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HomeMy WebLinkAbout2695 Tschache LanePARKING REQUIREMENTS:PARKING REQUIRED: 532 SPACESRESIDENTIAL REQUIRED SPACES: 510AMENITIES REQUIRED SPACES = 22TRANSIT REDUCTION: 10% (53)REQUIRED SPACES: 479 SPACESPARKING PROVIDED:STANDARD: = 360 SPACESCOMPACT: = 36 SPACESPARALLEL: = 103 SPACESACCESSIBLE: = 21 SPACESTOTAL PARKING PROVIDED: = 523 VEHICLE SPACESBICYCLE PARKING REQUIRED:= 54 BICYCLE SPACESBICYCLE PARKING SPACES PROVIDED:= 66 INDOOR BICYCLE SPACES= 46 OUTDOOR BICYCLE SPACES= 112 TOTAL BICYCLE SPACESBLOCK FRONTAGE CLASSIFICATION:LANDSCAPED BLOCK FRONTAGE CLASSIFICATION PER BMC SECTION 38.510.FLOOR AREA RATIO BREAKDOWN: 0.62:1 (1.5:1)RESIDENTIAL GSF = 347,496 SFAMENITY: = 13,770 SFPARKING GSF: = 25,053 SFBIKE PARKING GSF: = (1,152) SFGSF ENCLOSED: = 382,967 SFBALCONY SF: = 19,932 SFSITE SUMMARY STATISTICSTOTAL SITE AREA= 15.14 ACRES (659,154 SF) OPEN SPACE PARCEL= 0.712 ACRES (31,019 SF) REMAINDER TRACT 1 COS 1256 MS 404= 14.428 ACRES (628,135 SF)EXISTING & PROPOSED BUILDINGS & STRUCTURES: = 126,708 SF (20.17%)DRIVEWAY, CIRCULATION, & PARKING AREAS: = 139,647 SF (22.22%) SEMI-PUBLIC LAND: = 220,239 SF (35.06%) PUBLIC STREET RIGHT OF WAY: = 138,571 SF (22.06%)TOTAL EXISTING FEATURES & IMPROVEMENTS= 14.428 ACRES (628,135 SF)M:\10093 VOYAGER RESIDENTIAL PARTNERS, LLC\001_27TH & TSCHACHE MULTI FAMILY\ACAD\SHEETS\MULTI FAMILY DEVELOPMENT\0 COVER.DWG PLOTTED BY:JAXSONPEDERSEN ON Mar/17/2026 VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.engineers surveyors planners scientistsMorrisonMaierle1055 Mount Avenue, Missoula, MT 59801406.542.8880www.m-m.netRECORD DRAWINGS03/2026PREPARED BY:PROJECT LOCATION2235 TSCHACHE LN, BOZEMAN, MT 59718SET NO.MORRISON-MAIERLE PROJECT NO. 10093.001APPROVED BY:APPROVED BY:MATT BOOMAVOYAGER PRINCIPALTOBY McCLUE, PE.M-M PROJECT MANAGERAPPROVED BY:CITY OF BOZEMANRECORD DRAWINGS FOR2695 TSCHACHE LANEBOZEMAN, MONTANAVICINITY MAPNOT TO SCALEQUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleXXXXXXXXXXX\XX\XX(XXXXX) XX-XXMAIN STREET, BOZEMAN, MTN 7TH AVEW BABCOCK STDURSTON RDW OAK STN 19TH AVE N 27TH AVE I-90 1999 Circle Drive, Cleveland, OH 44106 312.725.3805 www.thevoyagercompany.comLEGAL DESCRIPTION: TRACT 1, COS 1256 NW1/4 NE1/4 S02, T02 S, R05 E 14.428 ACRESZONING: R-4TSCHACHE LNBAXTER LNBOZEMAN CITY LIMITSGALLATIN COUNTY BOZEMANAREA ZONING JURISDICTIONIS NOT WITHIN VICINITY MAPSITE SUMMARYZONING DISTRICT: R-4COMMUNITY PLAN DESIGNATION : URBAN NEIGHBORHOODDENSITY REQUIREMENT: 343 UNITS/14.428 AC = 23.8 DU/AC (8 DU/ACRE)LOT AREA MINIMUM: 14.428 AC/628,135 SF SINGLE HOUSEHOLD: (4,000 SF) TOWNHOUSE/ROWHOUSE: (3,000 SF) APARTMENT FIRST/APARTMENT AFTER FIRST: (3,000/1,200 SF)LOT COVERAGE: 2.85 AC/14.428 AC = 19.8% (50% MAX.)PARKLAND REQUIREMENT: 3.81 ACRES (CASH IN-LIEU OF LAND)0.03 (DWELLING RATIO) x 12 (MAX REQUIRED DEDICATED UNITS) x 10.59 (SITE MINUS ROADS, EASEMENTS AND WETLANDS) = 3.81 ACRESOPEN SPACE REQUIRED: 42,600 SFOPEN SPACE PROVIDED: SHARED OPEN SPACE (OUTDOOR): 28,295 SF SHARED INDOOR (MAX 50%): 5,748 SF - LOBBY, CO-WORKING, FITNESS, BIKE STORAGE: 5,748 SF PRIVATE OUTDOOR (MAX 50%):12,963 SF - FLATS/APARTMENTS: 3,945 SF - 46 ROWHOMES: 8,556 SF - 3 SINGLE UNITS: 462 SFTOTAL OPEN SPACE:47,006 SF2021 ICC BUILDING CODE STATE OF MONTANA ADOPTION DATE:JUNE 10, 2022CITY OF BOZEMAN ADOPTION DATE:AUGUST 1, 2022CASH AND IMPROVEMENTS IN LIEU CALCULATIONS:3.81 ACRES (MAX DEDICATION) x 43,560 SF x $2.60 = $431,505.36SUBDIVISION TRAIL IMPROVEMENTS IN LIEU:6' WIDE GRAVEL FINES TRAIL: $8.50 PER LF x 822 LF = $6,987ADDED BENCHES ON CONCRETE PADS: $7,500WEST WINDS BIKE TRAIL:8' WIDE 6" THICK CONCRETE BIKE PATH: $18.00 PER SF x 5,000 SF = $90,000BRIDGE: $1,500 PER LF x 22 LF = $33,000DECIDUOUS TREES (TRAIL ENHANCEMENT): $650 PER TREE x 16 = $10,400COMBINED IMPROVEMENTS IN LIEU COST: $147,887$431,505.36 - $147,887 = $283,618.36 OWED TO CITY OF BOZEMANLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONPROJECT LOCATIONLOCATION MAPNOT TO SCALEARCHITECT: SOLOMON CORDWELL BUENZ95 YESLER WAY, SUITE 200, SEATTLE, WA 98104STRUCTURAL ENGINEER: DCI ENGINEERS1060 FOWLER AVE., SUITE 202 BOZEMAN, MT 59718MECHANICAL ENGINEER: ACE INC.12 N. BROADWAY, SECOND FLOOR, BELGRADE, MT 59714LANDSCAPE ARCHITECT: DESIGN 5111 NORTH TRACY AVENUE, BOZEMAN, MT 59715SEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDSEAL:SITE LAYOUT, GRADING, & DRAINAGESEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDSEAL:ROADWAY & UTILITIESSEAL IS VALID ONLY IF SIGNEDIN INK BY THE ENGINEER NAMEDSEAL:STREET LIGHTING, ELECTRICALSHEET INDEXSHEET NO.DRAWING NUMBERTITLE0C0-0COVER1C0-1GEN. NOTE AND ABBREVIATIONS2C0-2CONSTRUCTION TRAFFIC ROUTE MAP3C1-1EROSION SEDIMENT CONTROL DETAILS4C1-2WATER MAIN DETAILS5C1-3WATER SERVICE DETAILS6C1-4SEWER DETAILS7C1-5STORM DRAIN, SITE GRADING DETAILS8C1-6STORM INFIL. & STORAGE DETAILS9C1-7CURB, PAVING & CROSSWALK DETAILS10C1-8SIGNAGE & PAVEMENT MARK DETAILS11C1-9ELECTRICAL DETAILS 112C1-10ELECTRICAL DETAILS 213C2-1EXISTING SITE PLAN14C2-2SITE DEMO PLAN15C2-3EROSION, SEDIMENT CONTROL PLAN 116C2-4EROSION, SEDIMENT CONTROL PLAN 217C2-5GENERAL CIVIL PLAN18C3-1SITE UTILITY PLAN19C4-1TURBULENCE LANE WEST WATER MAIN20C4-2TURBULENCE LANE EAST WATER MAIN21C4-3N 25 AVE SOUTH WATER MAIN22C4-4N 25 AVE NORTH WATER MAIN23C4-5RH 1-8, 11, 12 WATER SERVICES24C5-1FL-1 FIRE SERVICE25C5-2FL-2, AM-3 FIRE SERVICE26C5-3FL-3 FIRE SERVICE27C5-4AM-1 FIRE SERVICE28C5-5BUILDING RH-1 FIRE SERVICE29C5-6BUILDING RH-2 FIRE SERVICE30C5-7BUILDING RH-3 FIRE SERVICE31C5-8BUILDING RH-4 FIRE SERVICE32C5-9BUILDING RH-5 FIRE SERVICE33C5-10BUILDING RH-6 FIRE SERVICE34C5-11BUILDING RH-7 FIRE SERVICE35C5-12BUILDING RH-8 FIRE SERVICE36C5-13BUILDING RH-9 FIRE SERVICE37C5-14BUILDING RH-10 FIRE SERVICE38C5-15BUILDING RH-11 FIRE SERVICE39C5-16BUILDING RH-12 FIRE SERVICE40C6-1TURBULENCE LANE SEWER MAIN41C6-2WEST DRIVE SEWER MAIN42C6-3WEST DRIVE NORTH & SOUTH SEWER MAIN43C6-4EAST SEWER MAIN44C6-5N 25 AVE SEWER MAIN45C7-1FL-1 SEWER SERVICE46C7-2FL-2 SEWER SERVICE47C7-3FL-3 SEWER SERVICE48C7-4RH-1 SEWER SERVICE49C7-5RH-2 SEWER SERVICE50C7-6RH-3 SEWER SERVICE51C7-7RH-4 SEWER SERVICE52C7-8RH-5 SEWER SERVICE53C7-9RH-6 SEWER SERVICE54C7-10RH-7 SEWER SERVICE55C7-11RH-8 SEWER SERVICE56C7-12RH-9 SEWER SERVICE57C7-13RH-10 SEWER SERVICE58C7-14RH-11 SEWER SERVICE59C7-15RH-12 SEWER SERVICE60C7-16SU-1 SEWER SERVICE61C7-17SU-2 SEWER SERVICE62C7-18SU-3 SEWER SERVICE63C7-19AM-1 SEWER SERVICE64C7-20AM-3 SEWER SERVICE65C8-1TURBULENCE LN STORM MAIN66C8-2N 25 AVE SOUTH STORM MAIN67C8-3N 25 AVE NORTH STORM MAIN68C9-1TURBULENCE WEST ROAD PLAN & PROF69C9-2TURBULENCE EAST ROAD PLAN & PROF70C9-3N 25 AVE ROAD PLAN & PROF 171C9-4N 25 AVE ROAD PLAN & PROF 272C9-5N 25 AVE ROAD PLAN & PROF 373C10-1OVERALL SITE LAYOUT PLAN + INDEX74C10-2PROPOSED SITE PLAN 175C10-3PROPOSED SITE PLAN 276C10-4PROPOSED SITE PLAN 377C10-5PROPOSED SITE PLAN 478C10-6PROPOSED SITE PLAN 579C11-1OVERALL SITE GRADE & DRAIN PLAN80C11-2GRADE & DRAIN PLAN 181C11-3GRADE & DRAIN PLAN 282C11-4GRADE & DRAIN PLAN 383C11-5GRADE & DRAIN PLAN 484C11-6GRADE & DRAIN PLAN 585C12-1SITE SIGNAGE & PAVEMENT MARKINGS86C13-1ELECTRICAL NOTES & ABBREVIATIONS87C13-2LIGHTING PLAN88C13-3PHOTOMETRICS - N 25TH AVE89C13-4PHOTOMETRICS - INTERSECTIONS90C12-1POOL DECK GRADING PLANTHIS PROJECT WASDESIGNED IN ACCORDANCEWITH STATE AND LOCAL LAWSGOVERNING ACCESSIBILITY.SET NO. GEN. NOTE ANDABBREVIATIONSCCFWEHC0-1ABDNABANDONACASPHALTIC 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. NEWSTRUCTURES OR FACILITIES ARE 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 EDITIONDATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THECONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHEREAPPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEARTHE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE ORTRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIORTO 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 MONUMENTSAND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR, CITY OF BOZEMAN, OWNER, ANDMORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURSIN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECTTO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THEMOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTSFOR 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 THESITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLICRIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THEREGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE."CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLEDWHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BYTHE OWNER OR ENGINEER. SOIL TEST PIT INFORMATION IS PROVIDED IN THE GEOTECHNICAL INVESTIGATION BY ALLIED ENGINEERING, INC. DATED OCTOBER 2005.DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THEENGINEER OR OWNER'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 MOISTURECONTENT FOR COMPACTION, 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/OR ENGINEER.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 BOZEMANMODIFICATIONS TO THE MPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION BY ALLIED ENGINEERING DATED JULY, 2005.21.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 TODESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM.24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY(MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTORSHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL 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 OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE,MATERIALS, INVERT ELEVATIONS, AND GRADE.4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING.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 OF MINIMUM COVER CANNOT BE OBTAINED, INSULATIONOF BURIED WATER PIPING MAY BE REQUIRED.6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151, UNLESS OTHERWISE NOTED.14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.17.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OFPIPE.18.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED INCONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS.19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.20.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.23.GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES.24.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THECONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.ENTITYPOWER & GASPROJECT CONTACT LISTFIRM OR AGENCYADDRESSCONTACTPHONE & EMAILNORTHWESTERN ENERGY121 EAST GRIFFINBOZEMAN, MT 59715THOMAS STEWART(888)-467-2669thomas.stewart@northwestern.comTELEPHONECENTURYLINK2707 WEST MAIN STREETBOZEMAN, MT 59718LANCE HOLJE(406) 585-2353william.holje@centurylink.comBROADBAND CABLECHARTERCOMMUNICATIONS511 WEST MENDENHALL STREETBOZEMAN, MT 59715ANDY MOLENDA(406) 586-1837amolenda@cablevision.comBROADBANDFIBER OPTICMONTANA OPTICOM144 QUAIL RUN ROADBOZEMAN, MT 59718TRENT FROST(406) 579-5224tfrost@mt-opticom.comCITYENGINEERINGCITY OF BOZEMANENGINEERING DIVISION20 EAST OLIVE STREETBOZEMAN, MT 59715LANCE LEHIGH(INTERIM CITYENGINEER)(406) 582-2284CITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTROSS KNAPPER(406) 582-2268WATER &SANITARY SEWERCITY OF BOZEMANWATER & SEWER DIVISION121 NORTH ROUSE AVENUEBOZEMAN, MT 59715NICK PERICICH(ASST.SUPERINTENDENT)(406) 582-3200ENGINEER OFCONTENTMORRISON-MAIERLE, INC.1055 MOUNT AVE., MISSOULA, MT,59801TOBY McCLUE(406) 542-4816tmcclue@m-m.netENVIRONMENTALMORRISON-MAIERLE, INC.1055 MOUNT AVE., MISSOULA, MT59801WYATT HATCH(406) 542-4835whatch@m-m.net20 EAST OLIVE STREETBOZEMAN, MT 59715PROJECTARCHITECTSOLOMON CORDWELL BUENZ95 YESLER WAY SUITE 200,SEATTLE, WA 98104CHRIS URNER(206) 299-0085chris.urner@scb.comSheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSRECORD DRAWINGS 06/202503/2026 FDC WP 1 WP 3WP 4 WP 2WP 1WP 3WP 4WP 2 12345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1 WP 3WP 4WP 2 11J'WP 1 WP 2 WP 1 WP 2 WP 1 WP 3 WP 2 WP 2 WP 3 WP 1 WP 2 WP 3 WP 1 WP 1 WP 3 WP 2 WP 2 WP 3 WP 1 WP 3 WP 1 WP 2 WP 3 WP 1 WP 2WP 3 WP 1 WP 2WP 3 WP 1 WP 2WP 3 WP 1 WP 2 WP 3 WP 1 WP 2 WP 3WP 1 WP 2 WP 3 WP 1 WP 2 WP 3 WP 1 WP 2 WP 3WP 1WP 2WP 3 WP 1WP 2TSCHACHE LN OAK STINTERSTATE9019THAVEN19THAVENTOPROPOSEDSITEBAXTERLNAVEN27TH LEGENDCONSTRUCTIONTRAFFIC -ENTERINGCONSTRUCTIONTRAFFIC - EXITING2004001002000SCALE IN FEET1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OFEQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMEDDURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.5.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.6.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 THECONTRACTOR.7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.9.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BYTHE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCEWITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.10.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.11.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT ANAPPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.12.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.GENERAL NOTES:CONSTRUCTIONTRAFFIC ROUTEMAPCCFWEHC0-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSRECORD DRAWINGS 06/202503/2026 10 MILPLASTIC LININGCC10'-0" (MINIMUM)VARIESCONCRETE WASHOUT TYPE CABOVE GROUND WITH STRAW BALESSECTION C-CNOT TO SCALESTAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)10 MILPLASTIC LININGBALESTRINGSTRAW BALENATIVE MATERIAL(OPTIONAL)WOOD ORMETAL STAKES(2 PER BALE)STRAW BALE(TYP)2"8"1.12" DIASTEELWIRESTAPLE DETAILNOT TO SCALECONCRETEWASHOUT4" x 4" x 8'WOODPOST48" x 24" PLYWOODPAINTED WHITE6" BLACK LETTERSLAG SCREWSWITH WASHERS(4 TOTAL)3'-0"3'-0"CONCRETE WASHOUT SIGNMAY BE SUBSTITUTED WITHAPPROVED EQUALNOTES:1.THE ACTUAL LAYOUT OF THE CONCRETE WASHOUT FACILITY SHALLBE DETERMINED IN THE FIELD.2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN THIRTYFEET (30') OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETEWASHOUT FACILITIES SHALL BE REMOVED FROM THE PROJECTSITE AND DISPOSED OF OR RECYCLED.4.HOLES, DEPRESSIONS, OR OTHER GROUND DISTURBANCE CAUSEDBY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUTFACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TOPREVENT EROSION.4655.004654.504654.504654.004653.504653.004652.504652.00XXXXXXXXXXXXXXXXXFOLLOW LEVELCONTOUR WITH ENDSPOSITIONED UPHILLSILT FENCESET 10' (MIN) AWAYFROM STEEP SLOPEOR TOE OF FILLPREVENT FLOWAROUND ENDS BYBRINGING UPSLOPEDRAINAGE AREAWOVEN FABRIC(MIRAFI 100X OR EQUAL)OVER WIRE MESH(9 CA, 6x6 MESH)10' (MAX)5' MAX IF SLICING METHOD USED FORINSTALLATIONLEVELCONTOURNO SLOPEFASTEN WITH THREE (3)50# DIAGONAL CABLE TIESWITHIN TOP EIGHT INCHES (8")OF FABRIC2x2 CONSTRUCTIONGRADE LUMBER,FOUR FEET (4') LONGWRAP GEOTEXTILEAROUND STAKESBEFORE DRIVINGSIX INCH (6")MIN TRENCHPLAN VIEWELEVATION VIEWINLET GRATESIDE FLAP(SEE NOTE #4)LENGTH AND WIDTHDIMENSIONS SHALLBE PER PLANFRONT LIFTING FLAP(SEE NOTE #3)FLAP POCKET(SEE NOTE #5)USE REBAR, STEEL PIPE, ORWOOD 2"x4" FOR REMOVALMINIMUM DOUBLE STITCHEDSEAMS ALL AROUND SIDEPIECES AND ON FLAP POCKETSGEOTEXTILE FILTER FABRIC(FRONT, BACK, AND BOTTOM TOBE A SINGLE PIECE OF FABRIC)4"x6" OPENINGS WITHROUNDED CORNERSSHALL BE HEAT CUT(ONE HOLE ON EACHOF THE FOUR SIDES)12"(MIN)8"4"12"INLET PROTECT TYPE DCAN BE INSTALLED IN INLETSWITH OR WITHOUT CURB BOXESNOTES:1.TAPER BOTTOM OF BAG TO MAINTAIN THREE INCHES (3") OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE,MEASURED FROM THE BOTTOM OF THE OVERFLOW OPENINGS TO THE STRUCTURE WALL.2.GEOTEXTILE FILTER FABRIC FOR FLAPS, TOP AND BOTTOM OF OUTSIDE FILTER BAG. FRONT, BACK, AND BOTTOM OFFILTER BAG BEING ONE PIECE.3.FRONT LIFTING FLAP IS TO BE USED WHEN REMOVING AND MAINTAINING FILTER BAG.4.SIDE FLAPS SHALL BE A MAXIMUM OF TWO INCHES (2") LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES.5.FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2"x4". THE REBAR, STEEL PIPE, OR WOOD SHALL BEINSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.MAINTENANCE NOTES:WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED IN THE FABRICDOES NOT FALL INTO THE STRUCTURE. MATERIAL THAT HAS FALLEN INTO THE INLET SHALL BE IMMEDIATELY REMOVED./////////////////////±20'RADIUS(TYP)MOUNTABLE BERM /DIVERSION RIDGEPUBLIC ROAD OROTHER STABLESURFACEFLO W FLOWFLOW WATER SUPPLY TOWASH WHEELS ASNECESSARYBBAA6' (MIN)10' (MIN)20' (MIN)50' (MIN)SPILLWAYROCK BAGS OR CONTINUOUSGEOSYNTHETIC FABRIC BERMOF EQUIVALENT HEIGHTROCK BAGS MUST BEPLACED SUCH THAT NOGAPS ARE EVIDENTNOTE:USE ROCK BAGS TO CHANNELIZERUNOFF TO BASIN AS REQUIRED.SEE NOTES2% OR GREATERMOUNTABLE BERM / DIVERSION RIDGE ISREQUIRED WHERE GRADE EXCEEDS 2%FILTER FABRICSECTION A-ANOT TO SCALE6' (MIN)12" (MIN)6" (MIN) CLEARWASH RACKWASH RACKSUPPORTFILTER FABRICSECTION B-BNOT TO SCALENOTES:1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR, AND/OR CLEANOUT OF ANY MEASURESUSED TO TRAP SEDIMENT.2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY AT THE SHOWNWASH RACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.3.USE A WASH RACK DESIGNED AND CONSTRUCTED/MANUFACTURED FOR THE ANTICIPATED TRAFFIC LOADS. CONCRETE,STEEL, OR OTHER MATERIALS ARE ACCEPTABLE. PRE-FABRICATED UNITS SUCH AS CATTLE GUARDS ARE ACCEPTABLE.USE A MINIMUM DIMENSION OF SIX FEET BY TEN FEET (6' x 10'). ORIENT DIRECTION OF RIBS AS SHOWN ON THE DETAIL.4.INSTALL WASH RACK PRIOR TO, ALONG SIDE OF, OR AS PART OF THE TEMPORARY CONSTRUCTION ENTRANCE.5.KEEP AREA UNDER WASH RACK FREE OF ACCUMULATED SEDIMENT. IF DAMAGED, REPAIR OR REPLACE WASH RACK.6" (MIN) THICKNESS OF2" TO 3" COURSEAGGREGATENOT TO SCALESILT FENCE INSTALLATION DETAILNOT TO SCALECONCRETE WASHOUT FACILITY DETAILNOT TO SCALEINLET PROTECTION TYPE D DETAILNOT TO SCALETEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK DETAILEROSION SEDIMENTCONTROL DETAILSCCFWEHC1-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSINSTALL STAKEPERPENDICULAR TO SLOPEFACESET WATTLE IN A 2-3" DEEPTRENCHDRIVE STAKE UNTIL2-3" REMAINSEXPOSEDCOMPACTEXCAVATEDSOIL ON UPSLOPESIDEINSTALL WITH18" OR 24" 1x1WOOD STAKESRECORD DRAWINGS 06/2025 NOT TO SCALESTRAW WATTLE DETAIL03/2026 NOT TO SCALETHRUST BLOCKING FOR WATER MAIN VALVES DETAIL02660-3NOT TO SCALETYPICAL VALVE / TEE RESTRAINT DETAIL02660-10NOT TO SCALETHRUST BLOCKING FOR WATER MAIN FITTINGS DETAIL02660-1WATER MAINDETAILSCCFWEHC1-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALEWATER AND SEWER MAIN SEPARATION DETAIL02660-2NOT TO SCALEBLOWOFF VALVE DETAIL02660-7NOT TO SCALEFIRE HYDRANT DETAIL02660-4NOT TO SCALETYPICAL UTILITY TRENCH DETAIL02221-1NOT TO SCALEHYDRANT LOCATION DETAIL02660-5RECORD DRAWINGS 06/202503/2026 WATER SERVICEDETAILSCCFWEHC1-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALEWATER SERVICE LINE DETAIL - FOR SIZES 4" AND LARGER02660-12NOT TO SCALETYPICAL RISER CONFIGURATION (4" AND LARGER) DETAIL02660-12ANOT TO SCALEWATER SERVICE LINE DETAIL02660-6NOT TO SCALEWATER SERVICE LINE (2" AND SMALLER) DETAIL02660-15STANDARD FIRE SERVICE LINE INSTALLATIONFOR CLASS I, II, & III SYSTEMS02660-13RECORD DRAWINGS 06/202503/2026 (MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADEMINIMUM DEPTH OF6" MINUS PITRUNMINIMUM DEPTH OF 1-1/2"MINUS CRUSHED BASECOURSE3"9"8"NATIVE GROUNDNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.NOT TO SCALEECCENTRIC MANHOLE DETAIL02720-3NOT TO SCALESTANDARD STRAIGHT MANHOLE DETAIL02720-4SEWER DETAILSCCFWEHC1-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALETYPICAL UTILITY TRENCH DETAIL02221-1NOT TO SCALESANITARY SEWER SERVICE LINE DETAIL02730-2NOT TO SCALESANITARY SEWER CLEANOUT DETAIL02730-4NOT TO SCALETYPICAL MANHOLE CHANNEL DETAIL02720-7NOT TO SCALEDEEP SANITARY SEWER SERVICE DETAIL02730-3RECORD DRAWINGS 06/2025 NOT TO SCALESEWER ALL WEATHER ACCESS03/2026 ROOF DRAIN TRUNKLINE:SDR35 PVC @ 0.5% MIN. SLOPE(DIA. PER PLAN)45° BEND45° BEND AND 45° SERVICE WYE CONNECTION TOROOF DRAIN TRUNKLINEFINISHED GRADE1.5' MIN. COVER SLOPE PER PLANEXTERIOR BUILDING WALLDOWNSPOUT AND AIR GAP (DETAILS AND LOCATION PERARCHITECTURAL PLAN)2" MIN.6" SDR35 PVCDOWNSPOUT CONNECTION6" MIN.STORM DRAIN, SITEGRADING DETAILSCCFWEHC1-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALESTANDARD SQUARE STORM DRAIN INLET DETAIL02720-1ANOT TO SCALETYPICAL ROOF DRAIN - DOWNSPOUT CONNECTIONSECTION AA B SECTION BNOT TO SCALESTANDARD STRAIGHT MANHOLE DETAIL02720-4NOT TO SCALECOMBINATION MANHOLE AND CURB INLET DETAIL02720-1BNOT TO SCALESTORM DRAIN INLET DETAIL02720-10RECORD DRAWINGS 06/2025 NOT TO SCALESTORM SEWER OUTLET ENERGY DISSIPATION DETAILNOT TO SCALESEWER AND STORM DRAIN MANHOLE DETAIL02720-303/2026 24SD 24SD12SD >>>>>>>>> > > > 24SD 24SDBP BP BP BP BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNG 6W>>>>>>> >>>>>472247234724472547264727472847214721471047204730474047104720473047400+001+002+002+41471047204730474047104720473047400+001+001+55STORM INFIL. &STORAGE DETAILSCCFWEHC1-6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS31VARIESESTABLISH NATIVE VEGETATIVECOVER WITH SEED OR SOD31WSE (TYP.)PATIO BEYONDINFILTRATION SWALE DETAILNOT TO SCALECATCH SLOPE(VARIES)NOT TO SCALESTORM DRAIN DEBRIS RACK02720-11RECORD DRAWINGS 06/2025 AB N 25TH AVEDETENTION POND DETAIL - PLAN VIEWNOT TO SCALEDETENTION POND DETAIL - SECTION ANOT TO SCALEDETENTION POND DETAIL - SECTION BNOT TO SCALE1.5'1.5'WSE (TYP.)WSE (TYP.)CATCH SLOPE(VARIES)CATCH SLOPE(VARIES)CATCH SLOPE(VARIES)CATCH SLOPE(VARIES)41414141DO NOT DISTURB LIMITS SHOW IN HATCHED AREA03/2026 NOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.4.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.5.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDINGONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE.6.GEOTECHNICAL REPORT SHALL GOVERN SECTION. GEOTECHNICAL REPORT COMPLETED BY TERRACON ON JULY 29, 2022.MIRAFI 140N SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL OF 1-1/2" CRUSHED AGGREGATECONFORMING TO MPWSS AND CITY OFBOZEMAN STANDARD SPECIFICATIONS16"3" ASPHALTCONCRETE PAVEMENTSUBGRADE SCARIFIED, MOISTURECONDITIONED, & COMPACTED TO 95%.NATIVE GROUNDNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.4.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITHAASHTO MP1 COMPACTED TO A MINIMUM OF 97% OF THE MARSHALL UNIT WEIGHT.5.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDINGONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT (10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE.MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE.6.GEOTECHNICAL REPORT SHALL GOVERN SECTION. GEOTECHNICAL REPORT COMPLETED BY TERRACON ON JULY 29, 2022.MIRAFI 140N SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUAL OF 1-1/2" CRUSHED AGGREGATECONFORMING TO MPWSS AND CITY OFBOZEMAN STANDARD SPECIFICATIONS16"4" ASPHALTCONCRETE PAVEMENTSUBGRADE SCARIFIED, MOISTURECONDITIONED, & COMPACTED TO 95%.NATIVE GROUND4"(MIN) CLASSM-4000 CONCRETE6"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFSIDEWALK.2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADESECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSEDSUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURECONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION02235 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO AMINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.4.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBSFIBERMESH PER CUBIC YARD.5.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFCROSSWALK.PLAN VIEW1'-0"6'-0"1'-0"AA5-1/2" CONCRETE PAVEMENT6" (MIN.) DEPTH1-1/2" CRUSHED BASE COURSE8" (MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADEMIRAFI 600X SUBGRADESEPARATION FABRIC ORENGINEER APPROVED EQUALNATIVE GROUNDPROVIDE BONDING AGENTBETWEEN POURSCURB &GUTTERDOWEL TO CURB WITH (2) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 3" CENTERS, CENTERED IN SLAB (TYP)DOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)TOOLED JOINT WITH1/2" DEPTH AND 1/4"MAXIMUM RADIUS (TYP)SAWCUT JOINT WITH 1-1/2"DEPTH AND 1/4" WIDTHMAXIMUM (TYP)DOWEL DIFFERING CONCRETE WITH#10 x 12" EPOXY COATED REBAREVENLY SPACED ON 18" CENTERS,CENTERED IN SLAB (TYP)CROSSWALK CONCRETECOLOR AND STAMP PATTERNAS APPROVED BY OWNERAND/OR ARCHITECTFILL CONSTRUCTIONJOINT WITH SEALANTMATERIALSTANDARD CONCRETEFOR BORDERCURB &GUTTERLENGTH PER PLAN5'-0"VARIES5'-0"1'-0"1'-0"RAMP SLOPE12(H) : 1(V) MAX*COLOR ASAPPROVED BYOWNER*NOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMPMAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAININGTHREE INCHES (3") CLEAR.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACTGUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THEGUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BEMORE THAN FIVE FEET (5') FROM THE FLOWLINE.4.DETECTABLE WARNING SURFACES MUST BE CAST IRON OR DUCTILE IRON FOR RAMPS WITHIN PUBLIC RIGHT-OF-WAY AND THAT ARE MAINTAINED BY THE CITY PER THE CITY OF BOZEMAN MODIFICATIONS TO MPWSS SECTION 02529.3.11.B5. RAMP AND CURB MAY BE POURED MONOLITHICALLY.6. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.SIDEWALK INSTALLED PERDETAIL ON THIS SHEET6" (MIN) THICK CONCRETE OVER6" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKDOWEL (TYP)TRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALTLIGHT DUTY ASPHALT PAVEMENT DETAILCURB, PAVING &CROSSWALKDETAILS CCFWEHC1-7SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALESTANDARD FILLET DETAIL02529-2NOT TO SCALEBOULEVARD SIDEWALK PEDESTRIAN RAMP02529-8NOT TO SCALE02529-18NOT TO SCALECONCRETE SIDEWALK DETAILHEAVY DUTY ASPHALT PAVEMENT DETAILNOT TO SCALENOT TO SCALESIDEWALK RAMP DETAILNOT TO SCALEDECORATIVE SIDEWALK CROSSING DETAILNOTE: CONCRETE DRIVEWAY APPROACHSHALL BE 6" THICK CONCRETE WITH 8" THICK1-1/2" MINUS AGGREGATE BASE FOR ROADWAYAPPROACHES. CONCRETE DRIVEWAYAPPROACH SHALL BE 5.5" THICK CONCRETEWITH 6" THICK 1-1/2" MINUS AGGREGATE BASEFOR DRIVEWAY APPROACHES.NOT TO SCALECLASS II TRAIL TYPICAL SECTION02529-8RECORD DRAWINGS 06/2025 DETAIL IS NOLONGER UT IL IZEDFOR TH IS PROJECTSEE SECTIONS FROM ALLIEDENGINEERINGRECOMMENDATIONS DATEDMAY 6, 2024SEE SECTIONS FROM ALLIEDENGINEERINGRECOMMENDATIONS DATEDMAY 6, 2024 03/2026 RESERVEDPARKINGVANACCESSIBLE$100 FINEPERMIT REQUIREDRESERVEDPARKING$100 FINEPERMIT REQUIRED5'-0"1"18"6"12"1"6"1"6"STANDARDACCESSIBLE PARKINGSPACE SIGN ASSEMBLYVANACCESSIBLE PARKINGSPACE SIGN ASSEMBLY18"12"$100 FINEPERMIT REQUIRED1.5"0.5"1"1.5"1.5"12"$100 FINE PLAQUE DETAILNOTES:1.SIGNS MAY ALSO BE MOUNTED ON BUILDING FACE AS APPLICABLEAND APPROVED BY OWNER.2.SIGNS SHALL BE MOUNTED TO POST OR BUILDING USINGNEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLICWASHERS.R7-8NA(NO ARROW)12" x 18"R7-8NA(NO ARROW)12" x 18""$100 FINE"PLAQUE12" x 6"R7-8A12" x 6""$100 FINE"PLAQUE12" x 6"2" SQUAREPERFORATEDGRADE 50STEEL POSTFINISHEDGROUNDSURFACEWHITEBACKGROUNDSIGN BLANK & BORDERSAME AS R7-8A1.5" GREENSERIES DLETTERS1" GREEN SERIESD LETTERSSIGN POST FOUNDATIONPER DETAIL 09810-1 THIS SHEETNATIVE GROUND5'-7"28"MINIMUM24"MINIMUM***BLUE PAINT***±5'-2"±4'-8"**WHITE PAINT - STROKE WIDTH = 3" (MIN)REFER TO "STANDARD HIGHWAY SIGNS,2004 EDITION" APPENDIX (PAGE 6-31)FOR HANDICAPPED SYMBOL DESIGNTLschachenTurbulenceLn3'-0"9"112"6"112"412"D3-1-1112"6"112"9"412"3'-6"D3-1-2TradeWindLn112"6"112"9"412"3'-6"D3-1-32A7NTHve3'-0"9"112"6"112"412"D3-1-4ACCESSIBLE PARKING SIGN INSTALLATION DETAILACCESSIBLE PARKINGPAVEMENT MARKING DETAILSIGNAGE &PAVEMENT MARKDETAILSCCFWEHC1-8SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNOT TO SCALETYPICAL PAVEMENT MARKINGSFOR PEDESTRIAN CROSSINGS02581-1NOT TO SCALETYPICAL STREET MARKERSIGN LOCATION DETAIL09810-4NOT TO SCALESIGN INSTALLATION STANDARDS DETAIL09810-1NOT TO SCALESTREET NAME SIGN DETAILSRECORD DRAWINGS 06/2025 NOT TO SCALENOT TO SCALEFILL POST w/ CONCRETE4'-0" 8'-0"1'-6"3" MIN.PAINT OSHA YELLOW6" SCH. 40 STEEL PIPEFILLED W/ CONC. WITHTOP ROUNDED.PAVEMENT ORFINISHED GRADE2500 PSI P.C.CONCRETE MINIMUM(TYP.)PROPOSEDBUILDINGNOT TO SCALEBOLLARD DETAIL03/2026 RAL 6005HUNTERGREENRECORD DRAWINGS 06/2025SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSELECTRICALDETAILS 1CCFWEHC1-903/2026 REINFORCEDHAND HOLE & COVERSINGLE MEMBER TYPEMASTARM2'-0"2'-0" MIN.30'MAST ARMTYPE E1 - 6 FTFINISHED GRADESIDEWALKLONG REINF.SEESCHEDULEANCHORBOLTS FROMPOLE MANF.2'-6"7'HORIZ. TIESSEESCHEDULEPROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER.PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR.DEPTH BELOW FINISHED GRADE.SPACE LONG. STEEL EVENLY AROUND PERIMETER.PROVIDE REINF. CLEARANCE PER ANCI 318.*** ************FINISHGRADE24"SEE SITE PLANFOR CONDUIT SIZE1" CHAMFERREINFORCED CONC.BASE BY E.C.BUSH CONDUITSBASE COVERPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSE HOLDERSSHALL BE BUSS "TRON" HEBWATERPROOF. SIZE OF FUSESHALL BE AS REQUIRED BYLUMINAIRE MANUFACTURER.CONNECT GROUND TO POLEBASE W/ BOUNDRY #GB4CPROJECT ANCHOR BOLTS 3" MIN.ABOVE TOP OF BASE. PROVIDEDOUBLE NUTS FOR LEVELING UNIT(ONE ABOVE AND ONE BELOW BASEFLANGE). GROUT VOID BETWEENBASE FLANGE AND TOP OFCONCRETE, LEAVING DRAIN HOLE.HAND FINISH.THWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUHANDHOLE - 4" X 6" (NOMINAL)LIGHT FIXTURE BASE SCHEDULE *****POLEHEIGHTSIZELONGSTLHORIZONTALSTL **14' - 30'DEPTH ***HEIGHT AFG7'-0"24" Ø(6) # 6 ****#3 AT 12" O.C.BOLT COUPLING(BREAKAWAY TYPE)BREAKAWAY BOLTCOUPLINGBOLT COVERBREAKAWAY BOLTCOUPLING (ONEOF FOUR)NOTE:CONTRACTOR SHALL COORDINATE AND PROVIDEBOLT COVER FROM THE POLE MANUFACTURER TOENSURE THE CLEANEST LOOK POSSIBLE.6"TYPE IMINIMUM INSIDE DIMENSIONSW = 12 INCHESL = 18 INCHESD = 12 INCHESPULL BOX COMPOSITE1" CLEAN STONEDRAINAGECOPPER OR EQUALCONCRETE SIDEWALK OR PAVERSCONDUIT IN PLACEAS REQUIRED. ELECTRICAL BOND, NO.6 AWGPROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRESNOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.CITY LIGHTINGHOLD DOWN BOLTS LUMINAIRE SCHEDULESYMBOLTYPELAMPSLUMENSDESCRIPTIONSMANUFACTURERCATALOG NO. OR SERIESMOUNTING/VOLTAGEE138WLED4,138 RATED (3,972 WITHADJUSTABLEWATTAGESELECTOR)FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON 30FT ROUNDTAPERED STEEL POLE WITH 6FT ARM. MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS.PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. PROVIDE ARMAND POLE PER CITY OF BOZEMAN STANDARDS. LUMINAIRE SELECTION AND PLACEMENT ISBASED ON NEW DRAFT STANDARD FOR OUTPUT. SET FIELD ADJUSTABLE WATTAGE SELECTORTO .9PHILIPSRFS-35W-16LED-2.7K-G2-R2M-UNV-FAWS-DMG-RCD7-HS-CUSTOMCOLOR RAL 6005POLE/2401PULL BOX DETAILNOT TO SCALE2TYPE E1 LUMINAIRE DETAILNOT TO SCALE4POLE BASE DETAILNOT TO SCALE3BREAKAWAY BOLT COUPLING DETAILNOT TO SCALESheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSELECTRICALDETAILS 2CCFWEHC1-10RECORD DRAWINGS 06/202503/2026 S89°39'17"W 661.13'N1°27'25"E 833.73'N89°45'16"W 413.83'S1°28'13"W 320.88'S89°53'55"W 247.21'S1°28'13"W 482.48'S1°27'31"W 666.81'W W W W W W WWWWWW WWWWWWWW W W W W W W W WWWWWWWWWWW W WBP BP BP BP NG S S SSSSSS SSSSS SOOOOOOOOOOOOOOOO21 26 27 2829 30 31 32 33 204 1604230 S S S S S S CO 22 201 W W W WWWWWWWWW W WBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBFBFBFBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFNGNGBTVBTVBFBFBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTSDSDBTVBTVBTVBTVBTVBTVBTVBTVSSSSSSSSSSSSSDSDBTV WWBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPP EFDET E ST P T DES T D BTV S W W W W W W NGNGNGNGNGNGNGNG4725472547254725 47 3 0 47 3 5 4730 4 7 3 5 473547354735 4735 47404740 CONTROL POINT TABLEPOINT #212226272829303132332012041604230NORTHING127139.31126326.89127581.67127581.84127583.20127456.98127136.12127196.45127197.68127137.60126308.34126975.01127121.01EASTING373424.47373498.13373834.86373894.64374142.06373891.32373883.37373824.93373516.09373514.42374109.53374126.57373671.60ELEVATION4731.274743.164726.584725.924723.174727.674731.144731.284731.024730.974737.794728.194732.02DISCRIPTIONRBBM ABOLTYPC 15213 EINCYPC 15213 EINCAC 15213 EINCYPC 15213 EINCRBYPC 15213 EINCYPC 15213 EINCYPC 15213 EINCNAILACMON WELLOOSBFNGBPBTVWOHPCODYHWVS5010025500SCALE IN FEETLEGENDEXISTING FOOT TRAILS30' WATER EASEMENTDOC. NO. FM. 198 PG. 4010EXISTING WATERCOURSE AND TRAIL EASEMENTEXISTING BUILDINGEXISTING PARCEL BOUNDARYEXISTING CURBEXISTING CHAIN LINK FENCEEXISTING ROAD CENTERLINEEXISTING SANITARY SEWEREXISTING BURIED FIBEREXISTING BURIED GASEXISTING BURIED POWEREXISTING BURIED TELEVISIONEXISTING WATER MAINFOUND MONUMENTEXISTING OVERHEAD POWEREXISTING CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING MONUMENT BOXEXISTING LIGHT POLEEXISTING MANHOLE - SANITARY SEWEREXISTING MANHOLE - WATEREXISTING SUMPEXISTING STORM DRAIN VAULTEXISTING SIGN POSTEXISTING PUBLIC STREET EASEMENTEXISTING TOP OF BANKEXISTING PUBLIC SEWER AND WATER EASEMENTEXISTING WATER UTILITY EASEMENTWETLAND BOUNDARY PERPOWER ENGINEERS WETLANDDELINEATION REPORTOCTOBER 2021PHYSICAL ACCESS APPROACHES TO PROPERTYDRAINAGE POND EASEMENTDOC. NO. 2207560STORM DRAINAGEPIPELINE EASEMENTDOC. NO. 2207562STORM POND30' SEWER AND WATERPIPELINE AND ACCESSEASEMENT DOC NO. 220755924" PVC SEWER STUBRIM ELEVATION: 4732.06DIRT MOUNDPHYSICAL ACCESS APPROACHES TO PROPERTYTSCHACHE LANE 60' ROW TRADE WIND LANE 60' ROW BAXTER LANE50' ROWNORTH 27TH AVENUE90' ROWNORTH 25TH AVENUE60' ROWROOTED INVESTMENTS INC130 NAT IQUE WAYBELGRADE, MT 59714 -9313ANNIE SUBD IV IS ION , PHASE 2PLAT: J -204 -APROWELL I I INC45 SHEFF IELD PL SOUTH INGTON ,COURT, 06489 -1364ANNIE SUBD IV IS ION , PHASE 2PLAT: J -204 -ACITY OF BOZEMANANNIE SUBD IV IS ION , PHASE 2PLAT: J -204BOZEMAN WESTAPARTMENTS LP101 E FRONT ST STE 304MISSOULA ,MT 59802 -4474COS 1256A LOT BBSC CONDO &STRUCTURE D CONDOMASTER FOR LANDBOZEMAN, MT 59715BSC SUBD IV IS IONOPEN SPACEMINOR SUBDIVISION 4040.71 ACRESFARMHOUSE PARTNERSBAXTER LIM PARTNERSHIPBOZEMAN, MT 597152555 W COLLEGE ST STE B:BOZEMAN, MT 59718-3948MINOR SUBDIVISION 404AWESTWINDS SUBDIVISIONPHASES 2A AND 2B PUBLIC STREET EASEMENT DOC. NO. 2207561PUBLIC STREET EASEMENT DOC. NO. 2207561PUBLIC STREET EASEMENT DOC. NO. 2207561 PUBLIC STREET EASEMENT DOC. NO. 2207561 EXISTING CONIFEROUS TREEBobcat Coordinate System, NAD83(2011) perthe "Rocky Mountain Tribal CoordinateReference System" Handbook and User Guide,Published September 30th 2014 andsubsequent revisions, established byobservations with survey-grade GNSSreceivers.SURVEYORS NOTES:1.PROJECT LOCATION LIES IN SECTION 2, TOWNSHIP 2 SOUTH, RANGE 5 EAST, P.M.M., GALLATIN COUNTY, MONTANA.2.BURIED UTILITIES ARE SHOWN AS INDICATED BY FIELD LOCATES AND RECORD MAPS FURNISHED AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD.MORRISON-MAIERLE ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THOSE RECORDS. FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TODESIGN CONTACT THE UTILITY OWNER/AGENCY. ONE CALL LOCATES 800-424-5555, TICKET NOS. 21135762, 21135763, AND 21135764.3.MONUMENTS FOUND ARE SHOWN HEREON.4.PROPERTY ADDRESS: 2695 TSCHACHE LANE, BOZMEAN, MT 59718.5.FLOOD ZONE CLASSIFICATION: FIRM PANEL 30031C0804D EFF. 9/1/2011. FEMA WEBSITE STATES THAT PANEL IS NOT PRINTED AND THAT IT IS IN "AREA OF MINIMAL FLOOD HAZARD - ZONE X".6.GROSS LAND AREA: SUBJECT PROPERTY = 14.42 ACRES.7.ZONING FOR THE SUBJECT AREA IS R-4 (RESIDENTIAL HIGH DENSITY DISTRICT). NO ZONING REPORT OR LETTER HAS BEEN PROVIDED TO THE SURVEYOR.8.NAMES OF ADJOINING OWNERS ARE SHOWN HEREON.9.OFFSITE EASEMENTS AND SERVITUDE'S, IF APPLICABLE, ARE SHOWN.MAIN STREET, BOZEMANW OAK STBAXTER LANEDURSTON RDW BABCOCK STN 19TH AVE N 7TH AVE I-90N 7TH ST EXITPROJECT LOCATIONGALLATIN COUNTYFAIRGROUNDSEMILY DICKINSON SCHOOLTURBULENCE LN 60' ROW TRACT 1COS 1256A14.42 ACRESEXISTING 28.7'ELECTRICAL EASEMENT115F 70645' PUBLIC STREET &UTILITY EASEMENT179F 2091VICINITY MAPNOT TO SCALEWATER VALVE RIMELEVATION: 4741.34WATER VALVE RIMELEVATION: 4741.50WATER VALVE RIMELEVATION: 4740.43WATER VALVE RIMELEVATION: 4740.46WATER VALVE RIMELEVATION: 4736.92WATER VALVE RIMELEVATION: 4734.80WATER VALVE RIMELEVATION: 4730.49WATER VALVE RIMELEVATION: 4731.02WATER VALVE RIMELEVATION: 4730.47WATER VALVE RIMELEVATION: 4730.40WATER VALVE RIMELEVATION: 4730.95WATER VALVE RIMELEVATION: 4731.45WATER VALVE RIMELEVATION: 4735.21WATER VALVE RIMELEVATION: 4731.73SUMP RIMELEVATION: 4740.55DETENTION OUTLETSTRUCTUREELEVATION: 4721.17SANITARY SEWER MHRIM ELEVATION: 4740.86SANITARY SEWER MHRIM ELEVATION: 4731.70SANITARY SEWER MHRIM ELEVATION: 4731.00SANITARY SEWER MHRIM ELEVATION: 4731.01SANITARY SEWER MHRIM ELEVATION: 4729.508" DUCTILE IRONWATER MAIN8" DUCTILE IRONWATER MAIN8" DUCTILE IRONWATER MAIN8" DUCTILE IRONWATER MAIN8" DUCTILE IRONWATER MAIN8" DUCTILE IRONWATER MAINSTUB8" DUCTILE IRONWATER MAIN12" DUCTILE IRONWATER MAIN10" DUCTILE IRONWATER MAIN10" DUCTILE IRONWATER MAIN10" PVCSEWER MAIN10" PVCSEWER MAINSTUB8" PVCSEWER MAIN8" PVCSEWER MAIN24" ASBESTOSCONCRETESEWER MAINPUBLIC STREET EASEMENT DOC. NO. 2207561 SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSEXISTING SITE PLANCCFWEHC2-1STORM DRAIN DITCHRECORD DRAWINGS 06/2025 SURVEYED THALWEGDATUM USED FOR RECORD DRAWINGS: NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPBPBPNGSSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSSCO22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBF BF BF BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFNGNGNGBTVBFBFBPBPBPBPBPB P BTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBP BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SD SD BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S SSD SD BTVW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDTESTPTESTDBTVSWWWWWWNGNGNGNGNGNGNGNG473047354740474047354735473047304725472547355010025500SCALE IN FEETKEY NOTESREMOVE EXISTING TREEREMOVE & RELOCATE EXISTING FIRE HYDRANTPRESERVE AND PROTECT BURIED FIBERPRESERVE AND PROTECT BURIED POWERPRESERVE AND PROTECT FIRE HYDRANTREMOVE AND RELOCATE 800 LF OF BURIED POWERREMOVE AND RELOCATE 800 LF OF NATURAL GASRETAIN AND PROTECT BURIED TELEVISIONPRESERVE AND PROTECT EXISTING WETLANDSCONTRACTOR SHALL CLEAR AND GRUB TOPSOIL FROMSITE. APPROXIMATELY 6" PER GEOTECHNICAL REPORT.PRESERVE & PROTECT EXISTING DETENTION OUTLET STRUCTURE.PRESERVE & PROTECT EXISTING SANITARY SEWER MANHOLEABANDON EXISTING WATER MAIN STUB AND REMOVE BACK TO MAIN.PRESERVE & PROTECT EXISTING CONCRETE ROAD APPROACH AND SIDEWALK213SITE DEMO PLANCCFWEHC2-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSDEMOLITION NOTES1.CONTRACTOR TO VERIFY EXTENTS OF REMAINING DEMOLITION ANDREQUIREMENTS PRIOR TO BIDDING.2.DEMOLITION SHALL NOT PROCEED UNTIL EROSION & SEDIMENTATION CONTROLMEASURES HAVE BEEN INSTALLED.3.ASPHALT SHALL BE NEATLINE SAWCUT BY METHOD APPROVED BY ENGINEER.4.WHERE EXISTING CURB OR SIDEWALK IS NEATLINE SAWCUT FOR REMOVAL,REMOVE BACK TO NEAREST EXISTING CONTRACTION JOINT. VERIFY EXISTING JOINTLOCATIONS PRIOR TO BIDDING.5.CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION WASTE IN A LAWFULMANNER FOLLOWING ALL LOCAL CITY, STATE AND FEDERAL REGULATIONS.6.CONTRACTOR SHALL TAKE CARE TO PRESERVE & PROTECT EXISTING CONCRETESIDEWALK, CURB & GUTTER AND ASPHALT TO THE MAXIMUM EXTENT POSSIBLE.ANY SIDEWALK, CURB & GUTTER AND ASPHALT NOT CALLED OUT FOR REMOVALAND DEEMED UNNECESSARY BY ENGINEER SHALL BE REPAIRED AT CONTRACTOR'SEXPENSE.7.REMOVAL OF ANY EXISTING PRIVATE UTILITY LINE SHALL BE COORDINATED WITHOWNING UTILITY COMPANY PRIOR TO REMOVAL.8.WETLAND DELINEATION PERFORMED BY POWER ENGINEERS. SEE OCTOBER 2021WETLAND REPORT FOR SPECIFIC INFORMATION .124345555567667789103114341212EXISTING"BAXTERAPARTMENTS"DEVELOPMENT13999RECORD DRAWINGS 06/2025 10101010TSCHACHE LANE60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROWEXISTINGSTORMWATERDETENTION POND244TRADE WIND LANE60' ROW11131313SAWCUT LINE(TYP.)REMOVE 230 SF OFEXISTING ASPHALTREMOVE 10LF OF EXISTINGCURB & GUTTERREMOVE 10LF OF EXISTINGCURB & GUTTERREMOVE 59 LF OF EXISTINGSANITARY SEWER MAINREMOVE 40 LF OF EXISTINGSANITARY SEWER MAINAND CLENAOUT13REMOVE 230 SF OFEXISTING CONCRETESIDEWALKREMOVE 55 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 60 LFOF EXISTING ASPHALTREMOVE 321 SF OFEXISTING CONCRETESIDEWALKREMOVE 65 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 70 LFOF EXISTING ASPHALTREMOVE 415 SF OFEXISTING CONCRETESIDEWALKREMOVE 65 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 70 LFOF EXISTING ASPHALTREMOVE 105 SF OFEXISTING CONCRETESIDEWALK14REMOVE 150 SF OFEXISTING CONCRETESIDEWALKREMOVE 65 LF OF EXISTINGCURB & GUTTER.NEATLINE SAWCUT 70 LFOF EXISTING ASPHALTREMOVE 115 SF OFEXISTING CONCRETESIDEWALKREMOVE 50 LF OFCONCRETE CURB &GUTTER AT EXISTINGAPPROACH03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPBPBPNGSSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSSCO22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVOHPOHPOHPOHPOHPOHPBTVBTVBTVBTVBTVBTVBFBFBFBFNG NG NG NG NGNGBTVBTVBFBFBPBPBPBPBPBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBF BPBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SD SD SD B TV BTV BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S S S SSD SD BTVSD W W W WBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTVPEFDETESTPTDESTTVPPDBTVSWWWWWWNGNGNGNGNGNGNGNGS89°39'17"W 661.13'N1°27'25"E 833.73'N89°45'16"W 413.83'S1°28'13"W 320.88'S89°53'55"W 247.21'S1°28'13"W 482.48'S1°27'31"W 666.81'SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSF5010025500SCALE IN FEETEROSION, SEDIMENTCONTROL PLAN 1CCFWEHC2-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTRACT 1COS 1256A14.42 ACRESZONING : R -4PROPERTYBOUNDARY(TYP.)EXISTINGSTORMWATERDETENTIONPONDINSTALL SILT FENCE ALONGWETLAND SETBACK.INSTALL SILT FENCE ALONGPROPERTY BOUNDARY. SEEDETAIL, DRAWING C1-1EXISTING WETLAND.TO BE PROTECTED.INSTALL SILT FENCE ALONGPROPERTY BOUNDARY. SEEDETAIL, DRAWING C1-1INSTALL TEMPORARYGRAVEL CONSTRUCTIONENTRANCE. SEE DETAIL,DRAWING C1-1INSTALL SILT WATTLE INDRAINAGE DITCH. SEEDETAIL, DRAWING C1-1INSTALL INLET PROTECTIONPER DETAIL, DRAWING C1-1NATURAL VEGETATIVEBUFFER WITHIN 50' OFWETLANDEROSION & SEDIMENT CONTROL NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONSTO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURESSHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WINDBLOWN SEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTIONOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TOCONTROL ON-SITE EROSION.6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLELOCAL, STATE, AND FEDERAL REGULATIONS.8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE ENDOF EACH WORKING DAY.NATURAL VEGETATIVE BUFFERMATERIALS & EQUIPMENTSTORAGE / STAGING AREATEMPORARY 30CY ROLL OFF JOBSITE DUMPSTERJOB SITE TRAILERTEMPORARYSANITARYFACILITYCONCRETEWASHOUTAREAEXISTING WETLAND.TO BE PROTECTED.RECORD DRAWINGS 06/2025 EXISTING"BAXTERAPARTMENTS"DEVELOPMENTINLETPROTECTIONTSCHACHE LANEN 27TH AVE.BAXTER LANETRADE WIND LANE03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWNGSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVOHPOHPOHPOHPOHPOHPOHPBTVBTVBTVBTVBTVBTVBFBFBFBFNG NG NG NG NG NGNGBTVBTVBFBFBPBPBPBPBPBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBF BPBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SDSD SD BTVBTV BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S S S SSD SD BTVSD W W W WBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTVPEFDETESTPTDESTTVPPDBTVSWWWWWW>>>>>>>>>>>>>>>>>>>>>>>FDCWP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 28W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGBPSSSSSS24SD12SD>>>18SD18SD18SD18SD12SD12SD12SD15SD15SD15SD15SDSSSSWSWS WS FS FSS12SD12SD>>>>6SD6SDSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>24SD24SD24SD24SD24SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD24SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWSWSWSWSWSWSWSWSWS FSSSSS12SD12SD12SD12SDNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGBFBFBFBFBFBPBPBPBPBPBFBFBFBFNGNGNGBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGBPNGNGBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG6SD6SDBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8S8S8SBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGBPBPWSWSWSWSWSWSWSWS WS8SDWS FSSSWS FSSS8SD8SD8SD8SD8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPSSSSSSSBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGNGNGBFNGBP BP>>W FSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>12SD8SD8SD BPNG6SD>>>>6SD>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BF4738 4736 47344732 4732 4732 474247404740473847364734 47324730472847264 7 2 4 4724 4722 4722 4724 4724 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF5010025500SCALE IN FEETEROSION, SEDIMENTCONTROL PLAN 2 WEHC2-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)RH-1RH-2RH-7RH-9RH-10SU-1RH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3TRACT 1COS 1256A14.42 ACRESZONING : R -4KEY NOTESINSTALL INLET PROTECTION BMP FOLLOWING COMPLETION OF NEW STORM DRAIN INLET PER DETAIL, DRAWING C1-130 CY ROLL-OFF DUMPSTERS21CONCRETEWASHOUTAREAPROPERTYBOUNDARY(TYP.)EXISTINGSTORMWATERRETENTIONPONDSSILT FENCE INSTALLED INSEQUENCE 1SILT FENCEINSTALLED INSEQUENCE 1TEMPORARY GRAVELCONSTRUCTION ENTRANCEINSTALLED IN SEQUENCE 4.TEMPORARY GRAVELCONSTRUCTION ENTRANCEINSTALLED IN SEQUENCE 1.INSTALL INLET PROTECTIONPER DETAIL, DRAWING C1-1PRESERVE NATURALGRASS BUFFER WITHIN 50'OF WETLANDEROSION & SEDIMENT CONTROL NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND THE PROJECT SPECIFICATIONS.2.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALLBE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND STORMWATER MANAGEMENT PLAN.3.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWNSEDIMENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN.4.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTIONOPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.5.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY TO CONTROLON-SITE EROSION.6.ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY APPROPRIATE EROSION CONTROL METHODS. ANY SOIL STOCKPILE THAT WILL BE DORMANT FOR OVER THIRTY (30) DAYS SHALL BE SEEDED.7.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL,STATE, AND FEDERAL REGULATIONS.8.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS ARE CLEANED AT THE END OF EACHWORKING DAY.EXISTING WETLAND.TO BE PROTECTED.PRESERVE NATURALGRASS BUFFER WITHIN 50'OF WETLAND11111111111111111111111111111N 25TH AVE.TURBULENCE LANERECORD DRAWINGS 06/2025 1111111EXISTING"BAXTERAPARTMENTS"DEVELOPMENTJOB TRAILE R TEMPORARY GRAVELCONSTRUCTION ENTRANCEINSTALLED IN SEQUENCE 2.TEMPORARY GRAVELCONSTRUCTION ENTRANCEINSTALLED IN SEQUENCE 3.SEQUENCE 4SEQUENCE 3SEQUENCE 2SEQUENCE 1TOPSOILSTOCKPILE2222PORTA POTTYTEMPORARYSANITARYFACILITYTSCHACHE LANEN 27TH AVE.BAXTER LANETRADE WIND LANEMATERIALS &EQUIPMENTSTORAGE AREAMATERIALS &EQUIPMENTSTORAGE AREAMATERIALS &EQUIPMENTSTORAGE AREAMATERIALS & EQUIPMENTSTORAGE AREA03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWNGSSSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTVBTVBTVBTVBTVBTVBTVBTVBFBFBFBFNG NG NG NG NG N G NG NG NG NG NG NG NG NG NG NGNGNGBTVBTVBFBFBPBPBPBPBPBPBPBPBPBP BPBTV BTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFNGBFBFBFBFBP BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT S D SD SD BTV BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S SSD SD BTVW W W BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTVPEFDETESTPTDESTDBTVSWWWWWWFDCWP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 2NGNGNGNGBP 24SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>24SD24SD24SD24SD24SD24SDNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGBFBFBFBFBFBPBPBPBPBPBFBFBFBFNGNGNGBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGBPNGNGBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGBPBP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGNGNGBFNGBP BP>>W>>>>>>>>>>>>>>>>>>>>>>>>>>BPNG>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BF5010025500SCALE IN FEETPROPOSED CONNECTIONTO BOZEMAN WESTAPPARTMENTSTSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE.60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROWFLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)RH-1RH-2RH-7 RH-9RH-10SU-1EXIST ING "BAXTERAPARTMENTS"DEVELOPMENTEXISTING 30' SEWER AND WATERPIPELINE AND ACCESS EASEMENTDOC. NO. 2207559EXISTING 30' WATER EASEMENTDOC. NO. FM. 198 PG. 4010PROPOSED 60' PUBLIC UTILITYAND ACCESS EASEMENTWETLAND BOUNDARYPER POWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 20211.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.SEE SHEET C0.2 FOR MORE DETAILED CONSTRUCTION ROUTE MAP EXTENDING BEYOND THE IMMEDIATE PROJECT SITE.10.SEE SHEETS C2-3 AND C2-4 FOR MORE DETAILED CONSTRUCTION MANAGEMENT PLAN AND EROSION CONTROL MEASURES.GENERAL NOTES:PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTWETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021GENERAL CIVILPLANCCFWEHC2-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSPROPOSED 24'PRIVATE UTILITY EASEMENTPROPOSED 60'PUBLIC UTILITYAND ACCESS EASEMENTRH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3RECORD DRAWINGS 06/2025 PROPOSED 60' PUBLIC UTILITYAND ACCESS EASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSEDSTORMWATERDETENTION PONDPROPOSED 30'PRIVATE UTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 30'PRIVATE UTILITY EASEMENTPROPOSED LIGHTPOLE (TYP.)PROPOSED LIGHTPOLE (TYP.)PROPOSED LIGHTPOLE (TYP.)PROPOSED STREETINTERSECTIONPROPOSED STREETINTERSECTIONPROPOSED STREETINTERSECTIONPROPOSED STREETINTERSECTIONCONSTRUCTION INCONSTRUCTION OUTCONSTRUCTION OUTCONSTRUCTION INTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY GRAVELCONSTRUCTIONENTRANCECONSTRUCTION INCONSTRUCTION OUTCONSTRUCTION IN CONSTRUCTION OUTPROPOSED 25'PUBLIC ACCESS EASEMENT03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWNGSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFNGNGBTVBFBFBPBPBPBPBPB P BTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBP BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SD SD BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S SSD SD BTVW W BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDETESTPTDESTDBTVSWWWWWWFDC WP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 28W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGBPSSSSSS24SD12SD>>>18SD18SD18SD18SD12SD12SD12SD15SD15SD15SD15SDSSSSWSWS WS FS FSS12SD12SD>>>>6SD6SDSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>24SD24SD24SD24SD24SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD24SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWSWSWSWSWSWSWSWSWS FSSSSS12SD12SD12SD12SDNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGBFBFBFBFBFBPBPBPBPBPBFBFBFBFNGNGNGBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGBPNGNGBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG6SD6SDBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8S8S8SBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGBPBPWSWSWSWSWSWSWSWS WS8SDWS FSSSWS FSSS8SD8SD8SD8SD8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPSSSSSSSBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGNGNGBFNGBP BP>>W FSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>12SD8SD8SD BPNG6SD>>>>6SD>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BFEXISTING BUILDINGEXISTING PARCEL BOUNDARYEXISTING CURBOOEXISTING CHAIN LINK FENCEEXISTING ROAD CENTERLINESEXISTING SANITARY SEWERBFNGBPEXISTING BURIED FIBEREXISTING BURIED GASEXISTING BURIED POWERBTVEXISTING BURIED TELEVISIONWEXISTING WATER MAINOHPEXISTING OVERHEAD POWEREXISTING PUBLIC STREET AND UTILITY EASEMENTEXISTING SEWER AND WATER UTILITY EASEMENTCODYHWVS8S8W6SDSSWS FS>>>BPNGBF12SD15SD18SD24SDFS(A)EXISTING 8"DUCTILE IRONWATER MAIN5010025500SCALE IN FEETEXISTING 8"DUCTILE IRONWATER MAINEXISTING 8"DUCTILE IRONWATER MAINEXISTING 8"DUCTILE IRONWATER MAINEXISTING 8"DUCTILEIRON WATERMAIN STUBEXISTING 8"DUCTILE IRONWATER MAINEXISTING 12"DUCTILE IRONWATER MAINEXISTING 10"DUCTILE IRONWATER MAINEXISTING 10"DUCTILE IRONWATER MAINEXISTING 10"PVC SEWERMAINEXISTING 10"PVC SEWERMAINEXISTING 8"PVC SEWERMAINEXISTING 8"PVC SEWERMAINEXISTING 24"ASBESTOSCONCRETESEWER MAINCONNECT TO BOZEMANWEST APPARTMENTS 8"WATER MAIN.CONNECT TOEXISTING 10"DUCTILE IRONWATER MAINTSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE60' ROWN 27TH AVE90' ROWBAXTER LANE50' ROWFLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)RH-1RH-2RH-7RH-9RH-10SU-1EXIST ING "BAXTERAPARTMENTS"DEVELOPMENTLEGEND____________________________PROPOSED BUILDINGEXISTING PARCEL BOUNDARYPROPOSED CURB AND GUTTEREXISTING CHAIN LINK FENCEPROPOSED ROAD CENTERLINEEXISTING SANITARY SEWEREXISTING BURIED FIBEREXISTING BURIED GASEXISTING BURIED POWEREXISTING BURIED TELEVISIONPROPOSED 8" SDR 35 PVC SEWER MAINFOUND MONUMENTEXISTING OVERHEAD POWEREXISTING SEWER CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING MONUMENT BOXEXISTING LIGHT POLEEXISTING MANHOLE - SANITARY SEWEREXISTING MANHOLE - WATEREXISTING SUMPEXISTING STORM DRAIN VAULTEXISTING SIGN POSTEXISTING WATER EASEMENTEXISTING WATER MAINEXISTING CONIFEROUS TREEEXISTING DECIDUOUS TREEEXISTING SEWER + WATER ACCESS EASEMENTPROPOSED WATER SERVICEEXISTING 30' SEWER AND WATERPIPELINE AND ACCESS EASEMENTDOC. NO. 2207559EXISTING 30' WATER EASEMENTDOC. NO. FM. 198 PG. 4010PROPOSED 60' PUBLIC UTILITYAND ACCESS EASEMENTEXISTING SIDEWALKWETLAND BOUNDARYPER POWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021SANITARY SEWER MHRIM ELEVATION: 4731.0124" PVC SEWER STUBRIM ELEVATION: 4732.06WATER VALVE RIMELEVATION: 4734.801.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.ALL UTILITY LINES SHOWN IN COLOR ARE PROPOSED.6.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.7.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.8.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.9.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.10.SEE ELECTRICAL FOR ELECTRICAL SITE LIGHTING, METER AND GAS METER LOCATIONS AND DESIGN. ELECTRICAL AND GAS LINES SHOWN AS A GRAPHICAL REPRESENTATION.11.SEE SHEETS C4-1 THROUGH C4-4 FOR WATER MAIN.12.SEE SHEETS C4-5 AND C5-1 THROUGH C5-16 FOR WATER SERVICES.13.SEE SHEETS C6-1 THROUGH C6-5 FOR SEWER MAIN.14.SEE SHEETS C7-1 THROUGH C7-20 FOR SEWER SERVICES.15.SEE SHEETS C8-1 THROUGH C8-3 FOR STORM MAIN.16.SEE SHEETS C11-2 THROUGH C11-6 FOR PRIVATE STORM LINES.GENERAL NOTES:PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTWETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021SITE UTILITY PLANCCFWEHC3-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSEXISTING 8"DUCTILE IRONWATER MAINPROPOSED 24.00'PUBLIC UTILITY EASEMENTPROPOSED 6" STORM DRAINPROPOSED SCH 40 PVC SEWER SERVICEPROPOSED 8" DUCTILE IRON WATER MAINPROPOSED 60'PUBLIC UTILITYAND ACCESS EASEMENTRH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3INSTALL 116 LF OF 36-INRCP CULVERTINSTALL 123 LF OF 18-INHDPE CULVERTINSTALL IRRIGATIONWELL APPX. 80'-100'DEPTHRECORD DRAWINGS 06/2025 PROPOSED 60' PUBLIC UTILITYAND ACCESS EASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSEDSAND OILINTERCEPTOREXISTINGSTORMWATERDETENTION PONDPROPOSED FIRE SERVICEPROPOSED SWALEPROPOSED BURIED POWERPROPOSED BURIED NATURAL GASPROPOSED BURIED FIBERPROPOSED 30.00'PUBLIC UTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 30'PUBLIC UTILITY EASEMENTELECTRICTRANSFORMERELECTRICTRANSFORMERELECTRICTRANSFORMERELECTRICTRANSFORMERELECTRICJUNCTIONBOXELECTRICTRANSFORMERELECTRICTRANSFORMERELECTRICJUNCTION BOX3 12-IN UTILITYCONDUITS (TYP.)ELECTRICTRANSFORMERELECTRICTRANSFORMERELECTRICTRANSFORMERPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 30.00' PUBLICUTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 10' PRIVATEUTILITY EASEMENTPROPOSED 12" STORM DRAINPROPOSED 15" STORM DRAINPROPOSED 18" STORM DRAINPROPOSED 24" STORM DRAINELECTRICTRANSFORMERREMOVE EXISTING HYDRANTAND EXTEND FIRE HYDRANTLEAD 20' SOUTH REINSTALLHYDRANT AND VALVE.ELECTRICTRANSFORMERMAILBOXCLUSTERMAILBOXCLUSTERMAILBOXCLUSTERINSTALL 33 LF OF 18-INHDPE CULVERTPROPOSED FIRE SERVICE (ABANDONED)03/2026 WW W W W W W WWWBPBPBPBPBPBPBPBPBPBP NGNGNGNGNGNGNGNGOHPPI: 40+26.54 PI: 41+0 0 . 4 3 PI: 43+07.968W8W8W8W8W8W8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8WS12SD12SD18SD18SD18SD18SD18SD18SD18SD18SD 18SD18SD18SDWS WS WS WS WS FS FS FS FS FS 6SD 6SD 6SD6SD 6SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD 18SD8SD8SD8S8S8S8S8S8S8S8S8S8S8S8S 8S8S8SSSSSSS12SD 12SD 12SD 12SD BPBPNGBFBFBPBPBP BP BF BFNGNG BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBFNGNGNGNGNG NG NG NG NG NG NG NG NG 6W 6W BP BP BP BP BP BP BP BPBPBP BP BP BP WSWS FS FSSSSSSS8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SD6SD6SDBP BP BP BP BP BP SSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFWSWS>>>>>>>>>>>>FS(A)FS(A)BF BF BF BF39+7540+0041+00 42+00 43+004737 STA 41+08.784 7 3 6STA 39+97.72STA 40+26.54STA 40+33.84STA 41+00.43STA 41+15.84STA 41+17.84STA 41+28.84STA 42+68.96STA 42+78.96STA 42+81.46STA 40+03.4147404733CURB STOP4735.96STA 40+03.41, 23.22' LTSTA 40+01.9147204730474047504720473047404750FG - 4735.24EG - 4734.7439+75FG - 4735.78EG - 4734.4140+00FG - 4735.79EG - 4734.50 FG - 4735.63 EG - 4734.8441+00FG - 4735.78 EG - 4735.32 FG - 4736.14 EG - 4735.2742+00FG - 4736.50 EG - 4735.38 FG - 4736.91 EG - 4735.0543+00FG - 4737.00 EG - 4734.6743+50 T.O.P. - T.O.P. - 4726.62 T.O.P. - 4727.53 T.O.P. - 4728.11 T.O.P. - 4728.68 T.O.P. - 4729.26 T.O.P. - 4729.83 T.O.P. - 4730.19 T.O.P. - 4729.58 STA 40+33.84STA 40+26.30ELEV=4726.59STA 41+00.43ELEV=4727.44STA 41+15.84ELEV=4727.62STA 41+28.84ELEV=4727.77STA 42+68.96STA 42+78.96ELEV=4729.50STA 42+81.46ELEV=4729.52STA 40+03.41STA 41+17.84ELEV=4727.82STA 41+08.78STA 42+84.61ELEV=4733.82STA 40+01.91STA 39+79.05ELEV=4731.99STA 39+80.65ELEV=4731.99STA 39+82.35ELEV=4731.990VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040TURBULENCE LANEWEST WATER MAINCCFWEHC4-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSEXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BRELOCATE EXISTING FIRE HYDRANT.CRELOCATE EXISTING BURIED POWER LINE.DPROTECT EXISTING BURIED NATURAL GAS LINE.EPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.2EA3INSTALL 8-IN 11.25° BEND.2EA4INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.300LF5INSTALL 4-IN CLASS 51 DUCTILE IRON DOMESTIC WATER SERVICEWITH 4-IN MJ GATE VALVE WITH VALVE BOX.127LF6INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE WITH VALVE BOX.122LF7INSTALL FIRE HYDRANT ASSEMBLY. TEE, AUXILLARY VALVE, VALVEBOX, HYDRANT, FITTINGS AND PIPING.2EA8STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA9SANITARY SEWER MAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.1EA10INSTALL 12" PVC DRY UTILITY CONDUIT CROSSING.6EA11INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.39LF12ABANDON FIRE SERVICE AT WATER MAIN. TURN OFF CORPORATIONSTOP AND CAP. REMOVE CURB BOX.39LF*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TOPERFORM THE WORK, COMPLETE.BCDEE4128STA:40+00.00TURBULENCE LANEN 25TH AVE RECORD DRAWINGS 06/2025 EXISTING GRADEFINISHED GRADEFLAT 2(FL-2)TURBULENCE LANE WATER MAINSTA. 40+00 TO 43+00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151WITH V-BIO ENHANCED POLYWRAPENSURE 6.5' MIN. BURY410ROWHOME 3(RH-3)ROWHOME 4(RH-4)FLAT 3(FL-3)CLUBHOUSE (AM-1)10CDA1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.DUCTILE IRON MAIN SHALL BE PROTECTED FROM CORROSION UTILIZING V-BIO ENHANCEDPOLYWRAP OR APPROVED EQUAL.11.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.12.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.13.SEE UTILITY NOTES, SHEET C0-1GENERAL NOTES:MATCH LINE STA 43+00 SEE C4-2 HYDRANT TABLESTA.BURY ELEV.BARREL LENGTHLEADER LENGTH41+28.844736.267.5 FT32 FT42+81.464737.028.5 FT6 FT932139387827376827111165ROWHOME 9(RH-9)18" MIN.18" MIN.5N 27TH AVE 10101212REDUCED SEPARATION. 20"CLEARANCE BETWEENEDGE OF HYDRANTTO EDGE OF NEARESTUTILITY CULVERT.REDUCED SEPARATION. 22"CLEARANCE BETWEEN EDGE OFHYDRANT TO EDGE OF FIBERCONDUIT. 34" CLEARANCEBETWEEN EDGE OF HYDRANT TOEDGE OF POWER CONDUIT. FILLNEAREST UTILITY CULVERT WITHFLOWABLE FILL CONCRETE.1010TOP: 4529.58 (AB) TOP: 4527.35 (AB)TOP: 4527.21 (AB) 03/2026 O O O O O O O O O O O ONGNGNGNGNGNG8W8W8W8W8W8W8W8W8W8W 8W8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8WS12SD12SD 12SD18SD18SD18SD18SD 12SD12SD12SD12SD12SD12SD12SD>>>>>>>>>>>>6SD 6SD 6SD6SD6SD >> > > > > > > > > > > > > > > > > > > > > > >>> > > > > >>> 15SD 15SD 18SD 18SD 18SD 18SD 18SD 18SD8S8S8S8S8S8S8S8S WSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBF BFNG BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBF BFNGNGNGNGNGNGWSWS FS FSSSSSSS>>>>>>>>>>>>>SSBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBF FS FS FSWSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > 6SD 6SD6SDPI: 43+07.96PI: 43+96.87 PI: 45+70.22 43+0044+00 45+00 46+00 46+2747354734 473647354736STA 43+24.96STA 43+30.79STA 43+31.77STA 43+41.64STA 43+43.39SDSDSDSDSDSDSDSDSDSDSDSDWSTA 44+24.04, 40.99' RTCURB STOP4736.63472047304740472047304740FG - 4736.50EG - 4735.3842+50FG - 4736.91EG - 4735.0543+00FG - 4737.00EG - 4734.67FG - 4736.08EG - 4733.4144+00FG - 4735.45 EG - 4732.31 FG - 4734.84 EG - 4730.9445+00FG - 4734.27 EG - 4729.81 FG - 4733.87 EG - 4730.3146+00FG - EG - 4730.8246+27 T.O.P - 4729.83 T.O.P - 4730.19 T.O.P - 4729.58 T.O.P - 4728.85 T.O.P - 4728.11 T.O.P - 4727.37 T.O.P - 4726.64 T.O.P - 4725.90 T.O.P -STA 43+37.09STA 43+51.96STA 44+31.54STA 45+31.84STA 45+71.08STA 43+07.96ELEV=4729.53STA 43+19.96STA 43+24.96ELEV=4729.28STA 43+41.64ELEV=4727.37STA 43+43.39ELEV=4729.01STA 43+96.87ELEV=4728.22STA 45+70.22ELEV=4725.68STA 46+02.19APPROX. ELEV=4725.20MATCH EXISTINGSTA 43+30.79ELEV=4729.20STA 43+31.77ELEV=4727.51STA 44+24.04EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CMINIMIZE DISTURBANCE TO EXISTING WETLAND.DPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTERCONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.2EA3INSTALL 8-IN 11.25° BEND.2EA4INSTALL 4 X 8-IN MJ CROSS AND THRUST BLOCK.1EA5INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.303LF6CULVERT CROSSING. MAINTAIN 18-IN MIN. VERTICAL SEPARATION.2EA7INSTALL 1-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.58LF8INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE WITH VALVE BOX.153LF9INSTALL 2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.144LF10STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA11SANITARY SEWER MAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.1EA12INSTALL 12" PVC DRY UTILITY CONDUIT CROSSING.3EA13INSTALL 8-IN 45° BEND AND THRUST BLOCK4EATURBULENCE LANEEAST WATER MAINCCFWEHC4-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040ABCCD12334571010116STA: 43+07.96STA: 43+19.96STA 43+37.09STA: 44+31.54STA: 44+24.04STA: 45+31.8442111033107612TURBULENCE LANEN 27TH AVE RECORD DRAWINGS 06/2025 EXISTING GRADEFINISHED GRADEFLAT 2(FL-2)CLUBHOUSE(AM-1)ENSURE 6.5' MIN. BURY55TURBULENCE LANE WATER MAINSTA. 43+00 TO 46+02.19TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151WITH V-BIO ENHANCED POLYWRAP6STA: 45+71.09STA: 46+02.19STA: 45+70.2212STA: 43+51.96126FLAT 3(FL-3)ROWHOME9 (RH-9)SINGLE UNIT 1 (SU-1)*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIREDTO PERFORM THE WORK, COMPLETE.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.DUCTILE IRON MAIN SHALL BE PROTECTED FROM CORROSION UTILIZING V-BIO ENHANCEDPOLYWRAP OR APPROVED EQUAL.11.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.12.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.13.SEE UTILITY NOTES, SHEET C0-1GENERAL NOTES:MATCH LINESTA 43+00 SEE C4-12131313131318" MIN.18" MIN.18" MIN.18" MIN.131313RESERVEDELEV= 4725.63 (AB)TOP: 4526.22 (AB) TOP: 4527.52 (AB) 03/2026 WWWWWWWWBFBFBFBFBFBFBFBFBFBFBF24+8225+0026+00 27+ 0 0 28+00 29+00 PI: 27+71.07PI: 25+00.00PI: 25+95.30STA 25+00.00STA 25+39.94STA 26+14.42STA 27+58.08STA 28+87.59STA 25+08.00STA 25+08.76STA 27+85.97STA 27+91.8147394738STA 25+12.29STA 25+36.12STA 27+34.85STA 25+95.30STA 27+70.626W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGNGNGNGNGNGNGNGBPBPBPBP12SD12SD12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD18SD18SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD8S8SWSWSWSWSWSWSWSNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBFBFBFNGBPBFNGBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGBPBPBPBPWSWSBPWS WS WS WSBP BPBPBPBPBPBPBPBPBPBPSSSSSBPBPBPBPBPBFBFWWSWSWS>>>>>>>>>>>>>>>>>FS(A)FS(A)FS( A ) FS( A ) FS( A ) FS( A )FS(A)FS(A)FS(A)CURB STOP4740.76STA 25+36.12, 40.65' RTCURB STOP4739.36STA 27+34.85, 43.08' RTCURB STOP4739.16STA 27+58.08, 42.02' RTCURB STOP4738.79STA 27+85.97, 40.86' RTCURB STOP4738.74STA 27+91.81, 40.99' RTSTA 27+32.85STA 27+93.81STA 25+34.124720473047404750FG -EG - 4741.4424+82FG - 4741.24EG - 4741.8225+00FG - 4740.36EG - 4739.92FG - 4739.92EG - 4743.0426+00FG - 4739.58 EG - 4738.07 FG - 4739.05 EG - 4737.3127+00FG - 4738.54 EG - 4736.86 FG - 4738.09 EG - 4736.4228+00FG - 4737.64 EG - 4736.08 FG - 4737.27 EG - 4735.6529+00 T.O.P - T.O.P - 4733.34 T.O.P - 4733.00 T.O.P - 4732.67 T.O.P - 4732.31 T.O.P - 4731.96 T.O.P - 4731.60 T.O.P - 4731.25 T.O.P - 4730.89 T.O.P - 4730.54 STA 25+36.12STA 27+34.85STA 27+58.12ELEV=4731.00STA 27+71.07ELEV=4730.79STA 27+85.97STA 27+91.81ELEV=4730.75STA 25+00.00APPROX. ELEV=4732.67MATCH EXISTINGSTA 25+39.94STA 26+14.42STA 27+70.62STA 28+87.59STA 25+10.29ELEV=4738.16STA 25+95.30ELEV=4732.03STA 25+34.12ELEV=4732.63STA 27+32.85ELEV=4731.20STA 27+93.81ELEV=4730.75EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BREMOVE AND RELOCATE EXISTING FIRE HYDRANT.CPROTECT EXISTING BURIED POWER LINE.DPROTECT EXISTING BURIED FIBER LINE.EPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.FPROTECT EXISTING NATURAL GAS LINE.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.1EA3INSTALL 8-IN 22.5° BEND.2EA4INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.400LF5INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.219LF6INSTALL 1-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.310LF7STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.4EA8INSTALL 12" PVC DRY UTILITY CONDUIT CROSSING.3EA9ABANDON FIRE SERVICE AT WATER MAIN. TURN OFF CORPORATIONSTOP AND CAP. REMOVE CURB BOX.219EAN 25 AVE SOUTHWATER MAINCCFWEHC4-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.53361020204012CD77667ABE712C7777TSCHACHE LANE N 25TH AVETURUBULENCE LANE45 RECORD DRAWINGS 06/2025 EXISTING GRADEFINISHED GRADEROWHOME 11(RH-11)ROWHOME 10(RH-10)FLAT 3(FL-3)NORTH 25TH AVENUESOUTH WATER MAINSTA. 25+00 TO 29+00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151WITH V-BIO ENHANCED POLYWRAPENSURE 6.5' MIN. BURY44ROWHOME 8(RH-8)1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.DUCTILE IRON MAIN SHALL BE PROTECTED ROM CORROSION UTILIZING V-BIO ENHANCEDPOLYWRAP OR APPROVED EQUAL.11.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.12.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.13.SEE UTILITY NOTES, SHEET CO-1GENERAL NOTES:MATCH LINE STA 29+00 SEE C4-4F5533556365D18" MIN.18" MIN.18" MIN.18" MIN.EHYDRANT TABLEBURY ELEV.BARREL LENGTHLEADER LENGTH4741.648.5 FT17 FT*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TOPERFORM THE WORK, COMPLETE.8FSTA 25+08.00STA 25+08.76STA 25+12.2989399999903/2026 47104720473047404710472047304740FG - 4737.27EG - 4735.6529+00FG - 4736.68EG - 4734.98FG - 4735.86EG - 4735.4330+00FG - 4735.09EG - 4734.89 FG - 4734.30 EG - 4733.8131+00FG - 4733.51 EG - 4732.99 FG - 4732.73 EG - 4732.3532+00FG - 4731.94 EG - 4731.92 FG - 4731.19 EG - 4731.3933+00FG - 4730.47 EG - 4730.69 FG - EG -33+70 T.O.P - 4730.54 T.O.P - 4730.18 T.O.P - 4729.32 T.O.P - 4728.44 T.O.P - 4727.63 T.O.P - 4726.82 T.O.P - 4726.01 T.O.P - 4725.19 T.O.P - 4724.41 T.O.P - 4719.89 T.O.P -STA 29+38.59ELEV=4729.55STA 29+22.09STA 29+48.59ELEV=4729.42STA 29+84.34ELEV=4728.95STA 30+20.43STA 30+23.51ELEV=4728.16STA 31+41.45STA 32+49.26ELEV=4724.50STA 32+51.75STA 33+10.89STA 33+29.27STA 33+32.36ELEV=4723.20STA 33+37.90ELEV=4723.15STA 33+40.93ELEV=4719.54STA 33+52.94ELEV=4719.31STA 33+56.50ELEV=4722.55STA 33+59.20APPROX. ELEV=4722.44MATCH EXISTINGSTA 33+46.25STA 30+30.38STA 29+04.30STA 30+42.36STA 30+39.36ELEV=4727.95SSS30 SSBFWW8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8W8W8W8W8W8W8W8W8W8W8WSS12SD12SD15SD15SD18SD18SD18SD18SD15SD15SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8S8S8SWSWSWSWS FS FS FSSSSSSSSSSSBPBPBPBPBPNGNGNGBFBFBFBFBPBPBPBPBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGNG WSWS FS FSSSSSSSWSWSWS FS FS FS>>>>>>>>>>>>>>>>>>>>>>>>>>>>BPBPBPBPBFBFBFBFBFNGNGNGSSSSBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFNGNGBPBPBP>> FS FS FSWSWSWSWS>>>>>>>>>>>>>>>>>>12SD 12SD 12SD 12SD8SD8SD BPBPBPBPNGNGNG6SD6SD FDCWP 1FGHIJLKM141211109J'WP 1WP 2WP 1WP 2WP 329+0030+00 31+00 32+00 33+00473647 3 5 4 7 3 4 4 7 3 3 4 7 3 2 4731STA 29+22.09STA 29+38.59STA 30+30.38STA 31+41.54STA 33+29.27STA 33+32.36STA 30+20.43STA 30+23.51STA 33+46.25STA 32+49.26STA 32+51.75STA 33+56.50STA 29+48.59STA 29+84.34STA 33+10.89STA 33+38.09STA 33+41.12STA 33+53.13STA 29+04.30CURB STOP4732.48STA 32+51.75, 39.79' RTSTA 30+39.36STA 30+42.36CURB STOP4735.79STA 30+42.36, 41.00' RTEXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CPROTECT EXISTING BURIED TELEVISION LINE.DPROTECT EXISTING BURIED FIBER LINE.EPROTECT EXISTING NATURAL GAS LINE.FPROTECT EXISTING ASPHALT, SIDEWALK AND CURB & GUTTER.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1CONNECT TO EXISTING WATER MAIN.1EA2INSTALL 8-IN MJ GATE VALVE WITH VALVE BOX.3EA3INSTALL 8-IN 90° BEND AND THRUST BLOCK.1EA4INSTALL 12" PVC DRY UTILITY CONDUIT CROSSING.6EA5INSTALL 8-IN CLASS 51 DUCTILE IRON WATER MAIN.460LF6INSTALL 4-IN CLASS 51 DUCTILE IRON DOMESTIC WATER SERVICEWITH 4-IN MJ GATE VALVE AND VALVE BOX.166LF7INSTALL 6-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 6-INMJ GATE VALVE AND VALVE BOX.108LF8STORM DRAIN CROSSING. MAINTAIN 18-IN MIN. VERTICALSEPARATION.2EA9SANITARY SEWER SERVICE CROSSING. MAINTAIN 18-IN MIN.VERTICAL SEPARATION.2EA10INSTALL 2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.60LF11INSTALL 4 X 8-IN MJ CROSS AND THRUST BLOCK.1EA12INSTALL 8-IN 45° BEND AND THRUST BLOCK3EA13INSTALL 4-IN CLASS 51 DUCTILE IRON FIRE WATER SERVICE WITH 4-INMJ GATE VALVE AND VALVE BOX.85LFN 25 AVE NORTHWATER MAINCCFWEHC4-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040ABCEDF82967876586798763121122N 25TH AVETURUBULENCE LANE TRADE WIND LANE9611 RECORD DRAWINGS 06/2025 EXISTING GRADEFINISHED GRADE2FLAT 2 (FL-2)106103CLUBHOUSE(AM-1)GEARGARAGE(AM-3)FLAT 1(FL-1)55NORTH 25TH AVENUE WATER MAINSTA. 29+00 TO 33+59.20TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8 IN. CLASS 51 DIP AWWA C151WITH V-BIO ENHANCED POLYWRAPENSURE 6.5' MIN. BURY94*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.DUCTILE IRON MAIN SHALL BE PROTECTED FROM CORROSION UTILIZING V-BIO ENHANCEDPOLYWRAP OR APPROVED EQUAL.11.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.12.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.13.SEE UTILITY NOTES, SHEET C0-1GENERAL NOTES:MATCH LINE STA 29+00SEE C4-3 4121218" MIN.18" MIN.18" MIN.18" MIN.MAINTAIN 3' EDGE TO EDGESEPARATION WITH STORMINLET. UTILIZE PIPEDEFLECTION AS NECESSARY1212STA 33+59.20214° OF DEFLECTIONACHIEVE OVER 4JOINTS MIN.2° OF DEFLECTIONACHIEVE OVER 2JOINTS MIN.4° OF DEFLECTIONACHIEVE OVER 4JOINTS MIN.2° OF DEFLECTIONACHIEVE OVER 2JOINTS MIN.4413101013TOP: 4728.27 (AB) TOP: 4727.47 (AB) TOP: 4726.17 (AB) TOP: 4724.91 (AB) 03/2026 S S S S S S SSSSS30SSWWWFDC12 11 10 9 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S 15SD15SD15SD15SD15SD15SD15SD15SD15SDWW 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SDWSWSWSWSWSWSWS WSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS>>>>>>>BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG NG NGSSSSSSSSSSSSSSSSSS SSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBP0+00 0+66STA 0+07.50STA 0+05.00STA 0+16.44STA 0+31.49STA 0+65.98W W W W4720473047404750 47204730474047500+000+80STA 0+05.00ELEV=4723.12STA 0+07.50ELEV=4723.29STA 0+69.50ELEV=4723.3390° VERT. BEND W/THRUST BLOCK1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THESTART OF CONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TOTHIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMANWATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ONTHESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEEXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION ISKNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROMCENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENTPURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMANSHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNELONLY. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEERPRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVEBOXES IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TOTHE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDSGREATER THAN TWENTY TWO AND ONE-HALF DEGREES (22.5°), TEES,AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BEPROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI;FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BY USPIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRETHRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDINGFOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALLWATER MAINS, SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BEINSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OFTWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE SIX INCH (6") FIRE SERVICE LINE SHALL BE INSTALLED INACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6")FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&YVALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, ANDTESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR. OWNEROR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDECONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIALAND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, ANDMANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BYTHE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THEEXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THEPROJECT.GENERAL NOTES:FL-1 FIRE SERVICECCFWEHC5-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTRADE WIND LANEN 25TH AVE FLAT 1(FL-1)FIRE SERVICE QUANTITY TABLENO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.61LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE WATER SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4SEWER MAIN CROSSING.1EA5STORM MAIN CROSSING.1EA6INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT1EA11245STA. 00+05.00STA. 00+16.44STA. 00+31.493STA. 00+65.98EXISTING GROUNDFINISHED GROUNDFL-1 FINISHFLOORELEV: 4731.30ENSURE 6.5' MIN. BURY6FLAT 1 (FL-1) FIRE SERVICESTA. 00+05 TO 00+65.98TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMOS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 26354*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.7878FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.BOTTOM OF FLANGEELEV: 4732.808-IN WATER MAIN03/2026 0+00 0+50 8W8W8W8W8W8W8W8W8W8W8W8W8W8WW WSSSSSSSSSSSSSSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>STA 0+03.60STA 0+49.85WSWSWSWSWSWSWSWSWSWSWSSTA 0+07.50 FS FS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+55STA 0+03.60ELEV=4728.108-IN WATER MAINSTA 0+07.50ELEV=4728.25STA 0+53.38ELEV=4728.2990° VERT. BEND W/THRUST BLOCKWP 18W 8W 8W 8W 8W 8S 8S 8S 8S 8S 18SD 18SD 18SD 18SD 18SDWSWSWSWSWSWS WSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FSBP BP BP BP BP BF BF BF BF BF NG NG NG NGSTA 0+05.00STA 0+07.50STA 0+17.00STA 0+28.66STA 0+45.88STA 0+49.88STA 0+63.544720473047404720473047400+000+70STA 0+05.00ELEV=4724.328-IN WATER MAINSTA 0+07.50ELEV=4724.60STA 0+66.97ELEV=4724.6390° VERT. BEND W/THRUST BLOCKFL-2, AM-3 FIRESERVICECCFWEHC5-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS1.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.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NOMATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMANWATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATIONIS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITYENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OFBOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO.02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWO ANDONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BYUS PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLYPROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THEENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE FOUR (4") AND SIX INCH (6") FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THECITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR (4")AND SIX INCH (6") FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY ASINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDECONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUTAND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPONCOMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBEDBY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:N 25TH AVE FLAT 2(FL-2)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.45LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.2EA4SEWER MAIN CROSSING1EA5STORM MAIN CROSSING1EA64" CLASS 51 DUCTILE IRON FIRE SERVICE.62LF7CONNECT TO 8" x 4" TEE WITH A 4" DUCTILE IRON FIRE SERVICE.1EA8INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA9INSTALL 4" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA10CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.2EA11CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.2EA12DRY UTILITY CROSSING4EA1123STA. 00+03.60STA. 00+49.86EXISTING GROUNDFINISHED GROUNDGEARGARAGE(AM-3)FINISHED GROUND4567STA. 00+05.00STA. 00+17.00STA. 00+28.66FLAT 2 FINISH FLOORELEVATION: 4736.10ENSURE 6.5' MIN. BURYFLAT 2 (FL-2) FIRE SERVICESTA. 00+03.60 TO 00+49.86TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEM89ENSURE 6.5' MIN. BURYGEAR GARAGE (AM-3) FIRE SERVICESTA. 00+05 TO 00+67TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEM1212STA. 00+49.39STA. 00+53.40GEAR GARAGE FINISH FLOORELEVATION: 4732.10OS&Y VALVESEE DETAIL 02660-13,SHEET C1-311EXISTING GROUNDN 25TH AVE283101179 45121110310111030VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-INCHFIRE SERVICE LINE AND 880 GALLONS PER MINUTE OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLINGCONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS.*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGEELEV: 4737.60OS&Y VALVESEE DETAIL 02660-13,SHEET C1-3BOTTOM OF FLANGEELEV: 4733.606STA. 00+63.5403/2026 8W 8W 8W 8W 8W 8W 8W 8W18SD18SD18SD18SD18SD18SD 18SD SS SS SS SS SS SS SS 8SD 8SD 8SD 8SD 8SDW6W6W6W6W6W6W6W6WWW6SD0+00 1+00 1+32PI: 1+05.06WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSSTA 0+05.00STA 0+07.50STA 0+30.08STA 0+42.75STA 0+68.75STA 0+89.87STA 1+05.06STA 1+31.52472047304740475047204730474047500+001+001+37STA 1+35.04ELEV=4732.8890° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV=4727.508-IN WATER MAINSTA 0+07.50ELEV=4727.66STA 0+42.75ELEV=4727.66STA 0+68.75ELEV=4732.88STA 1+05.06ELEV=4732.79FL-3 FIRE SERVICECCFWEHC5-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTURBULENCE LANE FLAT 3(FL-3)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.122LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4STORM DRAIN CROSSING.2EA56" M.J. 11.25 DEG. BEND2EA66" M.J. 90 DEG. BEND AND THRUST BLOCK.1EA7INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA2STA. 00+05.005514STA. 00+30.084STA. 00+89.8763STA. 01+31.52EXISTING GROUNDFINISHED GROUNDFLAT 3 FINISH FLOORELEV: 4740.80SEE STURUCTURALFLAT 3 (FL-3) FIRE SERVICESTA. 00+05 TO 01+31.52TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5' MIN. BURY7OS&Y VALVESEE DETAIL 02660-13,SHEET C1-312745546389891.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.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NOMATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMANWATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATIONIS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITYENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OFBOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO.02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWO ANDONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BYUS PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLYPROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THEENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE SIX INCH (6") FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMANFIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICELINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF 200 PSI BY ASINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDECONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUTAND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPONCOMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBEDBY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 BOTTOM OF FLANGEELEV: 4742.30*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.APPROX. STA. 1+35T.O.P. ELEV = 4733.04APPROX. STA.1+05T.O.P. ELEV = 4732.9256BETWEEN APPROX. STATION 0+66 TOSTATION 0+90: 4" OF PIPE BEDDINGON TOP OF PIPE, FOLLOWED BY 2" OFSAND, FOLLOWED BY 2" OF R-SHIELD60 PSI EPS GEOFOAM INSULATIONWITH STAGGERED JOINTSRESULTING IN 4" OF INSULATION,FOLLOWED BY 4" OF SAND.APPROX. STA. 0+66T.O.P. ELEV = 4732.8803/2026 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD 6SD 6SD 6SD 6SD 6SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDSSSSSSSSSSSS SSSSSSSSSSSSSSSSBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG NG NG NG NGWSWS FS FSSSSSSSSSSSS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>>0+00 0+88PI: 0+74.83 PI: 0+83.30STA 0+81.09STA 0+54.05STA 0+48.00STA 0+32.90STA 0+17.00STA 0+47.00STA 0+49.00STA 0+51.00STA 0+05.00STA 0+07.50472047304740475047204730474047500+001+00STA 0+05.00ELEV=4728.558-IN WATERMAINSTA 0+17.00ELEV=4725.43STA 0+81.09ELEV=4732.16STA 0+91.88ELEV=4725.7390° VERT. BEND W/THRUST BLOCKSTA 0+32.90ELEV=4729.31STA 0+47.00ELEV=4732.82STA 0+49.00ELEV=4732.30STA 0+51.00ELEV=4731.10STA 0+54.05ELEV=4731.73STA 0+48.00ELEV=4728.03STA 0+74.83ELEV=4725.65STA 0+83.30ELEV=4725.64STA 0+54.05ELEV=4725.70STA 0+07.50ELEV=4728.20AM-1 FIRE SERVICECCFWEHC5-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSNORTH 25TH AVE.CLUBHOUSE(AM-1)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" CLASS 51 DUCTILE IRON FIRE SERVICE.88LF2CONNECT TO 8" x 4" TEE WITH A 4" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4STORM/SEWER DRAIN CROSSING.4EA5DRY UTILITY CROSSING3EA64" M.J. 22.5 DEG. BEND AND THRUST BLOCK.2EA74" M.J. 45 DEG. BEND AND THRUST BLOCK.2EA8INSTALL 4" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA9CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA10CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTINGGROUNDFINISHEDGROUNDCLUBHOUSE FINISH FLOORELEV: 4733.50SEE STRUCTURALCLUBHOUSE (AM-1) FIRE SERVICESTA. 00+05 TO 00+88TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5' MIN. BURYOS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OFCONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THEAPPROVAL OF THE CITY OF BOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTIONTO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALLCOORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATERLINES OWNED AND MAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES INACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OFBOZEMAN STANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTYTWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED INCONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITYOF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDEDUTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FORPUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGSTHAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTSSHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OFEIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.11.THE FOUR (4") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THECITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OFTHE FOUR (4") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&YVALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUMOF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZEDREPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THERECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'SMATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLESDAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTORSHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WASINCIDENTAL TO THE PROJECT.GENERAL NOTES:*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.BOTTOM OF FLANGEELEV: 4735.001111223910389444466775555554677446688INSULATE WITH 2" FOAM BOARDCurb Stop placed fordomestic service.INV = 4727.6090 deg bend @ STA0+84 (79' from main)ELEV= 4725.63 (AB)XSTA 0+68ELEV = 4725.6345 deg. bend insertedhere to direct pipetowards building (Fireservice only)INSULATED WITH 4" BLUE BOARDINSULATED WITH 4" BLUE BOARDXX03/2026 BFBFBFBFBFBFBFBFBFBFBFW W W W W W W W BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP NG NGNG NG NG NG NG NG NG FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+54STA 0+41.88STA 0+52.17STA 0+41.46STA 0+49.23STA 0+50.51STA 0+45.00STA 0+54.22WSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FSSTA 0+05.00STA 0+38.86472047304740475047204730474047500+000+60STA 0+41.90STA 0+45.00STA 0+50.51STA 0+52.17STA 0+04.99ELEV = 4722.97STA 0+38.86ELEV = 4723.38STA 0+41.61ELEV = 4723.09STA 0+49.23ELEV = 4726.42STA 0+56.52ELEV = 4726.51BUILDING RH-1 FIRESERVICECCFWEHC5-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTRADE WIND LANE ROWHOME 1(RH-1)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE55LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 22.5 DEG. BEND.2EA5DRY UTILITY CROSSING.3EA62" COPPER 90 DEG. BEND AND THRUST BLOCK.1EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA10STORM DRAIN CROSSING1EA2STA. 00+05.00443STA. 00+54.22EXISTING GROUNDFINISHED GROUND7ROWHOME 1 FINISH FLOORELEV: 4734.50SEE STRUCTURALROWHOME 1 (RH-1) FIRE SERVICESTA. 00+05 TO 00+56.52TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPERENSURE 6.5' MIN.BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-3811274554510315559101.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:890VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 *QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGE ELEV: 4736.00REMOVED FROM PROJECTSHEET RESERVED W W W W W W W W WNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBP BPBPBPBPBPBPWSWSWSWSWSWSWSWSWSWSWSWSWSWSNGNGBP BP BP BP BP BP BP BP BP BP BPFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+64PI: 0+58.59STA 0+05.00STA 0+33.67STA 0+35.49STA 0+64.17STA 0+30.91STA 0+47.38STA 0+28.89472047304740475047204730474047500+000+75STA 0+05.00STA 0+28.89ELEV = 4724.55STA 0+30.91ELEV = 4724.19STA 0+44.37ELEV = 4727.25STA 0+33.67STA 0+35.49STA 0+58.70ELEV = 4726.83STA 0+64.17STA 0+66.41ELEV = 4726.8890° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4723.8510-IN WATER MAINBUILDING RH-2 FIRESERVICECCFWEHC5-6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 27TH AVE ROWHOME 2(RH-2)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE64LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 11.25 DEG. BEND.2EA5DRY UTILITY CROSSING.2EA62" COPPER 90 DEG. BEND AND THRUST BLOCK.2EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 1(RH-1)ROWHOME 2 FINISH FLOORELEV: 4734.50SEE STRUCTURALROWHOME 2 (RH-2) FIRE SERVICESTA. 00+05 TO 00+64.17TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPER PIPEENSURE 6.5' MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-327455496118398364455720VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:BOTTOM OF FLANGE ELEV: 4736.00*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 W W W W8W8W8W8W8W8W8W8W8WWW8S8S8SNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BFBFBFBFBFBFBFBF0+00 0+44 STA 0+28.32STA 0+40.53STA 0+44.14WSWSWSWSWSWSWSWSWSSTA 0+05.01 FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+50STA 0+28.32ELEV = 4726.84STA 0+40.43STA 0+44.14STA 0+04.98ELEV = 4726.298-IN WATER MAINSTA 0+45.68ELEV = 4726.5190° VERT. BEND W/THRUST BLOCKBUILDING RH-3 FIRESERVICECCFWEHC5-7SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTURBULENCE LANE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE45LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4DRY UTILITY CROSSING1EA52" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA6CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA7CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT1EAEXISTING GROUNDFINISHED GROUNDROWHOME 3(RH-3)ROWHOME 3 FINISH FLOORELEV: 4734.50SEE STRUCTURALROWHOME 3 (RH-3) FIRE SERVICESTA. 00+05 TO 00+44.14TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPER PIPEENSURE 6.5' MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-3254316725431670VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGEELEV: 4736.00FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 W W W W W W W W W W W WNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPNGNGWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A) 0+00 0+66PI: 0+59.17STA 0+29.46STA 0+30.57STA 0+36.01STA 0+38.48STA 0+40.87STA 0+65.79STA 0+30.46STA 0+05.00472047304740475047204730474047500+000+75STA 0+05.00STA 0+29.47ELEV = 4728.67STA 0+30.46STA 0+36.01STA 0+38.48STA 0+30.57ELEV = 4728.33STA 0+40.85ELEV = 4732.99STA 0+59.32ELEV = 4733.01STA 0+65.79STA 0+05.00ELEV = 4727.98EXISTING 10-INWATER MAINSTA 0+68.03ELEV = 4732.6490° VERT. BEND W/THRUST BLOCKBUILDING RH-4 FIRESERVICECCFWEHC5-8SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 27TH AVE ROWHOME 4(RH-4)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE63LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 0266-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING3EA62" COPPER 11.25 DEG. BEND2EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 4 FINISH FLOORELEV: 4740.30SEE STRUCTURALROWHOME 4 (RH-4) FIRE SERVICESTA. 00+05 TO 00+65.79TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPER PIPEENSURE 6.5' MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-327655634511892765563451890VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:BOTTOM OF FLANGEELEV: 4741.80*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 W W W W W W W W W W W BPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP NGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A) 0+00 0+65PI: 0+59.18STA 0+05.00STA 0+29.47STA 0+30.47STA 0+35.10STA 0+36.02STA 0+43.99STA 0+42.08STA 0+65.12 FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS4720473047404750 47204730474047500+000+75STA 0+29.47ELEV = 4728.74STA 0+05.00STA 0+30.65ELEV = 4728.30STA 0+42.36ELEV = 4733.18STA 0+58.64ELEV = 4733.27STA 0+65.12STA 0+30.47STA 0+36.02STA 0+38.62STA 0+43.99STA 0+05.00ELEV = 4728.04EXISTING 10-INWATER MAINSTA 0+67.36ELEV = 4733.2790° VERT. BEND W/THRUST BLOCKBUILDING RH-5 FIRESERVICECCFWEHC5-9SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 27TH AVE ROWHOME 4(RH-4)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE65LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING4EA62" COPPER 22.5 DEG. BEND2EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 5 FINISH FLOORELEV: 4740.90SEE STRUCTURALROWHOME 5 (RH-5) FIRE SERVICESTA. 00+05 TO 00+65.12TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COOPER PIPEENSURE 6.5' MIN.BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:2765555649118327611555564983ROWHOME 5(RH-5)*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.BOTTOM OF FLANGEELEV: 4742.40INSULATE WITH 2" FOAM BOARDREMOVED FROM PROJECTSHEET RESERVED03/2026 W W W W W W W W W W NGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NGBPBPBPBPBP BPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BPWSWSWSWSWSWSWSWSWS WSWSWSWSWSWSWSNGNGFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+67PI: 0+59.51STA 0+05.00STA 0+29.83STA 0+30.83STA 0+36.37STA 0+50.30STA 0+62.01STA 0+67.27472047304740475047204730474047500+000+75STA 0+05.00STA 0+29.83ELEV = 4730.21STA 0+30.83ELEV = 4729.85STA 0+50.32ELEV = 4733.71STA 0+59.36ELEV = 4733.72STA 0+67.27STA 0+30.83STA 0+36.37STA 0+62.01STA 0+05.00ELEV = 4729.51EXISTING 10-INWATER MAINSTA 0+69.51ELEV = 4733.7590° VERT. BEND W/THRUST BLOCKBUILDING RH-6 FIRESERVICECCFWEHC5-10SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 27TH AVE ROWHOME 5(RH-5)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE67LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING3EA62" COPPER 11.25 DEG. BEND2EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUND1ROWHOME 6(RH-6)ROWHOME 6 FINISH FLOORELEV: 4741.50SEE STRUCTURALROWHOME 6 (RH-6) FIRE SERVICESTA. 00+05 TO 00+67.27TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COOPER PIPEENSURE 6.5'MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:2765564591183127654983565BOTTOM OF FLANGEELEV: 4743.00*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 WWWWWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSNGNGBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+66PI: 0+58.98STA 0+05.00STA 0+29.38STA 0+31.73STA 0+31.89STA 0+32.36STA 0+36.61STA 0+41.38STA 0+66.39STA 0+33.16STA 0+61.98STA 0+35.88472047304740475047204730474047500+000+75STA 0+05.00STA 0+29.38ELEV = 4733.56STA 0+32.36ELEV = 4733.20STA 0+41.42ELEV = 4734.99STA 0+59.34ELEV = 4734.97STA 0+66.39STA 0+31.73STA 0+31.89STA 0+33.16STA 0+36.61STA 0+44.38STA 0+41.38STA 0+64.29STA 0+05.00ELEV = 4732.95EXISTING 8-INWATER MAINSTA 0+68.63ELEV = 4735.0290° VERT. BEND W/THRUST BLOCKSTA 0+35.88BUILDING RH-7 FIRESERVICECCFWEHC5-11SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTSCHACHE LANE ROWHOUSE 7(RH-7)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE66LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING6EA62" M.J. 11.25 DEG. BEND2EA72" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA8STORM DRAIN CROSSING1EA9CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA10CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 7 FINISH FLOORELEVATION: 4742.20SEE STRUCTURALROWHOME 7 (RH-7) FIRE SERVICESTA. 00+05 TO 00+66.39TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2" TYPE K COPPER PIPEENSURE 6.5'MIN. BURY, TYP.OS&YVALVE0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 2715565861439102766439105555551185*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.5551.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:BOTTOM OF FLANGEELEV: 4743.70FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 WWWWWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGBPWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSNGNGNGNGBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+67PI: 0+59.04STA 0+05.00STA 0+29.39STA 0+31.73STA 0+31.94STA 0+32.62STA 0+33.15STA 0+35.89STA 0+41.39STA 0+42.12STA 0+62.04STA 0+66.97 FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+75STA 0+05.00STA 0+29.39ELEV = 4733.57STA 0+32.62ELEV = 4733.21STA 0+41.37ELEV = 4734.98STA 0+58.89ELEV = 4734.98STA 0+66.97STA 0+41.39STA 0+31.73STA 0+31.94STA 0+35.89STA 0+62.04STA 0+33.15STA 0+69.21ELEV = 4735.0190° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4732.96EXISTING 8-INWATER MAINSTA 0+42.12BUILDING RH-8 FIRESERVICECCFWEHC5-12SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 7(RH-7)TSCHACHE LANE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE67LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING6EA62" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA7STORM DRAIN CROSSING1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA92" COPPER 11.25 DEG. BEND2EA10CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA1ROWHOME 8 FINISH FLOORELEV: 4742.50SEE STRUCTURALROWHOME 8 (RH-8) FIRE SERVICESTA. 00+05 TO 00+66.96TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPERENSURE 6.5'MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-3ROWHOME 8(RH-8)269579410831155555FINISHED GRADEEXISTING GRADE12697410839555550VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:BOTTOM OF FLANGE ELEV: 4744.005*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG NG NG BP BP BPBPBPBPBPBPBPBPNGNGWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WSFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A) 0+00 0+83PI: 0+75.62STA 0+05.00STA 0+46.00STA 0+29.82STA 0+47.00STA 0+49.00STA 0+51.00STA 0+54.00STA 0+78.12STA 0+82.89472047304740475047204730474047500+000+90STA 0+05.00STA 0+46.00ELEV = 4731.15STA 0+29.82STA 0+76.37ELEV = 4730.75STA 0+82.89STA 0+47.00STA 0+49.00STA 0+51.00STA 0+54.00STA 0+78.12STA 0+85.12ELEV = 4730.7590° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4730.47BUILDING RH-9 FIRESERVICECCFWEHC5-13SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 9(RH-9)N 25TH AVE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE83LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5DRY UTILITY CROSSING5EA62" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUND1ROWHOME 9 FINISH FLOORELEV: 4738.50SEE STRUCTURALROWHOME 9 (RH-9) FIRE SERVICESTA. 00+05 TO 00+82.89TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2" TYPE K COPPER PIPEENSURE 6.5'MIN. BURY, TYP.OS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1873545555762873476255555*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGE ELEV: 4740.001.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TOTHE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BEMADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIESSHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTORSHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROMCENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENTPURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OFBOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMANPERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINESOWNED AND MAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSEDPLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING ANDVALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDSGREATER THAN TWENTY TWO AND ONE-HALF DEGREES (22.5°),TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITHTHE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITYOF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAYBE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOKSERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPTFOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) ANDBENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS,UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS ASSPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTEREDOVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS.TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED INACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO (2")INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TOTHE OS&Y VALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, ANDTESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR.OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THERECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALLCONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THECONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD BP BF BF BF BF BF NG NG NG NG BP BP BP BPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNG NGNGNGBPBPBPBPFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+00 0+86PI: 0+78.28STA 0+05.00STA 0+48.03STA 0+28.79STA 0+48.71STA 0+49.03STA 0+51.03STA 0+53.03STA 0+56.96STA 0+61.91STA 0+86.19STA 0+82.02WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+95STA 0+05.00STA 0+48.03ELEV = 4731.56STA 0+28.79STA 0+48.71ELEV = 4731.20STA 0+56.96ELEV = 4733.03STA 0+78.53ELEV = 4733.03STA 0+86.19STA 0+49.03STA 0+51.03STA 0+53.03STA 0+61.91STA 0+82.02STA 0+88.43ELEV = 4732.8690° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4730.958-IN WATER MAINBUILDING RH-10FIRE SERVICECCFWEHC5-14SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 10(RH-10)N 25TH AVE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE86LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA5STORM DRAIN CROSSING1EA62" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA92" COPPER 11.25 DEG. BEND2EA10DRY UTILITY CROSSING5EAEXISTING GROUNDFINISHED GROUNDROWHOME 10 FINISHFLOOR ELEVATION: 4740.00SEE STRUCTURALROWHOME 10 (RH-10) FIRE SERVICESTA. 00+05 TO 00+86.19TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPER PIPEENSURE 6.5'MIN. BURY, TYP.OS&YVALVE0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TOTHE START OF CONSTRUCTION. NO MATERIAL CHANGES MAY BEMADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIESSHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTORSHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROMCENTER-OF-JUNCTION TO CENTER-OF-JUNCTION FOR PAYMENTPURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OFBOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMANPERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THECITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINESOWNED AND MAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSEDPLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING ANDVALVE BOXES IN ACCORDANCE WITH THE CITY OF BOZEMANMODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARDDRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDSGREATER THAN TWENTY TWO AND ONE-HALF DEGREES (22.5°),TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITHTHE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITYOF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAYBE PROVIDED UTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOKSERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS,MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPTFOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) ANDBENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS,UNLESS SPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THEMECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS ASSPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTEREDOVER ALL WATER MAINS, SERVICE LINES, AND HYDRANT LEADS.TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18")AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED INACCORDANCE WITH THE CITY OF BOZEMAN FIRE SERVICE LINESTANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO (2")INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TOTHE OS&Y VALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, ANDTESTED TO A MINIMUM OF 200 PSI BY A SINGLE CONTRACTOR.OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALLPROVIDE CONSTRUCTION OBSERVATION AND PREPARE THERECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT"CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FORUNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES,AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALLCONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR ORSUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THECONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:265910101091041087312659109410101010873*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGEELEV: 4741.50FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W12SD12SD12SD12SD12SD12SD15SD15SD15SD15SDNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG BPBPBPBPBPWSWSWSWSWSWSWSWSWSWSWSWSWSNG NG B P BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)0+63 0+00PI: 0+46.52PI: 0+50.76STA 0+05.00STA 0+45.52STA 0+50.94STA 0+51.76STA 0+63.01STA 0+58.40472047304740475047204730474047500+000+70STA 0+05.00STA 0+45.52ELEV = 4732.95STA 0+46.52ELEV = 4732.58STA 0+50.72ELEV = 4732.58STA 0+63.01STA 0+46.52STA 0+50.94STA 0+51.76STA 0+58.40STA 0+65.27ELEV = 4732.6190° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV = 4732.338-IN WATER MAINBUILDING RH-11FIRE SERVICECCFWEHC5-15SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 11(RH-11)N 25TH AVE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT12" TYPE K COPPER FIRE SERVICE63LF2TAP MAINLINE AND INSTALL CORPORATION STOP FOR FIRE SERVICE PERDETAIL 02660-61EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA42" COPPER 90 DEG. BEND AND THRUST BLOCK1EA52" CURB VALVE & CURB STOP, MINNEAPOLIS THREAD1EA6DRY UTILITY CROSSING4EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA82" COPPER 45 DEG. BEND AND THRUST BLOCK.2EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 11 FINISHFLOOR ELEVATION: 4739.50'SEE STRUCTURALROWHOME 11 (RH-11) FIRE SERVICESTA. 00+05 TO 00+63.01TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING2 IN. TYPE K COPPER PIPEOS&Y VALVESEE DETAIL 02660-13,SHEET C1-30VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 37911258866663792588666611*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGEELEV: 4741.001.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE TWO (2") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE TWO(2") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:ENSURE 6.5'MIN. BURY, TYP.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 100 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 2-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE EQUAL TO OR LARGER THAN THE GREATER OF THEDIAMETER OF THE THE SUPPLY PIPE OR THE OS&Y VALVE AS NECESSARY TO MEET THIS REQUIREMENT BASED ON THE CURRENTPARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 WWWWWWWWWWWBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPWSWSWSWSWSWSWSWSWSWSWSWSWSWSBPBPBPBPBPBPBPBPNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+640+00 PI: 0+59.01STA 0+05.00STA 0+07.50STA 0+31.63STA 0+31.75STA 0+32.93STA 0+33.89STA 0+35.89STA 0+41.39STA 0+60.51STA 0+64.09472047304740475047204730474047500+000+70STA 0+05.00STA 0+07.50ELEV = 4732.38STA 0+59.26ELEV = 4732.58STA 0+64.09STA 0+31.63STA 0+31.75STA 0+32.93STA 0+33.89STA 0+35.89STA 0+62.82STA 0+66.33ELEV = 4732.4190° VERT. BEND W/THRUST BLOCKSTA 0+04.99ELEV = 4732.14EXISTING 8-INWATER MAINBUILDING RH-12FIRE SERVICECCFWEHC5-16SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 12(RH-12)TSCHACHE LANE.FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATEDQTY.UNIT14" CLASS 51 DUCTILE IRON FIRE SERVICE.61LF2INSTALL 8" X 4" TEE AT 8" DUCTILE IRON WATER MAIN FOR A 4" DUCTILE IRONFIRE SERVICE CONNECTION.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA44" M.J. 90 DEG. BEND AND THRUST BLOCK1EA54" M.J. GATE VALVE WITH ROAD BOX AND THRUST BLOCK1EA6DRY UTILITY CROSSING6EA7CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA8CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EAEXISTING GROUNDFINISHED GROUNDROWHOME 12 FINISHFLOOR ELEV: 4739.00SEE STRUCTURALROWHOME 12 (RH-12) FIRE SERVICESTA. 00+05 TO 00+63.17TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5'MIN. BURYOS&Y VALVESEE DETAIL 02660-13,SHEET C1-352166666568473ROWHOME 11(RH-11)52168473666660VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 BOTTOM OF FLANGEELEV: 4740.50*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE FOUR (4") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR(4") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.REMOVED FROM PROJECTSHEET RESERVED03/2026 NGNGWP 3WP 2WP 2WP 3 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8WS12SD12SD 12SD18SD18SD18SD18SD18SD18SD18SD18SD 12SD12SD12SD12SD12SD12SD12SD>>>>>>>>>>>>6SD 6SD 6SD6SD 6 SD >> > > > > > > > > > > > > > > > > > > > > > >>> > > > > > 15SD 18SD 18SD 18SD 18SD 18SD 18SD 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBP BF NG BP BP BP BP BP BP BP BPBFBFBFBFBFBFBFBF BFNGNGNGNGNGNGWSWS FS FSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>SSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBF FS FS FS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >6SD8+00 8+91 13+0013+49INSTALL SEWER MH-(4)STA 8+00.00, 0.00RIM = 4737.128" INV IN (E) = 4726.718" INV OUT (N) = 4726.51INSTALL SEWER MH-(7)STA 8+90.85, 0.00RIM = 4736.168" INV IN (S) = 4727.788" INV OUT (W) = 4727.5886.85 LF 8" SDR 35 PVC @ 1.00%EP: 13+48.8272.78 LF 8" SDR 35 PVC @ 0.90%47204730474047504720473047404750MH-(4) STA 8+00.00 RIM ELEV=4737.12 MH-(7) STA 8+90.85 RIM ELEV=4736.16 IE IN (E)=4726.71 IE OUT (N)=4726.51 IE IN (S)=4727.78 IE OUT (W)=4727.58 FG - EG -7+85FG - 4736.98 EG - 4735.038+00FG - 4736.59 EG - 4734.41 FG - EG -9+00FG - EG -7+85FG - 4736.98 EG - 4735.038+00FG - 4736.59 EG - 4734.41 FG - EG -9+00 INV - INV - 4726.71 INV - 4727.19 INV -11.21'86.85 LF 8" SDR 35 PVC@ 1.00%1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 20210(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.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.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT AMINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:TURBULENCE LANESEWER MAINCCFWEHC6-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFINISHED GROUNDEXISTING GROUNDTURBULENCE LANEN 25TH AVE TURBULENCE LANESEWER MAINSTA. 8+00 TO 8+89TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYSTORM DRAINCROSSINGDRY UTILITYCROSSINGDRY UTILITYCROSSINGSTORM DRAINCROSSINGFLAT 2(FL-2)CLUBHOUSE(AM-1)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 MATCH LINE STA13+00 SEE C6-4MATCH LINE STA0+50 SEE C6-510.98'18" MIN.03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWBPBPNGNGS33 S22 W BFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTDBTVBTVWW8WBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPWSWSBPWSWSWSWSWSWS>>>>>>BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGWSWSWSFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BFBFBFW WWW WW WWWWWWWWWWWWWWW BPBPNGNGSS O OS22 201BPBPWWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHP OHP OHP OHPT TVPPDBTVBTV8W 8W NG NGBPBPS 12SDS> >>>>> 15SD 8SNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NGBPBPBPBPBPBPBPBP BP BPBP BPBFBFNG BPBPBPBPWS WSWSWS BP WS WS BP WSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP>>>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)EXISTING CONDITION NOTESNO.DESCRIPTIONAPROTECT EXISTING WATER MAIN.BPROTECT EXISTING FIRE HYDRANT.CPROTECT BURIED FIBER LINE.DPROTECT NATURAL GAS LINE.EPROTECT BURIED POWER LINE.CONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT1INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.68LF2INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.66LF3INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.66LF4INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.**39LF5INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.65LF6INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.50LF7INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.67LF8INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.67LF9INSTALL 1-1/2-IN TYPE K COPPER DOMESTIC WATER SERVICE WITHCURB VALVE AND CURB STOP, MINNEAPOLIS THREAD.**58LF10INSTALL 1-IN TYPE K COPPER DOMESTIC WATER SERVICE WITH CURBVALVE AND CURB STOP, MINNEAPOLIS THREAD.64LF11DRY UTILTY CROSSING.22EA306015300SCALE IN FEETRH 1-8, 11, 12WATER SERVICESCCFWEHC4-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTSCHACHE LANEN 27TH AVEN 25TH AVETURBULENCE LN1479BBC523810ROWHOME 6ROWHOME12AA1111GENERAL NOTES:RECORD DRAWINGS 06/2025 11111111AAAAA1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.8.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BYSIGMA CORPORATION; OR APPROVED EQUAL JOINT RESTRAINTS FOR ALL FITTINGS THATREQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS ORSERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. INSTALL THE MECHANICALRESTRAINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALLJOINTS AS SPECIFIED BY THE ENGINEER.9.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.10.PROVIDE CONCRETE THRUST BLOCKS FOR ALL FITTINGS, BENDS EQUAL OR GREATER TO22.5°, TEES, AND PLUGS IN CONFORMANCE WITH MPWSS AND CITY OF BOZEMANMODIFICATIONS TO MPWSS.11.PERFORM TESTING, CLEANING, AND DISINFECTING OF THE WATER MAIN IN ACCORDANCEWITH MPWSS SECTION 02660-3.4 AND THE CITY OF BOZEMAN STANDARD MODIFICATIONSTO THE MPWSS.12.SEE UTILITY NOTES, SHEET C0-113.ABANDON FIRE SERVICE AT WATER MAIN. TURN OFF THE CORPORATION STOP AND CAPTHE SERVICE AT THE MAIN. REMOVE CURB BOX. CAP OFF WHERE FIRE SERVICE ENTERSEXISTING FIRE RISER ROOM BY PLUGGING WITH INSULATION AND SEALING WITHCONCRETE. ENSURE FIRE SERVICE IS SUCCESSFULLY DISCONNECTED FROM THE WATERMAIN, AS CONFIRMED BY CITY WATER STAFF, BEFORE FINAL CAPPING.6*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIREDTO PERFORM THE WORK, COMPLETE.**QUANTITY ALREADY ACCOUNTED FOR IN THE WATER MAIN SHEETS.SEE PLANVIEW FORNORTHARROW1111ROWHOME 5ROWHOME 4ROWHOME 3ROWHOME 2ROWHOME 1ROWHOME 7ROWHOME 8ROWHOME 11ADEDEDEDEDECDECDECONSTRUCTION NOTESNO.DESCRIPTIONQTY.UNIT13ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.67LF14ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.65LF15ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.63LF16ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.45LF17ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.64LF18ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.55LF19ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.66LF20ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.67LF21ABANDON INSTALLED FIRE SERVICE. SEE NOTE 13.63LF13141516171819202103/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGWP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 1WP 2WP 3WP 2 8W8W8W8W8WSS12SD12SD12SD12SD12SD12SD12SD12SDSSSSSSSS6SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S12SD12SD12SD12SD6SD12SD12SD12SD12SD12SD12SD12SDNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG6SD6SDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPWSWSWSWSBPBPBPWSWSWSWSWSWSWSWSWS8SD>>>>>>>>>>>>>>>>>6SD6SDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSWSWSFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BFBFBFBFMATCH LINE STA15+50 SEE C6-3 MATCH LINE STA 21+50 SEE C6-315+0016+00 17+00 18+00 19+00 20+00 21+00 PI: 15+30.64PI: 18+99.18 INSTALL SEWER MH-(13)STA 18+99.18, 0.00RIM = 4736.168" INV IN (S) = 4729.018" INV OUT (N) = 4728.8158.80 LF 8" SDR 35 PVC @ 1.20%109.42 LF 8" SDR 35 PVC @ 1.20%89.67 LF 8" SDR 35 PVC @ 1.20%15.75 LF 8" SDR 35 PVC @ 1.00%98.93 LF 8" SDR 35 PVC @ 1.40%103.15 LF 8" SDR 35 PVC @ 1.40%INSTALL SEWER MH-(45)STA 17+92.52, 0.00RIM = 4739.938" INV IN (S) = 4730.248" INV OUT (N) = 4730.0486.91 LF 8" SDR 35 PVC @ 1.00%47204730474047504720473047404750FG - 4741.63EG - 4739.4715+30FG - 4741.29EG - 4738.98FG - 4741.08EG - 4738.3616+00FG - 4740.60EG - 4737.72 FG - 4740.61 EG - 4737.1417+00FG - 4740.28 EG - 4736.14 FG - 4740.07 EG - 4735.9718+00FG - 4739.52 EG - 4735.35 FG - 4736.04 EG - 4734.6019+00FG - 4734.53 EG - 4735.27 FG - 4734.10 EG - 4734.9020+00FG - 4734.23 EG - 4734.40 FG - 4734.10 EG - 4733.5521+00FG - 4734.23 EG - 4731.2121+50MH-(13) STA 18+99.18 RIM ELEV=4736.16 IE IN (S)=4729.01 IE OUT (N)=4728.81 89.67 LF 8" SDR 35 PVC@ 1.20%86.91 LF 8" SDR 35 PVC@ 1.00%15.75 LF 8" SDR 35 PVC@ 1.00%58.80 LF 8" SDR 35 PVC@ 1.20%98.93 LF 8" SDR 35 PVC@ 1.40%103.15 LF 8" SDR 35 PVC@ 1.40%IE IN (E)=4733.54IE OUT (N)=4733.34 MH-(9)STA 15+30.64RIM ELEV=4741.57 INV - 4733.33 INV - 4732.53 INV - 4731.33 INV - 4729.99 INV - 4728.88 INV - 4727.43 INV - 4726.04 INV - 4725.34 INV - 4733.13 INV - 4731.93 INV - 4730.73 INV - 4729.48 INV - 4728.13 INV - 4726.74 MH-(45) STA 17+92.52 RIM ELEV=4739.93 IE IN (S)=4730.24 IE OUT (N)=4730.04 109.42 LF 8" RCP @ 1.20%WEST DRIVE SEWERMAINCCFWEHC6-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.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.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWERDEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:INSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 103 LF 8" SDR 35 PVCSANITARY SEWER SERVICETURBUL E N C E L A N ESTORM DRAIN CROSSINGEXISTING GROUNDROWHOME 6(RH-6)INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEN 27TH AVEWEST DRIVE SEWER MAINSTA. 15+33.50 TO 21+50TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 15+91.44INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 17+00.85INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 18+10.27INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 20+00.11INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 21+03.26FINISHED GROUNDSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGWATER MAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAINCROSSINGWATER MAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSINGSTORM DRAIN CROSSING0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 INSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICE9.12'11.20'ROWHOME 5(RH-5)ROWHOME 4(RH-4)ROWHOME 3(RH-3)ROWHOME 2(RH-2)6.96'18" MIN.03/2026 W WW W W W W W W W SSSSSS33 1604230SCOBF BF BPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNGNGNGNGWP 2 WP 3 WP 3WP 1WP 2 S12SD 12SD 12SD 12SD 12SD 12SD 12SD 15SD15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 8S 8S 8S 8S 8S 8S 8S 8S BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPNG NG NG NG NG NG NG NG6SD6SDBPBPBPBPBP BPBPBP8S8S8S 8S 8S 8S 8 SWSWSWSBPBPBPBPBPBPBPBPBPBPNGNGNGNGNGNG NGNGNGNGNGNGWS WS WS NGFS(A)FS(A)FS(A)FS(A)FS(A)21+0022+0023+0023+38103.17 LF 8" SDR 35 PVC @ 1.40%8.13 LF 8" SDR 35 PVC @ 1.40%INSTALL SEWER MH-(14)STA 22+16.56, 0.00RIM = 4734.178" INV IN (S) = 4724.448" INV OUT (NE) = 4724.24117.14 LF 8" SDR 35 PVC @ 1.40%INSTALL SEWER MH-(15)STA 23+37.70, -0.09 LTRIM = 4731.878" INV IN (SW) = 4722.6047104720473047404710472047304740FG - 4734.23EG - 4731.2121+50FG - 4734.24EG - 4736.8622+00FG - 4733.78EG - 4734.57 FG - 4732.22 EG - 4732.1923+00FG - EG -23+40103.17 LF 8" SDR 35 PVC@ 1.40%8.13 LF 8" SDR 35 PVC@ 1.40%117.14 LF 8" SDR 35 PVC@ 1.40%IE IN (SW)=4722.60 IE IN (S)=4724.44IE OUT (NE)=4724.24 MH-(15) STA 23+37.70 RIM ELEV=4731.87 MH-(14)STA 22+16.56RIM ELEV=4734.17 INV - 4725.34 INV - 4724.64 INV - 4723.80 INV - 4723.10 INV - 4722.61 BPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFWP 1 WP 2 WP 2WP 3WP 1WP 2WP 3WP 1WP 28W8W8W8W8W8W8WNGNGNGNGNGBPBPBPBPSS12SD12SD15SD15SD15SD8S8S8S8S8S8S8S8S8S8S8S8SNGNGNGNGNGNGNGNGNGNGNGNGWSWSBPBPWSWS8SD 8SD8SD8SDBPBPBPBPBPFS(A)FS(A)FS(A)FS(A)FS(A)14+00 15+00 6.72 LF 8" SDR 35 PVC @ 1.20%111.86 LF 8" SDR 35 PVC @ 1.20%8.06 LF 8" SDR 35 PVC @ 1.20%INSTALL SEWER MH-(11)STA 14+00.00, 0.00RIM = 4741.798" INV OUT (W) = 4735.06INSTALL SEWER MH-(9)STA 15+30.64, 0.00RIM = 4741.578" INV IN (E) = 4733.548" INV OUT (N) = 4733.34472047304740475047204730474047509.68'8.12'111.86 LF 8" SDR 35 PVC@ -1.20%MH-(11) STA 14+00.00 RIM ELEV=4741.79 MH-(9) STA 15+30.64 RIM ELEV=4741.57 IE OUT (W)=4735.06 IE IN (E)=4733.54 IE OUT (N)=4733.34 FG - EG -13+85FG - 4739.58 EG - 4739.5814+00FG - 4739.22 EG - 4739.22 FG - 4738.95 EG - 4738.9515+00FG - 4739.24 EG - 4739.2415+40 INV - INV - 4735.06 INV - 4734.48 INV - 4733.88 INV -6.72 LF 8" SDR 35 PVC@ 1.20%8.06 LF 8" SDR 35 PVC@ -1.20%WEST DRIVE NORTH& SOUTH SEWERMAINCCFWEHC6-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICEN 27TH AVEFINISHED GROUNDEXISTING GROUNDTRADE WIND LANE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH,AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN ASAPPLICABLE.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIALSHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24")BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THECITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITHTHE SEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TOALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOTACCEPTABLE.GENERAL NOTES:INSTALL 12.5 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 16 LF 4" SCH 40 PVCSANITARY SEWER SERVICEN 25TH AVE FINISHED GROUNDINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEWEST DRIVE SOUTHSEWER MAINSTA. 14+00 TO 15+33.50TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICEROWHOME 1(RH-1)CONNECT TOEXISTING 8"SANITARY SEWERSTUB STA. 23+53.89INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 22+06.43EXISTING GROUNDINSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 14+08.72INSTALL 8" X 4" INLINEWYE FOR SANITARYSEWER SERVICESTA. 15+20.58STORM DRAINCROSSINGSTORM DRAINCROSSINGSTORM DRAINCROSSINGROWHOME 8(RH-8)ROWHOME 7(RH-7)WEST DRIVE NORTHSEWER MAINSTA. 21+50 TO 23+40TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCFLAT 2 (FL-2)FLATS 3(FL-3)ROWHOME 6 (RH-6)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 10.69'9.77'STORM DRAINCROSSINGMATCH LINE STA 21+50 SEE C6-2MATCH LINE STA15+50 SEE C6-2ROWHOME 2(RH-2) 03/2026 WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 3WP 2WP 2WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 28W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8WS12SD12SD12SD>>>>>>>>12SD12SD12SD12SD18SD18SD>>S12SD12SD12SD12SD>>>>>>>>>>>6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD8SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSS8S8S8S8S8SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPNGNGNGNGBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPNGNGNGNGNGBPBPBPBFBFBFBFBFBFNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFNGNGNGNGNGBPWS WS WS WS WS FSSSSSSSSSSSSSSSSSBPSSSSSSSSSSSSSSSSBPBPBPBPBPBPBPW FS FS FSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SD6SD6SD>>>>>>>>>>>6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDFS(A)FS(A) FS( A ) FS( A )FS(A)FS(A)FS(A)FS(A)0+00 1+00 2+00 10+0011+00 12+00 13+00 13+49 INSTALL SEWER MH-(10)STA 10+00.00, 0.00RIM = 4738.788" INV OUT (N) = 4729.672.00 LF 8" SDR 35 PVC @ 0.55%43.44 LF 8" SDR 35 PVC @ 0.55%76.48 LF 8" SDR 35 PVC @ 0.55%22.00 LF 8" SDR 35 PVC @ 0.55%63.61 LF 8" SDR 35 PVC @ 0.55%90.75 LF 8" SDR 35 PVC @ 0.55%4.24 LF 8" SDR 35 PVC @ 0.55%SSSTA 10+06.24STA 10+08.24472047304740475047204730474047502.00 LF 8" SDR 35 PVC @ 0.55%6.24 LF 8" SDR 35 PVC @ 0.55%43.44 LF 8" SDR 35 PVC @ 0.55%90.75 LF 8" SDR 35 PVC @ 0.55%76.48 LF 8" SDR 35 PVC @ 0.55%22.00 LF 8" SDR 35 PVC @ 0.55%65.61 LF 8" SDR 35 PVC @ 0.55%MH-(7) STA 13+48.82 RIM ELEV=4736.16 MH-(10)STA 10+00.00RIM ELEV=4738.78FG - 4738.78EG - 4735.5410+00FG - 4738.76EG - 4735.18FG - 4738.49EG - 4734.6811+00FG - 4738.35 EG - 4734.16 FG - 4738.13 EG - 4734.1112+00FG - 4737.92 EG - 4734.12 FG - 4737.84 EG - 4733.9213+00FG - EG - FG - EG -13+60IE OUT (N)=4729.67 IE IN (S)=4727.78IE OUT (W)=4727.58 INV - 4729.67 INV - 4729.41 INV - 4729.14 INV - 4728.86 INV - 4728.59 INV - 4728.31 INV - 4728.04 INV - 4727.78 INV -42.30 LF 8" SDR 35 PVC @ 0.55%EAST SEWER MAINCCFWEHC6-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSINSTALL 91 LF 4" SCH 40PVC SANITARY SEWERSERVICE1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINEDBY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEEXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE TO FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER ANDSTORM DRAIN AS APPLICABLE.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINTAND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OFTWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERSSHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWERSUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT A MINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUSTBE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELYFLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:N 25TH AVEEXISTING GROUNDFINISHED GROUNDTURBULENCE LANEINSTALL 38 LF4" SCH 40 PVCSANITARYSEWERSERVICEINSTALL 64 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 42 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 12 LF 4" SCH 40 PVCSANITARY SEWER SERVICE9.09'CLUBHOUSE(AM-1)ROWHOME 9(RH-9)SINGLE UNIT 1(SU-1)SINGLE UNIT 2(SU-2)SINGLE UNIT 3(SU-3)INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 4" INLINE WYEFOR SANITARY SEWERSERVICEEAST DRIVE SEWER MAINSTA. 10+00 TO 13+51.91TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5' MIN. BURYINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 12+83.21INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 12+61.21INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 11+84.74INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+93.98INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+50.54INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 10+06.24STA. 10+08.24ROWHOME 10(RH-10)WATER SERVICECROSSING9.60'DRY UTILITY CROSSINGINSTALL 12" PVCDRY UTILITY CROSSINGSTORM DRAINCROSSINGSTORMDRAINCROSSINGWATER SERVICECROSSINGINSTALL 12" PVCDRY UTILITYCROSSINGDRY UTILITYCROSSINGWATER SERVICECROSSINGWATER SERVICECROSSINGROWHOME 11(RH-11)ROWHOME 12(RH-12)0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 MATCH LINE STA 13+00 SEE C6-1INSTALL 8" X 4" INLINE WYEFOR SANITARY SEWERSERVICE62.77' 03/2026 PI: 2+81.19 SSSSS30 31SS BF BTVWWFDCWP 1IJLKM14121110978J'WP 1WP 1WP 28W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8WS12SD12SD15SD15SD15SD15SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8SWSWSWS FS FS FSSSSSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPNGNGNGNG WSWS FS FSSSSSSSWSWSWS FS FS FS>>>>>>>>>>>>>>>>>>>>>>>>>>>BPBPBPBPBPBFBFBFBFBFBFNGNGNGNGSSSSBPBPBPBPBPBFBFBFBFBFBFBFNGNGBPBPBP FS FS FSWSWSWSWS>>>>>>>>>>>>>>>12SD 12SD 12SD 12SD BPBPBPBPNGNGNG 0+001+00 2+00 3+00 4+00 4+10149.47 LF 8" SDR 35 PVC @ 1.00%33.95 LF 8" SDR 35 PVC @ 1.00%INSTALL SEWER MH-(5)STA 2+81.19, 0.00RIM = 4732.788" INV IN (S) = 4723.678" INV OUT (N) = 4723.48124.91 LF 8" SDR 35 PVC @ 1.00%INSTALL SEWER MH-(6)STA 4+10.10, 0.00RIM = 4730.858" INV IN (S) = 4722.2316.99 LF 8" SDR 35 PVC @ 0.90%72.78 LF 8" SDR 35 PVC @ 0.90%INSTALL SEWER MH-(46)STA 0+93.77, 0.00RIM = 4735.748" INV IN (S) = 4725.708" INV OUT (N) = 4725.50149.47 LF 8" SDR 35 PVC @ 1.00%47104720473047404710472047304740FG - 4736.98EG - 4735.030+00FG - 4736.28EG - 4735.06FG - 4735.50EG - 4734.891+00FG - 4734.71EG - 4734.35 FG - 4733.92 EG - 4733.342+00FG - 4733.14 EG - 4732.44 FG - 4732.34 EG - 4732.053+00FG - 4731.52 EG - 4731.62 FG - 4730.81 EG - 4730.994+00FG - EG -4+15MH-(5) STA 2+81.19 RIM ELEV=4732.78 MH-(6) STA 4+10.10 RIM ELEV=4730.85 IE IN (S)=4723.67 IE OUT (N)=4723.48 IE IN (S)=4722.23 124.91 LF 8" SDR 35 PVC@ 1.00%33.95 LF 8" SDR 35 PVC@ 1.00%149.47 LF 8" SDR 35 PVC@ 1.00%18.99 LF 8" SDR 35 PVC @ 0.90%74.78 LF 8" SDR 35 PVC @ 0.90%MH-(4)STA 0+00.00RIM ELEV=4737.12IE IN (E)=4726.71IE OUT (N)=4726.51 INV - 4726.51 INV - 4725.46 INV - 4724.46 INV - 4723.31 INV - 4722.31 INV - INV - 4726.07 INV - 4724.96 INV - 4723.96 INV - 4722.81 IE IN (S)=4725.70IE OUT (N)=4725.50 MH-(46)STA 0+93.77RIM ELEV=4735.74 N 25 AVE SEWERMAINCCFWEHC6-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSINSTALL 111 LF 6" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 56 LF 8" SDR 35 PVCSANITARY SEWER SERVICEINSTALL SAND OIL SEPARATORN 25TH AVEFINISHED GROUNDEXISTING GROUNDTRADE WIND LANEINSTALL 57 LF 4" SCH 40 PVCSANITARY SEWER SERVICEINSTALL 51 LF 8" SDR 35 PVCSANITARY SEWER SERVICEINSTALL 46 LF 4" SCH 40 PVCSANITARY SEWER SERVICECLUBHOUSE(AM-1)NORTH 25TH AVENUE SEWER MAINSTA. 0+00 TO 4+10.10TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING8" ASTM D3034 SDR 35 PVCGEARGARAGE(AM-2)INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 6" INLINE WYE FORSANITARY SEWER SERVICEINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICEFLATS 1(FL-1)8.96'9.36'10.04'ENSURE 5' MIN. BURYINSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 2+96.64INSTALL 8" X 6" INLINE WYE FORSANITARY SEWER SERVICESTA. 2+45.24INSTALL 8" X 4" INLINE WYE FORSANITARY SEWER SERVICESTA. 0+74.78WATERSERVICECROSSINGSTORMDRAINCROSSINGDRYUTILITYCROSSINGWATERSERVICECROSSINGWATER MAINCROSSINGSTORM DRAIN CROSSINGDRY UTILITY CROSSINGWATERSERVICECROSSINGFLATS 2 (FL-2)TURBULENCE LANE 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 MATCH LINE STA00+50 SEE C6-1WATER MAINCROSSINGWATERSERVICECROSSING9.36'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 20210(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.6.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE OF MANHOLE.8.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.9.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.10.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.11.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN OR SERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.12.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALL TAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.13.ALL SEWERS ARE REQUIRED TO BE INSPECTED USING A TELEVISION (TV) CAMERA BEFORE FINAL ACCEPTANCE. ALL TV INSPECTIONS OF NEW SEWERS SHALL BE DONE BY THE CITY OF BOZEMAN SEWER DEPARTMENT AT CONTRACTOR EXPENSE UNLESS OTHERWISE APPROVED BY THE WATER/SEWER SUPERINTENDENT. SCHEDULE INSPECTIONS WITH THE SEWER DEPARTMENT AMINIMUM OF ONE WEEK IN ADVANCE. DE-WATERING EQUIPMENT MUST BE SHUT DOWN A MINIMUM OF 24 HOURS PRIOR TO THE TV INSPECTION TO ALLOW GROUNDWATER TO RETURN TO TYPICAL LEVELS. ADEQUATELY FLUSH THE SEWER LINES PRIOR TO EACH TV INSPECTION. TV INSPECTION OF DRY SEWER LINES IS NOT ACCEPTABLE.GENERAL NOTES:18" MIN.03/2026 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S 15SD15SD15SD15SD15SD15SD15SD15SD24SD 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SDWSWSWSWSWSWSWSWS WSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS>BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG NG NGSSSSSSSSSSSSSSSSSS SSSSSSFDC11 10 9 830SSWW0+00 0+54 PI: 0+29.96 P I : 0 + 4 0 . 4 8 STA 0+15.76STA 0+40.48STA 0+29.96STA 0+53.60STA 0+50.60STA 0+00.0047104720473047404710472047304740-0+050+000+60IE IN (S)=4722.23 MH-(6)STA 00+00RIM ELEV=4730.69STA 0+02.42ELEV=4722.23STA 0+53.60ELEV=4725.30TEMPORARY ENDOF SEWER SERVICESTA 0+29.89ELEV=4722.78STA 0+31.90ELEV=4724.87STA 0+50.60STA 0+15.76ELEV=4726.09FL-1 SEWERSERVICECCFWEHC7-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFLAT 1(FL-1)TRADE WIND LANEN 25TH AVE 2%SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT18" SDR 35 PVC SANITARY SEWER SERVICEPIPE54LF2CONNECT TO EXISTING MANHOLE. COREMINIMUM 10" DIAMETER. INSTALL INSERTALOK OR LINK SEAL AND GROUT ANNULUSSPACE WITH NON-SHRINK GROUT.1EA38" SDR 35 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 8" SDR 35 PVC CAP1EA58" SDR 35 PVC 45 DEG BEND4EA6STORM DRAIN MAIN CROSSING1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA112246FLAT 1 FINISH FLOORELEVATION: 4731.30FLAT 1 (FL-1) SEWER SERVICESTA. 00+00 TO 00+53.46TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDINGEXISTING GROUNDFINISHED GROUND3654130VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 5558.96'2%1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:11* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.2 45° BENDSONE HORIZONTALONE VERTICAL2 45° BENDSONE HORIZONTALONE VERTICAL2 45° BENDSONE HORIZONTALONE VERTICAL2 45° BENDSONE HORIZONTALONE VERTICAL7703/2026 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDSSSSSSSS SSWSWSWSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FSSSSSSSSSSSSSSSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>S FS FS FS FS FS FS FSWSWSWSWSWSWSWSWS0+00 0+58STA 0+00.00STA 0+03.00STA 0+24.07STA 0+27.27STA 0+58.27STA 0+46.2747204730474047504720473047404750-0+050+000+65STA 0+00.00ELEV=4730.10TEMPORARY END OFSEWER SERVICESTA 0+55.86ELEV=4725.71MH-(46) STA 00+58.27 RIM ELEV=4735.59STA 0+27.27ELEV=4726.29STA 0+24.07ELEV=4729.61IE IN (S)=4725.70 IE OUT (N)=4725.50 STA 0+46.27STA 0+03.00FL-2 SEWERSERVICECCFWEHC7-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFLAT 2(FL-2)N 25TH AVEEXISTING GROUNDFINISHED GROUND2%SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT18" SDR 35 PVC SANITARY SEWER SERVICEPIPE58LF2CONNECT TO EXISTING MANHOLE. COREMINIMUM 10" DIAMETER. INSTALL INSERTALOK OR LINK SEAL AND GROUT ANNULUSSPACE WITH NON-SHRINK GROUT.1EA38" SDR 35 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 8" SDR 35 PVC CAP1EA5WATER MAIN CROSSING1EA68" SDR 35 PVC 45 DEG BEND2EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA1453FLAT 2 (FL-2) SEWER SERVICESTA. 00+00 TO 00+58.27TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDING60VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 2%43166251FLAT 2FINISH FLOORELEVATION:4736.106210.58'1* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7503/2026 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS8S8S8S8S8S8S8S8S8S8S8S8S12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD12SDS0+00 1+00 1+07 STA 1+04.68STA 0+47.96STA 0+46.16STA 0+43.746SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD47204730474047504720473047404750-0+050+001+001+10STA 0+00.00ELEV=4734.80TEMPORARY END OFSEWER SERVICESTA 1+04.68ELEV=4730.24IE IN (S)=4730.24 IE OUT (N)=4730.04 MH-(45) STA 01+07.10 RIM ELEV=4740.08STA 0+46.16ELEV=4731.41STA 0+43.74ELEV=4733.93FL-3 SEWERSERVICECCFWEHC7-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFLAT 3(FL-3)EXISTING GROUNDFINISHED GROUND2%SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT18" SDR 35 PVC SANITARY SEWER SERVICEPIPE105LF2CONNECT TO EXISTING MANHOLE. COREMINIMUM 10" DIAMETER. INSTALL INSERTALOK OR LINK AND GROUT SEAL ANNULUSSPACE WITH NON-SHRINK GROUT.1EA38" SDR 35 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 8" SDR 35 PVC CAP1EA5STORM DRAIN CROSSING1EA68" SDR 35 PVC 45 DEG. BEND2EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA12STA 00+03.0043STA 00+03.00STA 00+00.00431FLAT 3FINISH FLOORELEVATION:4740.80FLAT 3 (FL-3) SEWER SERVICESTA. 00+00 TO 01+04.68TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" ASTM D3034 SDR 35 PVCENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDING5STA 00+47.9620VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510RECORD DRAWINGS 06/2025 12%5666610.54'* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 NGNGNGNGSSSSS12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 15SD8S 8S 8S 8S 8S 8S 8S 8S 6SD8S 8 S 8 SSSSSS 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 15SD8S 8S 8S 8S 8S 8S 8S 8S 6SD8S 8 S 8 SSTA 0+08.32472047304740472047304740-0+050+000+20STA 0+00.00ELEV=4725.64TEMPORARY END OFSEWER SERVICESTA 0+11.95ELEV=4725.00STA 0+11.23ELEV=4725.42RH-1 SEWERSERVICECCFWEHC7-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 1(RH-1)EXISTING GROUNDFINISHED GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAINSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA1122STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.0045STA 00+02.003STA 00+03.00ROWHOME 1FINISH FLOORELEVATION:4734.50ROWHOME 1 (RH-1) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDING0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 * QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7403/2026 SSSS12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 0+00 0+12STA 0+09.11472047304740472047304740-0+050+000+20STA 0+11.19ELEV=4726.86STA 0+12.00ELEV=4726.46STA 0+00.00ELEV=4727.08TEMPORARY END OFSEWER SERVICERH-2 SEWERSERVICECCFWEHC7-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 2(RH-2)FINISHED GROUNDEXISTING GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAIN1122STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.0045STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EAROWHOME 2FINISH FLOORELEVATION:4734.50ENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDINGROWHOME 2 (RH-2) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 * QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 SSSS12SD 12SD 12SD 12SD 12SD 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SD8SD472047304740472047304740-0+050+000+20STA 0+00.00ELEV=4728.52TEMPORARY END OFSEWER SERVICESTA 0+11.23ELEV=4728.30STA 0+12.00ELEV=4727.90RH-3 SEWERSERVICECCFWEHC7-6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 3(RH-3)EXISTING GROUNDFINISHED GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAIN12STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH DRAIN AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA1245STA 00+02.003ROWHOME 3FINISH FLOORELEVATION:4734.50ENSURE 5'MIN. BURYEXTERIOR WALLOF BUILDINGROWHOME 3 (RH-3) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 * QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.STA 00+03.006STA 00+10.5761.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS8S 8S 8S 8S 8S 8S 8S 8S 8S 8SS0+00 0+12STA 0+07.57472647304740472647304740-0+050+000+20STA 0+00.00ELEV=4730.97TEMPORARY END OFSEWER SERVICESTA 0+11.10ELEV=4730.75STA 0+11.86ELEV=4730.35RH-4 SEWERSERVICECCFWEHC7-7SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 4(RH-4)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUND12STA 00+11.863STA 00+03.005STA 00+02.004STA 00+00.001245STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EAROWHOME 4FINISH FLOORELEVATION:4740.30EXTERIOR WALLOF BUILDINGROWHOME 4 (RH-4) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC2%ENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 6647461.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 SSSS8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSTA 0+11.10473047404750473047404750-0+050+000+20STA 0+00.00ELEV=4732.40TEMPORARY END OFSEWER SERVICESTA 0+11.10ELEV=4732.18STA 0+12.00ELEV=4731.79RH-5 SEWERSERVICECCFWEHC7-8SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 5(RH-5)FINISHED GROUND2%EXISTING GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAIN12STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.00125STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EAROWHOME 5FINISH FLOORELEVATION:4740.90EXTERIOR WALLOF BUILDINGROWHOME 5 (RH-5) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:74703/2026 SSSS8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSTA 0+11.10473047404750473047404750-0+050+000+20STA 0+00.00ELEV=4733.72TEMPORARY END OFSEWER SERVICESTA 0+11.10ELEV=4733.50STA 0+12.00ELEV=4733.10RH-6 SEWERSERVICECCFWEHC7-9SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 6(RH-6)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUND12STA 00+12.003STA 00+03.005STA 00+02.004STA 00+00.001245STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE12LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA2%ROWHOME 6FINISH FLOORELEVATION:4741.50EXTERIOR WALLOF BUILDINGROWHOME 6 (RH-6) SEWER SERVICESTA. 00+00 TO 00+12.00TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 SSSSSSS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSTA 0+15.08473047404750473047404750-0+050+000+20STA 0+00.00ELEV=4734.80TEMPORARY END OFSEWER SERVICESTA 0+15.08ELEV=4734.50STA 0+15.48ELEV=4734.11RH-7 SEWERSERVICECCFWEHC7-10SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 7(RH-7)FINISHED GROUNDEXISTING GROUND12STA 00+15.843STA 00+03.005STA 00+02.004STA 00+00.001245STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE16LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EASheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS2%ROWHOME 7FINISH FLOORELEVATION:4742.20EXTERIOR WALLOF BUILDINGROWHOME 7 (RH-7) SEWER SERVICESTA. 00+00 TO 00+15.84TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCENSURE 5'MIN. BURYPROPOSED8" SDR 35 PVCSANITARYSEWER MAIN* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 SSSSSSS8S8S8S8S8S8S8S8SD8SD8SD8SD8SD8SD8SD8SDSTA 0+11.52SD SD SD SD SD SD473047404750473047404750-0+050+000+20STA 0+00.00ELEV=4736.08TEMPORARY END OFSEWER SERVICESTA 0+11.52ELEV=4735.85STA 0+12.28ELEV=4735.45RH-8 SEWERSERVICECCFWEHC7-11SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 8(RH-8)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUND12STA 00+12.283STA 00+03.005STA 00+02.004STA 00+00.001245STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE13LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EASheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS2%ROWHOME 8FINISH FLOORELEVATION:4742.50EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURYROWHOME 8 (RH-8) SEWER SERVICESTA. 00+00 TO 00+12.28TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSS WP 30+00 0+13STA 0+12.37472547304740472547304740-0+050+000+20STA -0+00.00ELEV=4729.36TEMPORARY END OFSEWER SERVICESTA 0+12.37ELEV=4729.11STA 0+13.13ELEV=4728.72RH-9 SEWERSERVICECCFWEHC7-12SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 9(RH-9)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUND12STA 00+13.1335STA 00+02.004STA 00+00.001245STA 00+02.003STA 00+03.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE14LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND1EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EASTA 00+03.00SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 9 (RH-9) SEWER SERVICESTA. 00+00 TO 00+13.13TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC2%ROWHOME 9FINISH FLOORELEVATION:4738.50EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 664735SINGLE UNIT 1(SU-1)1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:7703/2026 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSPI: 0+31.22STA 0+16.94STA 0+64.4747254730474047504725473047404750-0+050+000+70STA -0+00.00ELEV=4731.90TEMPORARY END OFSEWER SERVICESTA 0+64.47ELEV=4730.27STA 0+65.23ELEV=4729.88STA 0+31.22ELEV=4730.94RH-10 SEWERSERVICECCFWEHC7-13SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 10(RH-10)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUND12STA 00+65.233STA 00+02.004STA 00+00.0043STA 00+02.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE66LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 22.5 DEG BEND1EA74" SDR 26 PVC 45 DEG. BEND1EA8INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA612STA 00+65.23NOTE: ACTUAL ANGLE IS29 DEGREES. DEFLECT ASNECESSARY.6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 10 (RH-10) SEWER SERVICESTA. 00+00 TO 00+65.23TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVC2%ROWHOME 10FINISH FLOORELEVATION:4740.00EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY5STA 00+16.94* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 571.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:887STA 00+64.4703/2026 WP 3WP 212SDS8S 8S 8S BP SS SS SS SS SS SS SSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSS0+000+91PI: 0+03.67PI: 0+27.65STA 0+91.08STA 0+27.65STA 0+11.42STA 0+02.00STA 0+01.00STA 0+00.00STA 0+03.6712SDSTA 0+90.32S472547304740 472547304740-0+050+001+00STA 0+00.00ELEV=4732.31TEMPORARY END OFSEWER SERVICESTA 0+90.32ELEV=4730.51STA 0+91.08ELEV=4730.05RH-11 SEWERSERVICECCFWEHC7-14SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 11(RH-11)FINISHED GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDROWHOME 12(RH-12)5STA 00+02.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE91LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING2EA64" SDR 26 PVC 45 DEG. BEND3EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA13STA 00+01.0045STA 00+03.676STA 00+27.65126STA 00+11.42SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 11 (RH-11) SEWER SERVICESTA. 00+00 TO 00+90.56TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCROWHOME 11FINISH FLOORELEVATION:4739.50EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 2655346661.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:771103/2026 S8S8S8S8S8S8S8S8S8S8S8S8S8SNGSSSSSSSSSSSSSSSSSSSSSSSSSSWP 3 0+00 0+38PI: 0+18.35PI: 0+19.76STA 0+03.00STA 0+02.00SSSSSSSSSSSSTA 0+37.72STA 0+36.96472547304740472547304740-0+050+000+50STA 0+00.00ELEV=4731.25TEMPORARY END OFSEWER SERVICESTA 0+36.96ELEV=4730.51STA 0+19.76ELEV=4730.85STA 0+18.35ELEV=4730.89STA 0+37.72ELEV=4730.07RH-12 SEWERSERVICECCFWEHC7-15SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSROWHOME 12(RH-12)FINISHED GROUNDEXISTING GROUND4STA 00+00.00SEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE11LF2INSTALL 8" X 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING1EA64" SDR 26 PVC 45 DEG. BEND3EA7INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA1215STA 00+03.004SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS2%ROWHOME 12 (RH-12) SEWER SERVICESTA. 00+00 TO 00+10.59TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCROWHOME 12FINISH FLOORELEVATION:4739.00EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 6533STA 00+02.001.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:71667PROPOSED8" SDR 35 PVCSANITARYSEWER MAIN662603/2026 8S8S8S8S8S8S8S8S8S8SSSSSSSWS WS WSWSWSWSSSSSSSSSSSSSSSSSSSSSWP 3STA 0+40.85STA 0+41.6147254730474047504725473047404750-0+050+000+50STA 0+00.00ELEV=4729.81TEMPORARY END OFSEWER SERVICESTA 0+40.85ELEV=4728.99STA 0+41.61ELEV=4728.60SU-1 SEWERSERVICECCFWEHC7-16SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSINGLEUNIT 1(SU-1)ROWHOME 9(RH-9)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE42LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SCH. 40 PVC CAP1EA54" SDR 26 PVC 45 DEG. BEND1EA6INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA13STA 00+02.004STA 00+00.0043STA 00+02.00SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS12%SINGLE UNIT 1 (SU-1)SEWER SERVICESTA. 00+00 TO 00+41.61TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCSINGLE UNIT 1FINISH FLOORELEVATION:4737.75EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 55221.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:6603/2026 8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSSSSWP 30+00 0+35STA 0+35.35STA 0+34.58WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS47254730474047504725473047404750-0+050+000+50STA 0+00.00ELEV=4730.22TEMPORARY END OFSEWER SERVICESTA 0+34.58ELEV=4729.53STA 0+35.35ELEV=4729.14SU-2 SEWERSERVICECCFWEHC7-17SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSINGLEUNIT 2(SU-2)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE36LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA54" SDR 26 PVC 45 DEG. BEND1EA6INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA13STA 00+02.004STA 00+00.0043STA 00+02.00SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS12%SINGLE UNIT 2 (SU-2)SEWER SERVICESTA. 00+00 TO 00+35.35TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCSINGLE UNIT 2FINISH FLOORELEVATION:4738.25EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 22551.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:6603/2026 >>>>>>>>8S8S8S8S8S8S8S8S8S8SWSWSWSSSSSSSSSSSSSSSSSSSWP 3WP 30+00 0+38STA 0+37.27STA 0+38.0347254730474047504725473047404750-0+050+000+50STA 0+00.00ELEV=4730.78TEMPORARY END OFSEWER SERVICESTA 0+37.27ELEV=4730.03STA 0+38.03ELEV=4729.64SU-3 SEWERSERVICECCFWEHC7-18SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSSINGLEUNIT 3(SU-3)FINISHED GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE39LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA54" SDR 26 PVC 45 DEG. BEND1EA6INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA13STA 00+02.004STA 00+00.0043STA 00+02.0012%SINGLE UNIT 3 (SU-3)SEWER SERVICESTA. 00+00 TO 00+38.03TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCSINGLE UNIT 3FINISH FLOORELEVATION:4738.75ENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 EXTERIOR WALL OF BUILDING55221.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:6603/2026 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8S8S8S8S8S 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD6SD6SD 6 SD 6SD 6SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDSSSSSSSS SSSSSSSSSSSSSSSSSSSSBP BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF BF BF NG NG NG NG NG NG NG NGWSWS FSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>0+00 0+56STA 0+38.88STA 0+34.00STA 0+32.00STA 0+30.00STA 0+16.28STA 0+00.00STA 0+00.76STA 0+56.46STA 0+54.46472047304740472047304740-0+050+000+60STA -0+00.00ELEV=4726.32STA 0+00.76ELEV=4726.72STA 0+56.46ELEV=4727.83TEMPORARY END OFSEWER SERVICEAM-1 SEWERSERVICECCFWEHC7-19SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 25TH AVE CLUBHOUSE(AM-1)FINISHED GROUND2%PROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE57LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SHEET C1-41EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING2EA64" SDR 26 PVC 45 DEG. BEND1EA7DRY UTILITY CROSSING3EA8INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA13STA 00+54.4615STA 00+16.285STA 00+38.88SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSCLUBHOUSE (AM-1)SEWER SERVICESTA. 00+00 TO 00+56.46TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCCLUBHOUSEFINISH FLOORELEVATION:4733.50EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET12242.55510RECORD DRAWINGS 06/2025 2642655777777STA 00+30.00STA 00+32.00STA 00+34.00431.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:8803/2026 WP 28W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S S6SD SS SS SS SSSSSSSSSSSSSSSS18SD18SD18SD18SD18SD 18SD BP BP BP BP BP BP BP BP BF BF BF BF BF BF BF BF NG NG NG NG NG NG 0+00 1+001+10STA 1+10.02STA 1+07.02STA 0+00.00STA 0+12.60STA 0+30.00STA 0+31.00STA 0+32.00STA 0+34.00STA 0+00.73STA 0+08.02STA 0+58.65STA 0+72.1547204730474047504720473047404750-0+050+001+001+15STA -0+00.00ELEV=4724.48STA 0+00.73ELEV=4724.84STA 0+58.65ELEV=4726.00STA 0+72.15ELEV=4726.24STA 1+10.02ELEV=4727.00TEMPORARY END OFSEWER SERVICE8W 8W 8W 8W 8W 8W8S8S8S8S8S8S 8SS18SD18SD18SD18SD18SD18SDWSWSWSWSWSWSWS FS FS FS FS FS FSSSSSSSSSSSBP BP BP BP BP BP BPBFBFBFBFBFBFBFNGNGNGNGNG1+001+100+000+45STA 0+45.31STA 0+42.31STA 0+33.47STA 0+31.47STA 0+30.47STA 0+29.47STA 0+11.26STA 0+00.00STA 0+00.76472047304740472047304740-0+050+000+50STA 0+00.00ELEV=4723.76STA 0+00.76ELEV=4724.20STA 0+45.31ELEV=4725.10TEMPORARY END OFSEWER SERVICEAM-3 SEWERSERVICECCFWEHC7-20SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFINISHEDGROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINEXISTING GROUNDANDERSON PRECAST 1500GAL SAND / OILSEPARATOR OREQUIVALENT APPROVED BYENGINEER PER CITY OFBOZEMAN STANDARDSFINISHED GROUNDEXISTING GROUNDPROPOSED8" SDR 35 PVCSANITARYSEWER MAINSEWER SERVICE QUANTITY SCHEDULEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" SDR 26 PVC SANITARY SEWER SERVICEPIPE45LF2INSTALL 8" x 4" SDR 35 PVC INLINE WYE1EA34" SDR 26 PVC CLEANOUT SEE SEWERDETAILS SHEET1EA4TEMPORARY 4" SDR 26 PVC CAP1EA5STORM DRAIN CROSSING2EA66" SDR 26 PVC SANITARY SEWER SERVICEPIPE110LF7INSTALL 8" x 6" SDR 35 PVC INLINE WYE1EA86" SDR 26 PVC CLEANOUT SEE SEWERDETAILS SHEET1EA9ANDERSON PRECAST 1500 GAL SAND / OILSEPARATOR1EA10TEMPORARY 6" SDR 26 PVC CAP1EA11DRY UTILITY CROSSING6EA124" SDR 26 PVC 45 DEG. BEND1EA136" SDR 26 PVC 45 DEG. BEND1EA14INSTALL TRENCH PLUG AT BUILDINGFOUNDATION PER GEOTECHNICAL REPORT1EA165STA 00+11.263STA 00+42.3145STA 00+12.6098STA 01+07.0210SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS2%1GEAR GARAGE (AM-3)SEWER SERVICESTA. 00+00 TO 00+45.35TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4" ASTM D3034 SCH. 40 PVCGEAR GARAGEFINISH FLOORELEVATION:4732.10EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURYGEAR GARAGE (AM-3)SEWER SERVICE 2STA. 00+00 TO 01+10.02TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6" ASTM D3034 SCH. 40 PVCGEAR GARAGEFINISH FLOORELEVATION:4732.10EXTERIOR WALLOF BUILDINGENSURE 5'MIN. BURY2%2%66111111STA 00+29.47STA 00+30.47STA 00+31.47111111STA 00+30.00STA 00+32.00STA 00+34.00* QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIESREQUIRED TO PERFORM THE WORK, COMPLETE.0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555105101020RECORD DRAWINGS 06/2025 713810911111111571311STA 00+31.008GEAR GARAGE (AM-3)GEARGARAGE(AM-3)111111115243121211STA 00+33.4721.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATEDAPRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY,OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESEPLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.SEWER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.6.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.7.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES,EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORMDRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCEFROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.8.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.9.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUNOF PIPE.10.ADEQUATE INSULATION SHALL BE PROVIDED WHERE SANITARY SEWER MAIN ORSERVICE HAS LESS THAN FIVE FEET (5'-0") OF COVER.11.INSTALL DETECTABLE WARNING TAPE CENTERED OVER ALL SERVICE LINES. INSTALLTAPE A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOURINCHES (24") BELOW FINISH GRADE.12.MINIMUM SLOPE OF ALL SEWER SERVICES IS 1/4" PER FOOT. MAXIMUM SLOPE IS 1/2"PER FOOT.13.SERVICES SHALL BE INSTALLED PERPENDICULAR TO MAIN.14.FOR STUBS DEEPER THAN 6.5 FEET, SEE CITY OF BOZEMAN STANDARD DETAIL02730-3, SHEET C1-415.CONNECT TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF BOZEMANSTANDARD DETAIL 02730-2, SHEET C1-4.16.CLEANOUTS SHALL BE INSTALLED WITHIN 3 FEET OF THE BUILDING FACE, AT ANGLECHANGES GREATER THAN 45 DEGREES, AND EVERY 100 LINEAL FEET. SEE CITY OFBOZEMAN STANDARD DETAIL 02730-4, SHEET C1-4 FOR INSTALLATION.17.TEMPORARY END OF SERVICE AT BUILDING FACE.GENERAL NOTES:INSTALL INSULATION BLUE BOARD1414141403/2026 O O O O O O O O O OWP 3WP 3 WP 2WP 2 WP 3 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WS12SD12SD 12SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDWSWSWSWSWS FS FS FS FS 12SD12SD12SD12SD12SD12SD12SD>>>>>>>>>>>>6SD 6SD 6SD>> > > > > > > > > > > > > > > > > > > > > > >>> > > > 15SD 15SD 18SD 18SD 18SD 18SD 18SD 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSS12SD12SD12SD12SD BPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBP BF BFNG BP BP BP BP BP BP BPBFBFBFBFBFBFBFNGNGNGNGNG 6W 6W WSWS8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SDSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > 85+0086+00 87+00 S153.98 LF 18" PVC @ 0.20%27.39 LF 12" PVC @ 0.22%64.49 LF 18" PVC @ 0.20%101.49 LF 12" PVC @ 1.00%12.60 LF 12" PVC @ 1.00%27.00 LF 12" PVC @ 1.00%26.85 LF 12" PVC @ 1.00%27.00 LF 12" PVC @ 1.00%PI: 86+62.98 PI: 87+31.48MH-(14)STA 85+05.00, 0.00INSTALL NEW STORM MHRIM = 4735.4812" INV IN (N) = 4732.4418" INV OUT (E) = 4732.34MH-(28)STA 85+01.96, -31.30 LTINSTALL NEW CURB INLETRIM = 4735.476" INV IN (E) = 4733.006" INV IN (NW) = 4732.5012" INV OUT (S) = 4732.50MH-(29)STA 86+62.69, -31.00 LTINSTALL NEW CURB INLETRIM = 4736.5512" INV OUT (S) = 4732.45MH-(15)STA 86+62.98, 0.00INSTALL NEW STORM MHRIM = 4736.5518" INV IN (W) = 4732.0312" INV IN (N) = 4732.1818" INV OUT (E) = 4731.93MH-(7)STA 87+31.48, 0.00INSTALL NEW STORM MHRIM = 4737.2515" INV IN (S) = 4731.6218" INV IN (W) = 4731.8018" INV OUT (N) = 4730.27MH-(30)STA 88+31.40, 0.00INSTALL NEW STORM MHRIM = 4735.5312" INV IN (S) = 4730.6512" INV OUT (E) = 4730.45MH-(16)STA 88+25.56, 30.30 RTINSTALL NEW CURB INLETRIM = 4735.5412" INV OUT (N) = 4730.92MH-(31)STA 89+36.90, 0.00INSTALL NEW STORM MHRIM = 4734.8218" INV IN (S) = 4729.1412" INV IN (W) = 4729.4412" INV IN (E) = 4729.4418" INV OUT (N) = 4728.94MH-(34)STA 89+53.71, 0.00INSTALL NEW STORM MHRIM = 4734.2212" INV IN (S) = 4729.7712" INV OUT (W) = 4729.57MH-(33)STA 89+63.39, 29.45 RTINSTALL NEW CURB INLETRIM = 4734.0612" INV OUT (N) = 4730.04PI: 89+36. 9 0 PI: 89+53.7 1 88+31 89+004720473047404750 4720473047404750FG - 4735.56EG - 4735.2485+00FG - 4735.75EG - 4735.52FG - 4736.10EG - 4735.4986+00FG - 4736.46EG - 4735.42 FG - 4737.17 EG - 4735.3287+00FG - 4736.60 EG - 4734.72 FG - 4736.06 EG - 4733.4288+00FG - 4735.48 EG - 4732.31 FG - 4735.13 EG - 4730.8389+00FG - 4734.51 EG - 4729.90 FG - EG -90+00FG - EG -90+29IE IN (N)=4732.44IE OUT (E)=4732.34IE IN (W)=4732.03 IE IN (N)=4732.18 IE OUT (E)=4731.93 IE IN (S)=4731.62 IE IN (W)=4731.80 IE OUT (N)=4730.27 153.98 LF 18" PVC@ 0.20%MH-(14)STA 85+05.00RIM ELEV=4735.48 MH-(15) STA 86+62.98 RIM ELEV=4736.55 MH-(7) STA 87+31.48 RIM ELEV=4737.25 INV - INV - 4732.25 INV - 4732.15 INV - 4732.05 INV - 4731.86 INV - 4731.52 INV - 4730.87 INV - 4730.26 INV - 4729.76 INV - 4729.52 INV - INV - . . MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(31) STA 89+36.90 RIM ELEV=4734.82 MH-(34) STA 89+53.71 RIM ELEV=4734.22101.49 LF 12" PVC@ 1.00%MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(30) STA 88+31.40 RIM ELEV=4735.53 MH-(30) STA 88+31.40 RIM ELEV=4735.53 IE IN (S)=4730.65 IE OUT (E)=4730.45 IE IN (S)=4729.14 IE IN (W)=4729.44 IE IN (E)=4729.44 IE OUT (N)=4728.94 IE IN (S)=4729.77 IE OUT (W)=4729.57 64.49 LF 18" PVC@ 0.20%12.60 LF 12" PVC@ 1.00%INSTALL 123 LF OF 18" HDPE@1.65%TURBULENCE LNSTORM MAINCCFWEHC8-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORK STANDARDSPECIFICATIONS (MPWSS) 7TH EDITION DATED APRIL2021, CITY OF BOZEMAN MODIFICATIONS TO MPWSS,LATEST EDITION, AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALLBE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATIONIS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BETHE SIZE INDICATED, AND CONSTRUCTED PER CITYOF BOZEMAN STANDARD DETAILS:5.1.CURB INLETS - COB STD 02720-1A5.2.STORM MANHOLES - COB STD 02720-3 & 4. NOTESTORM MANHOLES LOCATED WITHIN A CURBLINE SHALL UTILIZE A HOODED FRAME ANDGRATE PER COB STD 02720-1B.6.PIPE DIMENSIONS SHOWN ARE FROM EDGE OFMANHOLE TO EDGE MANHOLE, UNLESS OTHERWISENOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ON THEPLANS.8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVEROF 24" WITH RESPECT TO FINISHED GRADE.9.A MINIMUM VERTICAL SEPARATION OF 18" ISREQUIRED FROM WATER MAINS.10.CONTRACTOR SHALL COORDINATE UTILITYINSTALLATIONS TO AVOID CONFLICTS WITH ALLOTHER EXISTING AND PROPOSED UTILITIES.11.ANY DISCREPANCIES SHALL BE REPORTED TO THEENGINEER IMMEDIATELY.12.ALL STORM PIPE SHALL BE SDR 35 PVC PIPE ORAPPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONALINFORMATION.FINISHED GRADEEXISTING GRADEINSTALL 116 LF OF 36" RCPCULVERT @1.0% MINIMUMSLOPE.36" RCP CULVERTIE (IN): 4729.95'SET INVERT BASED ON ACTUALEXISTING GROUND ELEVATION.18" HDPE CULVERTIE (IN): 4730.67'18" HDPE CULVERTIE (OUT):4728.64'36" RCP CULVERTIE (OUT): 4728.70'SET INVERT BASED ONACTUAL EXISTING GROUNDELEVATION.CLUBHOUSE(AM-1)INSTALL RIPRAP SPLASHPAD PER DETAIL 2 ONSHEET C1-5TURBULENCE LANE STORM MAINSTA. 85+00 TO 90+29TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING12"/18" ASTM D1784 PVC PIPEFLATS 3(FL-3)TURBULENCE LANEFLATS 2(FL-2)3.92'5.23'ENSURE 2' MIN. BURY6.82'5.62'6.23'FIRE HYDRANTCROSSINGWATER SERVICE CROSSINGFIRE HYDRANTCROSSINGWATER SERVICE CROSSINGWATER SERVICE CROSSINGWATER SERVICE CROSSINGCULVERTCROSSINGCULVERTCROSSINGROWHOME 9 (RH-9) SINGLE UNI T 1 (SU-1)TURBULENCE LANERECORD DRAWINGS 06/2025 5.10'N 25TH AVEDRY UTILITYCONDUITSGABION HEAD WALL ORENERGY DISSIPATERHEAD WALL AND ROCKARMORING.03/2026 WP 3WP 4WP 2WP 1WP 2WP 3 WP 1WP 3WP 1WP 2WP 28W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGNGNGNGNGNGNGNGBPBPBP12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD18SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD8SDSS8S8S8SWSWSWSWSWSWSWSWSWSSSSSSSBPNGBFBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGBPBPBFBFNGNGBPBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGWSWSBPWS WS WS WS WSWS FS FSSSSSSSBP>>>>>>> >>>>>>>>>>>>>>>SSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFW FS FS FSWSWSWSWSWSWSWSWS>>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A) FS( A ) FS( A )FS(A)FS(A)FS(A)FS(A)70+0071+00 72+ 0 0 73+00 74+00 75+00 76+00 PI: 70+71.06 PI: 7 2 + 2 9 . 3 2 PI: 73+50.25 PI: 73+84.88 MH-(21)STA 70+01.23, -30.84 LTINSTALL NEW CURB INLETRIM = 4740.3512" INV OUT (E) = 4735.74MH-(22)STA 70+71.06, -30.97 LTINSTALL NEW CURB INLETRIM = 4739.7212" INV OUT (E) = 4735.08MH-(23)STA 72+21.94, -30.11 LTINSTALL NEW CURB INLETRIM = 4738.2812" INV OUT (E) = 4733.57MH-(24)STA 73+49.70, -31.00 LTINSTALL NEW CURB INLETRIM = 4737.2112" INV OUT (E) = 4732.42MH-(3)STA 70+05.00, 0.00INSTALL NEW STORM MHRIM = 4740.3312" INV IN (W) = 4735.4715" INV OUT (N) = 4735.22MH-(4)STA 70+71.06, 0.00INSTALL NEW STORM MHRIM = 4739.7015" INV IN (S) = 4734.6612" INV IN (W) = 4734.8115" INV OUT (NE) = 4734.54MH-(5)STA 72+29.31, -0.03 LTINSTALL NEW STORM MHRIM = 4738.2915" INV IN (SW) = 4733.1512" INV IN (W) = 4733.3015" INV OUT (N) = 4733.05MH-(6)STA 73+50.25, 0.00INSTALL NEW STORM MHRIM = 4737.2115" INV IN (S) = 4732.0012" INV IN (W) = 4732.1515" INV OUT (N) = 4731.90MH-(7)STA 73+84.88, 0.00INSTALL NEW STORM MHRIM = 4737.2515" INV IN (S) = 4731.6218" INV IN (W) = 4731.8018" INV OUT (N) = 4730.2730.62 LF 15" PVC @ 0.90%27.00 LF 12" PVC @ 1.00%116.90 LF 15" PVC @ 0.90%26.97 LF 12" PVC @ 1.00%154.17 LF 15" PVC @ 0.90%26.97 LF 12" PVC @ 1.00%27.06 LF 12" PVC @ 1.00%62.06 LF 15" PVC @ 0.90%98.72 LF 18" PVC @ 0.85%116.70 LF 18" PVC @ 0.85%47204730474047504720473047404750FG - 4740.45EG - 4739.8270+00FG - 4739.94EG - 4743.04FG - 4739.72EG - 4737.8771+00FG - 4739.00EG - 4737.22 FG - 4738.61 EG - 4736.5172+00FG - 4738.14 EG - 4736.13 FG - 4737.68 EG - 4735.8273+00FG - 4737.22 EG - 4735.38 FG - 4736.85 EG - 4734.9174+00FG - 4736.36 EG - 4734.81 FG - 4735.46 EG - 4734.6375+00FG - 4734.55 EG - 4734.13 FG - 4733.63 EG - 4733.2576+00MH-(3)STA 70+05.00RIM ELEV=4740.33MH-(4)STA 70+71.06RIM ELEV=4739.70 MH-(5) STA 72+29.31 RIM ELEV=4738.29 MH-(6) STA 73+50.25 RIM ELEV=4737.21 MH-(7) STA 73+84.88 RIM ELEV=4737.25 IE IN (W)=4735.47IE OUT (N)=4735.22IE IN (S)=4734.66IE IN (W)=4734.81IE OUT (NE)=4734.54 IE IN (SW)=4733.15 IE IN (W)=4733.30 IE OUT (N)=4733.05 IE IN (S)=4732.00 IE IN (W)=4732.15 IE OUT (N)=4731.90 IE IN (S)=4731.62 IE IN (W)=4731.80 IE OUT (N)=4730.27 30.62 LF 15" PVC@ 0.90%116.90 LF 15" PVC@ 0.90%154.17 LF 15" PVC@ 0.90%62.06 LF 15" PVC@ 0.90%MH-(7) STA 73+84.88 RIM ELEV=4737.25 MH-(7) STA 73+84.88 RIM ELEV=4737.25 MH-(7) STA 73+84.88 RIM ELEV=4737.25 MH-(7) STA 73+84.88 RIM ELEV=4737.25 98.72 LF 18" PVC@ 0.85% INV - INV - 4734.83 INV - 4734.31 INV - 4733.86 INV - 4733.41 INV - 4732.88 INV - 4732.43 INV - 4731.95 INV - 4730.60 INV - 4730.15 INV - 4729.70 INV - 4729.25 INV - 4728.80 116.70 LF 18" PVC@ 0.85%N 25 AVE SOUTHSTORM MAINCCFWEHC8-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET102020401.5336EXISTING GRADEROWHOME 10(RH-10)N 25TH AVE6.82'5.84'5.85'5.65'ENSURE 2' MIN. BURYN25 AVENUE STORM MAINSTA. 70+05 TO 76+00TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING15"/18" ASTM D1784 PVC PIPEROWHOME 9(RH-9)ROWHOME11 (RH-11)FLATS 3(FL-3)WATERSERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGSEWER MAIN CROSSINGWATER MAINCROSSINGSEWER SERVICE CROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGSEWER MAIN CROSSINGWATER MAINCROSSINGSEWER SERVICE CROSSINGTURBULENCE LANERECORD DRAWINGS 06/2025 GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORK STANDARD SPECIFICATIONS(MPWSS) 7TH EDITION DATED APRIL 2021, CITY OF BOZEMAN MODIFICATIONS TO MPWSS, LATEST EDITION, ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTEDPRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THECONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTINGFACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, AND CONSTRUCTED PER CITY OFBOZEMAN STANDARD DETAILS:5.1.CURB INLETS - COB STD 02720-1A5.2.STORM MANHOLES - COB STD 02720-3 & 4. NOTE STORM MANHOLE LOCATED WITHIN A CURB LINE SHALLUTILIZE A HOODED FRAME AND GRATE PER COB STD 02720-1B.6.PIPE DIMENSIONS SHOWN ARE FROM EDGE OF MANHOLE TO EDGE MANHOLE, UNLESS OTHERWISE NOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ON THE PLANS.8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVER OF 24" WITH RESPECT TO FINISHED GRADE.9.A MINIMUM VERTICAL SEPARATION OF 18" IS REQUIRED FROM WATER MAINS.10.CONTRACTOR SHALL COORDINATE UTILITY INSTALLATIONS TO AVOID CONFLICTS WITH ALL OTHER EXISTING ANDPROPOSED UTILITIES.11.ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.12.ALL STORM PIPE SHALL BE SDR 35 PVC PIPE OR APPROVED EQUAL. ALL STORM PIPE SHALL BE WATER TIGHT.13.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.MATCH LINE STA75+50 SEE C8-3FINISHED GRADECONNECT 6" SDR 35PVC ROOF DRAINLEADER @ 45° ANGLECONNECT 6" SDR 35 PVCROOF DRAIN LEADER @ 45°ANGLE5.70'DRY UTILITYCONDUITS03/2026 47104720473047404710472047304740FG - 4734.55EG - 4734.1375+50FG - 4733.63EG - 4733.2576+00FG - 4732.88EG - 4732.27FG - 4732.12EG - 4731.7977+00FG - 4731.36 EG - 4731.66 FG - 4730.70 EG - 4730.9578+00FG - 4730.04 EG - 4729.98 FG - 4729.49 EG - 4729.8179+00FG - 4728.94 EG - 4729.37 FG - 4728.38 EG - 4728.5280+00FG - 4727.84 EG - 4728.43 FG - 4727.58 EG - 4728.2180+95 INV - 4729.25 INV - 4728.80 INV - 4728.29 INV - 4727.84 INV - 4726.90 INV - 4726.45 INV - 4725.94 INV - 4725.49 INV - 4725.04 INV - 4724.59 INV - 4723.98 INV - MH-(8)STA 76+04.31RIM ELEV=4733.56 MH-(9) STA 77+42.85 RIM ELEV=4731.40 MH-(10) STA 78+27.96 RIM ELEV=4730.29 MH-(11) STA 80+38.67 RIM ELEV=4727.95 MH-(12)STA 80+93.67RIM ELEV=4727.39IE IN (S)=4723.62 IE IN (W)=4724.42 IE OUT (NE)=4723.42 IE IN (S)=4724.15 IE OUT (N)=4724.05 IE IN (S)=4726.01 IE IN (W)=4726.66 IE OUT (N)=4725.91 IE IN (S)=4727.20 IE OUT (N)=4726.70 IE IN (S)=4728.44IE IN (W)=4728.84IE OUT (N)=4728.34 134.53 LF 18" PVC@ 0.85%81.10 LF 24" PVC@ 0.85%206.71 LF 24" PVC@ 0.85%51.00 LF 24" PVC@ 0.85%SSSSSSSSSSSSSSSSSSS29 30 31S SSSBF BF BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVWWW8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS24SD24SD12SD15SD15SD12SD15SD15SD15SD15SD6SD6SD6SDSSSSSSSSSS24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SDWSWSWS FS FS FSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPNGNGNGNGNG WSWSWS FS FS FS>>>>>>>>>>>>>>>>>BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSSBFBFBFNGNGBPBPBP12SD 12SD 12SD 12SD BPBPBPBPNGNGNG NG FDCWP 1IJLKM14121110978123456I'J'KJMLWP 1J'WP 1WP 176+0077+00 78+00 79+00 80+00 8 1+ 0 0 81 + 45 PI: 76+04.31PI: 77+42.85PI: 78+27.96 PI: 80+38.67 PI: 80+93.67MH-(8)STA 76+04.31, 0.00INSTALL NEW STORM MHRIM = 4733.5618" INV IN (S) = 4728.4412" INV IN (W) = 4728.8418" INV OUT (N) = 4728.34MH-(25)STA 76+05.77, -30.97 LTINSTALL NEW CURB INLETRIM = 4733.5612" INV OUT (E) = 4729.11MH-(9)STA 77+42.85, 0.00INSTALL NEW STORM MHRIM = 4731.4018" INV IN (S) = 4727.2024" INV OUT (N) = 4726.70MH-(10)STA 78+27.96, 0.00INSTALL NEW STORM MHRIM = 4730.2924" INV IN (S) = 4726.0115" INV IN (W) = 4726.6624" INV OUT (N) = 4725.91MH-(11)STA 80+38.67, 0.00INSTALL NEW STORM MHRIM = 4727.9524" INV IN (S) = 4724.1524" INV OUT (N) = 4724.05MH-(12)STA 80+93.67, 0.00INSTALL NEW STORM MHRIM = 4727.3924" INV IN (S) = 4723.6212" INV IN (W) = 4724.4224" INV OUT (NE) = 4723.42MH-(27)STA 80+93.67, -31.00 LTINSTALL NEW CURB INLETRIM = 4727.3912" INV OUT (E) = 4724.69MH-(26)STA 78+27.96, -47.82 LTINSTALL NEW CURB INLETRIM = 4730.3615" INV OUT (E) = 4726.99134.53 LF 18" PVC @ 0.85%43.82 LF 15" PVC @ 0.75%206.71 LF 24" PVC @ 0.85%27.00 LF 12" PVC @ 1.00%48.87 LF 24" PVC @ 0.85%51.00 LF 24" PVC @ 0.85%81.10 LF 24" PVC @ 0.85%116.70 LF 18" PVC @ 0.85%27.00 LF 12" PVC @ 1.00%N 25 AVE NORTHSTORM MAINCCFWEHC8-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFINISHED GRADEEXISTING GRADESTORM SEWER OUTLETENERGY DISSIPATIONDETAIL 2 ON SHEET C1-5PROPOSEDSTORM WATERDETENTION PONDN 25TH AVEFLATS 1(FL-1)GEARGARAGE(AM-3)CLUBHOUSE(AM-1)FLATS2 (FL-2)N25TH AVENUE STORM MAINSTA. 75+50 TO 80+93.67TYPE A TRENCH BACKFILLTYPE I PIPE BEDDING18"/24" ASTM D1784 PVC PIPEENSURE 2'MIN. BURY5.44'4.80'4.56'4.64'WATER SERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGWATERSERVICECROSSINGSEWERSERVICECROSSINGSEWERSERVICECROSSINGDRYUTILITYCROSSINGDRYUTILITYCROSSING5.05'SEWERSERVICECROSSINGSEWERSERVICECROSSINGTRADE WIND LANERECORD DRAWINGS 06/2025 MATCH LINE STA75+50 SEE C8-20VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533610202040GENERAL NOTES:1.ALL WORK SHALL BE COMPLETED IN ACCORDANCEWITH MONTANA PUBLIC WORK STANDARDSPECIFICATIONS (MPWSS) 7TH EDITION DATED APRIL2021, CITY OF BOZEMAN MODIFICATIONS TO MPWSS,LATEST EDITION, AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAYSURFACES TO EQUAL OR BETTER CONDITION THANEXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALLBE SAW CUT OR NEAT CUT AS APPROVED BY AGENCYAND/OR ENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTINGUTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE,LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATIONIS KNOWN.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BETHE SIZE INDICATED, AND CONSTRUCTED PER CITYOF BOZEMAN STANDARD DETAILS:5.1.CURB INLETS - COB STD 02720-1A5.2.STORM MANHOLES - COB STD 02720-3 & 4. NOTESTORM MANHOLES LOCATED WITHIN A CURBLINE SHALL UTILIZE A HOODED FRAME ANDGRATE PER COB STD 02720-1B.6.PIPE DIMENSIONS SHOWN ARE FROM EDGE OFMANHOLE TO EDGE MANHOLE, UNLESS OTHERWISENOTED.7.LAY PIPE TO UNIFORM GRADE AS INDICATED ON THEPLANS.8.STORM DRAIN PIPE SHALL HAVE A MINIMUM COVEROF 24" WITH RESPECT TO FINISHED GRADE.9.A MINIMUM VERTICAL SEPARATION OF 18" ISREQUIRED FROM WATER MAINS.10.CONTRACTOR SHALL COORDINATE UTILITYINSTALLATIONS TO AVOID CONFLICTS WITH ALLOTHER EXISTING AND PROPOSED UTILITIES.11.ANY DISCREPANCIES SHALL BE REPORTED TO THEENGINEER IMMEDIATELY.12.ALL STORM PIPE SHALL BE SDR 35 PVC PIPE ORAPPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONALINFORMATION.03/2026 WWW W W W W W WWWOHPOHPOHPOHPOHPOHPOHP WP 3WP 3 WP 2WP 3WP 3 WP 1WP 2 WP 3 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8WSS12SD12SD 12SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SDWSWSWSWSWSWS FS FS FS FS FS 6SD 6SD 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD8SD8SD8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S8S8S8S8SWSWSWSWSSSSSSS12SD 12SD 12SD 12SD BPBPBPBPBPNGNGNGBFBFBFBFBFBPBPBPBPBPBP BP BF BF BFNGNG BP BP BP BP BP BP BP BF BF BF BF BF BF BF NG NG NG NG NG NG NG NG NG NG NG NG NG 6W 6W BP BP BP BP BP BP BP BPBPBP BP BP BP WSWSSS8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SD6SD6SDBP BP BP BP BP BP SBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFWSWS>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)BF BF BF BF 473615+0016+00 17+00 18+00 19+00 20+00Δ=11°36'06"R=494.00'L=100.03'Δ=12°58'26"R=156.00'L=35.32'MATCH EXST.MATCH EXST.TBC: 36.09TBC: 36.07TBC: 36.09TBC: 36.06TBC: 36.01 T B C : 3 5 . 8 5 T B C : 3 6 . 0 5 T B C : 3 6 . 0 5 TBC: 35.85TBC: 36.92T B C : 3 6 . 9 2 T B C : 3 7 . 0 6 T B C : 3 7 . 1 6 TBC: 37.21T B C : 3 7 . 1 5TBC: 37.16TBC: 37.06TBC: 37.07T B C : 3 7 . 0 3TBC: 37.02T B C : 3 7 . 1 0 TBC: 36.85TBC: 36.65T B C : 3 6 . 7 3 T B C : 3 6 . 8 5 PC: 15+63.15PT: 15+98.47PC: 16+23.83 PT: 17+23.86 PI: 18+93.32 PC: 19+41.31 PT: 20+03.1 1 TBC: 35.91TBC: 35.37TBC: 35.91TBC: 35.824720473047404750 4720473047404750FG-EG-15+00FG-4735.38EG-4735.38FG-4736.19EG-4736.1916+00FG-4736.03EG-4736.03 FG-4735.98 EG-4735.9817+00FG-4736.34 EG-4736.34 FG-4736.70 EG-4736.7018+00FG-4737.06 EG-4737.06 FG-4737.12 EG-4737.1219+00FG-4736.70 EG-4736.70 FG-4736.09 EG-4736.0920+002.48%0.72%-0.50%4.75%0.50%VPI STA=18+93.92VPI ELEV=4737.38K=51.65LVC=100.00'VPC STA=18+43.92 VPC ELEV=4737.02 VPT STA=19+43.92 VPT ELEV=4736.77 CROSSING CENTERLINE N25TH AVE STA. 18+93.92 -1.10%VPI STA=16+83.92VPI ELEV=4735.86K=40.96LVC=50.00'LP STA 16+79.23LP ELEV=4735.93VPC STA=16+58.92 VPC ELEV=4735.98 VPT STA=17+08.92 VPT ELEV=4736.04 TURBULENCE WESTROAD PLAN & PROFCCFWEHC9-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040N 25TH AVETURBULENCE LANEN 27TH AVE FINISHED GROUNDEXISTING GROUNDTURBULENCE LANE ROADSTA. 15+00 TO 20+0035' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7TIE-IN TO EXISTING ASPHALTROADWAY WITH SMOOTHTRANSITION. APPLY TACKCOAT PRIOR TO PAVINGFLATS 3(FL-3)FLATS 2(FL-2)CLUBHOUSE(AM-1)ROWHOME 9 (RH-9) ROWHOME4 (RH-4)TIE-IN TO EXISTINGASPHALT ROADWAY WITHSMOOTH TRANSITION.INSTALL STANDARD FILLETPER DETAIL 02592-2, SHEETC1-7. APPLY TACK COATPRIOR TO PAVINGINSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)MATCH LINE STA 19+50 SEE C9-2 RECORD DRAWINGS 06/2025 INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)60' WIDE PUBLIC ACCESS AND UTILITY EASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITIONTIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITION5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)111111111111117.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00'R=35'R=35'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT ORNEAT CUT TO NEAREST JOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWNON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARD CENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURB INLETS PER CITY OFBOZEMAN STANDARDS, SEE DETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB & GUTTER, UNLESSOTHERWISE NOTED PER DETAIL 02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALK PER DETAIL 3, SHEETC1-7, UNLESS OTHERWISE NOTED.10.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUMOF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED ATALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGHTHE FULL DEPTH OF CURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORMINSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB AMINIMUM DISTANCE OF NINE INCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ON PROPOSED STORMDRAINAGE FACILITIES INCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGS SHALL BE FOUR INCH (4")YELLOW EPOXY PAVEMENT MARKING MATERIAL IN ACCORDANCE WITHSECTION 02581 OF MPWSS, UNLESS OTHERWISE INDICATED BY THEENGINEER OR OWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSED SIGNAGE AND STRIPINGNOT INCLUDING THE ROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUE ELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.111TRANSITION AREAFROM CROWN TOCROSS SLOPEBEGIN TRANSITION FROMCROWN TO CROSS SLOPE03/2026 WP 3WP 2WP 2 WP 3 O O O O O O O O O O O 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8WS12SD12SD 12SD18SD18SD18SD18SD18SD18SD 12SD12SD12SD12SD12SD12SD12SD>>>>>>>>>>>>6SD 6SD 6SD>>>>>> > > > > > > > > > > > > > > > > > > > > > >>> > > > 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD 8S 8S 8S 8S 8S8S8S8S8SWSWSWSWSWSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPNGNGNGNGBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBP BPBFBF BFNGNG BP BP BP BP BP BP BPBFBFBFBFBFBFBFNGNGNGNGNG WSWSSSSS>>>>>>>>>>>>>>>>>>>SBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > 22+3218+0019+00 20+00 21+00 22+00Δ=11°14'31"R=315.00'L=61.81'TBC: 36.73TBC: 36.65TBC: 36.52TBC: 36.32TBC: 35.90TBC: 35.96T B C : 3 5 . 9 0 TBC: 34.43MATCH EXST.MA T C H E X S T . PI: 18+93.32PC: 19+41.31 PT: 20+03.11 PC: 21+62.32 PT: 21+90.52 TB C : 3 4 . 5 9TBC: 34.79TB C : 3 4 . 5 2 TBC: 33.97STA 21+65.97TB C : 3 4 . 7 9 TBC: 33.93TBC: 34.14TB C : 3 4 . 6 0 TB C : 3 4 . 4 74735 473447364737 47364720473047404750 4720473047404750FG-4736.70EG-4735.6018+00FG-4737.06EG-4735.19FG-4737.12EG-4734.9819+00FG-4736.70EG-4734.31 FG-4736.09 EG-4732.9720+00FG-4735.49 EG-4731.73 FG-4734.88 EG-4730.5621+00FG-4733.94 EG-4729.67 FG- EG-4730.9622+00FG- EG-22+32VPI STA=18+93.92VPI ELEV=4737.38K=51.65LVC=100.00'VPC STA=18+43.92VPC ELEV=4737.02VPT STA=19+43.92VPT ELEV=4736.77 -1.21%-2.09%-0.68%-0.02%CROSSING CENTERLINEN25TH AVESTA.18+93.92-0.66%PROPERTY LINESTA 21+66.31STA=20+99.68 ELEV=4734.89 STA=21+42.24 ELEV=4734.00 STA=21+70.00 ELEV=4733.81 STA=21+91.50 ELEV=4733.80 TURBULENCE EASTROAD PLAN & PROFCCFWEHC9-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSN 25TH AVE TURBLENCE LANEEXISTING GRADEFINISHED GRADEFLATS 2(FL-2)FLATS 3(FL-3)ROWHOME9 (RH-9) SINGLE UN I T 1 (SU-1)CLUBHOUSE(AM-1)TURBULENCE LANE ROADSTA. 18+00 TO 21+90.5235' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-70VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040RECORD DRAWINGS 06/2025 MATCH LINE STA19+50 SEE C9-1 INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)60' WIDE PU B L I C A C C E S S A N D UTILITY EAS E M E N T ( T Y P . )11111111111.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT ORNEAT CUT TO NEAREST JOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWNON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARD CENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURB INLETS PER CITY OFBOZEMAN STANDARDS, SEE DETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB & GUTTER, UNLESSOTHERWISE NOTED PER DETAIL 02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALK PER DETAIL 3, SHEETC1-7, UNLESS OTHERWISE NOTED.10.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUMOF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED ATALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGHTHE FULL DEPTH OF CURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORMINSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB AMINIMUM DISTANCE OF NINE INCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ON PROPOSED STORMDRAINAGE FACILITIES INCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGS SHALL BE FOUR INCH (4")YELLOW EPOXY PAVEMENT MARKING MATERIAL IN ACCORDANCE WITHSECTION 02581 OF MPWSS, UNLESS OTHERWISE INDICATED BY THEENGINEER OR OWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSED SIGNAGE AND STRIPINGNOT INCLUDING THE ROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUE ELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.17.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00'R=35'PROPERTY LINEROAD TRANSITION FROM CROWN SECTION TO SUPERELEVATED SECTIONPORTION ON BOZEMANWEST APARTMENTSPORTION ON BOZEMANWEST APARTMENTSTRANSITION FROMCATCH CURB TO SPILLCURB AFTER HOOD03/2026 WWWWWWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBFWP 3WP 4WP 2WP 2WP 3WP 1WP 2 WP 1WP 3WP 1WP 2WP 1WP 26W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGNGNGNGNGNGNGNGBPBPBPBP12SD12SD12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD18SD6SD6SD6SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SDSSSS8S8S8S8SWSWSWSWSWSWSWSWSWSWSWSSSSSSSNGNGNGNGNGNGNGNGNGBPBPNGBFBFBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFNGNGNGNGNGBPBPBFBFBFNGNGBPBPBPNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPWSWSBPWS WS WS WS WSWS FS FSBP>>>>>>> >>>>>>>>>>>>>>>BPBPBPBPBPBPBPBPBPBPSSSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFWWSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)FS(A ) FS( A ) FS( A ) FS( A )FS(A)FS(A)FS(A)FS(A)4737 4738473947401+002+00 3+0 0 4+00 5+00 6+00 MATCH EXST.MATCH EXST.TBC: 41.64TBC: 41.41TBC: 40.71 TBC: 40.73TBC: 40.26TBC: 40.14TBC: 40.06 TBC: 40.08 T B C : 3 9 . 7 4 T B C : 3 9 . 7 4 T B C : 3 9 . 0 8 T B C : 3 9 . 0 8 T B C : 3 8 . 6 5 T B C : 3 8 . 6 4 T B C : 3 8 . 4 3 T B C : 3 8 . 4 3 T B C : 3 7 . 5 8 TBC: 37.58TBC: 37.66TBC: 37.52T B C : 3 7 . 4 5TBC: 37.44T B C : 3 7 . 5 2 T B C : 3 7 . 6 6 T B C : 3 6 . 8 8 TBC: 36.78TBC: 36.89TB C : 3 6 . 7 8 T B C : 3 6 . 5 9 T B C : 3 6 . 5 9 PC: 1+99.94 PT: 2 + 7 1 . 9 6 PC: 3 + 4 5 . 0 6 PT: 4+17.04 PI: 5+61.44 Δ=27°30'48"R=150.00'L=72.03'Δ=27°29'40"R=150.00'L=71.98'47204730474047504720473047404750FG-EG-4741.501+00FG-4740.98EG-4740.63FG-4740.48EG-4743.922+00FG-4740.03EG-4738.92 FG-4739.58 EG-4737.453+00FG-4739.13 EG-4736.77 FG-4738.68 EG-4736.494+00FG-4738.23 EG-4736.14 FG-4737.78 EG-4735.615+00FG-4737.28 EG-4735.16 FG-4736.62 EG-4734.866+00FG-4735.84 EG-4734.906+50VPI STA=5+61.44VPI ELEV=4737.23K=148.53LVC=100.00'VPC STA=5+11.44 VPC ELEV=4737.68 VPT STA=6+11.44 VPT ELEV=4736.441.31%-0.90%-1.25%1.62%-1.78%CENTERLINE CROSSING TURBULENCE LANE STA. 5+61.44 -1.57%N 25 AVE ROADPLAN & PROF 1CCFWEHC9-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040N 25TH AVETURBULENCE LANETSCHACHE LANEEXISTING GROUNDFINISHED GROUNDN25TH AVENUE ROADSTA. 1+00 TO 6+5035' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7TIE-IN TO EXISTINGASPHALT ROADWAY WITHNEW APPROACH. APPLYTACK COAT PRIOR TOPAVING.STA 1+16.50ROWHOME9 (RH-9)ROWHOME10 (RH-10)ROWHOME11 (RH-11)FLATS3 (FL-3)TIE-IN TO EXISTINGASPHALT ROADWAY WITHSMOOTH TRANSITION.INSTALL STANDARD FILLETPER DETAIL 02529-2, SHEETC1-7. APPLY TACK COATPRIOR TO PAVING.RECORD DRAWINGS 06/2025 MATCH LINE STA 6+00 SEE C9-4 INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITION5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITIONINSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)60' WIDE PUBLIC ACCE S S A N D UTILITY EASEM E N T ( T Y P . )5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)1111111111111.ALL IMPROVEMENTS ON THIS PROJECT SHALL BECOMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; ANDTHE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALLROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALKSHALL BE SAW CUT OR NEAT CUT TO NEARESTJOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THEEXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIESDUE TO FAILURE TO LOCATE OR PROPERLYPROVIDE PROTECTION WHEN LOCATION ISKNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARDCENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURBINLETS PER CITY OF BOZEMAN STANDARDS, SEEDETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BEADJUSTED TO FINISHED GRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB &GUTTER, UNLESS OTHERWISE NOTED PER DETAIL02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALKPER DETAIL 3, SHEET C1-7, UNLESS OTHERWISENOTED.10.BASE COURSE AND SUBGRADE SHALL BECOMPACTED TO A MINIMUM OF 95% OF THEMAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIALSHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIALSHALL EXTEND THROUGH THE FULL DEPTH OFCURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACEDWITHOUT A FINAL FORM INSPECTION BY THEOWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THEBACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ONPROPOSED STORM DRAINAGE FACILITIESINCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGSSHALL BE FOUR INCH (4") YELLOW EPOXYPAVEMENT MARKING MATERIAL IN ACCORDANCEWITH SECTION 02581 OF MPWSS, UNLESSOTHERWISE INDICATED BY THE ENGINEER OROWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSEDSIGNAGE AND STRIPING NOT INCLUDING THEROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUEELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.17.0 0 ' 10. 0 0 ' 10. 0 0 ' 7.0 0 ' 6.5 0 ' 5.0 0 ' 6.5 0 '5.0 0 'R=35'R=35'TRANSITION AREAFROM CROWN TOCROSS SLOPEBEGIN TRANSITION FROMCROWN TO CROSS SLOPE03/2026 FDCWP 1IJLKM141211109786J'WP 1WP 1WP 28W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8WS12SD12SD15SD15SD18SD18SD18SD18SD18SD15SD15SD15SD15SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SDSSSSSSSSSS24SD24SD24SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD18SD24SD24SD24SD24SD8SD8SD8S8S8S8S8SWSWSWS FS FS FSSSSSSSSSSSBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPNGNGNGNG WSWS FS FSSSSSSSWSWSWS FS FS FS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFNGNGNGNGNGNGSSSSBPBPBPBPBPBPBFBFBFBFBFBFBFNGBFBFBFNGNGBPBPBP FS FS FSWSWSWSWS>>>>>>>>>>>>>>>12SD 12SD 12SD 12SD BPBPBPBPNGNGNG NG WWWSSSSSSS30 31S SSBF BF BTVBTVBTVBTVWWW4730473147324734473347354734473647376+007+00 8+00 9+00 10+00TBC: 36.73TBC: 36.59 TBC: 36.59TBC: 36.35TBC: 36.35 T B C : 3 3 . 9 3 T B C : 3 3 . 9 3 T B C : 3 3 . 8 1 T B C : 3 2 . 9 4 T B C : 3 2 . 4 7 T B C : 3 2 . 4 7 T B C : 3 3 . 0 0 T B C : 3 1 . 7 7 T B C : 3 1 . 7 7 T B C : 3 1 . 2 5 T B C : 3 1 . 2 5 T B C : 3 1 . 1 4 T B C : 3 0 . 3 3 T B C : 3 0 . 6 9 Δ=6°03'31"R=315.00'L=33.31'Δ=6°03'31"R=315.00'L=33.31'PI: 5+61.44 PC: 8+24.91 PT: 8+58.22 PC: 9+02.41 PT: 9+35.724720473047404750 4720473047404750FG-4735.16EG-4735.165+50FG-4734.86EG-4734.866+00FG-4734.90EG-4734.90FG-4734.71EG-4734.717+00FG-4733.59 EG-4733.59 FG-4732.61 EG-4732.618+00FG-4732.13 EG-4732.13 FG-4731.68 EG-4731.689+00FG-4731.05 EG-4731.05 FG-4730.26 EG-4730.2610+00FG-4730.34 EG-4730.3410+50VPT STA=6+11.44VPT ELEV=4736.44-1.57%VPI STA=9+74.69VPI ELEV=4730.73K=183.65LVC=100.00'LP STA 10+24.69LP ELEV=4730.21VPC STA=9+24.69 VPC ELEV=4731.51 VPT STA=10+24.69 VPT ELEV=4730.21 CENTERLINE CROSSINGTURBULENCE LANESTA. 5+61.38 CENTERLINE CROSSING TRADE WIND LANE STA. 9+74.75 N 25 AVE ROADPLAN & PROF 2CCFWEHC9-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040N 25TH AVETRADE WIND LANETURBULENCE LANE N25TH AVENUE ROADSTA. 5+50 TO 10+5035' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7FINISHED GROUNDEXISTING GROUNDFLATS1 (FL-1)GEARGARAGE(AM-3)CLUBHOUSE(AM-1)FLATS2 (FL-2)RECORD DRAWINGS 06/2025 MATCH LINE STA 10+00 SEE C9-510' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)60' WIDE PUBLIC ACCESS ANDUTILITY EASEMENT (TYP.)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)MATCH LINE STA6+00 SEE C9-3 1111111111INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)TIE-IN TO EXISTING ASPHALTROAD WITH SMOOTH TRANSITION.NEATLINE SAWCUT EXISTINGASPHALT. APPLY TACK COATPRIOR TO PAVING.1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT ORNEAT CUT TO NEAREST JOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWNON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARD CENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURB INLETS PER CITY OFBOZEMAN STANDARDS, SEE DETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB & GUTTER, UNLESSOTHERWISE NOTED PER DETAIL 02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALK PER DETAIL 3, SHEETC1-7, UNLESS OTHERWISE NOTED.10.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUMOF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED ATALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGHTHE FULL DEPTH OF CURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORMINSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB AMINIMUM DISTANCE OF NINE INCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ON PROPOSED STORMDRAINAGE FACILITIES INCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGS SHALL BE FOUR INCH (4")YELLOW EPOXY PAVEMENT MARKING MATERIAL IN ACCORDANCE WITHSECTION 02581 OF MPWSS, UNLESS OTHERWISE INDICATED BY THEENGINEER OR OWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSED SIGNAGE AND STRIPINGNOT INCLUDING THE ROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUE ELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.1R=35'R=35'7.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00' 03/2026 10978123456I'J'KJMLWP 18W24SD24SD15SD15SD12SD15SD15SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24SDNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGSS6W6WWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSS2627 29 31S SSSWWWWWBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBF BF BF BF BF BF BF BF BF BF BF BF BTVBTV BTV BTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BT BT BT BTV BTV BTV BTV BTVS S S S S S S S S SSDSD SPWWWW4726472847284728 14+4210+0011+00 12+00 13+00 14+00 TBC: 30.32TBC: 30.66 T B C : 2 8 . 3 2 T B C : 2 7 . 7 6 T B C : 2 7 . 8 4 T B C : 2 6 . 3 2 TBC: 26.45T B C : 2 6 . 4 2TBC: 26.23MATCH EXST.M A T C H E X S T .N 25TH ROAD47204730474047504720473047404750FG-4730.26EG-4730.2610+00FG-4730.34EG-4730.34FG-4729.50EG-4729.5011+00FG-4728.70 EG-4728.70 FG-4728.64 EG-4728.6412+00FG-4728.20 EG-4728.20 FG-4727.73 EG-4727.7313+00FG-4726.60 EG-4726.60 FG-4726.19 EG-4726.1914+00FG-4726.17 EG-4726.1714+42VPT STA=10+24.69VPT ELEV=4730.21-2.43%-1.03%-2.67%-0.62%N 25 AVE ROADPLAN & PROF 3CCFWEHC9-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET244810202040N 25TH AVETRADE WIND LANE BAXTER LANEN25TH AVENUE ROADSTA. 10+00 TO 14+4235' TBC TO TBC, 6.5' BLVD, & 5' SIDEWALKSSTRUCTURAL SECTION PER DETAILS, SHEET C1-7EXISTING GROUNDFINISHED GROUNDTIE-IN TO EXISTING ASPHALTROADWAY WITH NEWAPPROACH. APPLY TACKCOAT PRIOR TO PAVING. STA. 14+17.91PROPOSED STORMDRAINAGE DETENTION PONDTIE-IN TO EXISTING ASPHALTROADWAY WITH SMOOTHTRANSITION. INSTALLSTANDARD FILLET PER DETAIL2529-2, SHEET C1-7. APPLYTACK COAT PRIOR TO PAVINGTIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITIONFLATS 1(FL-1)RECORD DRAWINGS 06/2025 MATCH LINE STA19+50 SEE C9-25' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)TIE-IN TO EXISTINGCONCRETE SIDEWALKWITH SMOOTHTRANSITION5' PROPOSED SIDEWALK(4" THICK MIN. CONCRETE)11111INSTALL NEW DRIVEWAYAPPROACH(6" THICK MIN. CONCRETE)60' WIDE PUBLIC ACCESS AND UTILITY EASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)10' WIDE PRIVATE UTILITYEASEMENT (TYP.)1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED INACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATIONAS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT ORNEAT CUT TO NEAREST JOINT AS APPROVED BY AGENCY AND/ORENGINEER.4.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWNON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFYTHE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TOFAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHENLOCATION IS KNOWN.5.MANHOLE COVERS SHALL BE ROTATED TOWARD CENTERLINE OF ROAD.6.ALL INLETS IN CURB LINE SHALL BE HOODED CURB INLETS PER CITY OFBOZEMAN STANDARDS, SEE DETAILS SHEET C1-5.7.MANHOLE FRAMES AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADE.8.ALL CURB AND GUTTER SHALL BE CATCH CURB & GUTTER, UNLESSOTHERWISE NOTED PER DETAIL 02528-1, SHEET C1-7.9.ALL SIDEWALK SHALL BE CONCRETE SIDEWALK PER DETAIL 3, SHEETC1-7, UNLESS OTHERWISE NOTED.10.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUMOF 95% OF THE MAXIMUM DRY DENSITY PER ASTM D698.11.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED ATALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGHTHE FULL DEPTH OF CURB AND GUTTER.12.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORMINSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE,AND/OR THE CITY OF BOZEMAN (AS REQUIRED).13.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB AMINIMUM DISTANCE OF NINE INCHES (9").14.SEE SHEETS C8-1 THROUGH C8-3 FOR DETAIL ON PROPOSED STORMDRAINAGE FACILITIES INCLUDING INLETS, PIPES, INVERTS AND RIMELEVATIONS.15.ROADWAY CENTERLINE PAVEMENT MARKINGS SHALL BE FOUR INCH (4")YELLOW EPOXY PAVEMENT MARKING MATERIAL IN ACCORDANCE WITHSECTION 02581 OF MPWSS, UNLESS OTHERWISE INDICATED BY THEENGINEER OR OWNER.16.SEE SHEET C12-1 FOR DETAIL ON PROPOSED SIGNAGE AND STRIPINGNOT INCLUDING THE ROADWAY CENTERLINE.17.FOR ALL SPOT ELEVATIONS, ADD 4700' FOR TRUE ELEVATION.GENERAL NOTES:KEY NOTES:PEDESTRIAN RAMP TO CONFORM TO ADA REQUIREMENTS AND INCLUDE STEEL TRUNCATED DOME PANELS.17.00'10.00'10.00'7.00' 6.50' 5.00' 6.50' 5.00' 03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWNGSSSSSSSSSSSOOOOOOOOOOOOOOOO2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFBFBPBPBPBPBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SDSD SD BTVBTV BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S S SSD SD BTVSD W W W WBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDETESTPTDESTTVPPBTVSWWWWWWFDCWP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 2 5010025500SCALE IN FEET1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7THEDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITHSECTION 02851 OF THE MPWSS UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OFANY CURVES, HAVING A MINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOT MORE THAN 300' INTERVALS. THEEXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER, THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OFBOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINE INCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSEBENEATH CURB AND GUTTER SHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCK FRONTAGE STANDARDS IN BMC 38.510.030.J.GENERAL NOTES:PROPOSEDSITE PLAN 1SHEET C10-2PROPOSED SITEPLAN 3 SHEETC10-4PROPOSED S ITEPLAN 4 SHEETC10-5PROPOSEDSITE PLAN 5SHEET C10 -6PROPOSED S ITEPLAN 2 SHEETC10-3 +/- 0.71 AC DETENTION POND OPEN SPACE+/- 1.59 AC WETLANDOPEN SPACEEXIST ING "BAXTERAPARTMENTS"DEVELOPMENTTSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE.60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROW111111111122222222KEY NOTES40' x 40' STREET VISION TRIANGLE.STREET VISION TRIANGLE PER BMC FIG. 38.400.100.PRIMARY SITE SIGNAGE. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION DETAILS.SECONDARY SITE SIGNAGE. REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILS.PATHWAY SIGNAGE. REFER TO ARCHITECTURAL DRAWINGSFOR CONSTRUCTION DETAILS.SNOW STORAGE AREA (TYP.)1234533444555OVERALL SITELAYOUT PLAN +INDEXCCFWEHC10-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS11FLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)CLUBHOUSE (AM-1)GEARGARAGE(AM-3)RH-1RH-2RH-7RH-9RH-10SU-1RH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT, OCTOBER 2021.WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT, OCTOBER 2021.20.00' WATERCOURSE SETBACK(ZONE 2) PER BMC 38.410.100.e30.00' WATERCOURSESETBACK (ZONE 1)PER BMC 38.410.100.e50.00' WATERCOURSE SETBACKPER BMC 38.410.100.eRECORD DRAWINGS 06/2025 LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.51003/2026 WWWWWWWWWWWWW WW W W WWWWWWWWWWWWWWWWWWWWWW S 22OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP T BTV BTV WP 1WP 3WP 4WP 2WP 3WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 1WP 3WP 1WP 2WP 3WP 1WP 2MATCH LINE - SHEET C10-4EXISTING 45.00' PUBLIC STREETAND UTILITY EASEMENT179F 2091 TURBULENCE LANE60' ROW N 25TH AVE60' ROWFLAT 3(FL-3)N. 27TH AVE.90' ROWROWHOME 5(RH-5)ROWHOME 7 (RH-7) TSCHACHE LANE 60' ROW 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 60.00 PUBLICACCESS AND UTILITYEASEMENT10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONT SETBACKPER BMC TABLE38.320.030.C 10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONTSETBACK PER BMCTABLE 38.320.030.C 9.00'(TYP.)5.00' SIDE W A L K PROPOSED SITEPLAN 1CCFWEHC10-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEET5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00'TYPICAL ROADWAY DETAIL(N. 25TH AVE.)22.50'25.00'PROPOSED 60.00' PUBLIC ACCESS AND UTILITY EASEMENT PROPOSED 10'PRIVATEUTILITYEASEMENTPROPOSED 10' PRIVATE UTILITY EASEMENT 10' FRONT SETBACK PER BMC TABLE 38.320.030.C 10' FRONT SETBACK PER BMC TABLE 38.320.030.CCOVERED PARKING40.00'24.00'17.45'17.45'20.23'8.00'216.11'91.00'91.00'96.00'14.00' 14.00'27.00' 27.00'27.00'26.30'26.00' 37.00'92.00'92.00'92.00'7.84'70.70'16.12'14.00' 18.38'12.00'37.58' 73.00'9.55'9.39'37.94' 92.00'37.00'92.00'37.00'12.00'10.03'R1 5 . 0 0 ' R167 . 5 0 '73.10'R20.00'R15.00'R15.00'R174. 0 0 '94.39'6 2 . 2 8 '12312325.18'20.51 'R0.08 ' R3 . 0 0 'R2.00'6.48'6.09' R179.0 0 '73.10'115.39'6.00'11.45'6.00'R523.00'140.46'6.42'7.08'7.00'6.42'3.50'R518.00'21.14'R9.00'R15.00'4.54'R511.50'R15.00'R20.00'17.88'49.60'7.00'40.22'R126. 0 0 ' 5.00' R121. 0 0 '49.87'7.00'40.80'20.01'R127.00'25.36'R523.00'R132.00'19.90'R518.00'7.00'9.16'R15.00'25.36'R511.50'42.36'R5.00'5.64'30.60'24.25'13 . 0 0 ' 13 . 9 0 '5.00'13.18'R15.00'30.67'R1 5 . 0 0 'R15.00'R 1 5 . 0 0 '30.91'INSETSEE INSETSEE INSETSEE INSETINSETINSETROWHOME 4(RH-4)ROWHOME 6(RH-6)ROWHOME 8 (RH-8)3333333333333333333333322222233333333333345.00'2222RECORD DRAWINGS 06/2025 KEY NOTESTRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.BIKE RACK LOCATION. SEE LANDSCAPE PLANS FOR DETAILS.7" HIGH MAX X 1' DEPTH STAIRS WITH HANDRAILS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALLSTEPS. 7" HIGH MAX X 3' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS. 7" HIGH MAX X 5' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS.7" HIGH MAX X 1' DEPTH STAIRS (#) DENOTES NUMBER OF STAIRS.STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS.213SCALE: 1" = 10'4119.46'MATCH LINE - SHEET C10-3417.81'R138.50'37.00'124.00' (TYP.) 18.00' (TYP.) 18.00' (TYP.) 24.00' (TYP.) 17.00' (TYP.) 7.00'SIDEWALK 28.91'23.25'16.00'24.00'24.00'7.00'24.00'7.00'24.00'24.00'22222222LANDSCAPED BLOCK FRONTPER BMC 38.510 LANDSCAPED BLOCK FRONTPER BMC 38.510LANDSCAPED BLOCK FRONTPER BMC 38.510LANDSCAPED BLOCK FRONT PER BMC 38.510 11.97'4.00'10.93'10.93'10.10'212.83'16.26'R1.00' R1 . 0 0 '11.88'10.46' 5.00'55(8)5(8)5(7)5(7)5(7)5(7)5(6)6(5)6(5)6(5)6(5)6(4)8(1)8(1)7(5)17.66'8.00'7.00'226.83'4.00' 16.60'5.00'8.05'5.00'5.00'4.00'5.57'16.60'9.00'12.20'5.00' 10.82'5.00'4.00'5.00' 0.50' 0.50'9.00'9.00'9.00'9.00'9.00'9.00'25.01'5.00'4.00'64.40'12.07'3.00'10.93'4.40'12.04'3.00'7MAILBOX CLUSTERPER USPS STANDARDS7(5)R3.16'10.81'15.15 '2.76'11.93'2.72'8.47 ' R2.50'31.96'24.93'10.84' 2 5 . 6 5 'R17.22'7.14'8.85'19.4 2 '45.27'64.12'7.78'15.00'5.00'10.00'15.00'3.00'11.29'4.40'10.93'3.00'11.26'4.40'7.93'7.00'9.12'7.00'5.00'70.50'0.50'87.00'4.00'4.00'4.00'3.00'3.00'3.00'4.00'4.00'4.00'3.00'3.00'3.00'3.00'3.00'3.00'5.00' 03/2026 S S S S S S S S331604230SS OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWP 3WP 1WP 3WP 4WP 2WP 3WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2MATCH LINE - SHEET C10-2ROWHOME 1(RH-1)EXISTING 45.00' PUBLIC STREETAND UTILITY EASEMENT 179F 2091 PROPOSED 60.00'PUBLIC ACCESS ANDUTILITY EASEMENTTURBULENCE LANE 60' ROW TRADE WIND LANE60' ROW FLAT 2(FL-2)FLAT 2 (FL-2)MATCH LINE - SHEET C10-5N 27TH AVE.90' ROWMATCH LINE - SHEET C10-6 PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENT10' FRONT YARD SETBACK PER BMC TABLE 38.320.030.C 18.00'(TYP.)9.00'(TYP.)24.00'(TYP.)24.00'(TYP.)10' FRONTSETBACK PERBMC 38.320.030.C 10' FRONTSETBACK PERBMC 38.320.030.C10' FRONTSETBACK PERBMC 38.320.030.C10' FRONTSETBACK PERBMC 38.320.030.CPROPOSED SITEPLAN 2CCFWEHC10-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEET5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00'TYPICAL ROADWAY DETAIL(TURBULENCE)18.00'(TYP.)18.00'(TYP.)18.00'(TYP.)24.00'(TYP.)COVERED PARKING11.10'37.00'92.00'11.09'92.00'92.00'37.00'8.00'18.00' 14.00' 14.50'55.00'78.00'73.00'237.37'5.00'(TYP.)17.92'7.46'14.50'25.11'13.92'2.92'14.00'64.00'14.00'28.05'R15.00'27.01' 27.00' 27.00'18.00'45.23'6.52'23.33' 16.34'R15.00'R173.50'R1 5 . 0 0 ' 18.69'R180.00'R185.00'25.36' 25.36' 17.81' 25.36' R 1 5 . 0 0 'R138.50'R132.00'R127.00'R511.50'R15.00'20.01' 19.90' 25.36' 25.36'R518.00'R523.00'R470.00'R465.00'0.00'14.01'10.75'9.00'14.75'80.96'14.09'3.93'55.00'14.00'108.83'60.00'14.00'8.00'41.39'6.62'57.18'82.00'14.00'10.30'119.46' 140.46' 14.67'24.25'13.00'167.77'6.50'12.23'15.02'57.72'18.07'17.95' 7.00'9.34'R15.00'R465.00'R470.00'R476.50'R1 5 . 0 0 'R511.50'R518.00'119.46'R20.00'R20.00 'R15.00'18.00'24.00'18.00' 24.01'18.01'23.99'ROWHOME 2(RH-2)ROWHOME 3(RH-3)3333333333333333333333333333322222222222KEY NOTESTRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.BIKE RACK LOCATION. SEE LANDSCAPE PLANS FOR DETAILS.INSTALL BOLLARD PER DETAIL 4, SHEET C1-8.7" HIGH MAX X 1' DEPTH STAIRS WITH HANDRAILS. (#) DENOTES NUMBER OF STAIRS. 7" HIGH MAX X 3' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS. 7" HIGH MAX X 5' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS.7" HIGH MAX X 1' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS.STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS.2134RECORD DRAWINGS 06/2025 24.00'135.46'5.00'R15.00'14.00'4.04'11 8 . 2 1 '5.00'47.00'5.00'4SCALE: 1" = 10'R15.00 '51.15'9.45'47.19'49.55'7.00'24.00'7.00' 24.00'7.00'24.00'24.00'LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510 PROPOSED 10'PRIVATE UTILITYEASEMENT10' EXISTINGPRIVATE UTILITYEASEMENT 10' PROPOSED PRIVATE UTILITY EASEMENT LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGE PER BMC SECTION 38.510 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:9.00'10.77' 8.47'4.32'3.50' 3.50' 5.00'66(6)7(5)7(5)7(5)7(4)7(3)7(2)7(2)9(1)7.00'22225.57'37.00'5.57'16.60'9.00'1.85'31.21'5.01'5.10'4.00'4.00'147.00'0.00'0.50'0.50' 5.00'16.60'9.00' 18.00' 18.00' 18.00'9.00'5.00'9.00'9.00'5.00'9.00'9.00'9.00'36.00'5.00'18.00'5.00'710.93'12.02'3.00'10.93'4.40'12.07'3.00'10.93'4.40'12.02'3.00'4.00'12.00'10.93'4.40'88(6)MAILBOX CLUSTER PER USPS STANDARDS4.00' 7.00'7.00'5.00'6.00'5.00'7.00'5.00'7.00'5.50'7.00'5.00'7.00'95.00'4.00'8.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'03/2026 W W W W W W W W W W W W OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOWWWWWWWWP 3WP 4WP 2WP 3 WP 1WP 2 WP 3 WP 1 WP 1WP 3WP 2WP 2 WP 3 WP 1 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 273.10'51.36'58.16' >>>>>>>>>>>>>>>>>>>>>>>>>> > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>MATCH LINE - SHEET C10-250.00' WATERCOURSESETBACK PER BMC38.410.100.eROWHOME12 (RH-12)WETLAND DELINEATION PERPOWER ENGINEERS WETLANDDELINEATION REPORTN 25TH AVE60' ROWTSCHACHE LANE 60' ROWPROPOSED 60.00' PUBLIC STREETAND UTILITY EASEMENTTURBULENCE LN.60' ROW 30.00' WATERCOURSESETBACK (ZONE 1)PER BMC 38.410.100.eFLAT 3(FL-3)PROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENT PROPOSED 10.00' PRIVATEUTILITY EASEMENT20.00' WATERCOURSESETABCK (ZONE 2)PER BMC 38.410.100.e10' FRONTSETBACKPER BMCTABLE38.320.030.C10' FRONTSETBACK PERBMC TABLE38.320.030.C 10' FRONT SETBACKPER BMC TABLE38.320.030.C10' FRONT SETBACKPER BMC TABLE38.320.030.C 18.00' (TYP.) 9.00' (TYP.) 24.00' (TYP.)24.00'PROPOSED SITEPLAN 3CCFWEHC10-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETTYPICAL ROADWAY DETAILSCALE: 1" = 10'5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00' 18.00' (TYP.) 12.98' 34.74'4.89'92.00'46.41'R10.00000 'R1.00'14.00'100.26'20. 5 8 '31.49'14.00'46.00'14.00' 29.32'0.84'74.85'26. 0 0 ' 10.42'0.65'14.00'28.00'14.00'28.51'5.00'25.42' 14.00'55.00'14.00'27.00'5.00'22.64' 14.00'64.00'14.00'26.02'27.77'5.00'14.00'37.00'14.00'9.54'R15.00'73.10'73.10'115.39'94.39'R167.5 0 0 0 0 ' R174.0 0 0 0 0 ' R179.00' R13 2 . 4 9 9 9 1 ' R126 . 0 0 0 0 0 ' R121. 0 0 'R15.00000'R 1 5 . 0 0 0 0 0 '47.80'40.65'9.22598'30.91'R15.00000'73.10'94.39'115.39'61.33'10.00'40.81'R132. 5 0 ' R126 . 0 0 0 0 0 ' R12 1 . 0 0 ' R20.00'R15.00'R15.00'R15.00000'R344.00000'R339.00000'R325.50000'18.99'13.42'6.42'3.50'3.50'R20.00000'5.00' 159.07'MATCH LINE - SHEET C10-5 143.01'11.33'16.81'92.00'92.00'1.95'16.18667'R1.00000'R15.00000'14.75 '13.00'7.74 '5.00'VEGETATED SWALEVEGETATED SWALECLASS IIGRAVEL TRAILROWHOME11 (RH-11)ROWHOME10(RH-10)ROWHOME 9(RH-9)R1.00'R1.00'1SINGLE UNIT 3(SU-3)24.00'7.19'7.00'5.00'18.99'6.22'2222222222223333333333333324.00'CLASS IIGRAVEL TRAIL25.00'3RECORD DRAWINGS 06/2025 24. 0 0 ' 11.08'5558.46'17.61'18.20' 13.98' 5.50'17.94'37. 0 0 ' 13.42'5.00'5.00'24.00'7.00'22225' PUBLIC ACCESSEASEMENTSINGLE UNIT 2(SU-2)SINGLE UNIT 1(SU-1)LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGE PER BMC SECTION 38.510 LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510 4.94'8.00'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:KEY NOTES:TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.6" CONCRETE PAD FOR BENCH. SEE ARCHITECTURAL FOR BENCHDETAIL.7" HIGH MAX X 3' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STAIRS.RETAINING WALL STRUCTURE. SEE STRUCTURAL.7" HIGH MAX X 1' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STAIRS.7" HIGH MAX X 5' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS.STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STAIRS.21345.05'5.73'9.24'7.00'7.08'PROPOSED 60.00'PUBLIC STREETAND UTILITY EASEMENT 6.86'358(5)66667.06'2.18'9.00'44.85'6.53'100.00000'6.83'4.00' 2.31' 0.50'88.00'12" SIDEWALK CHASEIN CONCRETE69.00'9.00'9.00'18.00' 7.00'7.00'6.70'7.00'10.93'4.40'11.53'3.00' 4.4 0 '10.93'3.00'11.89'3.00'27.70'3.00'11.89'3.00'30.08'3.00'11.89'3.00'11.69'5.40'11.04'27.70'3.00'11.89'3.00'21.84'10.93' 3.00'4.40'11.45'5(3)5(3)7(1)7(1)7(1)26.01'10.00'0.67' 2.00'18.00'7.0 0 ' MAILBOXCLUSTER PERUSPS STANDARDS19. 2 1 ' 7.41'27.51'3.00' 12.29 ' 11.65'31.85'R20.92554'R2 0 . 9 2 5 5 4 ' 2.97'27.89279'6.83'4.00'6.04'13.24'27.84'6.04'27.84'13.24'27.80'5.98'13.17'73.00'3.00'3.00'3.00'803/2026 OOOOOOOOOOOOOOOOOOOO O30204 WP 3WP 11213ACBEFGHIJLKM1412WP 311J'WP 1 WP 2 WP 1 WP 2 WP 1 WP 3 WP 2 WP 2 WP 3100.00'50.49'100.00'>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>PROPOSED SITEPLAN 4CCFWEHC10-5MATCH LINE - SHEET C10-4 MATCH LINE - SHEET C10-6 MATCH LINE - SHEET C10-3CLUBHOUSE(AM-1)GEARGARAGE(AM-3)PROPOSED 60.00' PUBLICACCESS AND UTILITY EASEMENTPROPOSED 60.00' PUBLIC ACCESS AND UTILITY EASEMENT 50.00' WATERCOURSESETBACK PER BMCSEC. 38.410.100.eTURBULEN C E L A N E 60' ROWN 25TH AVE.60' ROWFLAT 2(FL-2)FLAT 1(FL-1)30.00' WATERCOURSE SETBACK(ZONE 1) PER BMC SEC. 38.410.100.eAM-2WETLAND DELINEATION PERPOWER ENGINEERS WETLANDDELINEATION REPORTOCTOBER, 2021FLAT 3 (FL-3) PROPOSED 10' PRIVATE UTILITY EASEMENT PROPOSED 10' PRIVATE UTILITY EASEMENTPROPOSED 10'PRIVATE UTILITY EASEMENTPROPOSED 10'PRIVATE UTILITY EASEMENT20.00' WATERCOURSE SETBACK(ZONE 2) PER BMC SEC. 38.410.100.eTYPICAL ROADWAY DETAILSCALE: 1" = 10'10'' FRONT YARD SETBACKPER BMC TABLE 38.320.030.C6.00'POOLSheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEET5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00'24.00'16.92'22.98'22.98'14.75'13.00'28.88'73.64'28.93'106.00'17.00'8.50'161.87'26.83' 159.21'R167.50'R297.50'R291.00'R286.00'R174.00'R179.00'R20.00 'R15.00 'R304.50'R15.00'R15. 0 0 ' R20. 0 0 ' R15.00'R4.00'R4.00'R4.00'18.00'24.00'18.00'R4.00'R4.00'18.00'24.00'18.00'7.00'18.00'25.54'R297.50'R291.00'R286.00'44.19'44.19'28.83'30.29'11.95'86.30'13.95'82.00'14.00'9.29'9.91'5.69'14.00'24.00'24.58'46.00'14.00'10.76'49.53'17.50'82.00'14.00'8.52'R4.00'R4.00'R4.00'R0.50'R4.00'R15.00'R332.50'R339.00'R344.00'16.45'37.55'7.25'19.46'5.00'8.12'5.00'R4.00'R4.00'21.25'7.00'16.30'7.50'R4.00'188.22'53.79'27.59'10.00'11.70'45.93'11.70'10.13'20.58'16.00' 17.08'7.23'40.12'81.48'14.76'27.27' 45.79' 47.21'17.17'10.58'7.00'16.08' 12.68'34.39'16.00' 13.50' 13.42'13.42'13.50'26.49' 159.21'R1 5 . 0 0 ' 36.28'R15.00'R 1 5 . 0 0 ' 153.76'R132.50'R126.00'R121.00'19.71' 28.21' 10.28' 6.73' 3.22'4.83'5.57'R3.00'R8.00'R2.7 6 'R7.63'R2.69'R3.50 '110.00'10.00'10.00'10.00'88.73'28.58'66.80'6.04'12.34'17.02'14.88'11.25' 24.62'159.18'31.52'13.50'13.42'13.42' 13.50'234.47'213.47'R20.00'R1 5 . 0 0 ' R15.00' R20.00'R297.50'R291.00'R286.00'44.19'R332.50'R339.00'R344.00'SEE INSETINSETCLASS IIGRAVEL TRAILVEGETATED SWALE33333333331COORDINATE TIE INTOEXISTING CURB & GUTTER ANDSIDEWALK WITH BOZEMANWEST APPARTMENTSRECORD DRAWINGS 06/2025 442222222222222124.00'4.66'R20.00'4R15.00'TIE INTO EXISTING GRAVEL TRAIL,PROVIDE SMOOTH TRANSITION518.99' 6.00'16.23'5.00'4.34'7.49'71.14'9.00'18.00'24.00'7.00' 24.00'7.00'10' FRONT YARDSETBACK PER BMCTABLE 38.320.030.C10' PROPOSED PRIVATE UTILITY EASEMENT 10' PROPOSEDPRIVATE UTILITYEASEMENTLANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.510LANDSCAPE D B L O C K F R O N T A G E PER BMC SE C T I O N 3 8 . 5 1 0 25' PUBLIC ACCESSEASEMENT1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:KEY NOTES:TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.BIKE RACK LOCATION. SEE LANDSCAPE PLANS FOR DETAILS.6" CONCRETE PAD FOR BENCH. SEE ARCHITECTURAL FOR BENCHDETAIL.7" HIGH MAX X 1' DEPTH STAIRS WITH HANDRAILS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSSALL STEPS.GABION RETAINING WALL. SEE SHEET C11-5. 7" HIGH MAX X 5' DEPTH STAIRS. (#) DENOTES NUMBER OF STAIRS.STAIR HEIGHT SHALL BE UNIFORM ACROSS ALL STEPS.21345R15.00'R15.00' 3.50' 3.50' 3.50'3.50'3.50'7.00'7.00'20.59'3.00'38.89'66(6)8(2)777773 4 . 1 9 '51.74'30.07'R2.38'R8 . 00 ' 33.89'5.83'0.50'RETAINING WALLAPPROXIMATELY 379.23'LONG. REFERENCE OTHERSITE SHEETS.8.00'6.43'741.97'21.97'20.00' 10.00' 10.00'6" CONCRETE WALL BEHINDCURB FROM CURB CORNERTO GABIONGRADE BREAKS FROMTRENCH DRAIN TO EDGE OFPATIOTRENCH DRAIN ON WESTSIDE OF POOL ONLYHEADWALL4.66'R4.00' 3 5 . 1 1 '4.26'711.00'11.00'18.00'18.00'9.00'9.00'26.40'11.00'18.00'6(6)88(6)7.00'5.00'7.00' 47.19'6.00'5.00'6.00'5.00'5.00'5.00'5.00'03/2026 WWWWWWWWWWWWWWWWS SSSSSSS S SSSSSSSSSSSS 29 30 31 SS S SBFBFBFBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVWWW FDC WP 112345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1393.78'402.09'404.25'155.17'153.53'146.93'>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MATCH LINE - SHEET C10-5FLAT 1(FL-1)PROPOSED STORM WATERDETENTION POND TRADE WIND LN. 60' ROW N 25TH AVE.60' ROWEXISTING"BAXTER APARTMENTS"DEVELOPMENT50.00' WATERCOURSESETBACK PERBMC 38.410.100.eWETLAND DELINEATION PERPOWER ENGINEERS WETLANDDELINEATION REPORT30.00' WATERCOURSESETBACK (ZONE 1) PERBMC 38.410.100eMATCH LINE - SHEET C10-3TYPICAL ROADWAY DETAIL(N. 25TH AVE.)PROPOSED 60.00' PUBLIC ACCESS AND UTILITY EASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10'PRIVATE UTILITYEASEMENTPROPOSED 10.00'PRIVATE UTILITYEASEMENT20.00' WATERCOURSESETBACK (ZONE 2) PERBMC 38.410.100.e20' REAR SETBACK PER BMC TABLE 38.320.030.C 10' FRONTSETBACK PER BMCTABLE 38.320.030.C10' FRONTSETBACK PER BMCTABLE 38.320.030.C18.00' (TYP.)9.00'(TYP.)24.00' (TYP)PROPOSED SITEPLAN 5CCFWEHC10-6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEET5.00' 1.00' 6.50' 7.00' 10.00' 10.00' 7.00' 6.50' 5.00' 1.00' 18.00' (TYP.) 18.00' (TYP.) 24.00' (TYP) 18.00' (TYP.)18.00'(TYP.)18.00'(TYP.)24.00'(TYP.)18.00'(TYP.)264.19'276.55'17.59'214.14'21.75' 6.02' 17.02'14.88'4.73'31.55'178.76' 5.50'11.50'5.50'19.59'11.21'11.17'5.20'49.31'41.31'51.39'86.30'14.00'9.29'5.69'14.00'100.00'14.00'60.00'106.00'14.00'82.00'14.00'14.00'82.00'14.00'9.63'17.13'R15.00'9.91'R286.00' R291.00' R297.50'44.19'18.37'20.79'9.63'14.00'107.17'24.25'22.98'22.98'22.98'22.98'22.98'22.98'22.98'22.98'22.98'22.98'22.98'22.98'0.00'R15.00'27.00'9.00'81.00'27.00'9.00'72.00'27.00' 16.38' R 1 5 . 0 0 'R15.00'6.13'7.49'R332.50' R339.00' R344.00'59.32'19.85'2 0 . 7 5 ' 2 3 . 3 0 '32.48'8.00'5.00'7.00'VEGETATED SWALEVEGETATED SWALE122222213333333333334424.00'24.00'5.00'5.00'SCALE: 1" = 10'RECORD DRAWINGS 06/2025 313.50'223.50'0.00'24.00'8.00'9.00'24.00'222LANDSCAPED BLOCK FRONTAGEPER BMC SECTION 38.5107.00'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGSWHERE SHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSSUNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER OR OWNER.6.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUMDRY DENSITY AS DETERMINED BY ASTM D 698.7.CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENTCURB SECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING AMINIMUM DEPTH OF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").8.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.9.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).10.CONCRETE SHALL BE CLASS M-4000.11.EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTERSHALL BE SIX INCHES (6").12.THE DEVELOPMENT IS ZONES R-4 AND WILL FOLLOW THE SPECIAL RESIDENTIAL BLOCKFRONTAGE STANDARDS IN BMC 38.510.030.J.13.UNLESS OTHERWISE NOTED, TOP BACK OF CURB RADII ARE 4'.GENERAL NOTES:KEY NOTESTRASH ENCLOSURE. SEE ARCHITECTURAL PLANS.DETECTABLE WARNING PANEL. DETECTABLE WARNING SURFACETO COMPLY WITH ADAAG, FULL WIDTH OF RAMP. ONE CORNER OFPANEL WITHIN 8" OF GUTTER. NO OTHER LEADING EDGE OF PANEL MAY BE MORE THAN 5' FROM THE FLOW LINE.6" THICK CONCRETE DOOR STOOP / PATIO. SEE STRUCTURAL FORCONNECTION DETAIL TO BUILDING FOUNDATION.BIKE RACK LOCATION. SEE LANDSCAPE PLAN FOR DETAILS.7" HIGH MAX X 1' DEPTH STAIRS WITH HANDRAILS. (#) DENOTES NUMBER OF STAIRS. STAIR HEIGHT SHALL BE UNIFORM ACROSSALL STEPS.GABION RETAINING WALL. SEE SHEET C11-6.213410' FRONTSETBACK PER BMCTABLE 38.320.030.C4.93'3.02'3.00'8.49'55(3)5(2)666660.50'9.00'9.00'9.00'9.00'9.00'9.00'9.00'6.00'9.00'18.00' 18.00' 18.00'5.00'7.00'8.00'7.00'5.00'7.00'6.50'7.00'5.00'18.00'8.67'3.42'18.00'42.00'40.52'55.00'4.00'03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBT BT BT BT BT BT BT BT BT BT S D SD SD S S S S S S S S S S S S SSD SD SD W W W OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPTVPEFDEESPDESTVPPDSWWWWWWFDC WP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 2 47304735473547354735 472547304730473047304735 47354735 GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C1-7. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.OVERALL SITEGRADE & DRAINPLANCCFWEHC11-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS5010025500SCALE IN FEETGRADING ANDDRAINAGE PLAN 1SHEET C11-2GRADING ANDDRAINAGE PLAN 3SHEET C11-4GRADING ANDDRAINAGE PLAN 4SHEET C11 -5GRADING ANDDRAINAGE PLAN 5SHEET C11 -6GRADING ANDDRAINAGE PLAN 2SHEET C11 -3FL-1 FFE:4731.30AM-1 FFE:4733.50AM-3 FFE:4732.10FL-2 FFE:4736.10RH-1 FFE:4734.50RH-2 FFE:4734.50RH-3 FFE:4734.50RH-4 FFE:4740.30RH-5 FFE:4740.90RH-6 FFE:4741.50RH-7 FFE:4742.20RH-8 FFE:4742.50FL-3 FFE:4740.80RH-11 FFE:4739.50RH-12 FFE:4739.00 RH-10 FFE:4740.00RH-9 FFE:4738.50SU-1 FFE:4737.75SU-2 FFE:4738.25SU-3 FFE:4738.75RECORD DRAWINGS 06/2025 TSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE.60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROWEXIST ING "BAXTERAPARTMENTS"DEVELOPMENTPROPOSED STORM WATER DETENTION PONDWETLAND BOUNDARYPER POWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 202120' WATERCOURSE SETBACK(ZONE 2) PER BMC38.410.100.e30' WATERCOURSE SETBACK(ZONE 2) PER BMC38.410.100.e50' WATERCOURSE SETBACK(ZONE 2) PER BMC38.410.100.eDO NOT DISTURB LIMITSLIMITED DISTURBANCEAROUND EXISTING STORMINLET AND OUTLET ANDBEYOND ONCE TOP OF PONDBANK IS FORMED.03/2026 WP 1WP 3WP 4WP 2WP 3WP 3WP 1WP 2 WP 3WP 1WP 2 WP 3WP 1WP 2 WP 1WP 3WP 1WP 2WP 3WP 1WP 222OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP 6W SS12SD12SD12SD12SD12SD12SD12SD18SD18SD18SD18SD18SD18SD6SD15SD 15SD 15SD 15S D 15S D 15S D 15S D 15S D 15S D 15S D 15S D 8SD8SD12SD 12SD 12SD 12SD 12SD 12SD6SD12SD12SD12SD12SD12SD12SD12SD8SD 8SD8SD8SD8SD8SD8SDS>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)4740 4740 4 7 3 9 47 4 0 473 8 4 7 3 7474047 4 0 4740 IE IN=4734.43SS4739473847374741 47424741TBC: 40.19TBC: 40.33TBC: 40.33TBC: 40.15TBC: 41.55TBC: 41.36TBC: 41.30TBC: 41.13TBC: 39.17TBC: 36.98T B C : 4 0 . 3 0 TBC: 37.58TBC: 37.45TBC: 38.43TBC: 37.93TBC: 36.34MATCH EXST.TBC: 41.24TBC: 41.65TBC: 41.03TBC: 40.64TBC: 40.78TBC: 40.33TBC: 40.53TBC: 41.20TBC: 40.66TBC: 40.48TBC: 40.21TBC: 40.37TBC: 40.22TBC: 39.89TBC: 39.01TBC: 39.87GRATE: 39.40GRATE: 39.40GRATE: 39.00GRATE: 36.55G R A T E : 4 0 . 3 5 GRATE: 40.33TBC: 40.08GRATE: 39.70TBC: 38.64GRATE: 37.21TBC: 41.64SW: 40.56SW: 40.81SW: 41.26SW: 40.70SW: 40.40SW: 40.40SW: 40.40SW: 40.40SW: 36.49SW: 36.50MATCH EXIST.SW: 36.46 SW : 3 6 . 3 8 SW : 3 6 . 3 1 TBC: 36.92SW: 37.42SW : 3 7 . 4 7 SW: 37.26TBC: 37.31SW: 41.27TBC: 41.38SW: 41.64TBC: 41.58SW: 41.68SW: 41.63SW: 41.22SW: 41.17SW: 41.01SW: 40.94TBC: 41.47T B C : 4 1 . 6 4 T B C : 4 1 . 1 5 TBC: 40.83TBC: 40.83SW: 40.80SW: 40.87TBC: 40.35T B C : 4 0 . 1 4 SW: 40.45SW: 40.52SW: 40.08SW: 40.04SW: 39.87SW: 39.88SW: 39.92SW: 39.88SW: 39.91SW: 39.92SW: 39.66SW: 39.62SW: 40.50SW: 38.73SW : 3 8 . 6 6 SW: 38.11SW : 3 8 . 0 8SW: 40.80SW: 40.80TBC: 39.46TBC: 39.68T B C : 4 0 . 4 2TBC: 41.60EP: 42.19 EP: 41.43EP: 41.32EP: 41.32 EP: 40.72EP: 40.72EP: 40.36SW: 39.34SW: 39.27SW: 39.7230 LF 6" SDR 35 PVC @ 1.00%45 LF 8" SDR 35 PVC @ 0.88%IE IN (W)=4735.91IE IN (S)=4734.50IE OUT (N)=4734.50IE IN (S)=4734.31IE IN (E)=4735.90IE OUT (N)=4734.31IE IN (S)=4734.24IE OUT (N)=4734.14IE IN (S)=4733.58IE OUT (N)=4733.48128 LF 6" SDR 35 PVC @ 1.00%61 LF 12" SDR 35 PVC @ 0.60%40 LF 8" SDR 35 PVC @ 6.88%30 LF 6" SDR 35 PVC @ 1.00%SW: 39.88SW: 40 .74 SW : 4 0 . 8 0SW: 40.80SW: 41.72TBC: 41.24TBC: 41.20SW : 4 0 . 2 7 SW: 40.23SW: 40.63SW: 40.80SW : 4 0 . 1 9 TBC: 37.16GRATE: 39.72SW : 4 1 . 1 0SW: 41.15T B C : 4 1 . 1 7 TBC: 41.00MATCH EXST.MATCH EXST.M A T C H E X S T .TBC: 41.74TBC: 41.79MATCH EXST.MATCH EXST.TBC: 40.73SW: 39.97SW: 40.01SW: 39.85SW: 39.81SW: 39.59SW: 39.55TBC: 40.89SW: 40.66SW : 4 0 . 5 7TBC: 41.60TBC: 41.70TBC: 41.64 TBC: 40.82TBC: 41.01SW: 41.21 TBC: 40.22RIM: 39.56RIM: 39.44TBC: 40.24SW: 39.25T B C : 3 8 . 3 6 SW: 40.20SW: 40.28GRATE: 38.28SW: 39.20SW: 39.27SW : 3 8 . 5 9SW: 38.66SW: 37.36SW: 37.29SW: 37.35SW: 37.40TBC: 37.52SW: 36.43SW: 36 .42 SW : 4 0 . 7 7TBC: 40.70TBC: 40.8134 LF 12" HDPE @ 0.60%31 LF 12" HDPE @ 0.60%49 LF 12" HDPE @ 0.60%34 LF 12" HDPE @ 0.60%19 LF 12" HDPE @ 0.60%50 LF 8" SDR 35 PVC @ 1.00%31 LF 8" SDR 35 PVC @ 1.00%TBC: 41.58TBC: 41.29TBC: 41.19SW: 39.19SW : 4 0 . 7 6 IE IN (S)=4733.32IE IN (E)=4733.55IE OUT (N)=4733.20SW: 42.05SW: 42.03SW: 42.05 SW: 42.14SW: 42.14SW : 4 2 . 2 2SW: 42.05SW : 4 2 . 1 1 SW: 40.78SW: 40.90SW: 41.16SW: 40.48 SW: 40.36SW: 40.40SW: 40.65SW: 40.68SW: 40.58SW: 40.37SW: 40.66SW: 42.09SW: 42.03-2.71% -2.92% -1.54% -2.67%-2.52%-1.49%-3.13%-1.26%-2.46%-1.53%-2.68%-2.55%SW: 39.71SW: 39.88SW: 40 .19 SW : 4 0 . 5 5 SW: 40.33 SW: 40.48 SW: 40.19SW: 40.55SW: 40.71SW : 4 0 . 5 8 SW: 40.59SW: 40.61SW: 40.53SW: 40.27SW: 40.70SW: 40.70SW: 40.68SW: 40.15SW: 40.08SW: 40.01SW: 40.09SW : 3 9 . 9 7SW: 40.03SW: 38.04SW : 3 8 . 0 1TBC: 40.33FG: 4739.58FG: 4739.62F G : 4 7 3 9 . 6 5FG: 4739.69FG: 4739.58FG: 4739.83FG : 4 7 3 9 . 8 3FG: 4739.83FG: 4739.83FG: 4739.83FG: 4739.83-1.62%-1.14%-0.80%-1.62%SW: 40.68SW: 40.69SW: 40.25SW: 40.30SW: 40.62SW: 40.58TBC: 39.87TBC : 4 0 . 3 3TBC: 40.33TBC: 39 .87 S W : 4 0 . 3 4 SW : 4 0 . 3 2 SW: 4 0 . 4 0 SW : 3 9 . 9 4SW: 39 .94SW: 40 .40 S W : 3 6 . 4 9 SW: 40.71GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT PER ARCHITECTMATCH EXISTING SIDEWALKMATCH LINE - SHEET C11-4 MATCH LINE - SHEET C11-3GRADING AND DRAINAGE NOTES:GRADE & DRAINPLAN 1CCFWEHC11-2SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETRECORD DRAWINGS 06/2025 FLATS 3(FL-3)FFE: 4740.80N 25TH AVE ROWHOME 8 (RH-8) FFE: 4742.50 ROWHOME 7(RH-7)FFE: 4742.20 ROWHOME 6(RH-6)4741.50 ROWHOME 5(RH-5)FFE: 4740.90 ROWHOME 4(RH-4)FFE: 4740.30 111111111111111111111111111111111111111111111111N 27TH AVE 2222222222222222222221STEPSMH 38MH INLET 37STEPSMH INLET 36MH INELT 40MAILBOXCLUSTERMH INLET 35IE IN (SE)=4735.03IE OUT (N)=4734.70MH INLET 219RIM: 4740.50'IE IN (SE)=4735.64IE OUT (NW)=4735.54MH INLET 220RIM: 4740.27'IE OUT (W)=4735.96'IE IN (S)=4733.37IE OUT (N)=4733.36111103/2026 331604230WP 1 WP 3 WP 4 WP 2 WP 3WP 1WP 2 WP 3WP 1WP 2 WP 3WP 1WP 2 SS12SD18SD18SD18SD18SD18SD18SD18SD18SD 18SD18SD12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 12SD 15SD15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 15 S D 8SD8SD12SD 12SD 6SD6SD6SD6W 6W 8SD8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SD6SD6SDFS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)15SD15SD15SD15SD15SD15SD15 S D 15 S D 15 S D 15 S D4735473547354735128 LF 6" SDR 35 PVC @ 1.00%40 LF 8" SDR 35 PVC @ 5.36%59 LF 8" SDR 35 PVC @ 1.37%131 LF 15" HDPE @ 0.62%100 LF 15" SDR 35 PVC @ 0.70%30 LF 6" SDR 35 PVC @ 1.00%34 LF 12" HDPE @ 0.50%38 LF 12" HDPE @ 0.50%30 LF 6" SDR 35 PVC @ 1.00%39 LF 12" HDPE @ 0.50%16 LF 12" HDPE @ 0.50%30 LF 6" SDR 35 PVC @ 1.00%22 LF 12" HDPE @ 0.50%MA T C H E X I S T .MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.SW: 36.02SW: 35.95SW: 36.08SW: 36.15SW: 36.07SW: 36.14SW: 36.21SW: 36.26SW: 35.10SW: 35.10SW: 36.10SW: 36.10SW: 34.90SW: 35.72SW : 3 6 . 1 0 SW: 36.10SW : 3 5 . 4 3 SW: 37.06SW: 37.01SW: 37.04SW: 36.97SW: 37.10SW: 37.15SW: 37.08SW: 37.03SW: 35.94SW: 35.82SW: 36.10SW: 36.10SW: 33.31SW: 33.24SW: 32.29SW : 3 2 . 2 1 SW : 3 5 . 2 0SW: 35.66SW: 35.26SW: 35.23SW: 35.30S W : 3 5 . 4 3SW: 36 .10SW: 36.10SW: 30.99SW: 30.93MATCH EXIST.MATCH EXIST.SW: 36.31TBC: 36.05TBC: 36.06TBC: 36.09TBC: 35.91TBC: 35.32TBC: 36.09TBC: 36.07TBC: 36.01TBC: 35.66TBC: 34.42TBC: 34.28TBC: 34.47TBC: 34.31TBC: 34.61TBC: 34.50TBC: 34.36TBC: 34.47TBC: 34.61TBC: 34.35TBC: 34.40TBC: 34.35TBC: 34.42TBC: 34.49TBC: 34.36TBC: 34.29TBC: 34.26TBC: 34.33TBC: 34.41TBC: 34.48TBC: 34.36TBC: 34.32TBC: 34.40TBC: 34.34TBC: 34.38EP: 34.32EP: 34.32EP: 34.32EP: 34.32TBC: 34.59TBC: 34.48TBC: 34.30TBC: 34.41TBC: 34.40TBC: 34.71TBC: 34.61TBC: 34.85TBC: 34.73TBC: 36.92TBC: 36.05T B C : 3 5 . 8 5 TBC: 36.59TBC: 36.35TBC: 32.99MATCH EXST.MATCH EXST .TBC: 35.81TBC: 35.48TBC: 35.72TBC: 35.01TBC: 34.70TBC: 34.54TBC: 34 .75 TB C : 3 4 . 4 6 TBC: 35 .62TBC: 35.62TBC: 35.35TBC: 35.44TBC: 35.44TBC: 35.62T B C : 3 5 . 6 2TBC: 35.44TBC: 35.28TBC: 35.37TBC: 35.42TBC: 35.59TBC: 35.18TBC: 35.44TBC: 35.52TBC: 35.52TBC: 35.26TBC: 35.44TBC: 35.38TBC: 33.16TBC: 33.02TBC: 34.32TBC: 34.73TBC: 34 .54TBC: 34 .94TBC: 34.43TBC: 34.89TBC: 34.83TBC: 34.54TBC: 34.35TBC: 34.89TBC: 34.89TBC: 34.42TBC: 31.25TBC: 35.56SW: 36.46SW: 36.39SW: 36.23SW: 36.16 TBC: 35.85GRATE: 35.48GRATE: 35.47GRATE: 36.55GRATE: 36.55GRATE: 33.56GRATE: 33.60GRATE: 33.42GRATE: 33.42GRATE: 34.25GRATE: 33.42SW : 3 6 . 0 0 SW : 3 5 . 7 8 MATCH EXIST.SW: 35.82IE OUT (S)=4731.35IE IN (S)=4730.09IE IN (E)=4731.50IE OUT (N)=4730.09IE IN (S)=4729.63IE IN (E)=4731.04IE OUT (N)=4729.63IE IN (S)=4729.44IE OUT (N)=4729.34IE IN (S)=4729.26IE IN (E)=4730.68IE OUT (N)=4729.26IE IN (W)=4728.09IE OUT (NE)=4727.89TBC: 36.34TBC: 36.28TBC: 36.21TBC: 36.12TBC: 35.91TBC: 35.93TBC: 35.84TBC: 35.78TBC: 35.14TBC: 34.83TBC: 35.00 SW: 32.14SW: 32.22MA T C H E X S T .MA T C H E X S T .SW: 30.93SW: 30.87T B C : 3 5 . 7 2TBC: 35.72SW: 35.72TBC: 35.23TBC: 35.32SW: 36.04SW: 36.00SW: 35.86SW: 35.99TBC: 37.06TBC: 37.16TBC: 37.15TBC: 36.78TBC: 36.89TBC: 32.78TBC: 32.66SW: 34.41SW: 34.41SW: 34.41SW: 34.39SW: 34.39SW: 34.39SW: 34.40SW: 34.39SW: 34.39-1.95%-2.41%-1. 3 0 %-1.71%-1.36%-1.62%-1.57%-1.03%-2.71%-1.54% -1.5 2 % -1.5 2 % -2 . 1 1% -2 . 1 1% -2 . 1 1% -2. 0 9 % -1. 6 9 %-1.43%-1.59%-1.63%-1.52%-2.42%TBC: 35.53TBC: 35.64F G : 4 7 3 5 . 2 7FG: 47 35 .2 7TBC: 35.31FG: 4734.84FG: 4734.85FG: 4734.85FG: 4734.85FG: 4734.86FG: 4734.86FG: 4734.87FG: 4734.86FG: 4734.87-1.50%-1.52%-1.61%-1.68%-1.43%SW: 35 .98SW: 35.98SW: 35.25SW: 35.30SW: 35.26SW: 35.21T B C : 3 5 . 6 2TBC: 35.16TBC: 35.16TBC: 35.62TBC: 35.62TBC: 35.16TBC: 35.16TBC: 35.62T B C : 3 5 . 6 2TBC: 35.16T B C : 3 5 . 1 6TBC: 35.62SW : 3 5 . 7 2 SW : 3 5 . 2 6SW: 35.26SW : 3 5 . 7 2SW: 35.72SW : 3 5 . 2 6 SW : 3 5 . 2 6 SW : 3 5 . 7 2SW: 35.72SW: 35.26SW : 3 5 . 2 6SW: 35.72SW : 3 5 . 7 2 FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12FG: 4735.12SW: 35.18MATCH LINE - SHEET C11-2MATCH LINE - SHEET C11-5 MATCH LINE - SHEET C11-6GRADE & DRAINPLAN 2CCFWEHC11-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETRECORD DRAWINGS 06/2025 FLATS 2(FL-2)ELEV: 4736.10ROWHOME 3(RH-3)ELEV:4734.50 ROWHOME 2(RH-2)ELEV: 4734.50 ROWHOME 1(RH-1)ELEV: 4734.50 GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C050. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.1111111111111111111111111111111TURBULENCE LANEN 25TH AVE N 27TH AVE GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT PER ARCHITECTMATCH EXISTING SIDEWALK12222222222222IE OUT (E)=4731.60STEPSMH INLET 174MH INLET 173MH INLET 172MH INLET 169MH INLET 167STEPSMAILBOXCLUSTERMH INLET 224RIM: 4734.96INV: 4733.26RAMPIE IN (S)=4729.15IE OUT (E)=4728.90IE IN (S)=4729.92IE OUT (N)=4729.8264 LF 12" HDPE @ 0.50%IE IN (SE)=4730.79IE OUT (N)=4730.414.33' CURB TAPERTO SLAB1' CURB TAPERTO SLAB03/2026 WP 3WP 4WP 2WP 3WP 1WP 2WP 3WP 1WP 1WP 3WP 2WP 2WP 3WP 1WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2BPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPO O O O O O O O OBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG12SD12SD12SD12SD>>>>>>>>12SD12SD12SD12SD18SD18SD18SD18SD18SD>>>>>>>>>>>>>>>>>>>>>> > >>>>>>> > > > > > >>>>>> >>> > >>>>>>>>>>> > >>>>>>>>>> > > > > > > >>>>>>>>>>>>>>>>> > > > > > > > > 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SDW>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)473947414740 4739 4738MATCH EXIST.MATCH EXIST.SW: 41.22TBC: 41.41TBC: 40.85TBC: 40.83TBC: 38.83TBC: 38.91TBC: 39.08TBC: 38.95TBC: 38.68TBC: 39.01T B C : 3 8 . 8 6 TBC: 38.71TBC: 38.49TBC: 38.20TBC: 38.41TBC: 38.57TBC: 38.27TBC: 38.06TBC: 37.70TBC: 37.95TBC: 37.88TBC: 37.73TBC: 37.57TBC: 37.13TBC: 37.45TBC: 37.70TBC: 35.90TBC: 38.73TBC: 39.27TBC: 39.15TBC: 39.30TBC: 39.47TBC: 39.65TBC: 39.76TBC: 39.58TBC: 39.38TBC: 39.52TBC: 39.67TBC: 39.80TBC: 39.68TBC: 40.42TBC: 40.14TBC: 39.74TBC: 39.08TBC: 38.43TBC: 37.58TBC: 36.76TBC: 36.65TBC: 36.92TBC: 37.58TBC: 38.43TBC: 39.08TBC: 39.74SW: 40.87SW: 40.80 SW: 39.66SW: 39.92SW: 40.08SW: 39.50SW: 39.47SW: 39.62SW: 39.88SW: 40.04TOW: 37.95TOW: 38.02SW: 38.25TOW: 37.52T OW : 3 7 . 4 5 TOW: 37.08TOW : 3 6 . 9 5 SW: 36.51SW: 36.45SW: 37.35SW: 37.40SW: 37.42SW: 37.47SW: 37.20SW: 37.39SW: 37.40SW: 37.35SW: 37.47SW: 37.42SW: 37.36SW: 37.29SW: 38.73SW: 38.66EP: 39.46EP: 38.96 GRATE: 37.21GRATE: 37.21GRATE: 38.28GRATE: 38.30GRATE: 39.70CURB: 40.33RIM: 37.25GRATE: 36.55SW: 38.68SW: 38.57SW: 38.54SW: 38.38SW: 38.42SW: 38.12SW: 38.16SW: 37.97SW: 38.00MATCH EXIST.FL: 36.95FL: 37.74FL: 35.05FL: 33.81FL: 32.90F L : 3 1 . 1 8MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.TBC: 39.34TBC: 39.3678 LF 12" HDPE @ 0.50%TOW: 38.08TOW: 38.08TOW: 37.58TOW: 37.58TOW: 37.02TOW: 37.08SW : 3 7 . 6 2 SW: 37.75SW: 37.68SW : 3 7 . 7 4 SW: 36.43SW: 36.33SW: 38.75SW: 41.17 GRATE: 38.61TBC: 39.12TBC: 39.47 SW: 39.38SW: 39.08SW: 39.04SW: 39.15SW: 39.16SW: 39.43SW: 39.15SW: 39.12SW: 38.74SW: 38.25SW: 37.18SW: 37.11SW: 40.45SW: 40.52SW: 39.69SW: 39.68SW: 39.64SW: 39.55SW: 39.98SW: 40.01MATCH EXST.MATCH EXST.SW: 41.22SW: 41.15SW: 38.75SW: 37.23TBC: 41.00TBC: 41.34TBC: 41.17 TBC: 38.37TBC: 38.84TBC: 37.79SW: 39.66SW: 39.77SW: 39.80SW: 39.82TBC: 39.02SW: 38.85FG: 35.00FG: 35.75FG: 34.70FG: 36.41FG: 35.52F G : 3 6 . 9 1 FG: 35.52FG: 36.25FG: 36.50FG: 37.60FG: 36.50FG: 36.75 SW: 38.97SW: 39.01SW: 39.12SW: 39.15-1.62%-1.87%-1.71%-3.83%-1.81%-1.80%-1.58%-2.48%-1.53%-1.90%-1 . 7 2%-2.90%-1.90%-1.87%SW: 39.28SW: 39.24SW: 39.20TBC: 39.31TBC: 39.19TBC: 39.33FL: 37.16FL: 37.48FL: 39.12 TBC: 39.27TBC: 39.23FG: 38.67FG: 38.73FG: 38.80FG: 38.83FG: 38.55FG: 38.49FG: 38.44FG: 38.38-1.84%-1.84%WP 2>>>>>>>>>>>>>>>>>>> > > > > > > > > >> > >>>>>>>>TOW: 39.33FG: 38.33FG: 38.50TOW: 39.33TOW: 39.15FG: 38.15TOW: 39 .15 T OW : 3 9 . 1 5 T OW : 3 9 . 1 5FG: 37.80FG: 37 .80FG: 38.50MATCH LINE - SHEET C11-5MATCH LINE - SHEET C11-2 GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C050. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.GRADE & DRAINPLAN 3CCFWEHC11-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETRECORD DRAWINGS 06/2025 SINGLE UNI T 1 ( S U - 1 ) ELEV: 4737. 7 5ROWHOME 9(RH-9)ELEV: 4738.50ROWHOME 10(RH-10)ELEV: 4740.00ROWHOME 11(RH-11)ELEV: 4739.50ROWHOME 12(RH-12)ELEV: 4739.001111111 1111111111111111111111111111N 25TH AVE SINGLE UN I T 2 ( S U - 2 ) ELEV: 4738.2 5 SINGLE UNIT 3 ( S U - 3 ) ELEV: 4738.7 5 GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT PER ARCHITECT.MATCH EXISTING SIDEWALKLAYDOWN CURB FOR DRIVEWAY APPROACH.12IE OUT=4735.51222222CURB CUT WITH 12" WIDECONCRETE APRON,SIDEWALK CHASE AND RIPRAP CHANNELCURB CUT WITH 12" WIDECONCRETE APRON WITH RIPRAP CHANNELCURB CUT WITH 12" WIDECONCRETE APRON WITH RIPRAP CHANNELCURB CUT WITH 12" WIDECONCRETE APRON WITH RIPRAP CHANNELMH INLET 112ROWHOME 12(RH-12)ELEV: 4739.00SEE DETAIL A, THIS SHEETFOR RETAINING WALLDETAIL ASCALE: 1" = 5'2.42'9.87'2.00'18.00'3333TOP BACK OF CURBCURB CUT WITH 12" WIDECONCRETE APRON THROUGHRETAINING WALL WITH RIPRAP CHANNEL BELOW.IE OUT (W): 4735.20103/2026 O O O O O O O O O O O O O O O O O O OO204NGNGNGNGNGNGWP 3WP 1 13 A C B E F G H IJLKM 14 WP 3 J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 312SD 12SD 12SD 12SD18SD18SD18SD18SD18SD15SD 12SD12SD12SD12SD12SD12SD12SD>>>>>>>>>>6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD 6SD6SD6SD > > > > > > > > > > > > > > > > > > > > > >>> > > > > >>>>>>>>> > >>>>>>>> > > > >>>>>> > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 15SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD 24SD8SD8SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >12SD12SD12SD12SD8SD8SD8SD8SD8SD 8SD 8SD 8SD 8SD6SD 6SD6SD6SD6SD6SD6SD 6 S D 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD>>>>15SD15 LF 6" SDR 35 PVC @ 0.50%IE IN (NE)=4731.56IE OUT (SW)=4731.56IE IN (N)=4731.48IE IN (NE)=4731.48IE IN (SE)=4731.48IE OUT (W)=4731.4842 LF 6" SDR 35 PVC @ 0.50%21 LF 6" SDR 35 PVC @ 0.50%40 LF 8" SDR 35 PVC @ 5.36%25 LF 6" SDR 35 PVC @ 0.50%IE IN (N)=4731.6089 LF 6" SDR 35 PVC @ 0.50%IE OUT (S)=4732.05IE OUT (NW)=4729.07IE OUT (W)=4728.66TBC: 37.58TBC: 36.65TBC: 39.00TBC: 37.13TBC: 37.70T B C : 3 7 . 4 5 TBC: 35.90TBC: 33.97MATCH EXIST.MATCH EXIST.M A T C H E X I S T . T B C : 3 4 . 5 2TBC: 35.96TBC: 36.32TBC: 36.52TBC: 36.73TBC: 36.35TBC: 33.80TBC: 33.30TBC: 33.05TBC: 33.17SW: 33.97SW: 34.02SW: 34.20SW: 34.29SW: 33.36SW: 35.71SW: 36.15SW: 33.12SW: 36.94SW: 36.89SW: 36.87SW: 36.82 M A T C H E X I S T .MATCH EXIST.FL: 28.60FL: 27.59FL: 26.38FL: 25.64SW: 34.29SW : 3 4 . 2 2 FF: 33.45SW: 36.45SW: 36.51SW: 37.40SW: 37.35SW: 37.47SW: 37.42SW: 37.29SW: 37.36SW: 37.26SW: 37.31SW: 37.35SW: 37.42SW: 37.47SW: 37.40 SW: 37.26SW: 37.20SW: 37.11SW: 37.18TBC: 33.30TBC: 32.62TBC: 30.93TBC: 30.52TBC: 32 .08TBC: 31.56TBC: 31.66TBC: 31.46T B C : 3 1 . 3 5TBC: 31.57T B C : 3 2 . 3 6 TBC: 32.08TBC: 32.55TBC: 32.68TBC: 32.76TBC: 32.94TBC: 31.94TBC: 31.64TBC: 30.73T B C : 3 0 . 9 5TBC: 30.93TBC: 30.70TBC: 30.58TBC: 30.57TBC: 30.69TBC: 30.79TBC: 3 0 . 8 0 TBC: 30.70TBC: 31.77TBC: 32.99TBC: 37.16 TBC: 36.92SW: 37.08SW: 37.15SW: 37.06SW: 37.01SW: 37.10SW: 37.04SW: 36.97SW: 37.03SW: 36.77SW: 36.79SW: 36.76SW: 36.83SW: 33.13SW: 33.20SW: 32.78SW: 33.46SW: 33.43SW: 33.43SW: 33.44SW: 33.44SW: 33.45SW: 33.44SW: 33.17SW: 33.10SW: 31.99SW: 32.10S W : 3 1 . 9 7SW: 32.00SW: 32.10S W : 3 2 . 0 8 SW: 31.72SW: 32.26SW: 32.34SW: 32.37SW: 32.29SW: 35.30SW: 35.66SW: 35.26SW: 35.23SW: 34.26TBC: 35.31TBC: 35.20TBC: 35.44GRATE: 31.40GRATE: 33.56GRATE: 33.56GRATE: 30.36G R A T E : 3 1 . 7 1GRATE: 35.56GRATE: 35.53GRATE: 34.22GRATE: 34.06FL: 35.34FL: 33.21F G : 3 3 . 1 8 FG: 33.00F G : 3 2 . 1 4 FG: 33.45FG: 33.45SW: 35.82SW: 35.95SW: 36.10 SW: 36.10SW: 33.24SW: 33.31TBC: 30.26T B C : 3 0 . 0 9 T B C : 3 0 . 2 1 TBC: 30.12TBC: 30.00TBC: 30.17FL: 24.90SW: 33.50SW: 34.20MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MATCH EXIST.MA T C H E X I S T .SW: 34.77SW : 3 4 . 8 4SW: 36.43SW: 36.33SW: 36.21SW: 36.28SW: 36.77SW: 36.84TBC: 36.85TBC: 37.66TBC: 37.58TBC: 36.35SW: 35.55SW: 35.37SW: 34.84SW: 34.87SW: 34.64SW: 34.45SW: 33.92SW: 34.11SW: 36.04SW: 35.99SW: 35.86SW: 36.10SW: 36.00SW: 32.19SW: 32.27SW: 32.02SW: 32.09SW: 32.22SW: 32.30 TBC: 30.66SW: 31.55SW: 31.51SW: 33.24SW: 33.31SW: 35.75SW: 35.87TBC: 32 .27TBC: 32.36SW: 31.99SW: 31.99SW: 31.94SW: 31.95TBC: 37.15TBC: 36.89TBC: 36.78TBC: 36.78TBC: 36.88TBC: 37.07TBC: 37.03TBC: 37.16TBC: 37.10TBC: 37.44TBC: 37.52TBC: 37.45TBC: 37.52TBC: 37.21TBC: 37.02SW: 33.31SW: 35.68SW: 36.08SW: 33.78 SW: 33.72SW: 30.77GRATE: 30.39TBC: 31.91SW: 31.48SW: 31.44SW: 31.94SW: 35.49SW: 35.55SW: 35.42SW: 35.48SW: 31.99-1.88% -2.68%-1.25%-2.08%-1.73%-1.88%-1.97%-2.52%-1.85%???-25.79%F L : 2 7 . 1 5 FG: 31.50FG: 30.25F G : 3 2 . 8 4 FG : 3 2 . 9 9FG: 32.35FG: 31.89FG: 30.92FG: 31.25FG: 30.58FG: 32.45FG: 30 .58FG: 33.50SSSSSSSS S S S SSS36 LF 6" SDR 35 PVC @ 0.50%GRATE: 31.83SSSSSSIE OUT (W)=4728.66IE OUT (W)=4728.66IE OUT (W)=4728.66IE OUT (W)=4728.66IE OUT (W)=4728.66IE OUT (W)=4728.66GRATE: 30.16STBC: 30.98TBC: 31.16TBC: 32.39TBC: 32.72TBC: 30 .36FG: 32.03 FG: 31.92FG: 32.20FG: 32.21FG: 32.57 F G : 3 2 . 5 7 FG: 32.56FG: 32.55-1.58% -1.58% -1.58% -1.24%-1.58%TBC: 33.69TBC: 33.76TBC: 33.37TBC: 33.26TBC: 33.30 TBC: 33.30 TBC: 33.30 TB C : 3 3 . 3 0 FG: 32.80FG: 32.80 FG: 32.80FG: 32.80FG: 31.97 SW: 31.95S W : 3 2 . 1 0 WP 2>>>> > > > > >>>>>>>> > > > > > > > > > > >>>>>>>>>>8SD 6SD6SDF G : 3 3 . 4 0 FG: 33 .28FG: 32.06FG: 31 .71FG: 31 .22FG: 32.80FG: 31 .34FG: 28 .62FG: 28 .79FG: 29.00FG: 32.40FG: 29 .95FG: 29.44FG: 28.72FG: 32.00FG: 31.58FG: 32.01FG: 31.89FG: 30.00FG: 28.21FG: 29.00FG: 31 .00FG: 29.25FG: 32.75S WP 2> > > >>>>>>>>> > > > > >6SD6SD6SD6SD6SD6SD6SD6SDFG: 33.40FG: 29.25FG: 30.86FG: 32 .14FG: 32.75FG: 32.75FG: 32.75MATCH LINE SHEET C11-4MATCH LINE SHEET C11-6MATCH LINE SHEET C11-3 GRADE & DRAINPLAN 4CCFWEHC11-5SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETCLUBHOUSE(AM-1)ELEV: 4733.50GEARGARAGE(AM-3)ELEV: 4732.10FLATS 2(FL-2)ELEV: 4736.101111111111IE OUT (N)=4728.51GRADING AND DRAINAGE NOTES:1.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BE SAWCUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDE SMOOTHTRANSITIONS TO EXISTING SURFACES.2.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER DETAIL 1 ONSHEET C050. PROVIDE SMOOTH TRANSITIONS BETWEEN CATCH AND SPILL CURB.3.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.4.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.5.ALL GRADING AND DRAINAGE INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO CURBRAMPS, CROSSWALKS, AND LANDINGS SHALL CONFORM TO ADA (AMERICANS WITHDISABILITIES ACT) REQUIREMENTS.6.LANDSCAPE PLAN PROVIDED BY OTHERS. SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.TURBULENCE LANEN 25TH AVE GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT CONNECTION SLOT DRAIN TO STORM DRAIN CONNECTION. TRENCH DRAIN TO STORM DRAIN CONNECTION. SEE DETAIL SHEET C12-1 FOR POOL DECK GRADING PLAN. PROVIDE 5 CUBIC FEET OF 6" RIP RAP AND RODENT PROOF END CAPS.1MH INLET 221NDS 6" METAL ATRIUM INLET DRAINMH INLET 180IE OUT (SW)=4728.68STEPSELEV: 4733.45STEPSSWALE @0.75%SWALE @0.27%SWALE @6.67%STEPSMH INLET 179SEE DETAIL A, THIS SHEETFOR RETAINING WALLDETAIL ASCALE: 1" = 10'IE: 26.44IE: 26.76CONTRACTOR TO FIELDFIT CONCRETE WALL ASNECESSARYIE: 27.90DETAIL BSCALE: 1" = 10'SEE DETAIL B, THIS SHEETFOR RETAINING WALLMH INLET 230IE OUT (W)=4728.12IE IN (SE)=4728.46IE IN (NE)=4728.46IE IN (E)=4728.4682 LF 8" SDR 35 PVC @ 0.25%84 LF 12" SDR 35 PVC @ 0.50%60 LF 8" SDR 35 PVC @ 1.02%13 LF 6" SDR 35 PVC @ 0.25% MIN. SLOPE35 LF 8" SDR 35 PVC @0.63%ROOF DRAIN CONNECTIONTO MANHOLECONNECT 6" PIPE TO TOP OF 12" PIPE11137 LF 6" SDR 35 PVC @ 0.50%23 LF 6" SDR 35 PVC @ 0.50% MIN.58 LF SDR 35 PVC @ 0.50% MIN.57 LF 6" SDR 35 PVC @ 0.50% MIN18 LF 6" SDR 35 PVC @ 0.50% MIN27 LF 6" SDR 35 PVC @ 0.50% MIN15 LF 6" SDR 35 PVC @ 0.50% MIN.40 LF 6" PERF. PVC @ 0.50% MIN.18 LF SDR 35 PVC @ 0.50% MIN.15 LF SDR 35 PVC @ 0.50% MIN.40 LF 6" PERF. PVC @ 0.50% MIN.18 LF 6" SDR 35 PVC @ 0.50% MIN12 LF 6" SDR 35 PVC @ 0.50% MIN16 LF 6" SDR 35 PVC @ 0.50% MIN14 LF 6" SDR 35 PVC @ 0.50% MIN123CONTRACTOR TO ROUTE ROOF DRAIN TO DITCH.2223328 LF 6" SDR 35 PVC @ 0.50% MIN4555544444122POOL LANDSCAPE DETAILSTEPDOWN APPROX. 3" (BY LANDSCAPE PLAN)ROCK, MULCH, AND SOILPER LANDSCAPE PLAN.WASHED ROCK. MINIMUM 6"ABOVE PERF. PIPE.SEPARATION FABRICCOMPACTED SUBGRADE6" PERFORATED PIPE WITHPERFORATIONS LOCATEDAT 5 AND 7 O'CLOCK.N.T.S.IE OUT (N) =4731.69RECORD DRAWINGS 06/2025 CONSTRUCTED WALLGEOMETRY VARIESFROM PLANS.03/2026 FDC12345678 A 91010'11'1213 A B C D C B E FGHIJLKM 14 12 11 10 9 78 123456 I'J' F G HKJMLWP 1 WP 3 WP 4 WP 2 11 J'WP 1S S 293031NGBFBF24SD 24SD15SD15SD12SD15SD 15SD 15SD >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD 24SD18SD24SD24SD24SD24SD 6SD6SD6SD6SD6SD6SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>12SD12SD12SD12SD8SD8SD8SD8SD8SD 8 SD >>>>>>>>>>>>>>>>> >>>>> 15SD 15SD 15SD 87 LF 8" SDR 35 PVC @ 1.80%70 LF 6" SDR 35 PVC @ 1.00%2 LF 6" SDR 35 PVC @ 1.00%6 LF 6" SDR 35 PVC @ 1.00%70 LF 6" SDR 35 PVC @ 1.00%IE OUT (E)=4723.68IE OUT (S)=4725.42IE OUT (N)=4725.42IE OUT (E)=4725.30IE IN (W)=4724.61IE IN (W)=4722.9974 LF 8" SDR 35 PVC @ 1 .80%47254725472647274728472947254730SW: 30.93 TBC: 30.78TBC: 30.93SW: 30.87SW: 31.50SW: 31.57SW: 31.22SW: 31.12SW: 31.23SW: 31.22SW: 28.88SW: 28.84SW: 28.59SW: 28.52TBC: 28.81TBC: 28.64SW: 29 .26 SW : 3 1 . 0 7SW: 31.26SW: 31.26SW: 30.59SW: 30.56SW: 30.08TBC: 30.70SW: 30.80SW: 30.70 TBC: 30.69SW: 31.79SW: 31.72SW: 32.26SW: 32.34 TBC: 30.68 TBC: 30.55SW: 30.52SW: 28.06SW: 28.13TBC: 28.25TBC: 28.47SW: 32.29SW: 32.37TBC: 32.10TBC: 31.64T B C : 3 0 . 7 3 TBC: 29.98TBC: 29.86TBC: 29.77TBC: 30.49TBC: 29.96TBC: 30.29TBC: 29.64TBC: 29.73TBC: 29.31TBC: 29.37TBC: 29.57TBC: 29.05TBC: 28.93TBC: 28.84TBC: 28.52TBC: 28.94TBC: 29.22TBC: 30.00 TBC: 29.90 TBC: 29.78TBC: 30.09TBC: 30.12TBC: 30.21T B C : 3 0 . 0 0 TBC: 29.28TBC: 29.15TBC: 29.37TBC: 29.42TBC: 28.46T B C : 2 8 . 5 5 T B C : 2 8 . 3 4TBC: 28.43TBC: 27.78TBC: 27.87TBC: 27.75TBC: 27.66T B C : 2 7 . 7 0 T B C : 2 7 . 7 1 TBC: 27.55TBC: 2 7 . 5 8TBC: 2 8 . 1 3 TBC: 27.76TBC: 29.53TBC: 29.45TBC: 29.44TBC: 30.32TBC: 31.78GRATE: 27.39GRATE: 27.39GRATE: 27.95GRATE: 30.29CURB: 31.40TBC: 28.51T B C : 2 8 . 2 4TBC: 28.60TBC: 28.33TBC: 28.95TBC: 28.71TBC: 28.77TBC: 29.01TBC: 29.80TBC: 29.53TBC: 29.62TBC: 29.89MATCH EXIST.MATCH EXIST.FL: 24.29FL: 23.61FL: 21.99FL: 21.17SW : 3 1 . 3 0 SW: 31.30SW: 31.21S W : 3 1 . 2 1 GRATE: 30.65 FL: 21.32TBC: 27.84TBC: 28.32SW: 28.78SW: 28.94TBC: 29.15SW: 29.18SW : 2 8 . 9 9SW: 29.08SW: 29.62TBC: 29.74TBC: 29.83SW: 30.90SW: 31.20SW: 30.5 9 SW : 3 1 . 5 8 TBC: 29.91TBC: 30.33TBC: 30.15TBC: 30.09SW: 30.25SW: 29.84SW: 29.88SW: 30.39SW: 30.43SW: 30.19SW: 29.68SW: 29.64SW: 30.06TBC: 30.47SW: 30.04SW : 3 0 . 5 7SW: 30.07TBC: 30.61TBC: 30.57TBC: 30.58TBC: 31.70SW: 31.51SW: 31.55SW: 31.48SW: 31.44SW: 32.19SW: 32.27TBC: 31.25TBC: 31.14SW: 31.30SW: 31.16SW: 31.16SW: 31.17SW: 31.09 TBC: 30.66SW: 32.02SW: 32.30SW: 32.09SW: 30.93SW: 30.99TBC: 31.25SW: 31.37SW: 31.44SW: 30.59MATCH EXIST.MATCH EXIST.TBC: 31.1688 LF 8" SDR 35 PVC @ 1 .44% SW: 28.61SW: 28.68T B C : 3 0 . 4 6SW: 31.2247294728473147294728GRATE: 30.28-1.25%-3.56 % - 1 . 30% -1 .3 3% -1 .3 6% -1 .2 5% -1.26%-1.56%-1.29%-2.25%-1.27%-3.5 3 % -1. 9 7 % -1 .63% -1.75%-25.16% -25.19%FL: 22.57SSSSSSSSSSSSSSSSSW: 30.10FG: 29.94FG: 29.77FG: 29.71FG : 2 9 . 8 9 FG: 29.82FG: 29.63FG : 2 9 . 7 6 FG: 29.57FG: 29.51FG: 29.69FG : 2 9 . 4 5FG: 29.62FG: 29.55FG : 2 9 . 3 8 F G : 2 9 . 3 1FG: 29.49F G : 2 9 . 4 2 F G : 2 9 . 2 4 - 1 . 3 0% -1 .38% -1 .38% - 1 . 31% - 1 . 2 8% -1 . 3 0% - 1 . 3 0%TBC: 29.54TBC: 29.58TBC: 29.74TBC: 29.78TBC: 29.94TBC: 29.97SW : 2 8 . 6 6SW: 29.31SW : 2 9 . 3 6SW: 29.95SW: 30.05SW: 29.71SW: 29.65TBC: 28 .38 SW: 31.26SW: 31.26SW: 31.21SW: 31.21SW: 29.90 SW: 29.86SW: 31.17SW: 31.17SW : 2 9 . 4 0 SW: 29.3512 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SD6SD6SD6SD6SD8SD8SD8SD8SD8SD8SD8SD>>>>>>>>>>>>FG: 29.60FG: 29.79FG: 29.36FG: 28.93FG: 29.25FG: 29.10FG: 29.04FG: 28.85FG: 28.48FG: 28.29FG: 28.18FG: 28.00FG: 27.62FG: 27.43FG: 27.37FG: 27.22FG: 26.91FG: 26.76FG: 26.70FG: 25.87FG: 24.82FG: 27.33FG : 2 7 . 2 0 F G : 2 7 . 0 7 FG: 26.84FG: 26.76F G : 2 6 . 5 1 F G : 2 6 . 0 1 FG: 25.76FG: 25.62FG: 25.37F G : 2 4 . 8 7 F G : 2 4 . 6 2FG: 24.54FG: 24.34FG : 2 3 . 9 3 FG: 23.72FG: 23.64FG: 23.40FG: 24.53MATCH LINE - SHEET C11-5MATCH LINE - SHEET C11-3 GRADE & DRAINPLAN 5CCFWEHC11-6SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS204010200SCALE IN FEETFLATS 1(FL-1)FFE: 4731.30N 25TH AVE RECORD DRAWINGS 06/2025 1111TRADE WIND LANEGENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAK (TYP.)11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.KEY NOTESDOWNSPOUT CONNECTION1IE OUT (W)=4726.30IE OUT (W)=4726.30IE OUT (W)=4725.04STEPSIE OUT (W)=4723.35MATCH LINE - SHEET C11-5DETAIL ASCALE 1" = 20'SEE DETAIL A, THIS SHEETFOR RETAINING WALLSEE DETAIL A, THIS SHEETFOR RETAINING WALL19.22'379.23'8.00'4.00'4.00'4.00'4.00'RAMPSTEPS03/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BT BT BT BT BT BT BT BT BT BT SD SD S S S S S S S S S S S SSD SD W W OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDEESPESDSWWWWWWFDC WP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 2 1.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.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C2-1 FOR MORE COMPLETEDEPICTION OF EXISTING IMPROVEMENTS.3.PAVEMENT MARKINGS WITHIN THE SITE SHALL BE FOUR INCH (4") YELLOW PAINTED MARKINGS WHERESHOWN ON THE SITE PLAN IN ACCORDANCE WITH SECTION 02851 OF THE MPWSS UNLESS OTHERWISEINDICATED OR DIRECTED BY THE ENGINEER OR OWNER.4.SIGNS SHALL BE MOUNTED TO POST USING NEOPRENE, FIBROUS, OR OTHER APPROVED NON-METALLICWASHERS ON SIGN FACE.5.WITH THE EXCEPTION OF WASHERS ON SIGN FACE, ALL MOUNTING HARDWARE SHALL BE DIE CAST OF NO.380 ALLOY WITH TENSILE STRENGTH OF 49 KSI WITH EXCELLENT RESISTANCE TO CORROSION.6.BRACKETS (IF USED) SHALL HAVE TWO ANGLED GUSSETS OR RIBS ON EACH SIDE FOR EXTRA STRENGTH.ALL SETS OF BRACKETS SHALL BE TAPPED AND DRILLED FOR TEN EACH FIVE-SIXTEENTH INCH (5/16") ZINCDICHROMATE PLACED ALLEN-TYPE SET SCREWS HAVING SELF-LOCKING SAW TOOTH ENDS.7.ALL NINE INCH (9") WIDE STREET NAME SIGN BLANKS SHALL BE 0.08 INCH FLAT ALUMINUM WITH SHORTRADIUS ROUNDED CORNERS OR OF 0.08 TO 0.10 INCH EXTRUDED ALUMINUM WITH HEAVY BORDERS.8.STREET NAME SIGN LEGEND AND BORDER SHALL BE A MINIMUM OF 3M SCOTCHLITE TYPE III PRISMATICSHEETING OR EQUIVALENT REFLECTIVE SURFACE AND BACKGROUND SHALL BE GREEN OR BLUE (ASINDICATED ON PLAN) 3M SCOTCHLITE ENGINEER GRADE TYPE I REFLECTIVE SHEETING.9.STREET NAME SIGN LEGEND SHALL BE THE FEDERAL HIGHWAY ADMINISTRATION'S (FHWA) SERIES B 2000.REFER TO FHWA'S "STANDARD HIGHWAY SIGNS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES" (MUTCD) FOR D3-1 STREET NAME SIGN TYPICAL LAYOUT.GENERAL NOTES:SITE SIGNAGE &PAVEMENTMARKINGSCCFWEHC12-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSTSCHACHE LANE60' ROWTURBULENCE LANE60' ROWTRADE WIND LANE60' ROWN 25TH AVE.60' ROWN 27TH AVE.90' ROWBAXTER LANE50' ROWFLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)RH-1RH-2RH-7RH-9SU-1EXIST ING "BAXTERAPARTMENTS"DEVELOPMENTWETLAND BOUNDARYPER POWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021WETLAND BOUNDARY PERPOWER ENGINEERSWETLAND DELINEATIONREPORT. OCTOBER 2021RH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3TRIBUTARY - SWWW_00014PER BOZEMAN GIS5010025500SCALE IN FEETKEY NOTES:4" x 18' PARKING STALL LINES. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 309 THIS SHEET.4" X 7' PARALLEL PARKING STALL LINES. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 116 THIS SHEET.2' X FULL LANE WIDTH STOP BAR. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 16 THIS SHEET.ADA ACCESSIBLE PARKING PAINT HATCH. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 12 THIS SHEET.ADA ACCESSIBLE PARKING PAINT SYMBOL. WHITE AND BLUE EXTERIOR PAVEMENT MARKING MATERIAL. 21 THIS SHEET.NO PARKING PAINT HATCH. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 3 THIS SHEET.4" X FULL ROAD WIDTH CROSS WALK LINES. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 8 THIS SHEET.RED FIRE LANE CURB PAINT. RED EXTERIOR PAVEMENT MARKING MATERIAL. 700 LF THIS SHEET.STOP SIGN. R1-1 30" X 30", RED RETROREFLECTIVE. 16 THIS SHEET.NO PARKING, FIRE LANE SIGN. 18" X 24" RED/WHITE RETROREFLECTIVE. 12 THIS SHEET.RESERVED, ADA ACCESSIBLE SIGN. R7-8, 12" X 18", BLUE/WHITE RETROREFLECTIVE. 14 THIS SHEET.RESERVED, VAN ADA ACCESSIBLE SIGN. R7-8P, 12" X 24", BLUE/WHITE RETROREFLECTIVE. 7 THIS SHEET.2134567891011111111111111111111111111111111111122222222222222233333333333333344445544444455544555555666171617171771777771717188812999999999999999931010101010101010881012111112111211121211111211111313131313777RH-10RECORD DRAWINGS 06/2025 13KEY NOTES:STREET SIGNAGE PER CITY OF BOZEMAN STANDARDS. SEE DETAIL 3, SHEET C1-8, 6 THIS SHEET.MONUMENT SIGNAGE. SEE ARCHITECTURAL FOR DETAILS. 6 THIS SHEET.TRAIL SIGNAGE. SEE LANDSCAPE FOR DETAILS. 4 THIS SHEET.PEDESTRIAN CROSSWALK BLOCKS 2' X 6' X FULL CROSSWALK LENGTH. WHITE EXTERIOR PAVEMENT MARKING MATERIAL. 9 THIS SHEET.CONCRETE CROSSWALK DRIVEWAY APPROACH. 5.5" THICK CONCRETE WITH 6" THICK 1-1/2" MINUS AGGREGATE BASE.NO PARKING ANY TIME SIGN. R7-1, 12" X 18", WHITE RETROREFLECTIVE. 4 THIS SHEET.NO PARKING CURB PAINT. YELLOW EPOXY PAVEMENT MARKING MATERIAL. 185 LF THIS SHEET.131414141414141415151515PROPOSEDSTORMWATERDETENTION POND15161716161616161716161819181918181819191603/2026 GENERAL NOTES:1.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS ORAS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.2.PRIOR TO BID, CONTRACTOR SHALL VISIT THE SITE. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ONTHE DRAWINGS. THE CONTRACTOR SHALL BE COME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETETHE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID.3.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARDPRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BYTELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG.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 BEFORE DIGGING.5.CONTRACTOR SHALL HAVE APPROVAL FROM ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEMPRIOR TO INSTALLATION.CONSTRUCTION NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTORSHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUETO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANYPROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL ELECTRICAL SERVICE WORK WITHNORTHWESTERN ENERGY. OWNER PAYS ALL FEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OFNORTHWESTERN ENERGY WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES AREMET.4.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, SEVENTH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND THE PROJECT SPECIFICATIONS.5.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IFREQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.6.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BESTORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITYFOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OFTHE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE ORTRESPASSER.7.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BEBROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.8.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEINGDISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACEDBY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.9.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITESUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION.10.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TOCOMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THEWORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES ASPROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BEAFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTSSHALL BE BORNE SOLELY BY THE CONTRACTOR.12.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ONEXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARECLEANED AT THE END OF EACH WORKING DAY.13.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITHAPPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPAREDBY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANYCONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS ANDANY OR ALL LOCAL REGULATIONS.14.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TOEXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.15.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALSENCOUNTERED ON THE PROJECT.16.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.Know what'sbelow.before you dig.CallRINCOMING ELECTRICAL SERVICEDIVISION OF RESPONSIBILITYELEC.CONTR.UTILITYCO.PRIMARY CONDUITXPRIMARY CONDUCTORSXPOLE MOUNTTRANSFORMERXPOLE RISERXTRANSFORMERCONNECTIONSXSECONDARY CONDUITXSECONDARYCONDUCTORSXDISCONNECTXMETER BASEXMETERXNOTES:1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES.MORRISON MAIERLE, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED INWRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY.THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS. PRIOR TOBID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS.ELECTRICAL SYMBOL LEGENDSYMBOLDESCRIPTIONSMOUNTINGHEIGHT, UNOBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRESIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONGTICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOREACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDEDWITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METER SEE DETAIL 2/E0.3.METERLINE BREAKHANDHOLE SEE DETAIL 6/E0.2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET.POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURETYPE.PHOTOCELLDUPLEX RECEPTACLE.18"SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18"JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARD BREAKERCONTACTOR1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT.2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTSINDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGSOR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED.P-1,3,5MMHH1PAJCABBREVIATIONSA or AMPAMPERESACALTERNATING CURRENTA/CAIR CONDITIONINGAFAMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCHBASBUILDING AUTOMATION SYSTEMBKRBREAKERCRACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRLCONTROLCUCOPPERDISCDISCONNECTDISTDISTRIBUTIONDPDTDOUBLE POLE DOUBLE THROWDWGDRAWINGEAEACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLRFLOORFOFIBER OPTICFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSINGGECGROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUNDGRCGALVANIZED RIGID CONDUITHIDHIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATERHZHERTZJ-BOXJUNCTION BOXKVAKILOVOLT AMPERESKWKILOWATTSLTGLIGHTINGMAXMAXIMUMMHMETAL HALIDEMINMINIMUMNNEUTRALNCNORMALLY CLOSEDNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFDNON-FUSED DISCONNECTNICNOT IN CONTRACTNONORMALLY OPEN#NUMBEROCON CENTEROHOVERHEADPPOLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUITPWRPOWERRECEPTRECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCHTCTIME CLOCKTDTIME DELAYTSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICALUGUNDERGROUNDUHUNIT HEATERUNOUNLESS NOTED OTHERWISEUONUNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWPWEATHERPROOFW/OWITHOUTXFMRTRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT.ELECTRICAL NOTES& ABBREVIATIONSCCFWEHC13-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane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heetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSRECORD DRAWINGS FLAT 1 (FL-1)FLAT 2 (FL-2)FLAT 3 (FL-3)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)RH-1RH-2RH-7RH-9SU-1RH-3RH-4RH-5RH-6RH-8RH-11RH-12SU-2SU-3RH-10PULL BOX (TYP.)SEE DETAIL 1, SHEET D-103/2026 1"C.O. HHHHHHBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPHHBPHHBP BP BP BPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPWWWWWWWWWBPBPBPBPBPSSSSSSS30 31S SSBPBPBPBPBPBPBPBPBPBPBPNG NG NGBFBFBFBF BTVBTVBFBFBFBFBFBFBFBFBFBFBFWWWWS89°39'17"W 661.13'FDCWP 3WP 4WP 2WP 1WP 2EFGHIJLKM141211109786J'WP 1WP 2WP 1WP 1WP 2WP 3WP 3WP 3WP 3WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 1WP 2 0.00.00.00.00.10.20.40.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.30.30.30.30.20.20.20.20.20.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.30.40.40.50.60.70.70.70.70.60.50.40.30.30.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.20.30.40.40.40.50.50.50.40.40.30.30.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0HHHHHHBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSSSSNG NG NG OHPOHPOHPOHPOHPOHPOHPBP BP BP BP BP BP BP BP BP BP BT BT BT BT BT BT BT BT BT BTSD ESPFDCWP 1WP 2FGHIJLKM14121110978123456I'J'FGHKJMLWP 1J'WP 10.10.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.30.20.20.20.20.20.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.30.40.40.50.60.60.70.70.70.60.50.40.30.30.20.20.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.30.30.40.40.40.50.50.40.40.30.30.20.20.20.00.00.00.00.00.00.00.00.00.0306015300SCALE IN FEETNORTH 25TH AVENUEBAXTER LANE TRADE WIND LANE TSCHACHE LANE TURBULENCE LANE TRADE WIND LANE LIGHTING GENERAL NOTESA.DATA POINTS ON N. 25th INDICATE LUMINANCE VALUES IN CD/M2. N25thSTREET IS CONSIDERED A COLLECTOR ROADWAY WITH RESIDENTIALADJACENT LAND USE.B.PLEASE NOTE THE TYPE E1 LUMINAIRES ARE SPECIFIED WITH A HOUSESIDE SHIELD. ISOLINES DO NOT REFLECT THE HOUSE SIDE SHIELD.PHOTOMETRIC CALCUATION NUMERIC SUMMARYLABELCALC TYPEUNITSAVGMAXMINAVG/MINMAX/MINN 25TH NORTH BOUNDLUMINANCECD/M20.120.70.0N/AN/AN 25TH SOUTH BOUNDLUMINANCECD/M20.050.30.0N/AN/ATRESPASS LINE**ILLUMINANCEFC0.010.40.0N/AN/AISOLINESFC** PLEASE NOTE TRESPASS LINE MAXIMUM ONLY OCCURSNEAR BAXTER INTERSECTION2.01.00.50.2NORTH 25TH AVENUEPHOTOMETRICS - N25TH AVECCFWEHC13-3SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSFLAT 3 (FL-3)RH-9SU-1RH-8RH-11RH-12SU-2SU-3RH-10FLAT 2 (FL-2)FLAT 1 (FL-1)AM-1(CLUBHOUSE)AM-3(GEARGARAGE)FLAT 1 (FL-1)AM-3(GEARGARAGE)EXIST ING"BAXTER APARTMENTS"DEVELOPMENTEXISTING STORMWATERDETENTION PONDRECORD DRAWINGS 06/202503/2026 HHBPBPBPBPHHBPBPBPBPBPBPWP 30.30.30.40.50.10.30.50.60.60.30.10.30.50.80.90.50.30.60.90.60.9HHHHBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPSSSS30 31 NG NG BF BF BF BTVBTVBTVBTV11109780.90.70.50.30.20.80.60.50.30.20.50.50.40.30.20.30.30.20.20.2PHOTOMETRIC CALCUATION NUMERIC SUMMARYLABELCALC TYPEUNITSAVGMAXMINAVG/MINMAX/MINTURBULENCE LANEILLUMINANCEFC0.490.90.14.909.00TRADE WIND LANEILLUMINANCEFC0.410.90.22.054.50ISOLINESFC** PLEASE NOTE TRESPASS LINE MAXIMUM ONLY OCCURSNEAR BAXTER INTERSECTION2.01.00.50.21D-4TURBULENCE LANE INTERSECTION1" = 10'2D-4TRADE WIND INTERSECTION1" = 10'10205100SCALE IN FEETNORTH 25TH AVENUETURBULENCE LANE TRADE WIND LANENORTH 25TH AVENUEE1E1PHOTOMETRICS -INTERSECTIONSCCFWEHC13-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGSRECORD DRAWINGS 06/202503/2026 WP 2WP 3>>>>>>>>>>>>>>> > > > > > > > > > > > > > > >>FF: 33.45F G : 3 3 . 1 5 FG: 33.15F G : 3 3 . 1 5FG: 33.15FG: 33.00FG: 33.42 -25.79%F L : 2 7 . 1 5FG: 33.13FG: 33.13FG: 33.15FG: 33.15FG: 33.19FG : 3 3 . 1 9 F G : 3 3 . 3 2FG: 33.35FG: 33.13FG: 33.33 FG: 33.35FG: 33.32FG: 33.35FG: 33.37FG: 33.37FG: 33.37FG: 33.37FG: 33.13FG: 33.15FG: 33.31FG: 33.28FG: 33.31 FG: 33.29FG: 33.31FG: 33.24FG: 33.18F G : 3 3 . 1 8 FG : 3 3 . 2 4 FG: 33.16F G : 3 3 . 1 5FG: 33.33FG: 33.33FG: 33.33FG : 3 3 . 3 3 FG: 33.10F G : 3 3 . 1 0FG: 33.10FG: 33.10FG: 33.31 FG: 33.31FG : 3 3 . 3 5FG: 33.35FG: 33.36FG: 32.00F G : 3 1 . 0 0 FG: 30.00F G : 3 3 . 0 0 FG: 32.79FG: 32.83FG: 32.83FG: 32.83F G : 3 2 . 8 7 F G : 3 3 . 3 5 FG: 33.14 FG: 33.13FG: 33.30FG: 33.46FG: 33.30FG: 33.46FG: 33.38FG: 33.35FG: 33.18FG: 33.17F G : 3 3 . 0 0FG: 33.36FG: 33.46FG: 33.46FG: 33.45FG: 33.44FG: 33.46FG: 33.46FG: 33.45FG: 33.44FG: 33.50FG: 33.19FG: 33.13FG: 33.35FG: 33.31POOL DECKGRADING PLANCCFWEHC12-1SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONRECORD DRAWINGS5102.550SCALE IN FEETGRADING AND DRAINAGE NOTES:1.MAINTAIN SLOPE ON ALL SURFACES AT 2% OR LESS.2.OVERSTEEPENED AREAS SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC. PAINTAREA AND PROVIDE ADDITIONAL MEASURES TO INCREASE FRICTION. PERMANENTPHYSICAL BARRIERS SHOULD BE UTILIZED TO ENSURE PEDESTRIAN TRAFFIC DOES NOTUTILIZE THESE AREAS.GENERAL NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVEBEEN INSTALLED.2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SEVENTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.3.LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.4.ALL TIE-INS TO EXISTING ASPHALT, CONCRETE CURBS, AND SIDEWALKS SHALL BESAW CUT OR NEAT CUT BY METHOD APPROVED BY THE ENGINEER. PROVIDESMOOTH TRANSITIONS TO EXISTING SURFACES.5.ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:2' DIA. DROP INLET - COB STD 02720-2STORM MANHOLES - COB STD 02720-3 & 46.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS.7.CITY OF BOZEMAN CATCH AND SPILL CURB SHALL BE INSTALLED PER COB DETAIL02528-1, SHEET C1-7.8.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.9.FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4700.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.10.GRADE BREAKS MUST BE INSTALLED TO PROVIDE CORRECT FINISHED GRADES.11.CURB LAYDOWN PER CITY OF BOZEMAN STANDARDS AND AMERICANS WITHDISABILITIES ACT REQUIREMENTS.12.ALL STORM PIPE 12" DIAMETER AND GREATER LOCATED ON PRIVATE PROPERTYSHALL BE ADS HP PIPE OR ENGINEER APPROVED EQUAL. ALL STORM PIPE SHALL BEWATER TIGHT.13.ALL STORM PIPE 8" DIAMETER AND SMALLER LOCATED ON PRIVATE PROPERTYSHALL BE SDR 35 PVC PIPE. ALL STORM PIPE SHALL BE WATER TIGHT.14.SEE UTILITY NOTES SHEET C0-1 FOR ADDITIONAL INFORMATION.15.LANDSCAPE AREAS SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS.16.LANDSCAPE PLAN PROVIDED BY OTHERS, SEE LANDSCAPE PLAN FOR LANDSCAPEINFORMATION.41.97'20.00'40.00'21.97'35.97'35.97'24.00' 6.00' 6.00'6.00'3.00' 6.00'3.00'13.00'13.00'2.00'2.01'2.00'2.50'2.00'16.00'13.00'13.00'2.00'2.00'2.00'2.00'GRADE BREAK (TYP.)GRADE BREAK (TYP.)GRADE BREAK (TYP.)GRADE BREAK (TYP.)GRADE BREAK (TYP.)GRADE BREAK (TYP.)OVERLY STEEPAREAOVERLY STEEPAREAPROVIDE SLEEVING FOR IRRIGATIONAND LIGHTING AS NECESSARY.PROVIDE SLEEVING FOR IRRIGATIONAND LIGHTING AS NECESSARY.SLOT DRAINSLOT DRAINFLAT TRENCH DRAIN GRATEWITH SUBSURFACE FLOW SPLITHALF TO THE NORTH AND HALFTO THE SOUTH TO DRAINSLOT DRAINSLOT DRAINSLOT DRAINSLOT DRAINSLOT DRAINRECORD DRAWINGS 06/202503/2026 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWNGSSSSSSSSSSSSOOOOOOOOOOOOOOOO21 2627 28 29 30 31 32 33 204 1604230 SSSSSS22201 WWWWWWWWWWWWWW BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBFNGNGBTVBFBFBPBPBPBPBPB P BTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBP BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBTBTBT BT SD SD BTV BTV BTV BTV BTV BTV BTV BTV S S S S S S S S S S S SSD SD BTVW W BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPEFDETESTPTDESTDBTVSWWWWWWFDC WP 1WP 3WP 4WP 2WP 1WP 3WP 4WP 212345678A91010'11'1213ABCDCBEFGHIJLKM14121110978123456I'J'FGHKJMLWP 1WP 3WP 4WP 211J'WP 1WP 2WP 1WP 2WP 1WP 3WP 2WP 2WP 3WP 1WP 2WP 3WP 1WP 1 WP 3WP 2 WP 2WP 3WP 1WP 3WP 1WP 2 WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2WP 3WP 1WP 2 WP 3WP 1WP 28W8W8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8S8S8S8S8S8S8S8S8S8S8W8W8W8W8W8W8W8W8W8W8W8WNGNGNGNGBPSSSSSS24SD12SD>>>18SD18SD18SD18SD12SD12SD12SD15SD15SD15SD15SDSSSSWSWS WS FS FSS12SD12SD>>>>6SD6SDSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>24SD24SD24SD24SD24SD15SD15SD15SD15SD15SD15SD18SD18SD18SD18SD18SD18SD24SD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWSWSWSWSWSWSWSWSWS FSSSSS12SD12SD12SD12SDNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPNGBFBFBFBFBFBPBPBPBPBPBFBFBFBFNGNGNGBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGBPNGNGBPNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG6SD6SDBFBFNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP8S8S8SBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGBPBPWSWSWSWSWSWSWSWS WS8SDWS FSSSWS FSSS8SD8SD8SD8SD8SD8SD>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6SD6SDBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPBPBPBPBPBPSSSSSSSBPBPBPBPBPBPBPBFBFBFBFBFNGNGNGNGNGBFNGBP BP>>W FSWSWSWS>>>>>>>>>>>>>>>>>>>>>>>>>>12SD8SD8SD BPNG6SD>>>>6SD>>>>FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)FS(A)BFFH BURY BOLTBM EL: 4735.49EXISTING BUILDINGEXISTING PARCEL BOUNDARYEXISTING CURBOOEXISTING CHAIN LINK FENCEEXISTING ROAD CENTERLINESEXISTING SANITARY SEWERBFNGBPEXISTING BURIED FIBEREXISTING BURIED GASEXISTING BURIED POWERBTVEXISTING BURIED TELEVISIONWEXISTING WATER MAINOHPEXISTING OVERHEAD POWEREXISTING PUBLIC STREET AND UTILITY EASEMENTEXISTING SEWER AND WATER UTILITY EASEMENTCODYHWVS 8S8W6SDSSWS FS>>>BPNGBF12SD15SD18SD24SDFS(A)NO.DATEDESCRIPTIONRECORD DRAWINGSXref H:\ACAD\pe-seals\WEH MONTANA STAMP.dwgXref H:\ACAD\pe-seals\WEH-Sign.dwgBENCHMARK LOCATIONSNAVD 88 DATUMFH ARROW BOLTBM EL: 4743.17FH BURY BOLTBM EL: 4742.78FH ARROW BOLTBM EL: 4740.07FH ARROW BOLTBM EL: 4737.25FH BURY BOLTBM EL: 4738.09FH BURY BOLTBM EL: 4738.73FH ARROW BOLTBM EL: 4733.09FH ARROW BOLTBM EL: 4728.35FH ARROW BOLTBM EL: 4733.06BENCHMARK ELEVATIONS WERE COLLECTED 06/26/2025 ANDUPDATED 12/30/2025.HYDRANT NOT PARTOF THIS PROJECTFH BURY BOLTBM EL: 4743.77FH ARROW BOLTBM EL: 4728.30FH ARROW BOLTBM EL: 4743.1803/2026