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HomeMy WebLinkAboutHomestead at Buffalo Run Offsite Improvements - S 27th Ave Record DrawingsN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\0_FRONTENDSHEETS\10271.002_RECORD-COVER_27TH.DWG PLOTTED BY:LEE HAGEMAN ONDec/19/2023VERIFY 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 EKSTROMAPPROVED BY:MATT E. EKSTROMProject ManagerVICINITY MAPNOT TO SCALEREGIONAL MAP - (Not to Scale)PROJECT SITESTUCKY RDBLACKWOOD RDKURK DRLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONSET NO.MORRISON-MAIERLE PROJECT NO. 10271.002PROJECT LOCATION12/2023JAMES A. ULLMAN6475.003.088.000318DAVE KEENEY12/18/2023FOWLER LNSHEET INDEXSHT No.DWG No.TITLE0-COVER1G-1GENERAL NOTES2G-2SURVEY CONTROL DATA3G-3CONSTRUCTION ROUTE MAP4R27-1SOUTH 27th AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN5R27-2SOUTH 27th AVENUE PLAN AND PROFILE - SOUTH6R27-3SOUTH 27th AVENUE PLAN AND PROFILE - NORTH7ST27-1SOUTH 27th AVENUE SIGNING AND STRIPING - SOUTH8ST27-2SOUTH 27th AVENUE SIGNING AND STRIPING - NORTH9X-1INTERSECTION DETAILS - SOUTH 27th AVE & GRAF STREET10X-2INTERSECTION DETAILS - SOUTH 27th AVE & GOLDEN SUN DR11X-3MIDBLOCK CROSSING - SOUTH 27th AVE12X-4INTERSECTION DETAILS - SOUTH 27th AVE & KURK DRIVE13D-1ROAD SECTION DETAILS - 27th AVENUE14D-2WATER, SEWER AND STORMWATER DETAILS15D-3MISCELLANEOUS DETAILSengineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721www.m-m.netPREPARED BY:BOZEMAN, MONTANA12/2023HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUERECORD DRAWINGS FOR 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\0_FRONTENDSHEETS\10271.002_RECORD-GENERALNOTES.DWG PLOTTED BY:LEE HAGEMAN ONDec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANAGENERAL NOTES10271.0021G-1DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS12/2023ABDNABANDONACASPHALTIC 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 S. 27th AVE.POINT NO.100101102DESCRIPTIONCP MAG NAILCP MAG NAILCP MAG NAILELEVATION5001.5104993.8104977.610GRID NORTHING107711.9460108196.3870108960.5650GRID EASTING373343.0020373380.7270373347.4320RECORD DRAWINGS 12/2023 2004001002000SCALE 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\0_FRONTENDSHEETS\10271.002_RECORD-SURVEY CONTROL_27TH.DWG PLOTTED BY:LEEHAGEMAN ON Dec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASURVEY CONTROL DATA10271.0022G-2DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 MEAH LNKURK DRS 27TH AVE W GRAF STCOORDINATES ARE ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT, INTERNATIONAL FEET.VERTICAL DATUM IS NAVD 88.PNT # 102PNT # 101PNT # 100PLEASE 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.IMAGE CITE: CITY OF BOZEMAN 2021 GIS AERIAL LEGENDCONSTRUCTIONTRAFFIC - ENTERINGCONSTRUCTIONTRAFFIC - EXITINGBLACKWOOD RDSTUCKY RDS. 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 A V E S 30TH AVE S 29TH AVE S 29TH AVE S 28TH AVE S 27TH AVE 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\0_FRONTENDSHEETS\10271.002_RECORD-CONSTRUCTIONROUTEMAP.DWG PLOTTED BY:LEEHAGEMAN ON Dec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANACONSTRUCTION ROUTE MAP10271.0023G-3DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 4008002004000SCALE IN FEETRECORD DRAWINGS12/20231.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 WVWVSDDYHSWVDYHDSWVDWVII100+00101+00 102+00 103+00 104+00 105+00 106+00 107+00DSDWVWVSDDYHWVSWVWVWVDYHDGVWWWWWWWWWWWWWWWWWWW106+00107+00108+00 109+00 110+00 111+00 112+00 113+00 113+18 PI: 108+87.35 PI: 109+57.93 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\2_DETAILS\10271.002_RECORD-S 27TH AVE DEMOLITION DETAILS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASOUTH 27TH AVENUE EXISTING CONDITIONS AND DEMOLITION PLAN10271.0024R27-1DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS 12/2023 S. 27th AVENUEKURK DRIVE S. 27th AVENUEREMOVE EXISTING SIGNREMOVE EXST. SIGNREMOVE EXST. SIGN1-STA 100+00 TO STA 107+00SCALE: 1" = 30'306015300SCALE IN FEET2-STA 107+00 TO ENDSCALE: 1" = 30'SAW CUT EXISTING ASPHALTEDGE TO PROVIDE CLEANTRANSITION AND DISPOSESAW CUT ~ 30 LFREMOVAL ~ 65 SFCUT CURB FOR PEDESTRIAN RAMP~9 LFCUT AND REMOVE EXISTING CURB~138 LFCUT AND REMOVE EXISTING CURB~18 LFSAW CUT EXISTING ASPHALTEDGE TO PROVIDE CLEANTRANSITION AND DISPOSESAW CUT ~ 193 LFREMOVAL ~ 1,000 SFSAW CUT EXISTING ASPHALTEDGE TO PROVIDE CLEANTRANSITION AND DISPOSESAW CUT ~ 79 LFREMOVAL ~ 372 SFSAW CUT EXISTING ASPHALTEDGE TO PROVIDE CLEANTRANSITION AND DISPOSESAW CUT ~ 321 LFREMOVAL ~ 6,036 SFREMOVE EXST. SIGNREUSE EXISTING STOP SIGNCUT AND REMOVE EXISTING CURB~8 LFCUT AND REMOVE EXISTING CURB~11 LFCUT AND REMOVE EXISTING CURB~88 LFREMOVE EXISTING PEDESTRIAN RAMPS~61 SFGENERAL NOTES1.QUANTITIES INDICATED ARE APPROXIMATE. CONTRACTOR SHALL VERIFY.2.CONTRACTOR RESPONSIBLE FOR DISPOSAL OF ALL MATERIALS3.PRESERVE EXISTING VEGETATION, IRRIGATION DITCH, AND FENCE ALONG WESTERN EDGEEXCEPT AT INTERSECTIONS OR AS REQUIRED FOR CONSTRUCTION.GRAF ST GOLDEN SUN DR OBLITERATE 8" WHITE PEDXING STRIPING (~ 53 LF)OBLITERATE 24" WHITESTOP BAR (~ 24 LF)OBLITERATE 4" WHITESTRIPING (~ 116 LF)OBLITERATE 8" WHITESTRIPING (~ 257 LF)REMOVE ONLY NECESSARY VEGETATIONENCROACHING ON CURB & ASPHALTPRESERVE EXISTING DITCHREMOVE ONLY NECESSARY VEGETATIONENCROACHING ON CURB & ASPHALTPRESERVE EXISTING DITCHMATCH LINE STA 107+00 DETAIL 2 THIS SHEET MATCH LINE STA 107+00DETAIL 1 THIS SHEET REMOVE AND DISPOSEOF 8 WHITE FLEXIBLEDELINEATORS WVWVSDDYHSWVDYHDWVDWVII4988498949904991499249934994499549964997499849995000500150025003IRR IRR100+00101+00 102+00 103+00 104+00 105+00 106+00 107+00 4989499049914992499349944995499649974998499950005001BREAK: STA: 104+38.41 BREAK: STA: 105+11.41STA 101+04.49 PCEL. = 1.00TBC 8.00' RT,STA 101+24.24 PCEL. = 0.63TBC 6.69' RT,STA 101+49.73 PCEL. = 0.11TBC 3.31' RT,STA 10 1 + 6 9 . 4 9 P C EL . = 9 9 . 7 5 TBC 2 . 0 0 ' R T ,STA 103+83 .53 PCEL. = 96 .11TBC 13 .94 ' RT ,STA 103+83.53 PCEL. = 96.14TBC 2.00' RT,STA 1 03+ 9 8 . 53 PC E L . = 9 5 . 8 9 TBC 2 . 0 0 ' R T ,STA 103+98.53 PCEL. = 95.85TBC 13.94' RT,STA 1 05+ 01 .3 9 EL . = 9 4 . 2 8 TB C 1 4 . 0 2 ' R T , S T A 1 0 4 + 3 8 . 4 1 EL . = 9 5 . 2 7 TB C 1 3 . 9 4 ' R T , STA 100+25.72EL. = 1.65TBC 23.00' LT,STA 100+29.49EL. = 2.03TBC 8.00' RT,STA 103+69.38, 9.25' RTADJUST EXISTING MANHOLE FRAMEEXST. RIM = 4995.92NEW RIM = 4996.47STA 102+97 .69EL. = 97 .59TBC 13 .94 ' RT , EXISTING 90.00' ROW4980498549904995500050055010 4980498549904995500050055010FG-EG-5002.14100+00FG-5001.11EG-5000.55FG-5000.29EG-5000.10101+00FG-4999.47EG-4999.21 FG-4998.65 EG-4998.48102+00FG-4997.83 EG-4997.56 FG-4997.01 EG-4996.68103+00FG-4996.19 EG-4996.23 FG-4995.37 EG-4995.25104+00FG-4994.54 EG-4994.05 FG-4993.67 EG-4993.37105+00FG-4992.65 EG-4992.18 FG-4991.58 EG-4991.27106+00FG-4990.52 EG-4990.45 FG-4989.45 EG-4989.29107+00-1.64%-1.74%-2.13%STA=100+21.54ELEV=5001.57 STA=104+38.41 ELEV=4994.74 STA=105+11.41 ELEV=4993.47PROPOSED CONDUITSTA 103+03.95PROPOSED CONDUITSTA 106+99.38THIS 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\1_PLAN&PROFILE\10271.002_RECORD-S 27TH AVE 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.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASOUTH 27TH AVENUE PLAN AND PROFILE - SOUTH10271.0025R27-2DSLRHMEE12/2023 1CURB CLARIFICATIONS06/12/2023LRH2MANHOLE ACCESS CURB CUT (RECORD)12/18/2023LRH LEE R. HAGEMAN4860612/18/2023LRH2MANHOLE ACCESS CURB CUT (RECORD)RECORD DRAWINGS 12/2023 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060S. 27th AVENUETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 100+00 TO 107+00STRUCTURAL SECTION PER DETAIL SHEET D-1S. 27th AVENUEKURK DRIVEPROPOSED FINISHED GRADE@ EOP (WEST EDGE OF MEDIAN)EXISTING GRADEEXISTING SIDEWALK (TYP.)FUTURE SIDEWALK (TYP.)MATCHLINE SHEET R27-3PRESERVEEXISTING CURBLANDSCAPED MEDIANFUTURE ROADSEE SHEET X-4FOR ADDITIONALGRADING DETAILSEE SHEET X-3FOR ADDITIONALGRADING DETAIL ONMID-BLOCK CROSSINGR150.00R150.00AKEY NOTESADD IRRIGATION CONDUITSINSTALL (1) 6" AND (2) 3" CL 200 PVCCONDUITS AT 24" BURY. EXTEND TOWEST EDGE OF ROW 3 FT EAST OFPROPOSED MEDIAN BACK OF CURB.TOPSOIL & VEGETATION (TYP)DRYLAND GRASS SEED MIXTURE TOBE SUBMITTED AND APPROVED BYTHE CITY WATER CONSERVATIONDEPARTMENTGENERAL NOTES1.ALL WATER MAIN VALVES AND FITTINGSSHALL UTILIZE MECHANICAL JOINTRESTRAINT PER TABLE ON SHEET D-2OR THRUST BLOCKS PER MPWSS.2.ALL WATER MAIN PIPING AND FITTINGSSHALL BE ENCASED WITH V-BIO®ENHANCED POLYETHYLENEENCASEMENT TO PREVENTCORROSION.3.CONTRACTOR TO RECLAIM &REVEGETATE DISTURBED AREAS ANDLANDSCAPED MEDIAN PER COBREQUIREMENTS.AALANDSCAPED MEDIANEXST. IRRIGATION DITCHEXST. STORM DRAIN (TYP.)EXST. SAN SEWER (TYP.)EXST. WATER (TYP.)AAINSTALL NEW PEDESTRIAN RAMP TO MATCHEXISTING PATH EXTENSION TO EAST(SEE SHEET X-3)SAW CUT EXST. CURBAND BEGIN NEW CURBEXISTING PEDESTRIAN PATH1111111AB:CURB CUT AND GRAVEL ACCESSAREA INSTALLED TO MANHOLE2 SDWVWVSDDYHWVSWVWVWVDYHDGVWWWWWWWWWWWWWWWWWWWPI: 108+87.35PI: 109+57.934977 497749784978497949804981498249834984498549864987498849898WIRRIRR STA 109+32.718" CAP WITH TEMPORARY BLOWOFFPIPE INV = 4976.47PER COB STANDARD DETAIL 02660-7INSTALL 30.02 LF8" CLASS 51 DI PIPEINSULATE WITH 4" OF XPS FOAMIF BURY IS LESS THAN 6.5 FTINSTALL 8' WIDE CENTERED OVER PIPESTA 109+33.2312 x 8 LIVE TAP TEEWITH 8" FL X MJ GATE VALVEEXST 12" PIPE INV = 4976.47107+00108+00109+00 110+00 111+00 112+00 113+00 113+18 497849794980498149824983498449854986498749884989STA 22+19.35 PCEL. = 81.99TBC 6.00' RT,STA 22+39.20 PCEL. = 81.74TBC 4.68' RT,STA 22+64.38 PCEL. = 81.34TBC 1.32' RT,STA 22+84.36 PCEL. = 81.03TBC 0.00' RT,BREAK:STA: 108+87.35 BREAK: STA: 109+57.93 BREAK: STA: 112+00.00 BREAK: STA: 112+78.81STA 110+59.68SAW CUT 17.50' RTSTA 111+21.18SAW CUT 17.50' RTSTA 111+78.82SAW CUT 11.50' RTSTA 1 1 0 + 9 7 . 9 3 P C EL. = 82 . 0 6 TBC 2.0 0 ' R T , STA 1 1 0 + 8 0 . 7 8 P C EL. = 82. 4 4 TBC 2.9 8 ' R T , STA 1 1 0 + 5 0 . 0 8 P C EL. = 83. 1 6 TBC 6.5 2 ' R T ,STA 110+32.93 PCEL. = 83.53TBC 7.50' RT,STA 112+30.97 EL. = 78.73TBC 22.93' LT,STA 111+55.97EL. = 80.03TBC 23.50' LT,STA 113+11.37SAW CUT 11.50' RTSTA 113+11.06SAW CUT 43 .08 ' LTSTA 113+05 .09SAW CUT 4 8 . 4 4 ' L TSTA 112+79.01, -22.47' LTEXST EL. = 77.04,NEW EL. = 77.49MODIFY EXST. SD GRATEMATCH EXISTING TBCSTA 110+59.68EL. = 82.95TBC 13.50' RT,STA 107+46.34, 8.48' RTADJUST EXISTING MANHOLE FRAMEEXST. RIM = 4988.51NEW RIM = 4988.80STA 110+75.93, 8.34' RTADJUST EXISTING MANHOLE FRAMEEXST. RIM = 4981.87NEW RIM = 4982.62EXISTING 90.00' ROW STA 23+73.68, 13.37' LTEXISTING GATE VALVE497049754980498549904995497049754980498549904995FG-4989.45EG-4989.29107+00FG-4988.39EG-4988.17FG-4987.32EG-4987.49108+00FG-4986.26EG-4986.59FG-4985.25EG-4985.15109+00FG-4984.40 EG-4984.26 FG-4983.42 EG-4983.65110+00FG-4982.42 EG-4982.51 FG-4981.42 EG-4981.20111+00FG-4980.42 EG-4980.42 FG-4979.42 EG-4979.72112+00FG-4978.72 EG-4978.79 FG-4978.23 EG-4978.30113+00FG- EG-4978.06113+18-1.70%-0.42%-1.40%-2.00%STA=108+87.35ELEV=4985.46 STA=109+57.93 ELEV=4984.26 STA=112+00.00 ELEV=4979.42 STA=112+78.81 ELEV=4978.32 STA=113+11.56 ELEV=4978.18STA 109+33.2312 x 8 LIVE TAP TEEEXST 12" PIPE INV = 4976.47PROPOSED CONDUITSTA 111+19.57THIS 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\27THAVENUE\1_PLAN&PROFILE\10271.002_RECORD-S 27TH AVE 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.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Jan/03/2024 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASOUTH 27TH AVENUE PLAN AND PROFILE - NORTH10271.0026R27-3DSLRHMEE12/2023 1CURB CLARIFICATIONS06/12/2023LRH2MH ACCESS CURB CUT & EXST VALVE (RECORD)12/18/2023LRH---- LEE R. HAGEMAN4860612/18/2023LRH2MH ACCESS CURB CUT & EXST VALVE (RECORD)RECORD DRAWINGS 12/2023 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060S. 27th AVENUETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSTA. 107+00 TO 113+18STRUCTURAL SECTION PER DETAIL SHEET D-1S. 27th AVENUEFUTURE SIDEWALK (TYP.)MATCHLINESHEET R27-2 SEE SHEET X-2SEE SHEET X-1R150.00R150.00R150.00R150.00EXST. SIDEWALK (TYP.)AAEXST. IRRIGATION DITCHPROPOSED FINISHED GRADE@ EOP (WEST EDGE OF MEDIAN)EXISTING GRADEGOLDEN SUN DR. GRAF ST.EXST. STORM DRAIN (TYP.)EXST. SAN SEWER (TYP.)EXST. WATER (TYP.)AAKEY NOTESADD IRRIGATION CONDUITSINSTALL (1) 6" AND (2) 3" CL 200 PVC CONDUITS AT 24"BURY. EXTEND TO WEST EDGE OF ROW 3 FT EAST OFPROPOSED MEDIAN BACK OF CURB.TOPSOIL & VEGETATION (TYP) DRYLAND GRASS SEEDMIXTURE TO BE SUBMITTED AND APPROVED BY THECITY WATER CONSERVATION DEPARTMENTGENERAL NOTES1.ALL WATER MAIN VALVES AND FITTINGS SHALL UTILIZEMECHANICAL JOINT RESTRAINT PER TABLE ON SHEETD-2 OR THRUST BLOCKS PER MPWSS.2.ALL WATER MAIN PIPING AND FITTINGS SHALL BEENCASED WITH V-BIO® ENHANCED POLYETHYLENEENCASEMENT TO PREVENT CORROSION.3.CONTRACTOR TO RECLAIM & REVEGETATE DISTURBEDAREAS AND LANDSCAPED MEDIAN PER COBREQUIREMENTS.1LANDSCAPED MEDIANLANDSCAPED MEDIAN111AB:CURB CUT AND GRAVEL ACCESSAREA INSTALLED TO MANHOLE22 WVWVSDDYHSWVDYHDWVDWVIISTA 104+18.03, 27.00' LTSTA 104+57.91, 19.75' LT(CENTER OF SYMBOLS)STA 103+64.03WHITE SHARKS TEETH (TYP.)STA 103+64.03, 43.08' RTSTA 105+02.72, 43.11' RTSTA 105+17.72, 35.80' RT(CENTER OF SYMBOLS)STA 104+72.91, 27.00' LTSTA 100+92.49, 0.99' RT(CENTER OF SYMBOLS)STA 101+04.49, 27.00' LTREPLACE EXISTING STOP SIGNSTA 100+28.85, 10.97' RTFACE NORTHBOUND TRAFFICSTA 100+29.46, 42.90' RTSTA 100+44.47, 35.68' RT(CENTER OF SYMBOLS)FLEXIBLE DELINATORS (CURB PC's & MID)BIKE LANE PBIKE LANEPBIKE LANEPYIELD HERE TOSTA 101+50.46, 43.00' RTSTA 101+62.66, 3.57' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 101+04.42, 9.10' RTINSTALL NEW YELLOWFLEXIBLE DELINATOR25SPEEDLIMITSTA 103+83.53, 2.50' RTINSTALL NEW YELLOWFLEXIBLE DELINATORONLY STA 104+18.03WHITE SHARKS TEETH (TYP.)STA 103+98.04BEGIN 4" SOLID WHITE EPOXYSTA 103+98.03BEGIN 4" SOLID WHITE EPOXYSTA 101+04.49BEGIN 8" SOLID WHITETHERMOPLASTICSTA 100+30.73BEGIN 4" SOLID WHITE EPOXYBEGIN 8" SOLID WHITE THERMOPLASTICSTA 100+25.48BEGIN 4" SOLID WHITE EPOXY111234STA 100+31.86WHITE SHARKS TEETH (TYP.)100+00101+00 102+00 103+00 104+00105+00 106+00 107+00 STA 103+83.53, 13.44' RTINSTALL NEW YELLOWFLEXIBLE DELINATORYIELDHERETO3STA 103+84.03END 4" SOLID WHITE EPOXYSTA 103+91.03, 22.44' RTMIDBLOCK CROSSING MARKINGSSTA 103+98.53, 2.50' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 103+98.53, 13.44' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 103+84.04END 4" SOLID WHITE EPOXYLEFT LANEMUSTTURN LEFTSTA 102+04.49, 27.00' LTSTA 105+91.03, 27.00' LTAHEADSTA 102+15.19, 42.25' RTAFFIX TO EXST LIGHT POLEAHEADNEW TRAFFIC PATTERN AHEAD3 3.00'2.00'1.00'2.00'2.00'8.00'8.00'8.00'8.00'6.00'6.00'6.00'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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\1_PLAN&PROFILE\10271.002_RECORD-S 27TH AVE 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.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASOUTH 27TH AVENUE SIGNING AND STRIPING - SOUTH10271.0027ST27-1DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS 12/2023 S. 27th AVENUEKURK DRIVE MATCH LINE STA 107+00 SEE SHEET ST27-2PEDESTRIAN X-ING8" WHITE THERMOPLASTIC8 FT (TYP.)1234SIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER,WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE.ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII, CURB BULBS AND ALL MEDIAN CURB IS TO BE PAINTED WITH YELLOWEPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS.3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS ANDMEDIANS.4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS.MARKING DIMENSIONS306015300SCALE IN FEETREMOVE EXST. NOPARKING SIGNREMOVE EXISTING STOP SIGN PER COB REQUEST AND ELIMINATEEXISTING 4-WAY STOP CONTROL.PRESERVE EXISTING STOP CONTROL ON NORTHEAST ANDSOUTHWEST CORNERS TO ALLOW 27TH AVENUE TO BECOME THROUGHSTREET.REMOVE EXST. NOPARKING SIGNRELOCATE EXST.NO PARKING SIGNPRESERVE EXISTING STOP SIGN WITHSTREET SIGNSINSTALL THE FOLLOWING SIGNS BELOWEXISTING STOP SIGN AS SHOWN BELOWINSTALL W-4-4p DIRECTLY BENEATHEXISTING STOP SIGNINSTALL W-23-2 SIGN BETWEEN 150-200 FTEAST OF EXISTING STOP SIGN USINGEXISTING LIGHT POLE AND/OR EXISTINGSIGN POST IF APPLICABLE(OTHERWISE USE T-POST WITH SIGNBOTTOM MINIMUM OF 7 FEET ABOVE GRADE).SIGN TO BE TEMPORARY AND REMOVED ATCITY OF BOZEMAN'S DISCRETION BY CITYPERSONNEL.PRESERVE EXISTING STOP SIGN WITHSTREET SIGNSINSTALL THE FOLLOWING SIGNS BELOWEXISTING STOP SIGN AS SHOWN BELOWINSTALL W-4-4p DIRECTLY BENEATH EXISTINGSTOP SIGNINSTALL W-23-2 SIGN BETWEEN 150-200 FTWEST OF EXISTING STOP SIGN USINGEXISTING LIGHT POLE AND/OR EXISTING SIGNPOST IF APPLICABLE(OTHERWISE USE T-POST WITH SIGN BOTTOMMINIMUM OF 7 FEET ABOVE GRADE).SIGN TO BE TEMPORARY AND REMOVED ATCITY OF BOZEMAN'S DISCRETION BY CITYPERSONNEL.REMOVE EXISTING STOP SIGN PER COBREQUEST AND ELIMINATE EXISTING 4-WAYSTOP CONTROL.PRESERVE EXISTING STOP CONTROL ONNORTHEAST AND SOUTHWEST CORNERS TOALLOW 27TH AVENUE TO BECOME THROUGHSTREET.INSTALL W-23-2 SIGN BETWEEN 150-200 FTSOUTH OF EXISTING STOP SIGN USINGEXISTING LIGHT POLE AND/OR EXISTINGSIGN POST IF APPLICABLE(OTHERWISE USE T-POST WITH SIGNBOTTOM MINIMUM OF 7 FEET ABOVE GRADE).SIGN TO BE TEMPORARY AND REMOVED ATCITY OF BOZEMAN'S DISCRETION BY CITYPERSONNEL.PRESERVE EXISTINGSPEED LIMIT SIGNW11-2W16-7pSTOPR1-1FLUORESCENTYELLOWGREENBIKE LANEPYIELDHERETOR1-5R3-17R8-3YELLOWFLEXIBLEDELINEATORINSTALL IN-LINE WITHSHARKS TEETHPAVEMENT MARKINGS25SPEEDLIMITR2-1OM4-2(BLACK AND RED)PER COB DETAIL09810-2W11-2W16-9pFLUORESCENTYELLOWGREENAHEADNEWTRAFFICPATTERNAHEADW23-2ONLYR2-1R3-8R3-7LOM3-L(YELLOW)(WHITE & BLACK)SIGN SYMBOLOGY KEYR4-7LEFT LANEMUSTTURN LEFTNEWTRAFFICPATTERNAHEADNEWTRAFFICPATTERNAHEADNEWTRAFFICPATTERNAHEADW4-4p(YELLOW)CROSS TRAFFICDOES NOT STOPCROSS TRAFFICDOES NOT STOPCROSS TRAFFICDOES NOT STOP1111 DSDWVWVSDDYHWVSWVWVWVDYHDGVWWWWWWWWWWWWWWWWWWWSTA 104+57.91, 19.75' LT(CENTER OF SYMBOLS)STA 104+72.91, 27.00' LTSTA 108+30.36, 14.64' RT(CENTER OF SYMBOLS)STA 108+71.46, 19.75' LT(CENTER OF SYMBOLS)STA 110+20.93, 0.49' RT(CENTER OF SYMBOLS)STA 109+73.31, 35.27' RT(CENTER OF SYMBOLS)STA 111+90.87, 14.42' RT(CENTER OF SYMBOLS)STA 112+59.19, 19.88' LT(CENTER OF SYMBOLS)STA 109+60.14, 27.50' LTSTA 110+32.93, 27.50' LTSTA 112+74.13, 27.24' LTSTA 112+68.81, 4.75' RTSTA 111+78.80, 42.70' RTSTA 109+58.32, 42.50' RTSTA 108+84.95, 43.14' RTSTA 108+86.46, 27.00' LTSTA 107+68.69, 13.34' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 108+18.31, 43.07' RTSTA 112+71.02, 41.80' RTEXISTING SIGNSTA 110+89.15, 2.76' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 110+32.80, 9.03' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 109+55.51, 10.52' RTINSTALL NEW YELLOWFLEXIBLE DELINATORS (CURB PC's & MID)(QTY 3 @ 0.5 FT BEHIND CURB)STA 108+89.88, 4.95' RTINSTALL NEW YELLOWFLEXIBLE DELINATORS (CURB PC's & MID)(QTY 3 @ 0.5 FT BEHIND CURB)STA 108+18.09, 7.68' RTINSTALL NEW YELLOWFLEXIBLE DELINATORBIKE LANE P BIKE LANEPP ONLYSTA 111+78.13, 27.33' LTSTA 111+73.13, 7.10' RTINSTALL NEW YELLOWFLEXIBLE DELINATORSTA 111+20.41, 12.85' RTINSTALL NEW YELLOWFLEXIBLE DELINATOR25 SPEED LIMIT ONLYBIKE LANEPSTA 109+21.86, 28.27' LTPER COB STD DETAIL 09810-2STA 108+18.35BEGIN 8" SOLID WHITETHERMOPLASTICSTA 108+84.92WHITE SHARKS TEETH (TYP.)STA 108+83.83END 8" SOLID WHT THERMOPLASTICEND 4" SOLID WHITE EPOXYSTA 108+90.49END 4" SOLID WHITE EPOXYSTA 109+54.34BEGIN 4" SOLID WHITE EPOXYSTA 110+32.93END 8" SOLID WHITETHERMOPLASTICSTA 112+78.22END 4" SOLID WHITE EPOXYSTA 112+76.81END 8" SOLID WHITE THERMOPLASTICEND 4" SOLID WHITE EPOXYSTA 111+78.82BEGIN 8" SOLID WHITETHERMOPLASTIC1112223344STA 112+77.8124" WHITETHERMOPLASTIC STOP BAR113+18 107+00108+00109+00 110+00 111+00 112+00 113+00 PI: 108+87.35 PI: 109+57.93STA 109+42.56, 62.34' RTEXISTING SIGNLEFT LANEMUSTTURN LEFTSTA 107+18.31, 43.06' RTONLYSTA 111+32.93, 27.50' LTLEFT LANE MUST TURN LEFT LEFT LANEMUSTTURN LEFTSTA 110+78.80, 42.46' RTSTA 109+60.11WHITE SHARKS TEETH (TYP.)STA 105+91.03, 27.00' LTAHEAD 3.00'2.00'1.00'2.00'2.00'8.00'8.00'8.00'8.00'6.00'6.00'6.00'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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\1_PLAN&PROFILE\10271.002_RECORD-S 27TH AVE 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.netVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 HOMESTEAD AT BUFFALO RUN OFFSITE IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANASOUTH 27TH AVENUE SIGNING AND STRIPING - NORTH10271.0028ST27-2DSLRHMEE12/2023 1SHARKS TEETH & CLARIF. TEMP. SIGN HEIGHTS10/13/23LRH LEE R. HAGEMAN4860612/18/2023LRH RECORD DRAWINGS 12/2023 GRAF ST S. 27th AVENUEGOLDEN SUN DR MATCH LINE STA 107+00SEE SHEET ST27-1SIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER,WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE.ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII, CURB BULBS AND ALL MEDIAN CURB IS TO BE PAINTED WITH YELLOWEPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS.3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS ANDMEDIANS.4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS.PEDESTRIAN XING8" WHITE THERMOPLASTICSPACED @ 8 FT (TYP.)306015300SCALE IN FEETREMOVE EXST. NOPARKING SIGNREMOVE EXST. NOPARKING SIGNS 27th AVESTOPS 27th AVEGRAF StGRAF StS 27th AVESTOPS 27th AVEGOLDEN SUN DrGOLDEN SUN Dr RE-MARK 8" WHITETHERMOPLASTIC MARKINGS(~18 LF TOTAL)234MARKING DIMENSIONSW11-2W16-7pSTOPR1-1FLUORESCENTYELLOWGREENBIKE LANEPYIELDHERETOR1-5R3-17R8-3YELLOWFLEXIBLEDELINEATORINSTALL IN-LINE WITHSHARKS TEETHPAVEMENT MARKINGS25SPEEDLIMITR2-1OM4-2(BLACK AND RED)PER COB DETAIL09810-2W11-2W16-9pFLUORESCENTYELLOWGREENAHEADNEWTRAFFICPATTERNAHEADW23-2ONLYR2-1R3-8R3-7L(WHITE & BLACK)SIGN SYMBOLOGY KEYR4-7LEFT LANEMUSTTURN LEFTOM3-L(YELLOW)W4-4p(YELLOW)CROSS TRAFFICDOES NOT STOP WV WV S D DYH WV GV 4977 4978 4979 4979 4979 4980 4980 49804980 4981 4981 4977 4978 497849784978 4978 113+00 113+18 STA 1 1 3 + 0 1. 0 0 EL. = 7 7. 6 5 RB 36. 5 0' L T, STA 1 1 2 + 9 6. 7 3 EL. = 7 7. 6 1 RB 30. 5 0' L T, STA 1 1 2 + 8 9. 2 4 EL. = 7 7. 5 5 RB 25. 0 5' L T, STA 1 1 2 + 8 3. 2 5 EL. = 7 7. 5 1 RB 23. 0 4' L T, STA 1 1 3 + 0 1. 0 2 EL. = 7 7. 7 6 TBC 38. 3 0' L T, STA 112+81.27 EL. = 77.71TBC 23.47' LT, ST A 1 1 3 + 1 1 . 0 6 SA W C U T 4 3 . 0 8 ' L T STA 1 1 3 + 1 1. 3 7 SAW C U T 1 1. 5 0' R T STA 1 1 3 + 0 5 . 0 9 SAW C U T 4 8 . 4 4 ' L T STA 1 1 3 + 0 3. 0 9 P C TBC 4 8. 4 3' L T, EL. = 7 8. 1 9 STA 112+78.21 PCTBC 23.26' LT,EL. = 77.94STA 1 1 2 + 6 8. 8 1 P C EL. = 7 9. 3 4 TBC 7. 5 0' R T,STA 112+68 .81 PC TBC 2 . 0 0 ' R T ,EL. = 7 8 . 9 6 ST A 1 1 2 + 7 9 . 0 1 , - 2 2 . 4 7 ' L T EX S T E L . = 7 7 . 0 4 , NE W E L . = 7 7 . 4 9 MO D I F Y E X S T . S D G R A T E RAD PT 112+68.81, 4.75' RT RAD PT 112+78.09, -48.26' LT STA 112+71.56EL. = 79.15TBC 4.75' RT,EXISTING 90.00' ROW 4978 49784978-7.42%-4.01%1.40%-0.14%-0.34%RECORD DRAWINGS12/202310 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.2023engineers 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\27THAVENUE\2_DETAILS\10271.002_RECORD-SOUTH 27TH AVENUE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 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 SOUTH 27TH AVENUEBOZEMAN MONTANA INTERSECTION DETAILS - SOUTH 27TH AVE & GRAF STREET 10271.002 9 X-1 DS LRH MEE 12/2023 LEE R. HAGEMAN 48606 12/18/2023 1 - SOUTH 27th AVE & GRAF STREET SCALE: 1" = 10' EXST. SAN SEWER (TYP.) EXST. STORM DRAIN (TYP.) EXST. WATER (TYP.) EXST. NATURAL GAS EXST. IRRIGATION DRAIN) EXST. IRRIGATION INLET - PRESERVE EXST. IRRIGATION DITCH - PRESERVE GRAF STS 27TH AVEFUTURE SIDEWALK (TYP.)R2.75R25.0 0 EXST. SIDEWALK (TYP.) SAWCUT (TYPICAL) REMOVE EXISTING ASPHALT SEE SHEET R27-1 WV WV WV DYHD W W W W W W W W W W W W W W W W 49844985 4986 4 9 8 7 4983 49834984498449854985109+00 110+00 PI: 108+87.35 PI: 109+57.93 STA 1 0 9 + 5 7. 9 7 SAW C U T 1 7. 5 0' R T STA 1 0 8 + 8 7. 5 1 SAW C U T 1 2. 0 0' R T MATCH EXST . TBC S T A 1 0 8 + 8 7 . 4 8 E L . = 8 6 . 0 6 T B C 8 . 0 0 ' R T , S T A 1 0 9 + 5 3 . 3 0 P C T B C 2 3 . 4 7 ' L T , E L . = 8 4 . 0 7 STA 108+9 0 . 3 0 P C TBC 23.02' L T , EL. = 85.15 S T A 1 0 9 + 5 7 . 9 3 P C T B C 7 . 5 0 ' R T , E L . = 8 5 . 0 2 STA 1 0 8+ 8 7 .3 6 PC E L . = 8 6 . 0 6 T B C 2 . 0 0 ' R T , RAD PT 108+87.38, 5.00' RT FUTURE RAD PT 108+90.19, -38.02' LT FUTURE RAD PT 109+53.19, -38.47' LT RAD PT 109+57.93, 10.50' RT MATCH EXISTIN G TBCSTA 109+57.85EL. = 84.79TBC 13.50' RT,STA 109+55 .01EL . = 85 .10 TBC 10 .52 ' RT ,STA 108+90.38EL. = 86.19TBC 4.94' RT,8W8W8WEXISTING 90.00' ROW 498349844985-1.68%-1.70%RECORD DRAWINGS12/202310 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.2023engineers 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\27THAVENUE\2_DETAILS\10271.002_RECORD-SOUTH 27TH AVENUE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 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 SOUTH 27TH AVENUEBOZEMAN MONTANA INTERSECTION DETAILS - SOUTH 27TH AVE & GOLDEN SUN DR 10271.002 10 X-2 DS LRH MEE 12/2023 LEE R. HAGEMAN 48606 12/18/2023 1 - SOUTH 27th AVE & GOLDEN SUN DR SCALE: 1" = 10' EXST. SAN SEWER (TYP.) EXST. STORM DRAIN (TYP.) EXST. WATER (TYP.) EXST. IRRIGATION DITCH - PRESERVE (TYP.)S 27TH AVEGOLDEN SUN DR. R 1 5 . 0 0 R15.00 R3.00R3.00 FUTURE SIDEWALK (TYP.) EXST. SIDEWALK (TYP.) 8" WATER MAIN EXTENSION SEE SHEET R27-3 REMOVE EXISTING ASPHALT SEE SHEET R27-1 SAW CUT ASPHALT (TYP.) TEMPORARY CURB PROPOSED FOR THIS FUTURE INTERSECTION WITH ROAD GRADES DESIGNED TO ACCOMMODATE ADA-CONFORMING PEDESTRIAN RAMPS AND VALLEY GUTTER AFTER IRRIGATION DITCH IS RELOCATED BY ABUTTING LANDOWNER EXST. WATER (TYP.) S WV DYHWV I I 104+00 105+00 MATCH EXST. TBCSTA 105+01.59EL. = 94.26TBC 14.02' RT,STA 1 0 5 + 0 1. 5 9 SAW C U T 1 5. 9 5' R T BOTTOM OF RAMP CUT EXST. CURB PER COB REQUIREMENTS STA 103+88.54, 38.26' RT BOTTOM OF RAMP CUT EXST. CURB PER COB REQUIREMENTS STA 103+93.54, 38.09' RT TOP OF WING - EXST CURB HEIGHT STA 103+86.54, 39.13' RT TOP OF WING - EXST CURB HEIGHT STA 103+95.54, 39.13' RT STA 1 0 4 + 3 8. 4 4 SAW C U T 1 5. 9 4' R T STA 103+99.54EL. = 95.23SDWK 46.66' RT,STA 10 3 + 9 9 . 5 4 EL. = 95. 2 2 SDWK 5 1 . 5 9' R T, S T A 1 0 3 + 8 2 . 5 0 EL. = 95.70S D W K 4 6 . 6 8 ' R T , S T A 1 0 3 + 8 2 . 4 9 EL . = 9 5 . 7 8 SD W K 5 1 . 5 6 ' R T , STA 103+88.54 EL. = 95.57SDWK 51.56' RT,STA 103+93 .54SDWK 4 6 . 6 6 ' RT ,EL . = 95 .43 STA 1 0 3 + 9 3. 5 4 EL. = 9 5. 4 8 SDWK 5 1. 5 9' R T, ST A 1 0 3 + 8 8 . 5 3 EL. = 9 5 . 5 2 SD W K 4 6 . 6 6 ' R T ,STA 1 0 3+ 9 8 .53 PC T BC 2 . 0 0 ' R T , E L . = 9 5 . 8 9 STA 103+83.53 PCTBC 2.00' RT,EL. = 96.14STA 103+98.53 PCEL. = 95.85TBC 13.94' RT,ST A 1 0 3 + 8 3 . 5 3 P C EL. = 9 6 . 1 1 TB C 1 3 . 9 4 ' R T , STA 103+83.53, 1 4 . 6 9 ' R T 95.66FL EL. = STA 1 0 3 + 9 8 . 5 3 , 1 4 . 6 9' R T 95.36 FL EL. = STA 1 0 3 + 8 6 . 5 3 P C EL. = 96 . 1 1 TBC 10. 9 4' R T,STA 103+86.53EL. = 96.19TBC 7.97' RT,STA 103+95.53 PC TBC 5.00' RT,EL. = 96.05 STA 103+95.53 P C EL. = 96.03 TBC 10.94' RT, STA 103+86. 5 3 P C TBC 5.00' RT, EL. = 96.13 STA 103+95.53EL. = 96.11TBC 7.97' RT,STA 10 3 + 8 3 . 5 3 , 1 . 2 5' R T FL EL. = 9 5 . 6 9 RAD PT 103+98.53, 5.00' RT RAD PT 103+98.53, 10.94' RT RAD PT 103+83.53, 5.00' RT RAD PT 103+83.53, 10.94' RT STA 103+69.38, 9.25' RT EXST RIM = 95.92 NEW RIM = 96.47 MODIFY EXST MANHOLE RIM USING GRADE RINGS OR REPLACING SECTIONS AS NEEDED TO MEET COB REQ.499349944995STA 103+98.53, 1 . 2 5 ' R T FL EL. = 95.44 4994 4995 -1.62%-1.17% -2.01%-1.66%-6.33%-3.90%-3.14%-1.78%RECORD DRAWINGS12/202310 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.2023engineers 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\27THAVENUE\2_DETAILS\10271.002_RECORD-SOUTH 27TH AVENUE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 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 SOUTH 27TH AVENUEBOZEMAN MONTANA MIDBLOCK CROSSING - SOUTH 27TH AVE 10271.002 11 X-3 DS LRH MEE 12/2023 LEE R. HAGEMAN 48606 12/18/2023 1 - MIDBLOCK CROSSING - SOUTH 27th AVE SCALE: 1" = 10' EXST. SAN SEWER (TYP.) EXST. STORM DRAIN (TYP.) EXST. WATER (TYP.) EXST. IRRIGATION DITCH - PRESERVE S 27TH AVEFUTURE SIDEWALK (TYP.) EXST. SIDEWALK (TYP.) SAW CUT ASPHALT (TYP.) REMOVE EXISTING ASPHALT SEE SHEET R27-1 INSTALL NEW PEDESTRIAN RAMP AT CURB CUT EXTENTS (CONTRACTOR TO INSTALL IN CONFORMANCE WITH ADA REQUIREMENTS) CONTRACTOR TO VERIFY PROPOSED LOCATION MATCHES LOCATION OF EXISTING PATH AND NOTIFY ENGINEER IN CASE OF ANY DISCREPANCIES.R3.00R3.00R3.00R3.00EXISTING CURB RADIUS TO BE REMOVED AND MEDIAN TO BE EXTENDED AS SHOWN LANDSCAPED MEDIAN WV WV S D DYHWV 4999 5000 5001 50015002 50025003 50035003 5 00 3 50035003 5004 50045 0 0 4 500 4 100+00 C O N N E C T T O E X S T . T B C ST A 1 0 0 + 2 5 . 7 2 EL. = 1 . 6 5 TB C 2 3 . 0 0 ' L T , ST A 1 0 0 + 2 2 . 9 5 SA W C U T 0 . 9 4 ' R T S T A 1 0 0 + 2 8 . 1 7 S A W C U T 6 . 2 7 ' R T ST A 1 0 0 + 2 3 . 0 2 SA W C U T 2 1 . 1 3 ' L T M A T C H E X S T . T B C S T A 1 0 0 + 2 8 . 4 0 EL . = 2 . 0 5 T B C 8 . 1 4 ' R T , EXISTING 90.00' ROW 5001 5002 RECORD DRAWINGS12/202310 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.2023engineers 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\27THAVENUE\2_DETAILS\10271.002_RECORD-SOUTH 27TH AVENUE INTERSECTION DETAILS.DWG PLOTTED BY:LEE HAGEMAN ON Dec/18/2023 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 SOUTH 27TH AVENUEBOZEMAN MONTANA INTERSECTION DETAILS - SOUTH 27TH AVE & KURK DRIVE 10271.002 12 X-4 DS LRH MEE 12/2023 LEE R. HAGEMAN 48606 12/18/2023 1 - SOUTH 27th AVE & KURK DRIVE SCALE: 1" = 10' EXST. SAN SEWER (TYP.) EXST. STORM DRAIN (TYP.) EXST. WATER (TYP.) EXST. NATURAL GAS KURK DRS 27TH AVEEXST. BURIED POWER EXST. BURIED FIBER EXST. PEDESTRIAN RAMP FUTURE SIDEWALK EXST. SIDEWALK SAW CUT ASPHALT (TYP.) REMOVE EXISTING ASPHALT SEE SHEET R27-1 3.00%3.00%ROAD CL2.00%1.50%6.00'12.00'31.00'8.00'5.00'1.00'90' R.O.W.3.00'3.00'2.00'25.00'7.00'6.00'1.00'6.00'FUTURE SIDEWALK AND BOULEVARD IMPROVEMENTS12.00'18.00'MEDIAL CL(4:1 TYP.)(3:1 TYP.)VARIESVARIES3.00%3.00%CL MEDIAN2.00%1.50%6.00'2.00'25.00'8.00'5.00'1.00'90' R.O.W.6.00'6.00'2.00'25.00'7.00'6.00'1.00'6.00'FUTURE SIDEWALK AND BOULEVARD IMPROVEMENTS18.00'18.00'(4:1 TYP.)(3:1 TYP.)VARIESVARIESVERIFY 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\2_DETAILS\10271.002_RECORD-ROAD SECTION DETAILS_27TH.DWG PLOTTED BY:LEE HAGEMAN ONDec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANAROAD SECTION DETAILS - 27TH AVENUE10271.00213D-1DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS 12/2023 CITY OF BOZEMANSTANDARD SPILL CURB4" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSEMIN 14" - 4" MINUS PIT RUN SUB-BASE COURSEEXISTING SPILL CURBCITY OF BOZEMANSTANDARD CATCH CURBEXISTING ROADPROPOSED ROADEXISTING IRRIGATION DITCH ORTEMPORARY CATCH SLOPE UNTILFUTURE SIDEWALK IS BUILT.RE-CLAIM & RE-VEGETATE ANYDISTURBED AREASFUTURE SIDEWALKFUTURE BLVD.EXISTING BLVD.EXISTING SIDEWALKEXISTING CATCH CURBEXISTING ROADPROPOSED ROADEXISTING IRRIGATION DITCH ORTEMPORARY CATCH SLOPE UNTILFUTURE SIDEWALK IS BUILT.RE-CLAIM & RE-VEGETATE ANYDISTURBED AREASFUTURE SIDEWALKFUTURE BLVD.EXISTING BLVD.EXISTING SIDEWALK4" - ASPHALT6" - 1 12" MINUS CRUSHED BASE COURSEMIN 14" - 4" MINUS PIT RUN SUB-BASE COURSECITY OF BOZEMANSTANDARD CATCH CURBCITY OF BOZEMANSTANDARD SPILL CURBEXISTING SPILL CURBEXISTING CATCH CURB1-TURN LANE ROAD SECTION: 27TH AVESCALE: NTS2-ROAD SECTION: 27TH AVE (TYPICAL)SCALE: NTSBIKE LANEDRIVING LANETURNING LANEBIKE LANEDRIVING LANETOPSOIL & VEGETATION (TYP)DRYLAND GRASS SEED MIXTURE TO BESUBMITTED AND APPROVED BY THE CITYWATER CONSERVATION DEPARTMENTTOPSOIL & VEGETATION (TYP)DRYLAND GRASS SEED MIXTURE TO BESUBMITTED AND APPROVED BY THE CITYWATER CONSERVATION DEPARTMENTBIKE LANEBIKE LANEDRIVING LANETHROUGH LANE8" - SCARIFY, WET, AND COMPACTEXISTING SUB-GRADE8" - SCARIFY, WET, AND COMPACTEXISTING SUB-GRADE 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.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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\2_DETAILS\10271.002_RECORD-ROAD SECTION DETAILS_27TH.DWG PLOTTED BY:LEE HAGEMAN ONDec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANAWATER, SEWER AND STORMWATER DETAILS10271.00214D-2DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS 12/2023 DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS1PIPE INSULATIONSCALE: NTS2AABAARESTRAINT LENGTH LOCATION FIGURENOTES1.RESTRAINT LENGTHS ASSUME A 6.5' BURY DEPTH IN POORLY GRADED GRAVEL (GP) SOILSWITH 200 PSI TEST PRESSURE. ASSUME MEGALUG OR EQUIVALENT FITTINGS AND ALLRESTRAINTS REQUIRED. ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED.IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATEDRESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN SAID FITTINGS.2.IF JOINT RESTRAINT IS NOT FEASIBLE - INSTALL THRUST BLOCKS PER MPWSS.3.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), AND COB MODIFICATIONS TO MPWSS.4.ALL HYDRANT LEADS SHALL BE FULLY RESTRAINED.TEEBENDDUCTILE IRON RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONAB8" TEE - STANDARD6.007.008" X 6" TEE (SEE NOTE 4 BELOW FOR 6" BRANCH)3.009.008" 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)4.004.008" DEAD END (CAPS)29.008" X 6" REDUCER (RESTRAIN LARGER SIDE OF REDUCER)17.00 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 PLANSCOMPACTED 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.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\10271\002 - BUFFALO RUN CONST ADMIN\ACAD\RECORD\27THAVENUE\2_DETAILS\10271.002_RECORD-ROAD SECTION DETAILS_27TH.DWG PLOTTED BY:LEE HAGEMAN ONDec/18/2023REVISIONSDRAWN 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 IMPROVEMENTSSOUTH 27TH AVENUEBOZEMANMONTANAMISCELLANEOUS DETAILS10271.00215D-3DSLRHMEE12/2023 LEE R. HAGEMAN4860612/18/2023 RECORD DRAWINGS 12/2023 COB SIGN INSTALLATION STANDARDSSCALE: NTS1UTILITY CONDUITS DETAILSCALE: NTS2