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Home My WebLink AboutHomestead at Buffalo Run Offsite Improvements - Fowler LaneN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_COVER_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleMATT EKSTROMengineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721www.m-m.netPREPARED BY:APPROVED BY:MATT E. EKSTROMProject ManagerBOZEMAN, MONTANAVICINITY MAPNOT TO SCALEREGIONAL MAP - (Not to Scale)PROJECT SITEJULY 2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANESTUCKY RDBLACKWOOD RDKURK DRLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONSET NO.MORRISON-MAIERLE PROJECT NO. 6475.003RECORD DRAWINGS FOR07/2024JAMES A. ULLMAN6475.003.088.000318JAMES R. NICKELSON11/10/2023PROJECT LOCATIONSHEET INDEXSHT No.DWG No.TITLE0-COVER1G-1GENERAL NOTES2G-2SURVEY CONTROL DATA3G-3CONSTRUCTION ROUTE MAP4F-1EXISTING SITE FEATURES, TOPOGRAPHY, AND DEMOLITION5F-2FOWLER LANE SHEET INDEX6F-3FOWLER LANE PLAN AND PROFILE7F-4FOWLER LANE PLAN AND PROFILE8F-5FOWLER LANE PLAN AND PROFILE9F-6FOWLER LANE PLAN AND PROFILE10F-7FOWLER LANE PLAN AND PROFILE11F-8FOWLER LANE PLAN AND PROFILE12F-9FOWLER LANE PLAN AND PROFILE13FST-1FOWLER LANE SIGNING AND STRIPING14FX-1INTERSECTION DETAILS - FOWLER LANE & STUCKY ROAD15FX-2INTERSECTION DETAILS - FOWLER LANE & KURK DRIVE16FX-3INTERSECTION DETAILS - FOWLER LANE & BLACKWOOD ROAD17SD-1FOWLER LANE - STORMWATER18D-1ROAD SECTION DETAILS - FOWLER LANE19D-2WATER, SEWER AND STORMWATER DETAILS20D-3LID POND DETAILS21D-4HYDRODYNAMIC STORMWATER TREATMENT STRUCTURE22D-5MISCELLANEOUS DETAILS23D-6GAVIN CULVERT EXTENSION DETAILS24IR-0KOUNTZ/GAVIN IRRIGATION TURNOUT25IR-1FOWLER LANE IRRIGATION TURNOUTS - PLAN AND SECTIONS26IR-2FOWLER LANE IRRIGATION TURNOUTS - DETAILS27IR-3FOWLER LANE IRRIGATION TURNOUTS MSU TURNOUT DETAILS28E-23STREET LIGHTING PLAN - NORTHWEST29E-24STREET LIGHTING PLAN - NORTHEAST30E-25STREET LIGHTING PLAN - SOUTHWEST31E-26STREET LIGHTING PLAN - SOUTHEAST HYD 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 POWERBPBPEXISTING UNDERGROUND TELEPHONECCEXISTING 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 CONTOUR46544653.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR46564655.50PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICEBTBTVERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_GENERALNOTES.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024REVISIONSDRAWN 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 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAGENERAL NOTES6475.0031G-1DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS07/2024ABDNABANDONACASPHALTIC 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.GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SEVENTH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, INCLUDING ADDENDA; THE GALLATIN COUNTY TRANSPORTATION DESIGN AND CONSTRUCTION STANDARDS; AND THEPROJECT 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 LINE AND GRADE OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTIONPRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. 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 SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR, GALLATIN COUNTY, CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC.PRIOR TO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 72 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 OWNERS AND 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. CONTRACTOR SHALL REMOVE ALL CONCRETE WASTE FROM PROJECT SITE RESULTING FROMCURBS, SIDEWALKS AND OTHER INSTALLATIONS.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, IS REQUIRED BY THE CITY. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONGADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH INACCORDANCE 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; THE GALLATIN COUNTY TRANSPORTATION DESIGN AND CONSTRUCTION STANDARDS, AND/OR THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING.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 +4900' TO PROJECT DATUM. THE HORIZONTAL DATUM = ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT INTERNATIONAL FEET,VERTICAL DATUM = NAVD 8824.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%.28.CONTRACTOR SHALL TACK ALL JOINTS AND AND BETWEEN ASPHALT LIFTS PRIOR TO PAVING.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 UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE 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 SHALL BE REQUIRED.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 4 FEET (78 INCHES) OF MINIMUM COVER ON BURIED SEWER PIPING OR DEEPER AS SPECIFIED. SEWER PIPINGMUST BE INSULATED AT DEPTHS LESS THAN 5 FEET.6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" COPPER FOR SERVICES LESS THAN 4" AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES GREATER THAN 4" ,UNLESS OTHERWISE NOTED.14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THEDISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE ON ALL GRAVITY PIPING.16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.17.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THESAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.18.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL WATER FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°),TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTSWHERE INDICATED ON THE PLANS.19.ALL WATER VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.20.WATER VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22.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.23.THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT 72 HOURS PRIOR TO BEGINNING ANY WORK.Know what'sbelow.before you dig.CallRENTITYPOWER & GASPROJECT CONTACT LISTFIRM OR AGENCYADDRESSCONTACTPHONE & EMAILNORTHWESTERN ENERGY121 EAST GRIFFINBOZEMAN, MT 59715DUSTIN WORKMAN(406) 582-4680Dustin.Workman@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 &TAYLOR LUNSDALE(406) 582-2284llehigh@bozeman.netCITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTSARAH ROSENBERG(406) 582-2260srosenberg@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.comCOUNTY ROADINFRASTRUCTUREGALLATIN COUNTY ROAD &BRIDGE DEPARTEMENT205 W BAXTER LNBOZEMAN, MT 59718LEVI EWAN(406) 582-3250Levi.Ewan@gallatin.mt.govHATCH LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE (CURB OR SIDEWALK)EXISTING ASPHALT PAVEMENT SURFACEEXISTING CONCRETE (CURB OR SIDEWALK)PROPOSED GRAVELDETAIL 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 TAKEN SURVEY CONTROL DATA FOWLER LN.POINT NO.200201202203DESCRIPTION2" ALUMINUM CAP2" ALUMINUM CAP2" ALUMINUM CAP2" ALUMINUM CAPELEVATION5006.3804996.3704997.9705009.340GRID NORTHING107020.4080107685.9160107688.9650107023.3950GRID EASTING370739.7840370738.6670372040.1170372039.8160RECORD DRAWINGS 07/2024 3006001503000SCALE IN FEETTHIS 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_SURVEY CONTROL_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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! HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANASURVEY CONTROL DATA6475.0032G-2DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 STUCKY RDBLACKWOOD RDFOWLER LN KURK DRS 27TH AVE W GRAF STPNT # 203PNT # 202PNT # 201PNT # 200COORDINATES ARE ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT, INTERNATIONAL FEET.VERTICAL DATUM IS NAVD 88.PLEASE NOTE:TABLE BELOW INCLUDES EXISTING CONTROL POINTS FOUND BUT ARE NOTSUITABLE FOR PROJECT CONTROL. THE CONTRACTOR SHALL HAVEPROJECT-SPECIFIC SITE CONTROL ESTABLISHED BY A REGISTERED PLSLICENSED IN THE STATE OF MONTANA PRIOR TO CONSTRUCTION. LEGENDCONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 1OPTION 2CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGOPTION 3CONSTRUCTION TRAFFIC - ENTERINGCONSTRUCTION TRAFFIC - EXITINGS. 19TH AVE FOWLER LN KURK DRW GRAF STCOMMONWEALTH 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 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_CONSTRUCTION ROUTE MAP_FOWLER.DWG PLOTTED BY:LEEHAGEMAN ON Jul/30/2024REVISIONSDRAWN 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! HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANACONSTRUCTION ROUTE MAP6475.0033G-3DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 5001,0002505000SCALE IN FEETRECORD DRAWINGS07/20241.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.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.5.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZEINCONVENIENCE TO THE ADJACENT BUSINESSES.6.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.7.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.8.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.9.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.10.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS,RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.11.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED 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.12.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.GENERAL NOTES:PROJECT LOCATION [][]EPEWWWWWGGIIIIISSSISMWTTWKOUNTZ DAYLE H. MAR ITAL TRUSTS12 SE14 SECTION 22 T2S R5EMWTTTTTTTPTTT===[]======[]======[]======[]===4975.004978.004981. 0 0 4985.004989 .0 0 4995.005000.00 5 0 0 4 . 0 0 5007. 0 05008.005013.005016.005018 .005021.005019.005014.005012.005007.005002.004998.0049 9 3 .0 0 4989.004985.004980.004974.00SSTTTTTTTT= = = [ ] = = = ===[]======[]======[]======[]===4928.004930.0049 31 .0 04935.004938.004941.004945.004948.004952.004957.004962.004967.004970.004975.004978.004980.004974.004969.004964.004962.004958.004956.004951.0049 4 8 . 0 0 4944 .0 0 4940.004935.004931.004929.00RECORD DRAWINGS07/2024THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_FOWLER LANE EXISTING SITE AND TOPOGRAPY.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTS FOWLER LANE BOZEMAN MONTANA FOWLER LANE EXISTING SITE FEATURES, TOPOGRAPHY, AND DEMOLITION 6475.003 4 F-1 DS LRH MEE 07/2024 LEE R. HAGEMAN 48606 07/30/2024 MATCHLINEMATCHLINEREMOVE EXISTING DRIVEWAY APPROACH, CULVERT, AND HEADWALL STUCKY ROADBLACKWOOD ROAD1 - EXISTING FOWLER LANE-SOUTH 2 - EXISTING FOWLER LANE-NORTH SEE SHEET FX-1 FOR FURTHER INTERSECTION DETAILS SEE SHEET FX-3 FOR FURTHER INTERSECTION DETAILS 100 200501000 SCALE IN FEET 100 200501000 SCALE IN FEETEXISTING FOWLER LANE-SOUTHEXISTING FOWLER LANE-NORTHSEE SHEET FX-2 FOR FURTHER INTERSECTION DETAILS FOWLER ROAD FOWLER ROAD EXISTING OVERHEAD ELECTRIC AND EXISTING POWER POLES TO BE REMOVED BY NORTHWESTERN ENERGY VEGETATION & TREE REMOVAL AS NECESSARY. MINIMIZE TO EXTENT FEASIBLE.UPSIZE EXST. CULVERT REPLACE EXST. CULVERT REPLACE EXST. CULVERT UPSIZE EXST. CULVERT UPSIZE EXST. CULVERT UPSIZE EXST. CULVERT 0+0010+0020+0030+0040+0050+0055+89RECORD DRAWINGS 07/2024 4008002004000SCALE IN FEETTHIS 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\0_FRONTENDSHEETS\6475.003_FOWLER LANE SHEETINDEX.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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!HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE SHEET INDEX6475.0035F-2DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 STUCKY RDBLACKWOOD RDFOWLER LN KURK DRSHEET F-3SHEET F-4, SD-1SHEET F-5SHEET F-6SHEET F-7SHEET F-8SHEET F-9HOMESTEAD AT BUFFALO RUNSEE SHEET FX-1 FOR FURTHERINTERSECTION DETAILSSEE SHEET FX-2 FOR FURTHERINTERSECTION DETAILSSEE SHEET FX-3 FOR FURTHERINTERSECTION DETAILS TPTTT===[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]===50055010501050105015 5010 5015 50051+002+0018SD18SD18SD0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+008W8W8W16W16W16WBP BPDYH6W S15S15S15S15S15S15S15S15SSDSDBLACKWOOD & FOWLER CL INTERSECTIONELEV. 5018.52FOWLER STA. 1+65.1816" GATE VALVESTA 8+49.49OFFSET 11.99' LTSDSD>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>GRADE BREAK STA: 7+00.00 5009.59' GRADE BREAK STA: 4+19.56 5013.80'16" CAPSTA 8+29.58OFFSET 11.99' LT16 X 8 TEESTA 8+44.49OFFSET 12.00' LTNEW 42" x 29" ARCH CMP WITH F.E.T.S.62.41 LF @ 1.15%INV. IN (E) 5012.01INV. OUT (W) 5011.29MH-F-14STA 7+18.62, 0.0'REPLACE EXISTING CMPINSTALL NEW 18" CMP WITH F.E.T.S.35.00 LF @ 0.51%INV. IN (S) 5005.35INV. OUT (N) 5005.17NEW 15" CMP WITH F.E.T.S.69.30 LF @ 1.25%INV. IN (E) 5004.96INV. OUT (W) 5004.10S SINSTALL TRENCH PLUG(SEE SHEET D-6)STA 7+03.63, 0.24' RT>8" GATE VALVESTA 8+44.52OFFSET 50.00' RT49904995500050055010501550204990499550005005501050155020-0.65%-1.90%-1.50%VPI STA=1+45.16VPI ELEV=5019.01K=112.00LVC=140.00'HP STA 0+75.16HP ELEV=5019.47VPC STA=0+75.16VPC ELEV=5019.47VPT STA=2+15.16VPT ELEV=5017.68NEW CULVERT CROSSINGSTA 3+17.89TOP = 5014.05BOT = 5011.59STA 8+29.5816" CAPPIPE INV = 4998.56STA 8+44.4916 X 8 TEEPIPE INV = 4998.3927.51 LF 15" PVC @ 1.55%MH-F-14INSTALL NEW 60" Ø MANHOLESTA 7+18.62RIM ELEV=5009.3015" INV IN (S) = 4996.4615" INV OUT (N) = 4996.26DEPTH = 13.03'STA 8+49.4916" GATE VALVEPIPE INV = 4998.33NEW CULVERT CROSSINGSTA 8+27.64TOP = 5005.80BOT = 5004.55591 LF GRAVEL COUNTY RD SECTIONPER STD DETAIL 4 ON SHEET D-1136 LF COUNTY RD TAPER SECTION(PAVEMENT)376.40 LF 15" PVC @ 1.60%STA 6+88.63INSTALL 15" CAP ON SEWER STUBFG-EG-5019.250+00FG-5019.63EG-5019.60FG-5019.28EG-5019.321+00FG-5018.73EG-5018.86FG-5017.96EG-5018.092+00FG-5017.02EG-5017.21 FG-5016.07 EG-5016.203+00FG-5015.12 EG-5015.16 FG-5014.17 EG-5014.164+00FG-5013.34 EG-5013.29 FG-5012.59 EG-5012.575+00FG-5011.84 EG-5011.89 FG-5011.09 EG-5011.016+00FG-5010.34 EG-5010.02 FG-5009.59 EG-5009.067+00FG-5008.80 EG-5008.30 FG-5008.00 EG-5007.638+00FG-5007.20 EG-5006.778+50WTR INV-WTR INV-WTR INV-WTR INV-WTR INV-WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV- WTR INV-4998.33VERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.0036F-3DSLRHMEE07/2024 1RELOCATE SOUTH BOUNDARY 8" GATE VALVE06/11/24LRH LEE R. HAGEMAN4860607/30/2024LRH RECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 0+00 TO 8+50INSTALL 23 LF 15" SDR 35 PVC SEWER PIPEINSTALL 18 LF 16" DI WATER PIPEDUCTILE IRON PIPE & FITTINGS SHALL BE WRAPPED WITH V-BIO WRAPFOWLER LANEBLEND EXISTING GRAVEL APPROACHTO NEW ASPHALT EDGEEXISTING ASPHALT APPROACH, SAW CUTALONG FOWLER LANE APPROX. 27REMOVE AND BLEND ASPHALT ASREQUIREDPROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATCENTERLINEOHP CROSSING UNKNOWN HEIGHT NG CROSSINGNGNGNG NG NG NG NG NG NG NG NGUNKNOWN DEPTH END OF WORK - BLEND TOEXISTING GRAVELMATCHLINE SHEET F-4 OHP CROSSINGOHPOHP OHP OHP OHP OHP OHP OHPUNKNOWN HEIGHT SEE SHEET FX-3 FORINTERSECTION DETAILSINSTALL 15" CAP ONSEWER STUBSTA 6+88.60OHP OHP OHP OHP OHP OHP OHP OHP .8" WATER MAINCONTINUED ON SITE PLANDRAWINGS60' RIGHT OF WAY60' RIGHT OF WAYEXISTING ASPHALT APPROACH, SAW CUTALONG PROPERTY LINE APPROX. 15'. REMOVEEXISTING ASPHALT AND REPAVE APPROACHAFTER CULVERT INSTALLATIONBLACKWOOD ROAD INSTALL RIPRAP AT INLET AND OUTLETOF CMP PER DETAIL 5 ON SHEET D-2PROVIDE THICKENED EDGE ATTRANSITION TO GRAVEL SECTIONPER DETAIL 3 ON SHEET D-1INSTALL RIPRAP AT INLET AND OUTLETOF CMP PER DETAIL 5 ON SHEET D-2PROPOSED STORM DRAIN(TYP.) SEE SHEET SD-1ABANDONLATERAL OFDITCH & DRAINTO CULVERTTO WEST1 TT5005499 55000500518SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD15SDDDD DDD-1D9+0010+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 16" GATE VALVESTA 11+59.31OFFSET 12.01' LT16" GATE VALVESTA 14+70.00OFFSET 12.00' LT8W8W8WSDYHS8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S8W8W8W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYHNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGBPUTILUTILUTILUTILUTILUTILDYHSS SS 6W 15S15S15S15S15S15S15S15SIRIRIRIRSSSSWSWSKOUNTZ DAYLE H . MAR ITAL TRUSTS12 SE14 SECT ION 22 T 2S R5E16" GATE VALVESTA 8+49.49OFFSET 11.99' LTFIRE HYDRANTSTA 8+71.82, 34.01' RTINSULATE HYDRANT LEADBELOW STORM DRAIN16 X 6 TEESTA 8+71.82OFFSET 12.00' LTFIRE HYDRANTSTA 11+64.31, 34.00' RTINSULATE HYDRANT LEADBELOW STORM DRAIN2" TYPE "K" COPPER WATER SERVICEAPPROX. CURB STOP LOCATIONPER COB STD DETAIL 02660-6STA 12+16, OFFSET +58.04GRADE BREAK STA: 15+00.01 4996.82'16 X 6 TEESTA 11+64.31OFFSET 12.00' LT16 X 8 TEESTA 15+11.00OFFSET 12.00' LT16" CAPSTA 15+30.00OFFSET 12.00' LTMH-F-13STA 11+00.01, 0.0'MH-F-12STA 15+00.01, 0.0'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 14+85.01, 6.00' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 10+85.01, 6.00' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 10+45.02, 30.00' RTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 14+46.02, 30.00' RTSEWER SVC PLUG & MARKER (CLUBHOUSE)STA 12+20.66, 58.04' RTSURFACE FG = 5001.636" INVERT = 4996.13SEWER SVC PLUG & MARKER (BLDG A)STA 9+23.76, 58.05' RTSURFACE FG = 5006.276" INVERT = 5000.776" SEWER SERVICE STUB (DEEP)PER COB STD DETAIL 02730-3STA 12+20.66, OFFSET 0.006" SEWER SERVICE STUB (DEEP)PER COB STD DETAIL 02730-3STA 9+23.76, OFFSET 0.0049804985499049955000500550104980498549904995500050055010-1.60%STA 11+64.3116 X 6 TEEPIPE INV = 4993.33STA 15+11.0016 X 8 TEEPIPE INV = 4988.18STA 15+30.0016" CAPPIPE INV = 4987.80STA 11+59.3116" GATE VALVEPIPE INV = 4993.37STA 14+70.0016" GATE VALVEPIPE INV = 4988.73MH-F-13INSTALL NEW 60" Ø MANHOLESTA 11+00.01RIM ELEV=5003.2115" INV IN (S) = 4990.2415" INV OUT (N) = 4990.04DEPTH = 13.17'395.02 LF 15" PVC @ 1.55%MH-F-12INSTALL NEW 60" Ø MANHOLESTA 15+00.01RIM ELEV=4996.8215" INV IN (S) = 4983.928" INV IN (E) = 4984.3915" INV OUT (N) = 4983.72DEPTH = 13.11'320.02 LF 15" PVC @ 1.55%STA 12+216" SEWER SERVICE16" CLASS 51 DI PIPE (TYP.)STA 8+71.8216 X 6 TEEPIPE INV = 4998.05STA 11+64.31NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5002.27DEPTH = 8.5'STA 8+71.82NEW FIRE HYDINSTALL LEAD & AUX VALVEPER COB STD DETAIL 02660-4BURY = 5006.94DEPTH = 8.5'2" TYPE "K" COPPERWATER SERVICESTA 12+16PER COB STD DETAIL 02660-6376.40 LF 15" PVC @ 1.60%STORM DRAIN CROSSINGSTA 14+54.98TOP = 4995.09BOT = 4993.81STA 14+54.92INSTALL 4" XPS INSULATIONPER STANDARD DETAILUTILITY CONDUIT CROSSING(S)STA 13+88.02, LENGTH = 74.00'TOP = 4993.40, BOT = 4992.30STA 9+246" SEWER SERVICENEW SOLID SLEEVE (A.B.)STA 11+14.00 (APPROXIMATE)FG-5007.20EG-5006.778+50FG-5006.40EG-5005.909+00FG-5005.60EG-5005.10FG-5004.81EG-5004.3310+00FG-5004.01EG-5003.58FG-5003.21EG-5002.8311+00FG-5002.41 EG-5002.03 FG-5001.61 EG-5001.4212+00FG-5000.81 EG-5000.71 FG-5000.02 EG-4999.8713+00FG-4999.22 EG-4999.07 FG-4998.42 EG-4998.2614+00FG-4997.62 EG-4997.52 FG-4996.82 EG-4996.6715+00FG-4996.02 EG-4995.71 FG-4995.22 EG-4994.8316+00FG-4994.42 EG-4993.93 FG-4993.62 EG-4993.1717+00FG-4992.82 EG-4992.3417+50WTR INV-4998.33WTR INV-4997.59WTR INV-4996.78WTR INV-4995.97WTR INV-4995.15WTR INV-4994.34 WTR INV-4993.52 WTR INV-4992.80 WTR INV-4992.05 WTR INV-4991.30 WTR INV-4990.54 WTR INV-4989.79 WTR INV-4989.04 WTR INV-4988.32 WTR INV- WTR INV- WTR INV- WTR INV- WTR INV-4983.81 (A.B.)4983.36 (A.B.)4983.73 (A.B.)VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.0037F-4DSLRHMEE07/2024 1ADD SEWER SERVICE INVERT INFORMATION2/16/2024LRH2RECORD DRAWINGS7/30/2024LRH LEE R. HAGEMAN4860607/30/2024LRH2RECORD DRAWINGSRECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANEMATCHLINE SHEET F-5 MATCHLINESHEET F-3 PROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINEOHP CROSSING OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UNKNOWN HEIGHT SEE SHEET FX-2 FORINTERSECTION DETAILSKURK DR OHP CROSSING OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UNKNOWN HEIGHT FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 8+50 TO 17+50INSTALL 900 LF 15" SDR 35 PVC SEWER PIPEINSTALL 680 LF 16" DI WATER PIPEDUCTILE IRON PIPE & FITTINGS SHALL BE WRAPPED WITH V-BIO WRAP662 LF CITY RD SECTION PERSTD DETAIL 2 ON SHEET D-1135 LF COUNTY RD TAPER SECTIONPER STD DETAIL 1 ON SHEET D-1115 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-1PROPOSED STORM DRAIN(TYP.) SEE SHEET SD-18" WATER MAIN AND 8"SEWER MAIN CONTINUEDON SITE PLAN DRAWINGSTYPICAL L.I.D. STORMWATERPOND. SEE SHEETS SD-1 AND D-2FOR FURTHER DETAILS80' ROW111112 TTTTTT498049854990498049 8 54990 18+0019+0020+00 21+00 22+00 23+00 24+00 25+00 26+0015S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S 15S15SSSSMH-F-11STA 18+25.01, 0.0'MH-F-10STA 21+19.75, 0.0'MH-F-09STA 24+29.62, 0.0'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 18+10.01, 0.00'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 21+04.75, 0.00'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 24+14.62, 0.00'REPLACE EXST. 24" CULVERT WITHNEW 36" CMP CULVERT36.0 LF @ 2.0%IE IN = 4978.61, IE OUT = 4977.90INSTALL KOUNTZ/GAVIN TURNOUTSTA 17+86.25, 22.99' LT49654970497549804985499049954965497049754980498549904995FG-4992.82EG-4992.3417+50FG-4992.02EG-4991.6118+00FG-4991.22EG-4990.90FG-4990.42EG-4990.0319+00FG-4989.62EG-4989.31FG-4988.82EG-4988.5520+00FG-4988.02 EG-4987.75 FG-4987.22 EG-4986.8621+00FG-4986.42 EG-4985.86 FG-4985.62 EG-4984.9122+00FG-4984.82 EG-4984.02 FG-4984.02 EG-4983.0323+00FG-4983.22 EG-4982.31 FG-4982.42 EG-4981.5924+00FG-4981.65 EG-4980.80 FG-4980.96 EG-4980.0725+00FG-4980.37 EG-4979.32 FG-4979.84 EG-4978.7126+00FG-4979.32 EG-4978.1426+50-1.05%-1.60%VPI STA=24+88.75VPI ELEV=4981.00K=271.21LVC=150.00'VPC STA=24+13.75VPC ELEV=4982.20VPT STA=25+63.75VPT ELEV=4980.22MH-F-11INSTALL NEW 60" Ø MANHOLESTA 18+25.01RIM ELEV=4991.6215" INV IN (S) = 4978.7515" INV OUT (N) = 4978.55DEPTH = 13.07'289.76 LF 15" PVC @ 1.55%MH-F-10INSTALL NEW 60" Ø MANHOLESTA 21+19.75RIM ELEV=4986.9115" INV IN (S) = 4974.0615" INV OUT (N) = 4973.86DEPTH = 13.05'304.89 LF 15" PVC @ 1.55%MH-F-09INSTALL NEW 60" Ø MANHOLESTA 24+29.62RIM ELEV=4981.9615" INV IN (S) = 4969.1315" INV OUT (N) = 4968.93DEPTH = 13.03'395.02 LF 15" PVC @ 1.40%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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.0038F-5DSLRHMEE07/2024 1RECORD DWG07/26/24LRH LEE R. HAGEMAN4860607/30/2024LRH RECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 17+50 TO 26+50STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL 900 LF 15" SDR 35 PVC SEWER PIPEFOWLER LANEMATCHLINESHEET F-4 MATCHLINE SHEET F-6 NG CROSSING NG NG NG NG NG NG NG NG NG NG NG UNKNOWN DEPTH REWORK EXISTING GRAVEL APPROACH TOMATCH EXISTING CONDITION AND BLENDWITH NEW PAVEMENTPROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINE900 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-12IR-01 T4965 4970 4975 496 5 SDSDSDSDSD27+0028+0029+00 30+00 31+00 32+00 33+00 34+00 35+0015S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S 15SSSSMH-F-08STA 28+29.62, 0.0'MH-F-07STA 30+94.53, 0.0'MH-F-06STA 33+59.43, 0.0'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 28+14.62, 0.00'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 30+79.53, 0.01' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 33+44.43, 0.01' LTREPLACE EXST. 18" CULVERT WITHNEW 18" CMP CULVERT38.7 LF @ -2.6%IE IN = 4974.94, IE OUT = 4973.95REPLACE EXST. 24" CULVERT WITHNEW 24" CMP CULVERT95.9 LF @ 0.5%IE IN = 4974.48, IE OUT = 4974.00REPLACE EXST. 24" CULVERT WITHNEW 36" CMP CULVERT40.0 LF @ 2.0%IE IN = 4973.06, IE OUT = 4972.26REPLACE EXST. 24" CULVERT WITHNEW 36" CMP CULVERT40.0 LF @ 2.0%IE IN = 4959.93, IE OUT = 4959.13INSTALL GAVIN TURNOUTSTA 27+76.28, 21.00' LT49504955496049654970497549804950495549604965497049754980FG-4979.32EG-4978.1426+50FG-4978.79EG-4977.8127+00FG-4978.16EG-4977.30FG-4977.34EG-4976.2228+00FG-4976.32EG-4975.05FG-4975.22EG-4973.9229+00FG-4974.12 EG-4973.00 FG-4973.02 EG-4972.1630+00FG-4971.92 EG-4971.21 FG-4970.82 EG-4970.1031+00FG-4969.74 EG-4969.15 FG-4968.72 EG-4968.2432+00FG-4967.77 EG-4967.46 FG-4966.89 EG-4966.6033+00FG-4966.01 EG-4965.83 FG-4965.14 EG-4964.9334+00FG-4964.26 EG-4964.08 FG-4963.39 EG-4963.2435+00-2.20%-1.75%VPI STA=27+72.04VPI ELEV=4978.04K=130.09LVC=150.00'HP STA 26+97.04HP ELEV=4978.82VPC STA=26+97.04VPC ELEV=4978.82VPT STA=28+47.04VPT ELEV=4976.39VPI STA=31+96.37VPI ELEV=4968.70K=333.33LVC=150.00'LP STA 32+71.37LP ELEV=4967.39VPC STA=31+21.37VPC ELEV=4970.35VPT STA=32+71.37VPT ELEV=4967.39CULVERT CROSSINGSTA 26+85.04TOP = 4976.36BOT = 4974.86CULVERT CROSSINGSTA 27+48.22TOP = 4976.50BOT = 4974.50MH-F-08INSTALL NEW 60" Ø MANHOLESTA 28+29.62RIM ELEV=4976.7615" INV IN (S) = 4963.4015" INV OUT (N) = 4963.20DEPTH = 13.56'259.93 LF 15" PVC @ 2.00%MH-F-07INSTALL NEW 60" Ø MANHOLESTA 30+94.53RIM ELEV=4970.9415" INV IN (S) = 4958.0015" INV OUT (N) = 4957.80DEPTH = 13.15'259.93 LF 15" PVC @ 1.90%MH-F-06INSTALL NEW 60" Ø MANHOLESTA 33+59.43RIM ELEV=4965.8515" INV IN (S) = 4952.8615" INV OUT (N) = 4952.66DEPTH = 13.19'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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.0039F-6DSLRHMEE07/2024 1RECORD07/26/24LRH LEE R. HAGEMAN4860607/30/2024LRH RECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 26+50 TO 35+00STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL 850 LF 15" SDR 35 PVC SEWER PIPEFOWLER LANEPROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINEMATCHLINESHEET F-5 MATCHLINE SHEET F-7 REWORK EXISTING GRAVEL APPROACHTO MATCH EXISTING CONDITION ANDBLEND WITH NEW PAVEMENTBLEND EXISTING GRAVELAPPROACH TO PAVEMENTREWORK EXISTING GRAVEL APPROACHTO MATCH EXISTING CONDITION ANDBLEND WITH NEW PAVEMENT850 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-160' RIGHT OF WAYINSTALL NEW CAST-IN-PLACE CONCRETE STRUCTURES TOSUPPORT CULVERT SPAN ACROSS DITCH (SIMILAR TO EXST.)1IR-11 TT===[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]===495049554960 4950 4 9 5 5 4960 SDSD35+0036+0037+00 38+00 39+00 40+00 41+00 42+00 43+0015S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S 15SSSGRADE BREAKSTA: 35+57.02 4962.39' GRADE BREAK STA: 39+01.21 4957.05'MH-F-05STA 37+59.43, 0.0'MH-F-04STA 41+59.43, 0.0'INSTALL TRENCH PLUG(SEE SHEET D-6)STA 37+44.43, 0.01' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 41+44.43, 0.01' LTREPLACE EXST. 24" CULVERT WITHNEW 36" CMP CULVERT204.0 LF @ 1.9%IE IN = 4955.33, IE OUT = 4951.47STA 39+31.19, 21.75' LTRIM = 4955.79INSTALL 36" X 18" FABRICATED TEE18" BRANCH SHALL BE INSTALLED VERTICAL AS RISERINSTALL COB STANDARD MANHOLE FRAME WITHSLOTTED LID TO CAPTURE LOCALIZED DRAINAGE(SEE DETAILS INCLUDED ON SHEET D-6)INSTALL HAGGERTY TURNOUTSTA 40+48.25, 21.75' LT49354940494549504955496049654935494049454950495549604965FG-4963.39EG-4963.2435+00FG-4962.51EG-4962.34FG-4961.72EG-4961.4936+00FG-4960.95EG-4960.73FG-4960.17EG-4960.0037+00FG-4959.40 EG-4959.19 FG-4958.62 EG-4958.4238+00FG-4957.84 EG-4957.72 FG-4957.07 EG-4957.0639+00FG-4956.15 EG-4956.18 FG-4955.22 EG-4955.0040+00FG-4954.30 EG-4953.94 FG-4953.37 EG-4953.0241+00FG-4952.45 EG-4952.09 FG-4951.52 EG-4951.1042+00FG-4950.60 EG-4950.02 FG-4949.67 EG-4949.1743+00-1.55%-1.85%395.02 LF 15" PVC @ 1.60%MH-F-05INSTALL NEW 60" Ø MANHOLESTA 37+59.43RIM ELEV=4959.2515" INV IN (S) = 4946.3415" INV OUT (N) = 4946.14DEPTH = 13.11'395.02 LF 15" PVC @ 1.75%MH-F-04INSTALL NEW 60" Ø MANHOLESTA 41+59.43RIM ELEV=4952.2715" INV IN (S) = 4939.2315" INV OUT (N) = 4939.03DEPTH = 13.24'260.41 LF 15" PVC @ 1.75%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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.00310F-7DSLRHMEE07/2024 1GAVIN CULVERT EXTENSION09/22/23LRH2RECORD07/26/24LRH LEE R. HAGEMAN4860607/30/2024LRH2RECORDRECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 35+00 TO 43+00STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL 800 LF 15" SDR 35 PVC SEWER PIPEFOWLER LANEMATCHLINESHEET F-6 BLEND EXISTING GRAVELAPPROACH TO NEW PAVEMENTSAW CUT APPROXIMATELY 12 FT ALONG THROUGHEXISTING ASPHALT DRIVEWAY APPROACH.PLACE APPROXIMATELY 250 SF NEW ASPHALT TOMATCH EXISTING DEPTH AND TACK COAT SEAM.ASPHALT APPROACH TO MATCH AND BLEND WITHNEW PAVEMENT ALONG FOWLER LANE.NG CROSSING NG NG NG NG NG NG NG NG NG NG NG UNKNOWN DEPTH MATCHLINE SHEET F-8800 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-1PROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINE60' RIGHT OF WAY11PROVIDE COVER OVER PROPOSED CULVERT (1 FT. TYP.).PROVIDE 4" MINIMUM TOPSOIL AND SEED/STABILIZE WITHNATIVE DROUGHT TOLERANT SEED AT RECOMMENDEDSEEDING RATE.INSTALL TRASH RACK ON FET12IR-11112 TT49354940494549354940 494549354935493543+0044+0045+00 46+00 47+00 48+00 49+00 50+00 51+00 52+0015S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSS 15S15S15S15SGRADE BREAKSTA: 43+84.97 4948.10' GRADE BREAK STA: 47+74.44 4941.09'MH-F-03STA 44+24.82, 0.0'MH-F-02STA 46+90.21, 0.0'MH-F-01STA 50+90.20, 0.0'SINSTALL TRENCH PLUG(SEE SHEET D-6)STA 44+09.82, 0.01' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 46+75.20, 0.01' LTINSTALL TRENCH PLUG(SEE SHEET D-6)STA 50+75.20, 0.01' LT49204925493049354940494549504920492549304935494049454950FG-4949.67EG-4949.1743+00FG-4948.75EG-4948.32FG-4947.83EG-4947.6044+00FG-4946.93EG-4946.79FG-4946.03EG-4946.1145+00FG-4945.13EG-4945.28 FG-4944.23 EG-4944.3946+00FG-4943.33 EG-4943.57 FG-4942.43 EG-4942.6047+00FG-4941.53 EG-4941.81 FG-4940.74 EG-4940.9348+00FG-4940.07 EG-4940.13 FG-4939.39 EG-4939.5549+00FG-4938.72 EG-4938.89 FG-4938.04 EG-4938.2450+00FG-4937.37 EG-4937.44 FG-4936.69 EG-4936.5051+00FG-4936.02 EG-4935.67 FG-4935.34 EG-4934.9052+00-1.80%-1.35%MH-F-03INSTALL NEW 60" Ø MANHOLESTA 44+24.82RIM ELEV=4947.3815" INV IN (S) = 4934.4715" INV OUT (N) = 4934.27DEPTH = 13.12'260.41 LF 15" PVC @ 1.75%MH-F-02INSTALL NEW 60" Ø MANHOLESTA 46+90.21RIM ELEV=4942.6015" INV IN (S) = 4929.7115" INV OUT (N) = 4929.51DEPTH = 13.10'395.01 LF 15" PVC @ 1.25%MH-F-01INSTALL NEW 60" Ø MANHOLESTA 50+90.20RIM ELEV=4936.8315" INV IN (S) = 4924.5715" INV OUT (N) = 4924.37DEPTH = 12.46'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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.00311F-8DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 43+00 TO 52+00STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL 900 LF 15" SDR 35 PVC SEWER PIPEFOWLER LANEOHP CROSSINGOHPOHP OHP OHP OHP OHP OHP OHP OHP OHPUNKNOWN HEIGHT PROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINEMATCHLINESHEET F-7 MATCHLINE SHEET F-9BLEND EXISTING GRAVELAPPROACH TO NEW ASPHALT900 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-160' RIGHT OF WAY SDSDSDSTT493549304930 4930 4930 493049354935493552+0053+00 54+00 55+00 55+89 S S S 15S15S15S15S15S15S15S15S15S15S15SSAS-BUILT NOTE:THE MANHOLE WAS SHIFTED EAST OF ORIGINAL DESIGN APPROXIMATELY 1FOOT DUE TO CONFLICT BETWEEN TRENCH BOX AND EXISTING GAS MAIN.THIS WAS DISCUSSED AND APPROVED OF BY THE CITY. AN AS-BUILTLOCATION FOR THIS MANHOLE WAS NOT COLLECTED AFTER INSTALLATION.GRADE BREAKSTA: 54+81.26 4932.62'GRADE BREAKSTA: 54+93.26 4932.71'INSTALL NEW 60" MH-STUCKY-FOWLER ALONG EXISTING 27" SEWER MAINSTA 54+90.22 1.0' RTEXISTING 60" MH-STUCKY-WESTSTA 54+89.87 20.6' LTSSINSTALL TRENCH PLUG(SEE SHEET D-6)STA 54+75.20, 0.01' LTNEW 34" X 24" ARCH CMP WITH F.E.T.S.60.04 LF @ 1.00%INV. IN (E) 4931.69INV. OUT (W) 4931.09EXST. POWER POLECOORD. WITH UTILITY COMPANYSTA 54+52.60, 26.98' LTEG = 4930.79FG = 4930.26EXST. POWER POLECOORD. WITH UTILITY COMPANYSTA 54+40.30, 24.85' LTEG = 4930.94FG = 4930.34EXST. GUY WIRECOORD. WITH UTILITY COMPANYSTA 54+64.53, 28.88' LTEG = 4930.66FG = 4930.24STA 51+91.92END SKIP YELLOW CENTERLINE FROM SOUTHBEGIN DOUBLE-YELLOW EPOXY CENTERLINEINSTALL MSU WEIRSTA 52+14.25, 21.75' LT49154920492549304935494049454915492049254930493549404945FG-4935.34EG-4934.9052+00FG-4934.67EG-4934.08 FG-4934.06 EG-4933.3353+00FG-4933.56 EG-4932.97 FG-4933.17 EG-4932.7254+00FG-4932.83 EG-4932.60 FG-4932.66 EG-4932.5655+00FG- EG-4928.79 FG- EG-4928.1655+89-0.68%0.75%-0.74%VPI STA=53+22.12VPI ELEV=4933.70K=222.40LVC=150.00'LP STA 53+97.12LP ELEV=4933.19VPC STA=52+47.12VPC ELEV=4934.71VPT STA=53+97.12VPT ELEV=4933.19395.04 LF 15" PVC @ 1.00%MH-STUCKY-FOWLERINSTALL NEW 60" Ø MANHOLESTA 54+90.22RIM ELEV=4932.6815" INV IN (S) = 4920.4227" INV IN (E) = 4919.5127" INV OUT (W) = 4919.50DEPTH = 13.18'EXISTING 18" CMP69.81 LF @ 0.63%INV. IN (S) 4926.73INV. OUT (N) 4926.29EXISTING 24" CMP35.54 LF @ 0.60%INV. IN (S) 4929.30INV. OUT (N) 4929.09CULVERT CROSSINGSTA 52+22.87TOP = 4933.43BOT = 4931.39VERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE PLAN AND PROFILE.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE PLAN AND PROFILE6475.00312F-9DSLRHMEE07/2024 1TIE-IN MANHOLE ELEVATION EDITS06-30-2023LRH2RECORD07/26/24LRH LEE R. HAGEMAN4860607/30/2024LRH2RECORDRECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANEOHP CROSSING OHP OHP OHP OHP OHP OHP OHP OHP UNKNOWN HEIGHT PROPOSED FINISHED GRADEAT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINEMATCHLINESHEET F-8 NG CROSSING NG NG NG NG NG NG NG NG NG NG NG UNKNOWN DEPTH FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 52+00 TO 55+89STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL 250 LF 15" SDR 35 PVC SEWER PIPEEND OF NEW ASPHALTEND OF ASPHALT.TIE INTO EXISTINGSTUCKY ROADPRESERVEEXISTING CULVERTPRESERVEEXISTING CULVERTEXISTING 27" SEWER MAINSEE SHEET FX-1 FORINTERSECTION DETAILSSTUCKY ROAD240 LF COUNTY RD STANDARD ROADSECTION PER STD DETAIL 1 ON SHEET D-1SAW CUT APPROXIMATELY 105'REMOVE EXISTING ASPHALT,APRROXIMATELY 3,130 SFCONTRACTOR IS RESPONSIBLE FOR BYPASS AND TRAFFIC CONTROLASSOCIATED WITH THIS EFFORT. CONTRACTOR TO COORDINATE WITH CITYOF BOZEMAN REGARDING DATES OF BYPASS WITH ADVANCED NOTICE ANDFOLLOW CITY OF BOZEMAN BYPASS RULES AND REGULATIONS60' RIGHT OF WAY60' RIGHT OF WAY13IR-1INSTALL MSU STOP LOG WEIR1IR-32291.1° PI: 7+18.62PI: 8+34.50 SPEEDLIMIT35SPEEDLIMIT35STOP18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDDDDDDS-1AD-1DCENTER OF POSTTO TBC 3.00' (TYP.)8W8W8WSDYHS8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S8W8W8W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYHBPBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGBPBPUTILUTILUTILSDYHSS SS 6W S15S15S15S15S15S15S15S15SSSSSSSWSW>>>6+007+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 NOPARKINGANYTIMENOPARKINGANYTIMENOPARKINGANYTIMESTA 8+49.51, 22.00' LTSTA 8+34.54END 4" SOLID WHITE EPOXY (BOTH SIDES)STA 15+32.55BEGIN 4" SOLID WHITE EPOXY (BOTH SIDES)BEGIN DOUBLE-YELLOW EPOXY CENTERLINESTA 12+34.00, 22.00' LTSTA 12+31.06, 22.00' RTSTA 13+00.24, 22.00' LTSTA 14+68.65, 22.00' LTSTA 14+68.65, 22.03' RTSTA 15+20.53, 55.00' RTSTA 17+00.17, 18.00' RTSTA 18+00.20END DOUBLE-ELLOW EPOXY CENTERLINEBEGIN SKIP YELLOW EPOXY CENTERLINESTA 12+00.20END SKIP YELLOW EPOXY CENTERLINEBEGIN DOUBLE-YELLOW EPOXY CENTERLINESTA 14+67.55END DOUBLE-YELLOW EPOXY CENTERLINENOPARKINGANYTIMENOPARKINGANYTIMESTA 6+98.29BEGIN 4" SOLID WHITE EPOXY (BOTH SIDES)BEGIN SKIP YELLOW CENTERLINENOPARKINGANYTIMESTA 8+49.42, 22.00' RTPI: 1+99.64 PI: 4+94.47 PI: 7+18.62 PI: 8+34.50 STOP18SD18SD18SD18SD18SD18SD18SD18SDDD-1S15S15S8W8W8W16W16W16W16W16W16W16W16W16W6WDYHBPBPBPBPBPBPBPBPBPBPDYHSS SS 6W S15S15S15S15S15S15S15S15SSSSSSSWS>>>0+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 NOPARKINGANYTIMESTA 8+49.51, 22.00' LTSTA 8+34.54END 4" SOLID WHITE EPOXY (BOTH SIDES)STA 12+31.06, 22.00' RTSTA 12+00.20END SKIP YELLOW EPOXY CENTERLINEBEGIN DOUBLE-YELLOW EPOXY CENTERLINESTA 1+47.23, 51.92' LTNOPARKINGANYTIMESTA 6+98.29BEGIN 4" SOLID WHITE EPOXY (BOTH SIDES)BEGIN SKIP YELLOW CENTERLINENOPARKINGANYTIMESTA 8+49.42, 22.00' 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE SIGNING AND STRIPING.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE SIGNING AND STRIPING6475.00313FST-1DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 FOWLER LANEKURK DRR1-1R2-1R7-1LR7-1RR7-1(WHITE & BLACK)SIGN SYMBOLOGY KEYNOPARKINGANYTIMENOPARKINGANYTIMESPEEDLIMIT35STOPSIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS WITHIN CITY RIGHTS-OF-WAY, STRIPES 8INCHES IN WIDTH OR WIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTICOR PREFORMED PLASTIC TAPE . ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII AND CURB BULBS ARE TO PAINTED WITH YELLOW EPOXY. ALL MEDIANCURB IS TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGHPEDESTRIAN RAMPS.3.SIGNS SHALL BE INSTALLED PER MUTCD, COB, AND GALLATIN COUNTY STANDARDSWHERE APPLICABLE.30' (TYP.)10' (TYP.)5010025500SCALE IN FEETMATCHLINE THIS SHEET MATCHLINETHIS SHEET BLACKWOOD RD FOWLER LANE1-FOWLER LANE STRIPING - COUNTY WEST AND TRANSITIONSCALE: 1" = 50'2-FOWLER LANE STRIPING - CITY AND EAST TRANSITIONSCALE: 1" = 50'FOWLER LnBLACKWOOD RdFOWLER LnBLACKWOOD Rd FOWLER LnKURK DrFOWLER LnKURK Dr(WHITE & REDNOPARKINGANYTIME24" THERMOPLASTIC STOPPRIOR TO CROSSWALK3.7'1D-5 STT55+8953+0054+0055+0049304930 4930 49304930 4930 4930R40.00'R40.00' 24.00'SSSSSSSSSS15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15S 15SS EXISTING 60.00' ROW49344933 4934 RADIUS POINT ALIGNMENT: FOWLER LANE 54+41.88, 52.00' RT RADIUS POINT ALIGNMENT: FOWLER LANE 54+40.65, 52.00' LT STA 5 4 + 8 1. 8 8 P C EOP 5 1. 5 2' R T, EL. = 3 2. 5 2 STA 5 4 + 8 0. 6 3 P C EOP 5 2. 4 8' L T, EL. = 3 2. 2 3 STA 5 4 + 8 0. 6 2 EL. = 3 2. 2 3 EOP 5 3. 2 7' L T,STA 54+41.99 PCEL. = 32.54EOP 12.00' RT,STA 54+40.54 PCEOP 12.00' LT,EL. = 32.54CENTER OF 24" EPOXY STOP BAR STA 54+51.81, 12.48' RT END OF DOUBLE-YELLOW CENTERLINE STA 54+50.47, 0.50' RT 24.00'ASPHALTRECORD DRAWINGS07/202410 205100 SCALE IN FEET VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_FOWLER LANE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTS FOWLER LANE BOZEMAN MONTANA INTERSECTION DETAILS - FOWLER LANE & STUCKY ROAD 6475.003 14 FX-1 DS LRH MEE 07/2024 LEE R. HAGEMAN 48606 07/30/2024 1 - FOWLER LANE & STUCKY ROAD SCALE: 1" = 10' FOWLER LANESTUCKY ROADEXISTING EDGE OF GRAVEL, (TYP) PROPOSED GRAVEL SHOULDER, (TYP) EXISTING CULVERT CUT 2' AND ADD 9' INCLUDING F.E.T.S ON SOUTH END OF CULVERT EXISTING CULVERT (PRESERVE) REMOVE AND DISPOSE OF APPROX. 3,130 SF OF EXISTING ASPHALT EXISTING OVERHEAD POWER EXISTING BURIED NATURAL GAS PRESERVE EXISTING POWER POLE AND GUY WIRE - COORDINATE WITH UTILITY COMPANY WHEN WORKING NEAR AND IF MODIFICATIONS ARE REQUIRED ELEVATIONS PER SHEET F-9SAW CUT LINE OF APPROX. 105' EXISTING 27" SANITARY SEWER EXISTING 60" MANHOLE PROPOSED 60" MANHOLE EXISTING 60' ROW PRESERVE EXST. STOP SIGN TTCONCRETE SLAB = 4998.3314+0015+0016+008W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSDYH8S8S8S8S8S8S8S8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S 6W 16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16WNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTILIRIR24.00'EXISTING 60.00' ROW38.00' TBC-TBCR15.00'R15. 0 0' RADIUS POINT ALIGNMENT: FOWLER LANE 14+67.52, 34.00' RT RADIUS POINT ALIGNMENT: FOWLER LANE 15+32.52, 34.00' RT 4 9 9 6 4 9 9 6 49 9 6 49 9 5 4 9 9 7 4 9 9 849 97 49984998 4998 49 9 8 49994994 4995 4997 4998 4992 4993 4994 4994 4994 4998 20.00' BLVD10.00' ASPHALTSHARED USE PATH80.00' R.O.W.STA 14+67.55 PCEL. = 97.07TBC 17.00' RT,STA 15+17.52 P C TBC 34.01' RT, EL. = 96.73 STA 15+32 .52 PC TBC 1 9 . 0 0 ' RT ,EL . = 9 6 . 4 1 STA 1 5 + 0 0. 0 1 EL. = 9 6. 5 7 EOP 1 7. 0 0' L T,STA 15+00.01EL. = 96.94TBC 19.00' LT,S T A 1 5 + 3 2 . 5 2 EL. = 9 6 . 0 5 EO P 1 5 . 8 3 ' R T , STA 14+83.2 8 RB 49.00' RT EL. = 97.03STA 14+82 .53EL . = 9 7 . 5 0 TBC 5 1 . 0 0 ' RT , STA 14+83.27 RB 39.00' RT EL. = 96.90 STA 1 4 + 8 2. 5 2 EL. = 9 7. 3 2 TBC 3 7. 0 0' R T, STA 1 4+7 7. 58 EL. = 97.22TBC 22.88' RT,STA 14+76.02RB 20.74' RTEL. = 96.86STA 14+71.01RB 18.64' RTEL. = 96.92STA 14+69.04EL. = 97.42TBC 19.08' RT,STA 1 6 + 3 4. 1 3 EL. = 9 4. 2 3 EOP 1 2. 0 0' L T,STA 16+35 .86EL . = 9 4 . 2 0EOP 1 2 . 0 0 ' RT , STA 1 5 + 1 5. 5 1 EL. = 9 6. 1 9 FL 20. 0 0' R T, STA 1 4 + 8 4. 5 1 EL. = 9 6. 7 2 FL 20. 0 0' R T,RECORD DRAWINGS07/202410 205100 SCALE IN FEET THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_FOWLER LANE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTS FOWLER LANE BOZEMAN MONTANA INTERSECTION DETAILS - FOWLER LANE & KURK DRIVE 6475.003 15 FX-2 DS LRH MEE 07/2024 LEE R. HAGEMAN 48606 07/30/2024 1 - FOWLER LANE & KURK DRIVE SCALE: 1" = 10' FOWLER LANEKURK DRIVEPROPOSED GRAVEL SHOULDER, (TYP) BEGIN TAPER TO 24' ROAD SECTION 27:1 TAPER 27:1 TAPER FUTURE SIDEWALK PROPOSED SIDEWALK. TO BE COMPLETED WITH ONSITE IMPROVEMENTS EXISTING POWER POLE TO BE REMOVED EXISTING OVERHEAD POWER TO BE REMOVED REMOVE AND DISPOSE OF APPROX. 400 SF OF EXISTING ASPHALT WITHIN R.O.W. CONTRACTOR SHALL ALSO REMOVE AND DISPOSE OF EXST. CONCRETE CONVEYANCE STRUCTURES FOR THIS APPROACH REMOVE EXISTING CULVERT & WALL STRUCTURE LID POND SEE SHEET SD-1 TT===[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]===1+002+003+00PI: 1+99.641+00 2+00 50155015 5015 5015 5015 5015 5015 26.00'26.00'EXISTING 60.00' ROWNEW 42" X 29" ARCH CMP WITH F.E.T.S. 62.41 LF @ 1.15% INV. IN (E) 5012.01 INV. OUT (W) 5011.29 RADIUS POINT ALIGNMENT: FOWLER LANE 1+28.21, 37.00' LT RADIUS POINT ALIGNMENT: FOWLER LANE 2+02.34, 37.00' LT 5014 5012 5014 5015 5016 5016 5016 5014 5014 50 1 7 50 1 8 5018 5018 5019 5016 5014 5016 5015 5013 5014 50 1 4 26.00'INTERSECTION FOWLER LANE STA: 1+65.18 BLACKWOOD ROAD STA: 1+50.00 R24.00'R24.00'STA 2 + 0 2. 3 4 P C EOG 1 3. 0 0' L T, EL. = 1 7. 5 4 S T A 1 + 2 8 . 2 1 P C EO G 1 3 . 0 0 ' L T , EL. = 1 8 . 6 1 S T A 1 + 0 8 . 2 3 E L . = 1 8 . 8 2 E O G 1 3 . 0 0 ' L T ,STA 1+12.98 P C EOG 13.02' LT,EL. = 17.46STA 0+91.94EL. = 17.37EOG 13.00' LT,ST A 1 + 1 3 . 0 4 P C EL. = 1 7 . 8 2 EO G 1 3 . 0 0 ' R T , STA 0 + 9 1 . 9 5 EL. = 1 7 . 3 7 EOG 1 3 . 0 0 ' R T , STA 1+08.23 END OF IMPROVEMENTS BLEND AS NEEDED STA 0+91.95 END OF IMPROVEMENTS BLEND AS NEEDED RECORD DRAWINGS07/202410 205100 SCALE IN FEET VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_FOWLER LANE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/30/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTS FOWLER LANE BOZEMAN MONTANA INTERSECTION DETAILS - FOWLER LANE & BLACKWOOD ROAD 6475.003 16 FX-3 DS LRH MEE 07/2024 LEE R. HAGEMAN 48606 07/30/2024 1 - FOWLER LANE & BLACKWOOD ROAD SCALE: 1" = 10' FOWLER LANE BLACKWOOD ROADEXISTING EDGE OF GRAVEL, (TYP) PROPOSED GRAVEL SHOULDER, (TYP) EXISTING CULVERT CUT 2' AND ADD 9' INCLUDING F.E.T.S ON SOUTH END OF CULVERT PRESERVE EXISTING GRAVEL APPROACH PLUG AND ABANDON EXISTING CULVERT BLEND EXISTING GRAVEL APPROACH EXISTING CULVERT CUT 2' AND ADD 10' INCLUDING F.E.T.S ON SOUTH END OF CULVERT RIP-RAP INLET PER DETAIL 5 ON SHEET D-2 PRESERVE EXST. POWER POLE AND GUY WIRE EXISTING BURIED COMMUNICATIONS EXISTING NATURAL GAS EXISTING OVERHEAD POWER EXISTING 60' ROW RIP-RAP OUTLET PER DETAIL 5 ON SHEET D-2 PROPOSED EDGE OF GRAVEL ROAD PRESERVE EXISTING SIGN OR REINSTALL IN SAME LOCATION []WIIITTW5005499 55000500518SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD15SDDDD DDS-1AD-1D8W8W8W8W8W8WSDYHS8S8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S8W8W8W8W8W8W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W16W6WDYH BPBPBPNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGBPBPBPUTILUTILUTILUTILUTILUTILUTILUTILDYHSSSSSS SS 6W 15S15S15S15S15S15S15S15S15S15SIRIRIRIRSSSSSSSSSSWSWSBPBPBPNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGBPBPBPUTILUTILUTILUTILUTILUTILUTILUTIL45 LF OF15" Ø A-2000 PVC@ 0.5% SLOPE12 LF OF12" Ø A-2000 PVC@ 0.5% SLOPEF-INL-01STA 14+70.02, 18.00 LTINSTALL NEW 36" x 24" STORM DRAIN INLETGRATE @ FL = 4996.9912" HP STORM INV IN (S) = 4994.29SUMP DEPTH = 1.5F-INL-02STA 14+54.95, 18.00 LTINSTALL NEW 24" x 36" STORM DRAIN INLETGRATE @ FL = 4997.2015" HP STORM INV OUT (E) = 4993.9312" HP STORM INV OUT (N) = 4994.23SUMP DEPTH = 1.5FSD-02STA 14+55.02, 30.0' RTCDS-01STA 14+90.17, 30.0' RT(SEE SHEET D-4)FSD-01STA 15+34.55, 30.0' RTFSD-03STA 10+60.02, 30.0' RT100+00101+00102+00 103+00 104+00 105+00 106+00 107+00 108+00 108+49 PI: 107+25.04 PI: 107+42.96STA 103+37.73STA 101+77.78STA 104+97.35STA 106+31.76NEW 18" CMP FETCONNECT TO A-2000 USINGNON-SHRINK GROUTSTA 15+50.47, 21.75' RTP-01STA 13+21.60, 30.0' RTFSD-XSTA 14+63.02, 30.0' RT154 LF OF12" Ø A-2000 PVC@ 1.4% SLOPE498549904995500050055010498549904995500050055010223.52 LF 18" @ 1.60%129.44 LF 18" @ 1.50%15.94 LF 18" @ 1.50%22.67 LF 18" @ 1.50%39.90 LF 18" @ 1.50%FSD-02STA 14+55.02, 30.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4997.8018" INV IN (S) = 4993.3015" INV IN (W) = 4993.7018" INV OUT (N) = 4993.30SUMP DEPTH = 1.5'FSD-03STA 10+60.02, 30.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 5003.8718" INV IN (S) = 4999.1018" INV OUT (N) = 4999.10SUMP DEPTH = 1.5'FSD-01STA 15+34.55, 30.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4995.7218" INV IN (S) = 4992.3018" INV OUT (NW) = 4992.27SUMP DEPTH = 1.5'CDS-01STA 14+90.17, 30.00 RTINSTALL NEW 60" Ø STORM DRAIN MHCOVER RIM = 4996.8018" INV IN (S) = 4992.9015" INV IN (E) = 4993.1018" INV OUT (N) = 4992.90SUMP DEPTH = 5.6'(SEE SHEET D-4)IE OUT = 4992.03FSD-XSTA 14+63.02, 30.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4997.7018" INV IN (S) = 4993.2418" INV OUT (N) = 4993.24SUMP DEPTH = 1.5'4.02 LF 18" @ 1.50%UTILITY CONDUIT CROSSING(S)INSTALL PER STD DETAILSTA 105+78.51LENGTH = 74.00'TOP = 4993.40BOT = 4992.30P-01STA 13+21.60, 30.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4999.7012" INV IN (E) = 4995.6418" INV IN (S) = 4995.2418" INV OUT (N) = 4995.24SUMP DEPTH = 1.5'257.60 LF 18" @ 1.50%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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\1_PLAN&PROFILE\6475-003_FOWLER LANE - STORM DRAIN.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE - STORMWATER6475.00317SD-1DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060FOWLER LANETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 8+50 TO 17+50STRUCTURAL SECTION PER DETAIL SHEET D-1INSTALL A-2000 PVC STORM PIPE AS SHOWNFOWLER LANE12KEY NOTESSTANDARD RECTANGULAR STORM DRAIN INLET (COB STD DWG NO. 07270-1A)STANDARD STRAIGHT STORM MANHOLE (COB STD DWG NO. 07270-4)RCP FET CONNECTED TO PVC USING MARMAC COUPLER (OR APPROVED EQUAL).INSTALL RIP RAP AT OUTFALL.L.I.D. TREATMENT FACILITY PER DETAIL 4 ON SHEET D-2.L.I.D. CURB CUT INLET PER SHEETS D-2 & D-3L.I.D. OVERFLOW OUTLET PER SHEET D-3.UTILITY CONDUITS. SEE DETAIL 4, SHEET D-5.3A456123LID-1LID-2LID-3LID-444465555PROPOSED SEWER MAINPROPOSED WATER MAINPROPOSED FINISHED GRADEAT STORM MAIN CENTERLINE1666INSTALL 15" A-2000 PVC SEALED CAPEXISTING GRADE AT PIPECENTERLINELID OVERFLOW DRAIN (TYP.)NEW 15" CMPDRAINAGE CULVERTPOND EMERGENCY OVERFLOWSEE SITE INFRASTRUCTURE SHEETS(SEPARATE SUBMITTAL) SLOPE VARIESCL3.00%3.00%2:12:1SLOPE VAR IES PUBLIC ROW - 60.00'12.00' LANE12.00' LANE1.00'1.00'CL3.00%3.00%1.50%1:12:110.50' DITCHPUBLIC ROW - 80.00'18.50' LANE18.50' LANE0.50'10.00' ASPHALT SHARED USE PATH20.00' BLVD WITH L.I.D. STORM TREATMENT WHERE SHOWN1.00'FUTURE 13.00' TURN LANEFUTURE 12.00' DRIVE LANEFUTURE 12.00' DRIVE LANEFUTURE 12.00' DRIVING LANE8.3% (FUTURE)FUTURE 8.00' BLVD3.00% (FUTURE)2.0'10.0' MIN.10.0' MIN.8"6"12"(TAPER MATERIALS)(TAPER MATERIALS)SLOPE VARIESCL3.00%3.00%2:12:1SLOPE VAR IES PUBLIC ROW - 60.00'13.00' LANE13.00' LANEVERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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.netHOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAROAD SECTION DETAILS - FOWLER LANE6475.00318D-1DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 1-COUNTY ROAD SECTION: FOWLER LANE 24' ASPHALTSCALE: NTS2-CITY ROAD SECTION-MINOR ARTERIAL: FOWLER LANE 38' TBC - TBCSCALE: NTSRE-VEGETATE ANYDISTURBED AREAS AFTERCONSTRUCTIONCITY OF BOZEMAN STANDARDCATCH CURB (TYP.)4" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSE12" - 4" MINUS PIT RUN SUB-BASE COURSERE-VEGETATE ANYDISTURBED AREAS AFTERCONSTRUCTIONRE-VEGETATE ANYDISTURBED AREAS AFTERCONSTRUCTION11112223-ASPHALT THICKENED EDGE SECTIONSCALE: NTSASPHALT4" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSE12" - 4" MINUS PIT RUN SUB-BASE COURSE1 12" MINUS CRUSHED BASE COURSE4" MINUS PIT RUN SUB-BASE COURSEKEY NOTESSIDE SLOPES ON COUNTY AND CITY ROAD SECTIONS ARESTEEPER THAN THE STANDARD OF 3:1. AN EXEMPTIONWAS GIVEN FOR THIS PROJECT DUE TO CONSTRAINTS OFTHE EXISTING IRRIGATION DITCHES TO REMAIN IN THEIRLOCATION.TURN LANE STRIPING THROUGH THE CITY SECTION IS NOTPROPOSED AT THIS TIME. THE CITY SECTION ISNON-TYPICAL, SPECIFIED BY THE CITY.IA BERM WAS REQUIRED TO BE INSTALLED ALONGPORTIONS OF THE WESTERN DAYLIGHT CATCH AREAS TOPROVIDE SUFFICIENT CONVEYANCE CAPACITY REQUIREDBY THE WATER RIGHTS USERS OF THE IRRIGATIONFACILITY. MINOR ADJUSTMENTS TO THE CHANNEL CROSSSECTION WERE MADE TO ACCOMMODATE THE REQUIREDDEPTH.24-COUNTY ROAD SECTION: FOWLER LANE 26' GRAVELSCALE: NTS4" - COMPACTED ROAD MIX14" - 4" MINUS PIT RUN SUB-BASE COURSERE-VEGETATE ANYDISTURBED AREAS AFTERCONSTRUCTIONRE-VEGETATE ANYDISTURBED AREAS AFTERCONSTRUCTION118" - SCARIFY, WET, AND COMPACTEXISTING SUB-GRADE8" - SCARIFY, WET, AND COMPACTEXISTING SUB-GRADECOMPACTED ROAD MIX(MIN 4" THICKNESS)8" - SCARIFY, WET, AND COMPACTEXISTING SUB-GRADE3333 8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH 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.18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD15:15:120.00' BLVD3.00'7.50'1.5' BELOW TBC18.00' LID POND FOR EAST ROAD1SSSSS S S SSSVARIES1' BELOW TOP OF BACKSLOPEVARIES1' BELOW TOP OF IN-SLOPE15.00'CORPORATIONSTOPTRENCHBOTTOMWATER 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.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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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.netHOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAWATER, SEWER AND STORMWATER DETAILS6475.00319D-2DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS1PIPE INSULATIONSCALE: NTS2TYPICAL L.I.D. STORMWATER CURB CUT INLET & OUTLET DETAILSCALE: NTS3CONCRETEINLET CHANNELSEE SHEET D-3CURB CUT INLETFOWLER LANETYPICAL L.I.D. STORMWATER TREATMENT PROFILESCALE: NTS4ASPHALT PEDESTRIAN PATHCURB CUTTYPICAL CULVERT INLET/OUTLET RIP-RAP DETAILSCALE: NTS5PROPOSED GRAVEL SHOULDERFOWLER LANE RIGHT-OF-WAYPROPOSED EDGE OF ASPHALT02660-6WATER SERVICE LINE TAPPING TEESCALE: NTS6TOPSOIL & VEGETATION (TYP)NOTE:1. RIP-RAP TO BE INSTALLED AT A MINIMUMDEPTH OF 6" AND FLUSH WITH SURROUNDINGSLOPES.2. RIP-RAP SHALL BE A MINIMUM OF 6" IN SIZE.AABAARESTRAINT LENGTHLOCATION FIGURENOTES1.RESTRAINT LENGTHS ASSUME A 6.5' BURY DEPTH IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.ASSUME MEGALUG OR EQUIVALENT FITTINGS AND ALLRESTRAINTS REQUIRED. ALL JOINTS WITHIN THE RESTRAINTLENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATEDRESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN SAIDFITTINGS.2.IF JOINT RESTRAINT IS NOT FEASIBLE INSTALL THRUST BLOCKSPER MPWSS.3.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), AND COBMODIFICATIONS TO MPWSS.4.ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED.TEEBENDDUCTILE IRON RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONAB8" TEE - STANDARD6.007.0016" X 8" TEE3.007.0016" X 6" TEE2.002.008" X 6" TEE (SEE NOTE 4 BELOW FOR 6" BRANCH)3.009.0016" HORIZONTAL 90? BEND (EACH SIDE OF BEND)31.0031.008" HORIZONTAL 90° BEND (EACH SIDE OF BEND)17.0017.008" HORIZONTAL 45° BEND (EACH SIDE OF BEND)7.007.008" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)4.004.008" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)2.002.008" VERTICAL 22.5° BEND (EACH SIDE OF BEND)8.008.008" VERTICAL 11.25° BEND (EACH SIDE OF BEND)4.004.0016" DEAD END (CAPS)72.008" DEAD END (CAPS)29.008" X 6" REDUCER (RESTRAIN LARGER SIDE OF REDUCER)17.002.12'12" OVERFLOW WITH PLASTICGRATE COVER AND INSERTA-TEEINTO A-2000 MAIN BENEATHSEE SHEET D-3CURBED SEDIMENT SPLASH PADSEE SHEET D-3LID POND GRASS SEED MIXTUREKEY NOTESLID PONDS SHALL BE RE-VEGETATED USING ONE OF THE FOLLOWING SEED MIXES APPLIED USING HYDRO-SEED EQUIPMENT 10-LBS PER 1,000SQUARE FEET AND STABILIZED USING EROSION CONTROL BLANKETS THAT ARE SECURED TO THE SIDE SLOPES.SEED TO BE APPLIED IN THE FALLFOR WINTER DORMANCY WITH SPRING GERMINATION AND/OR WATERED AS NECESSARY TO GERMINATE IN SUMMER PRIOR TO WINTER.A.HARD FESCUEB."NATIVE LAWN MIX" AND TURF TYPE TALL FESCUE PER BLAKE NURSERY (OR EQUAL).1ASPHALT PATHWAY2.00'18.00'6.50'KEY NOTESLID PONDS SHALL BE RE-VEGETATED USING ONE OF THE FOLLOWING SEED MIXES APPLIED USING HYDRO-SEED EQUIPMENT10-LBS PER 1,000 SQUARE FEET AND STABILIZED USING EROSION CONTROL BLANKETS THAT ARE SECURED TO THE SIDESLOPES.SEED TO BE APPLIED IN THE FALL FOR WINTER DORMANCY WITH SPRING GERMINATION AND/OR WATERED ASNECESSARY TO GERMINATE IN SUMMER PRIOR TO WINTER.A.HARD FESCUEB."NATIVE LAWN MIX" AND TURF TYPE TALL FESCUE PER BLAKE NURSERY (OR EQUAL).12D-33D-3 18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDB ACSWALE GRADE PER SD-1-1.6%51LID PONDVERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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.netHOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANALID POND DETAILS6475.00320D-3MMGLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS07/20242-CURB CUT DETAIL - PLANSCALE: 1" = 3'3-CURB CUT DETAIL - EAST ELEVATIONSCALE: 1" = 1'1-TYPICAL CURB CUT AND CHANNEL DETAILSCALE: 1" = 4'DROP CURBFULL HEIGHT CURBDOWNFULL HEIGHT CURBCURB FACETOP BACK OF CURBEDGE OF ASPHALTDEPRESSED CURB0.50'0.50'(2) #4 REBAR - 18" LONG EXTENDINGMINIMUM 12" INTO CHANNEL FROMDEPRESSED CURB INLET2-1.50'2.00'7.21'CURB FLOW LINE2.12'CURBED SEDIMENT TRAP SPLASH PADOVERFLOW DRAIN WITHGRATE AND INLINE TEE3.00'3.00'2.00'CURB TAPER(2) #4 REBAR - 18" LONG EXTENDINGMINIMUM 12" INTO CHANNEL FROMDEPRESSED CURB INLETCURB FLOW LINETOP BACK CURBBOTTOM OF CURB3-C-A-CONCRETE DRAINAGE SWALE - CENTERLINE X-SECTION A-ASCALE: 1" = 2'B-SPLASH PAD SEDIMENT TRAPX-SECTION B-BSCALE: 1" = 2'4"SPLASH PAD13"#4 REBAR POURED INTEGRAL TO ORDOWELED INTO CURB AT LEAST 6"AND SECURED WITH EPOXYREBAR LENGTH = 18"6"RAISED CURB#4 REBAR POURED INTEGRAL TO ORDOWELED INTO PAD AND CHANNEL6" MIN. EACH WAYCURB CUT TAPERTAPER TO CHANNELEDGE OFASPHALTROAD SECTION PER SHEET D-1CRUSHED GRAVEL BASE - 3"CONCRETE SWALE4,000 PSI CONCRETE PERCOB SPECIFICATIONS>>>>>>>>>>>>CRUSHED GRAVEL BASE - 3"4,000 PSI CONCRETE SPLASHPAD AND SEDIMENT TRAP6"4"SPLASH PADTHICKNESS6"RAISED CURB36"BEGINNING OF PONDC-OVERFLOW DRAIN FOR LID PONDSX-SECTION C-CSCALE: 1" = 2'18" INLET GRATE18" A-2000 INLINEDRAIN RISER FITTINGFOR 12" RISER12" A-2000 PVC INLETGRATE RISER18 x 18 x 12" FITTINGA-2000 APG18TB12B18" A-2000 STORMDRAIN PIPE PER SD-16"-WIDE x 6"-HIGH RAISED CURB4"PROJECTION OF SOIL BEYOND POND EDGETAPER AND BLEND FROM SURROUNDINGGRADE TO CONCRETE SWALE EDGE12"CONCRETE SWALE WITHDOWNSTREAM CURBRAISED CURB4"4" 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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.netHOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAHYDRODYNAMIC STORMWATER TREATMENT STRUCTURE6475.00321D-4DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 7'-0" Ø (EXTENDED BASE) 30.00'10.00'1.00'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)S. WILLSON AVESTREET MARKER SIGNREGULATORY SIGNATTACH SIGNS TO POST WITH 3/8" DRIVE RIVETS (MIN. 2 PER SIGN)10'7' MIIN2' MIN.2' MIN2" PERFORATED SQUARETUBE POST (TELSPAR ORAPPROVED EQUAL)FLAT BLADE STREET NAMESIGN BLANKS MOUNTEDBACK TO BACK ON POSTSEE SECTION 098102.2 FOR SIGN SIZESREGULATORY SIGNBLANK AS PER MUTCDSTANDARDS, SIZE ASSPECIFIED ON PLANS6'-0"(MIN)7'-0"(MIN)2'-6"(MIN)5" (MIN)EDGE OFGRAVEL4"x4" TREATED ORCEDAR WOOD POSTSIGN PANEL10"(MIN)3/4" CRUSHED DRAINAGECOURSE MATERIALFOR POST BASESTOPD3-X SIGNSMOUNTEDBACK TO BACKON POST5/16" DIA. HEX HEADBOLT, PLATE WASHER,LOCKWASHER, AND NUT5/16" DIA. HEX HEADBOLT, PLATE WASHER,LOCKWASHER, AND NUT5/16" DIA. HEX HEADBOLT, PLATE WASHER,LOCKWASHER, AND NUTSIGN PANEL4"x4" TREATED ORCEDAR WOOD POSTNOTES:1.SIGNS SHALL BE MOUNTED TO POST USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLIC WASHERS ON SIGN FACE.2.WITH THE EXCEPTION OF WASHERS ON SIGN FACE, ALL MOUNTING HARDWARE SHALL BE DIE CAST OF NO. 380 ALLOY WITH TENSILESTRENGTH OF 49 KSI WITH EXCELLENT RESISTANCE TO CORROSION.3.BRACKETS (IF USED) SHALL HAVE TWO ANGLED GUSSETS OR RIBS ON EACH SIDE FOR EXTRA STRENGTH. ALL SETS OF BRACKETSSHALL BE TAPPED AND DRILLED FOR TEN EACH FIVE-SIXTEENTH INCH (5/16") ZINC DICHROMATE PLACED ALLEN-TYPE SET SCREWSHAVING SELF-LOCKING SAW TOOTH ENDS.4.ALL NINE INCH (9") WIDE STREET NAME SIGN BLANKS SHALL BE 0.08 INCH FLAT ALUMINUM WITH SHORT RADIUS ROUNDED CORNERSOR OF 0.08 TO 0.10 INCH EXTRUDED ALUMINUM WITH HEAVY BORDERS.5.STREET NAME SIGN LEGEND AND BORDER SHALL BE A MINIMUM OF 3M SCOTCHLITE TYPE III PRISMATIC SHEETING OR EQUIVALENTREFLECTIVE SURFACE AND BACKGROUND SHALL BE GREEN 3M SCOTCHLITE ENGINEER GRADE TYPE I REFLECTIVE SHEETING.6.STREET NAME SIGN LEGEND SHALL BE FHWA'S SERIES B 2000. REFER TO FHWA'S "STANDARD HIGHWAY SIGNS" FOR D3-X STREETNAME SIGN TYPICAL LAYOUT.FRONTRIGHT SIDEROADNAMEDRSTOPROADNAMEDRROADNAMEDRCOMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE SURFACEDEPTH PER PLANMIN 12"MIN 30"MAX 40"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.1.CULVERT FOR ELECTRIC2.CULVERT FOR COMMUNICATIONS3.CULVERT FOR NATURAL GAS123123THIS 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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!HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAMISCELLANEOUS DETAILS6475.00322D-5DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 RECORD DRAWINGS 07/2024 COUNTY STANDARD STRIPING PLANSCALE: NTS1EDGE OF GRAVEL (TYP.)EDGE OF ASPHALT (TYP.)4" WIDE WHITE EPOXY FOG LINE, 1'INSIDE EDGE OF ASPHALT4" WIDE YELLOW EPOXY CENTERLINECOB SIGN INSTALLATION STANDARDSSCALE: NTS3COUNTY STANDARD SIGN INSTALLATIONSCALE: NTS21.00' GRAVEL SHOULDER24.00'1.00' GRAVEL SHOULDER* SEE PLAN SHEETS FOR SKIP& SOLID LINE LOCATIONSUTILITY CONDUITS DETAILSCALE: NTS4 T===[]======[]======[]======[]======[]======[]======[]======[]======[]======[]======[]===4955.79-3.09%-2.02%2.23%-1.51%-4.32%-0.34%-2.35%1.13% -1.87%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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_ROAD SECTION DETAILS_FOWLER.DWG PLOTTED BY:LEE HAGEMAN ONJul/30/2024REVISIONSDRAWN 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!HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAGAVIN CULVERT EXTENSION DETAILS6475.00323D-6DSLRHMEE11/2023 LEE R. HAGEMAN4860607/30/2024 1-GAVIN CULVERT AREA DRAIN - PLANSCALE: 1" = 6'612360SCALE IN FEETINSTALL 36" X 18" FABRICATED TEE18" BRANCH SHALL BE INSTALLED VERTICAL AS RISERINSTALL COB STANDARD MANHOLE FRAME WITHSLOTTED LID TO CAPTURE LOCALIZED DRAINAGEGRADE AREA TO DRAINTO SLOTTED LID RISERA-FOWLER LANE GAVIN PROPERTYWESTERN EDGE OFCOUNTY ROAD EASEMENT36" CMP CULVERTSEE SHEET F-7A-GAVIN CULVERT AREA DRAIN - PROFILESCALE: NO SCALECITY OF BOZEMAN STANDARDMANHOLE FRAME WITH SLOTTEDAREA DRAIN COVER36" X 18" PREFABRICATEDCMP TEE WITH 18" LATERALALIGNED VERTICALLYFLOWGROUT ANNULAR SPACE BETWEENRISER AND MANHOLE LID WITHSLOPE TO TOP OF RISER~4"PROPOSED GRADE(SLOPE TO AREA INLET)8"GAVIN DRIVEWAY(ASPHALT)COMPACTED MATERIAL WITH 4"TOPSOIL. SEED/STABILIZE WITHNATIVE DROUGHT RESISTANTSEED MIX FROM EDGE OF ROADEASEMENT TO EDGE OF ASPHALT.RECORD DRAWINGS 07/2024 STA. 27+7649654970498049904965497049804990-10-20-30EXISTINGGROUNDEX. APPROX. OVERHEADTELEPHONE POLE (BEYOND)DITCH CENTERLINESTRUCTURE CENTERLINE0.75'CREST ELEV. = 4973.50WEST R.O.W. LINE STA. 40+4849454950496049704945495049604970-10-20-30EX. WEST EDGE OFR.O.W.EXISTING GROUNDEX. APPROX. OVERHEADTELEPHONE POLE (BEYOND)DITCH & STRUCTURECENTERLINEAPPROX.FENCE LINECREST ELEV. = 4973.50WEST R.O.W. LINE STA. 52+1449254930494049504925493049404950-10-20-30EXISTING GROUNDEX. APPROX. OVERHEADTELEPHONE POLE (BEYOND)DITCH & STRUCTURECENTERLINECREST ELEV. = 4931.80WEST R.O.W. LINE RIPRAP LIMITSSEE SHEET IR-2STA. 27+86STA. 27+701.00'PROPOSEDEDGE OF ROAD1.00'STA. 27+76WEST R.O.W. LINEPROPOSED DITCH BOTTOMFOWLER LANE RIPRAP LIMITSSEE SHEET IR-2STA. 40+58STA. 40+421.00'PROPOSEDEDGE OF ROAD1.00'STA. 40+48WEST R.O.W. LINE PROPOSED DITCH BOTTOMFOWLER LANE S SSS SSSS RIPRAP LIMITSSEE SHEET IR-2STA. 52+24STA. 52+08PROPOSEDEDGE OF ROAD1.00'1.00'STA. 52+14WEST R.O.W. LINE PROPOSED DITCH BOTTOMFOWLER LANESTA. 49+97RECORD DRAWINGS07/202448240SCALE IN FEET1-GAVIN TURNOUT - STA 27+76 (PLAN)SCALE: 1" = 4'2-HAGGERTY TURNOUT - STA 40+48 (PLAN)SCALE: 1" = 4'3-MSU WEIR - STA 52+14 (PLAN)SCALE: 1" = 4'1-GAVIN TURNOUT - STA 27+76 (SECTION)SCALE: 1" = 4' HORIZONTAL; 1" = 4' VERTICAL2-HAGGERTY TURNOUT - STA 40+48 (SECTION)SCALE: 1" = 4' HORIZONTAL; 1" = 4' VERTICAL3-MSU WEIR - STA 52+14 (SECTION)SCALE: 1" = 4' HORIZONTAL; 1" = 4' VERTICALDITCH FLOWLINEELEV. = 4931.62STOP LOG WEIR TOPOF CONCRETE ELEV= 4933.80 (SHEET IR-2)MIN. 1.5' WIDE BERMTOP ELEV. = 34.75FINISHED GRADE(RIPRAP LIMITS PER PLAN)MAX. WSEL = 4934.22 (35 CFS, NO STOP LOGS)MATCH EXISTINGELEV. (±4953.7)FINISHED GRADE(RIPRAP LIMITS PER PLAN)MAX. WSEL = 4952.85 (35 CFS, NO STOP LOGS)DITCH FLOWLINEELEV. = 4950.08STOP LOG WEIR TOP OFCONCRETE ELEV. = 4952.50(SEE SHEET IR-2)MIN. 1.5' WIDE BERMTOP ELEV. = 76.50FINISHED GRADE(RIPRAP LIMITS PER PLAN)MAX. WSEL = 4975.82 (35 CFS, NO STOP LOGS)DITCH FLOWLINEELEV. = 4973.26STOP LOG WEIR TOP OFCONCRETE ELEV. = 4975.50(SEE SHEET IR-2)PROPOSED UPSTREAMMSU CULVERT INVERTELEV. = 4931.72(SEE IR-3)EXISTING HAGGERTYDITCH TURNOUTFLOWLINE ELEV. = ±4951.8EXISTING GAVINTURNOUTINVERT ELEV. =±4974.43PROPOSED MSUCULVERT INVERTELEV. = 4931.72EXISTINGHAGGERTYCHANNEL TURNOUTFLOWLINE ELEV.= ±4951.8EXISTING GAVINCULVERT TURNOUTINVERT ELEV. = 4974.43EXISTINGPIPEEXISTING PIPE TOBE PRESERVED INPRE-CONSTRUCTIONCONDITION48240SCALE IN FEET48240SCALE IN FEETMSU CAST IN PLACECULVERT TURNOUT(SEE IR-3)EX. APPROX. OVERHEADTELEPHONE POLE (BEYOND)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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_DITCH-SECTION-EXHIBITS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE IRRIGATION TURNOUTS - PLAN AND SECTIONS6475.00325IR-1DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 1-TYPICAL STOP LOG WEIR - ELEVATIONSCALE: NTSA-STOP LOG WEIR - SECTIONSCALE: NTSB-STOP LOG WEIR - SIDE FRAME SECTION *SCALE: 1" = 2"C-SIDE AND BOTTOM FRAME - SECTIONSCALE: 1" = 1"3-BOTTOM FRAME (1 REQUIRED)SCALE: 1" = 5"2-SIDE FRAME (2 REQUIRED)SCALE: 1" = 5"℄ 58" ØBOLT HOLE(TYP.)2 x3x316STEEL ANGLE316212 x 316STEEL STRIPEDGE OF 2'x3' NOTCHSTOP LOGS:2 x 6 TREATED LUMBER3'-6" LONG (EXCEPTING MSU CULVERT TURNOUT)5 REQ'D2 x 3 x 316"STEEL ANGLE316TYP.℄ 12" ANCHOR x 3 12" EMBEDDRILLED AND EPOXIEDHILTI-HIT-HY 150 (TYP.)*DIMENSIONS ARE IDENTICALFOR BOTTOM FRAME SECTION*MSU CULVERT TURNOUTFRAME DIMENSIONS DIFFERFROM ABOVE34" CHAMFERTOP OF CONCRETE ELEV. PER PLAN2" x 6" TREATED WOODSTOP LOGS (5 MAX.)TOP OFNOTCHWSELB-ALIGN BOTTOM OF SIDEFRAMES TO TOP OF BOTTOMFRAME'S STEEL ANGLE6" THICK PRE-CAST CONCRETE SLABWITH 34" CHAMFER ON TOP EDGES(BOTH SIDES) AND NOTCH(DOWNSTREAM EDGES ONLY)℄ FRAME316℄ 58" Ø BOLT HOLE (TYP.)C-C-℄ 58" Ø BOLT HOLE (TYP.)℄ FRAMESIDE FRAME(TYP.)BOTTOM FRAME℄ BOLTSIDE FRAMEASSEMBLYCONCRETEWEIRFINISHED GRADESOIL BACKFILL34" CHAMFER AROUND TOP AND SIDESOF NOTCH, DOWNSTREAM FACE ONLY316A-3"-MINUS GRAVELBEDDING, 4" MIN. DEPTH12"-MINUS ANGULAR ROCKRIPRAP, 15' MIN. DEPTH#5 REBA R@ 11" O.C.2" MIN. CLEARCO V E R#5 REBAR @ 10" O.C.2" MIN. CLEAR COVERDOUBLE REBAR AROUND OPENINGS2" CLEAR COVER & 2" APART (TYP)#5 REBAR DIAGONAL AT EACH CORNER3'-0" LENGTHVERIFY 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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_FOWLER LANE IRRIGATION TURNOUTS-DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE IRRIGATION TURNOUTS - DETAILS6475.00326IR-2DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 5'-0"3'-0" MIN.2'-0"EMBEDMENT2" MIN.2'-0"1'-0"GENERAL NOTES1.ALL REBAR SHALL HAVE A 2" CLEARCOVER FROM END OF CONCRETE ANDWATER STOP RING.2.REBAR SHALL BE 60KSI3.CONCTETE SHALL HAVE A 28-DAY4500PSI COMPRESSIVE STRENGTHAND 6.5% (±1.5%)1-MSU CULVERT STOP LOG WEIR - PLANSCALE: NTS2-MSU CULVERT STOP LOG WEIR - ELEVATIONSCALE: NTSBIR-2ALIGN BOTTOM OF SIDEFRAMES TO TOP OF BOTTOMFRAME'S STEEL ANGLE6" THICK CAST IN PLACE CONCRETESLAB WITH 34" CHAMFER ON TOPEDGES (BOTH SIDES) AND NOTCH(DOWNSTREAM EDGES ONLY)SIDE FRAME(TYP.)BOTTOM FRAMEA-3-MSU CULVERT BOTTOM FRAME (1 REQUIRED)SCALE: 1" = 5"2-MSU CULVERT SIDE FRAME (2 REQUIRED)SCALE: 1" = 5"CIR-2℄ 58" Ø BOLT HOLE (TYP.)℄ FRAME316℄ FRAME316℄ 58" Ø BOLT HOLE (TYP.)CIR-235"X24" ARCH CMP (GALVANIZED)CAST INTO WALLINVERT PER CONSTRUCTION PLANS(PROVIDE SEALING BARRIER TOPREVENT DIRECT CONTACT OF PIPEAND CONCRETE)WATERTIGHT WATER STOP RINGCAST INTO WALL TO PREVENTSEEPAGE (OR APPROVED EQUAL)WATERTIGHT WATERSTOP RING CAST INTOWALL TO PREVENTSEEPAGE (ORAPPROVED EQUAL)35"X24" ARCH CMP (GALVANIZED)TERMINATION - CAST INTO WALLINVERT PER CONSTRUCTION PLANS(PROVIDE SEALING BARRIER TOPREVENT DIRECT CONTACT OF PIPEAND CONCRETE)DITCH FLOW DIRECTIONREBAR REINFORCEMENT TO BECOORDINATED WITH ENGINEERDURING SUBMITTAL PROCESSEDGE OF PROPOSEDASPHALT ROADCONTRACTOR TO F IELDFIT F ILL BETWEEN WE IRSTRUCTURE AND ROADEDGE TO ALLOW ROADDRAINAGE ANDMIN IM IZE DANGER TOTHE PUBL IC 2'-0" EMBEDMENT(TYP.)6"(TYP.)REBAR REINFORCEMENT TO BECOORDINATED WITH ENGINEERDURING SUBMITTAL PROCESSA-MSU CULVERT STOP LOG WEIR - SECTIONSCALE: NTS34" CHAMFERTOP OF CONCRETE ELEV. PER PLANGEOTEXTILE-WRAPPEDGRAVEL BEDDING,4" MIN. DEPTH2" x 6" TREATED WOODSTOP LOGS (5 MAX.)FLOW℄ BOLTFINISHED GRADESOIL BACKFILL3'-4" CLEAR OPENING(USE 3'-3" STOP LOGS)5'-9"3'-0"5'-9"135°3"-MINUS GRAVELBEDDING, 4" MIN. DEPTH12"-MINUS ANGULAR ROCKRIPRAP, 15' MIN. DEPTHCONTRACTOR TO FIELD FIT GRADE TO PROPOSEDASPHALT EDGE (MAINTAIN DRAINAGE AND PUBLIC SAFETY)FINISHED GRADEWATERTIGHT WATERSTOP RING CAST INTOWALL TO PREVENTSEEPAGE (ORAPPROVED EQUAL)ARCH CMP CULVERT WALLS(3) #5 LONG. #5@12" O.C. TRANS#5 DOWELS @12" O.C.#5 REBAR @12" O.C.EACH WAY (TYP.)2'-638"A-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.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\FOWLERLANE\2_DETAILS\6475.003_FOWLER LANE IRRIGATION TURNOUTS-DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netPLOTTED BY:LEE HAGEMAN ON Jul/30/2024HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSFOWLER LANEBOZEMANMONTANAFOWLER LANE IRRIGATION TURNOUTSMSU TURNOUT DETAILS6475.00327IR-3DSLRHMEE07/2024 LEE R. HAGEMAN4860607/30/2024 B01B02B02B02HHHHHHHHB02HHB02HHCONNECT TO 240V 20A 2P CIRCUIT ATLIGHTING CONTROL PANEL.CONNECT TO 240V 20A 2P CIRCUIT ATLIGHTING CONTROL PANEL.HHCONNECT TO 240V 20A 2P CIRCUIT ATLIGHTING CONTROL PANEL.1177WSSDYH DYHDYHS72 W>>FDCADA RAMP ADA RAMPFDCFDCDOWNSPOUTFDC SSSDYHSSSDYH DYHDYHDYH DYHDYHSDYHDYHDYHSSSSSSDYHSDYHcocoSE1.2 / E2.2E1.1 / E2.1E1.4 / E2.4E1.3 / E2.3B01 B02B05B05B05B04B04B04B05B04B05B05B05B04B04B04B04B07B07B07B07B07B07B07B07B05B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B05B04B05B04B07B07B07X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02B05HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHB01B01HHHHHHHHHHLT-06LT-06LT-06LT-06LT-06LT-06LT-06 LT-06 LT-06 LT-07 LT-07 LT-07 LT-07LT-07LT-07LT-07LT-07LT-07LT-07 LT-07 LT-06 LT-060.2 B05X01X01B05X01X01B05B05B04B04X01B04X01X01B05 X01X01X01X01X01X01X01B04B05 B05HHHHHHHHB04B04X01X01X01X01X01X01LT-07 B07 B07 B07B07HHHHHHHHHH 1.INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE(NEC) 2020, INTERNATIONAL BUILDING CODE (IBC) 2021, AND ALLSTATE & LOCAL CODES.2.SHARED NEUTRALS ARE NOT ALLOWED ON SINGLE PHASE CIRCUITS.GENERAL NOTESSHEET NOTESFOWLER STREET LIGHTING:CRITERIA:0.4 CD/M^2 AVG8.0 AVG:MINCALCULATED: 0.5 CD/M^2 AVG5.3 AVG:MINFOWLER SIDEWALK LIGHTING:CRITERIA:0.3 FC AVG6.0 AVG:MINCALCULATED:0.37 FC AVGNA**UNIFORMITY CRITERIA IS NOT MET DUE TO STAGGERED STREETLIGHTING ARRANGEMENT RESULTING IN LOCATIONS WITH 0.0 FC ALONGSIDEWALK.CALCULATION RESULTS1.CONTRACTOR TO PROVIDE SLEEVING, CONDUIT AND HANDHOLESFOR FUTURE LIGHTING ALONG WEST SIDE OF FOWLER. CONTRACTORIS NOT RESPONSIBLE FOR PROVIDING LIGHTING ALONG WEST SIDEOF FOWLER.2.LOCATION OF N.W.E. LIGHTING SERVICE FOR STREET LIGHTING INSPECIAL IMPROVEMENT LIGHTING DISTRICT (SILD). PROVIDE (2)240V/2P OUTPUT CIRCUITS & TIME CLOCK CONTROL INPUT.SHEET NOTESBozeman, Montanat. 406.551.3669www.beartoothlightingdesign.comCITY OF BOZEMANPLANNING SUBMITTAL 2021-10-21REVISIONS11,08.21.2024, LIGHTING REVISION 11----DRAWN BY: RoseCHECKED BY: MooreBOZEMAN, MT 5400 FOWLER LANE THE HOMESTEAD AT BUFFALO RUNPROFESS IONAL ENGI N EER MONTANALICENSEDSTREETLIGHTING PLANNORTHWESTE2.11ELECTRICAL STREET LIGHTING PLAN - NORTHWEST1" = 25' B02B02HHB02HHB02HHB02HHFDCADA RAMPADA RAMPSSDYH DYH DYHSSS W>>FDCADA RAMP ADA RAMPFDCFDCDOWNSPOUTFDC SSSDYH SSSDYH DYHDYHDYH DYHDYHSDYHDYHDYHSSSSSSDYHSDYHcocoSE1.2 / E2.2E1.1 / E2.1E1.4 / E2.4E1.3 / E2.3B01 B02B05B05B05B04B04B04B05B04B05B05B05B04B04B04B04B04B07B07B07B07B07B07B07B07B05B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B05B04B05B04B07B07B07X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02B05HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHB01B01HHHHHHHHHHLT-06LT-06LT-06LT-06LT-06LT-06LT-06 LT-06 LT-06 LT-07 LT-07 LT-07 LT-07LT-07LT-07LT-07LT-07LT-07LT-07 LT-07 LT-06 LT-060.2 B05X01X01B05X01X01B05B05B04B04X01B04X01X01B05 X01X01X01X01X01X01X01B04B05 B05HHHHHHHHB04B04X01X01X01X01X01X01LT-07 1.INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE(NEC) 2020, INTERNATIONAL BUILDING CODE (IBC) 2021, AND ALLSTATE & LOCAL CODES.2.SHARED NEUTRALS ARE NOT ALLOWED ON SINGLE PHASE CIRCUITS.GENERAL NOTESBozeman, Montanat. 406.551.3669www.beartoothlightingdesign.comCITY OF BOZEMANPLANNING SUBMITTAL 2021-10-21REVISIONS11,08.21.2024, LIGHTING REVISION 11----DRAWN BY: RoseCHECKED BY: MooreBOZEMAN, MT 5400 FOWLER LANE THE HOMESTEAD AT BUFFALO RUNPROFESS IONAL ENGI N EER MONTANALICENSEDSTREETLIGHTING PLANNORTHEASTE2.21ELECTRICAL STREET LIGHTING PLAN - NORTHEAST1" = 25' B01B01HHHHB02HHB02HHHH17>>>>>>>>>>>> > > > > > > >>>>> FDC DOWNSPOUT FDC DYHSDYH SDYHSDYH77W>>FDCADA RAMP ADA RAMPFDCFDCDOWNSPOUTFDC SSSDYH SSSDYH DYHDYHDYH DYHDYHSDYHDYHDYHSSSSSSDYHSDYHcocoSE1.2 / E2.2E1.1 / E2.1E1.4 / E2.4E1.3 / E2.3B01 B02B05B05B05B04B04B04B05B04B05B05B05B04B04B04B04B04B07B07B07B07B07B07B07B07B05B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B05B04B05B04B07B07B07X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02B05HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHB01B01HHHHHHHHHHLT-06LT-06LT-06LT-06LT-06LT-06LT-06 LT-06 LT-06LT-07 LT-07 LT-07 LT-07LT-07LT-07LT-07LT-07LT-07LT-07 LT-07 LT-06 LT-060.2 B05X01X01B05X01X01B05B05B04B04X01B04X01X01B05 X01X01X01X01X01X01X01B04B05 B05HHHHHHHHB04B04X01X01X01X01X01X01LT-07 1.INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE(NEC) 2020, INTERNATIONAL BUILDING CODE (IBC) 2021, AND ALLSTATE & LOCAL CODES.2.SHARED NEUTRALS ARE NOT ALLOWED ON SINGLE PHASE CIRCUITS.GENERAL NOTES1.CONTRACTOR TO PROVIDE SLEEVING, CONDUIT AND HANDHOLESFOR FUTURE LIGHTING ALONG WEST SIDE OF FOWLER. CONTRACTORIS NOT RESPONSIBLE FOR PROVIDING LIGHTING ALONG WEST SIDEOF FOWLER.SHEET NOTESFOWLER STREET LIGHTING:CRITERIA:0.4 CD/M^2 AVG8.0 AVG:MINCALCULATED: 0.5 CD/M^2 AVG5.3 AVG:MINFOWLER SIDEWALK LIGHTING:CRITERIA:0.3 FC AVG6.0 AVG:MINCALCULATED:0.37 FC AVGNA**UNIFORMITY CRITERIA IS NOT MET DUE TO STAGGERED STREETLIGHTING ARRANGEMENT RESULTING IN LOCATIONS WITH 0.0 FC ALONGSIDEWALK.CALCULATION RESULTSBozeman, Montanat. 406.551.3669www.beartoothlightingdesign.comCITY OF BOZEMANPLANNING SUBMITTAL 2021-10-21REVISIONS11,08.21.2024, LIGHTING REVISION 11----DRAWN BY: RoseCHECKED BY: MooreBOZEMAN, MT 5400 FOWLER LANE THE HOMESTEAD AT BUFFALO RUNPROFESS IONAL ENGI N EER MONTANALICENSEDSTREETLIGHTING PLANSOUTHWESTE2.31ELECTRICAL STREET LIGHTING PLAN - SOUTHWEST1" = 25' B02HHFDCSSSDYHcocoW>>FDCADA RAMP ADA RAMPFDCFDCDOWNSPOUTFDC SSSDYH SSSDYH DYHDYHDYH DYHDYHSDYHDYHDYHSSSSSSDYHSDYHcocoSE1.2 / E2.2E1.1 / E2.1E1.4 / E2.4E1.3 / E2.3B01 B02B05B05B05B04B04B04B05B04B05B05B05B04B04B04B04B04B07B07B07B07B07B07B07B07B05B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B07B05B04B05B04B07B07B07X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02X02B05HHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHB01B01HHHHHHHHHHLT-06LT-06LT-06LT-06LT-06LT-06LT-06 LT-06 LT-06LT-07 LT-07 LT-07 LT-07LT-07LT-07LT-07LT-07LT-07LT-07 LT-07 LT-06 LT-060.2 B05X01X01B05X01X01B05B05B04B04X01B04X01X01B05 X01X01X01X01X01X01X01B04B05 B05HHHHHHHHB04B04X01X01X01X01X01X01LT-07 1.INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE(NEC) 2020, INTERNATIONAL BUILDING CODE (IBC) 2021, AND ALLSTATE & LOCAL CODES.2.SHARED NEUTRALS ARE NOT ALLOWED ON SINGLE PHASE CIRCUITS.GENERAL NOTESBozeman, Montanat. 406.551.3669www.beartoothlightingdesign.comCITY OF BOZEMANPLANNING SUBMITTAL 2021-10-21REVISIONS11,08.21.2024, LIGHTING REVISION 11----DRAWN BY: RoseCHECKED BY: MooreBOZEMAN, MT 5400 FOWLER LANE THE HOMESTEAD AT BUFFALO RUNPROFESS IONAL ENGI N EER MONTANALICENSEDSTREETLIGHTING PLANSOUTHEASTE2.41ELECTRICAL STREET LIGHTING PLAN - SOUTHEAST1" = 25'