 2+44.65, 20.50' RTSTA 3+38.51, 20.50' RTSTA 4+82.50, 20.50' RTSTA 27+94.53, 0.00'STA 27+30.03, 15.00' RTSTA 27+01.33, 20.50' RTSTA 27+01.33, 20.50' LTSTA 24+61.33, 20.50' LTSTA 24+61.33, 20.50' RTSTA 24+32.84, 15.06' LTSTA 24+10.80, 15.06' RTSTA 23+82.60, 20.50' RTSTA 23+54.61, 20.50' RTSTA 23+20.65, 20.50' LTSTA 22+59.89, 20.50' RTSTA 22+00.65, 20.50' LTSTA 21+47.50, 0.00'STA 6+01.33, 20.50' RTSTA 6+25.34, 20.50' RTSTA 8+47.73, 20.50' RTSTA 8+64.13, 16.77' RTSTA 9+02.33, 20.50' RTSTA 8+86.14, 16.78' LTSTA 10+70.32, 20.50' RTSTA 11+64.38, 20.50' RTSTA 11+88.38, 20.50' RTSTA 13+16.71, 20.50' RTSTA 12+52.58, 29.00' LTSTA 47+30.06, 15.00' RTSTA 46+98.86, 20.52' RTSTA 46+98.86, 20.48' LTSTA 44+68.74, 20.50' LTSTA 44+68.73, 20.50' RTSTA 44+27.60, 15.06' LTSTA 44+05.60, 15.06' RTSTA 43+82.55, 20.50' LTSTA 43+82.53, 20.44' RTSTA 43+58.55, 20.50' LTSTA 42+59.97, 20.50' LTSTA 41+42.54, 0.00' LT25SPEEDLIMITNOPARKINGANYTIMENOPARKINGANYTIMESTOP STA 7+27.73, 20.50' RTNOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMESTOPSTOPNOPARKINGANYTIMESTA 44+29.60WHITE SHARKS TEETH (TYP.)STA 44+03.60WHITE SHARKS TEETH (TYP.)STA 24+08.81WHITE SHARKS TEETH (TYP.)STA 24+34.80WHITE SHARKS TEETH (TYP.)STA 8+64.13WHITE SHARKS TEETH (TYP.)STA 8+86.13WHITE SHARKS TEETH (TYP.)NOPARKINGANYTIMESTA 1+56.01, 7.75' LT24" STOP BAR (CENTERLINE)STA 1+37.00, 0.00' RTPEDESTRIAN X-ING8" THERMOPLASTIC (1 OF 2)14.00'1STA 5+09.7112.50' LT11STA 4+82.5118.00' LT11STA 8+47.9318.00' LT11STA 8+69.4112.98' LT11STA 8+80.8412.98' LT11STA 9+02.3318.00' LT11STA 11+88.3918.00' LT11STA 12+15.5812.00' LT11STA 11+88.3918.00' RT11STA 12+15.5812.50' RT11STA 12+89.5212.50' LT11STA 13+16.7218.00' LT11STA 12+89.5212.50' RT11STA 13+16.7218.00' RT11STA 5+09.7112.50' RT11STA 4+82.5118.00' RT11STA 5+78.5312.83' RT11STA 5+78.5312.83' LT11STA 6+00.9718.00' LT11STA 6+00.9718.00' RT11STA 27+28.5312.50' LT11STA 27+01.3318.00' LT11STA 24+58.0018.00' LT11STA 24+30.8012.50' LT11STA 24+12.8012.50' LT11STA 23+85.6118.00' LT11STA 27+28.5312.50' RT11STA 27+01.3318.00' RT11STA 24+58.0018.00' RT11STA 24+30.8012.50' RT11STA 24+12.8012.50' RT11STA 23+85.6118.00' RT11STA 9+02.3318.00' RT11STA 8+80.8412.98' RT11STA 8+69.4112.98' RT11STA 8+47.9318.00' RT11STA 47+28.5612.50' LT11STA 47+01.3618.00' LT11STA 44+52.8018.00' LT11STA 44+25.6012.50' LT11STA 44+07.6012.50' LT11STA 43+80.4018.00' LT11STA 47+28.5612.50' RT11STA 47+01.3618.00' RT11STA 44+52.8018.00' RT11STA 44+25.6012.50' RT11STA 44+07.6012.50' RT11STA 43+80.4018.00' RT1DEADENDDEADENDKurk DrKurk DrEdgerton AveEdgerton Ave Kurk DrKurk DrGabriel AveGabriel Ave Kurk DrKurk DrFowler LnFowler LnTHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2025engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\ONSITE\6475.005 - C1400 SIGNING PLAN.DWG PLOTTED BY:KARL SAND ON Jun/25/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! THE HOMESTEAD AT BUFFALO RUN BOZEMANMONTANAROAD SIGNAGE & STRIPING PLAN6475.00566C1400LRHLRHMEE2/2025 5010025500SCALE IN FEETRECORD DRAWING 2/20251 2W11-2W16-7pR1-1FLUORESCENTYELLOWGREENYELLOWFLEXIBLEDELINEATOR25SPEEDLIMITR2-1SIGN SYMBOLOGY KEYMARKING DIMENSIONSOM4-2(RED AND BLACK)PER COB DETAIL09810-23.00'2.00'1.00'2.00'2.00'12.00'KURK DRIVEEDGERTON AVE GABRIEL AVE FOWLER LANE NOPARKINGANYTIMENOPARKINGANYTIMER7-1RR7-1LSIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH ORWIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC ORPREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII, CURB BULBS AND ALL MEDIAN CURB IS TO BE PAINTED WITHYELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS.3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBSAND MEDIANS.4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS.212KEY NOTESINSTALL NEW YELLOW FLEXIBLE DELINEATORSIGNS ARE TEMPORARY UNTIL THE PARKING FACILITY TO THE WEST IS OPENAND/OR THE ROAD IS EXTENDED TO THE PROPERTY TO THE SOUTH.SIGNS ARE TEMPORARY UNTIL THE ROAD IS EXTENDED TO THE PROPERTY TOTHE SOUTH.1STOPDEADENDW14-1PROPERTY BOUNDARY (TYP.)232313.00'2.00'1.00'2.00'2.00'8.00'LEE HAGEMAN48606JUNE 26, 2025