Loading...
HomeMy WebLinkAboutNorthwest Crossing Subdivision Phase 2.1N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-COVER SHEET.DWG PLOTTED BY:COOPER KRAUSE ON Oct/06/2023VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleMATT EKSTROMengineers surveyors planners scientistsMorrisonMaierle2880 Technology Boulevard West, Bozeman, MT 59718406.587.0721www.m-m.netPREPARED BY:APPROVED BY:MATT E. EKSTROMProject ManagerBOZEMAN, MONTANAVICINITY MAPNOT TO SCALEREGIONAL MAP - (Not to Scale)PROJECT SITENORTHWEST CROSSING SUBDIVISION PHASE 2.1SURVEY CONTROL POINT TABLECOORDINATES ARE ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT, INTERNATIONAL FEET.VERTICAL DATUM IS NAVD 88.COTTONWOOD ROAD BAXTER LANELAUREL PARKWAY OAK STLIBBYKALISPELLBROWNINGPOLSONCUTBANKSHELBYCONRADHAVREMALTAGREATFALLSGLASGOWWOLFPOINTPLENTYWOODSIDNEYGLENDIVEMILESCITYFORSYTHHARDINBILLINGSROUNDUPLEWISTOWNHARLOWTONLIVINGSTONWHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENALINCOLNDEERLODGEMISSOULAHAMILTONSET NO.MORRISON-MAIERLE PROJECT NO. 6787.003PROJECT LOCATIONPHASE 2.1POINT #GRIDNORTHINGGRIDEASTINGELEVATION(FT)DESCRIPTION203365536.35127578.744716.36SECTION CORNER T2S R5E SECTION 33-34-4-5 DAMAGED AC300362861.06127583.684709.31RM YPC M&M 14732LS301362834.51127582.544709.70RM YPC M&M 14732LS302362828.21127523.694710.16RM YPC M&M 14732LS400362840.97124928.524738.09AC-CNTR1\4PNT # 400PNT # 302PNT # 301PNT # 300PNT # 203JAMES A. ULLMAN6787.003JAMES R. NICKELSONSHEET INDEXDRAWING NUMBERSHEET TITLECOVERCOVERG-1VISUAL SHEET INDEXG-2GENERAL NOTESR-1DAYSPRING AVENUE ROADWAY IMPROVEMENTS STATION 0+50 TO 8+00R-2TOUCHSTONE DRIVE ROADWAY IMPROVEMENTS STATION 13+00 TO 18+85R-3BRIARWOOD LANE AND WILDWOOD LANE ROADWAY IMPROVEMENTSR-4ALLEY 1A ROADWAY IMPROVEMENTS STA 2+50 TO 8+50R-5ALLEY 1B ROADWAY IMPROVEMENTS STA 0+00 TO 5+79SD-1STORM POND DETAILSS-1TOUCHSTONE DRIVE SEWER IMPROVEMENTSS-2ALLEY 1B SEWER IMPROVEMENTSS-3BRIARWOOD LANE SEWER IMPROVEMENTSS-4ALLEY 1A SEWER IMPROVEMENTSW-1TOUCHSTONE DRIVE WATER IMPROVEMENTSW-2ALLEY 1B WATER IMPROVEMENTSW-3BRIARWOOD LANE AND WILDWOOD LANE WATER IMPROVEMENTSW-4ALLEY 1A WATER IMPROVEMENTSD-1DETAILS- ROAD SECTIONSD-2DETAILS-UTILITIESD-3INTERSECTION DETAIL- TOUCHSTONE AND DAYSPRINGD-4INTERSECTION DETAIL- WILDWOOD AND DAYSPRINGD-5INTERSECTION DETAIL-BRIARWOOD AND DAYSPRINGD-6INTERSECTION DETAIL-HARVEST PARKWAY AND DAYSPRINGD-7ALLEY WAY 1A- DAYSPRING AND ALLEY 1B INTERSECTIOND-8TEMPORARY ACCESS TURN-AROUNDST-1SIGNING AND STRIPINGE-1ELECTRICAL NOTESE-2ELECTRICAL DETAILSE-3ELECTRICAL PLAN- SOUTHE-4ELECTRICAL PLAN- NORTHRECORD DRAWING DESD ESDESDD ESD ESD ESD D ESDESDD D D DESD D ESDESDESD 8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8S8S8S8S12S 12S 12S 12S 12S 12S 12S 12S 12S12S12S12S 12S 12S 12S 12S 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S8S ESDESDESDESDD DYH WV ESESESESESESESESESESESESESESESESD D E27S E27S E27S E27S TVWV ESD EW EW EW T 15SD8S 8S 8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S S SS SS S 8SS SS 8W8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W 8W8W8W8W8W8W DYHDY HDYHVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-VISUAL SHEET INDEX.DWG PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net NORTHWEST CROSSING SUBDIVISION PHASE 2.1 BOZEMAN MONTANA VISUAL SHEET INDEX 6787.003 1 G-1 MEE 11/30/2022 TOUCHSTONE DRIVE DAYSPRING AVEHARVEST P A R K W A Y R-2 W-1 S-1 R-1 S-4 W-4 100 200501000 SCALE IN FEET MATT EKSTROM 10853 8/15/2023BAXTER D ITCH COTTONWOOD ROADBAXTER LANE BRIARWOOD LANE ALLEY 1BR-4 S-4 W-4 ALLEY 1A R-5 S-2 W-2 SHEETSWILDWOOD LANE R-3 S-3 W-3 SHEETSSHEETSSHEETSSHEETSR-3 W-3 SHEETSPHASE 2.1 BOUNDARYTWIN LAKES AVEROSA WAYRECORD DRAWING FH BENCHMARK ELEV=4728.62 (A.B.) FH BENCHMARK ELEV=4725.18 (A.B.) FH BENCHMARK ELEV=4724.27 (A.B.) HYD LEGENDEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SANITARY SEWER MANHOLEEXISTING STORM DRAIN FACILITIESEXISTING FIBER/TELEPHONE FACILITIESEXISTING ELECTRICAL FACILITIESEXISTING GAS FACILITIESEXISTING TRAFFIC SIGNEXISTING WELLEXISTING CMP CULVERTEXISTING RCP CULVERTESDEXISTING STORM SEWER MAINESEXISTING SAN SEWER MAINESSEXISTING SAN SEWER SERVICEFEXISTING FIBER OPTICEXISTING UNDERGROUND POWERBPBPEXISTING UNDERGROUND TELEPHONECCEXISTING UNDERGROUND CABLEGGEXISTING GAS LINEEXISTING OVERHEAD POWEROHTOHTEXISTING OVERHEAD TELEPHONEPPEXISTING PETROLEUM LINEEWEXISTING WATER MAINEWSEXISTING WATER SERVICESDSDRDRDPROPOSED STORM DRAIN INLETPROPOSED STORM DRAIN MANHOLEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED SAN SEWER CLEANOUTSWSWSUTILUTILPROPOSED GRAVITY SAN SEWER SERVICEPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITSSSSEXISTING BUILDINGEXISTING BUILDING ROOFEXISTING CONCRETEEXISTING CURB FACEEXISTING CURB FLOWLINEEXISTING TOP BACK OF CURBEXISTING PARKING STRIPEEXISTING ASPHALTEXISTING GRAVEL EDGEEXISTING SIDEWALKPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURB FLOWLINEPROPOSED TOP BACK OF CURBPROPOSED PARKING STRIPEPROPOSED ASPHALTPROPOSED GRAVEL EDGEPROPOSED SIDEWALKGRAPHICAL SIDEWALK JOINTPROPOSED ASPHALT GRADE BREAKEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR46544653.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR46564655.50PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICEBTBTPROPOSED UTILITY CONDUITVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-GENERAL NOTES.DWG PLOTTED BY:COOPER KRAUSE ON Oct/06/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net NORTHWEST CROSSING SUBDIVISION PHASE 2.1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANAGENERAL NOTES6787.0032G-2 MEE11/30/2022 1ADDRESS CITY COMMENTS02/07/2023CPK CPK ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPECSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINEFLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSNNORTHNENORTHEASTNICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROHPOVERHEAD POWERPCPOINT OF CURVEPIPOINT OF INTERSECTIONPLPROPERTY LINEPRELIMPRELIMINARYPROPPROPERTYPTPOINT, POINT OF TANGENCYPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRACETROAD APPROACH CULVERT ENDTERMINALR, RADRADIUSRCREINFORCED CONCRETERCPREINFORCED CONCRETE PIPERDROAD, ROOF DRAINREFREFERENCEREQDREQUIREDRTRIGHTR/WRIGHT-OF-WAYSSOUTHSANSANITARYSCHSCHEDULESDSTORM DRAINSESOUTHEASTSECSECTIONSPECSPECIFICATIONSQSQUARESQ FT, SFSQUARE FOOTSQ INSQUARE INCHSTASTATIONSSSANITARY SEWERSTDSTANDARDSVCSERVICESWSIDEWALK, SOUTHWESTTBTHRUST BLOCKTBCTOP BACK OF CURBTEMPTEMPORARY, TEMPERATURETOCTOP OF CONCRETETRANSTRANSITIONTWTOP OF WALLTYPTYPICALUGUNDERGROUNDUTILUTILITYVERTVERTICALVOLVOLUMEVPDVEHICLES PER DAYWWESTW/WITHW/OWITHOUTWLWATERLINETRWATERWSELWATER SURFACE ELEVATIONWVWATER VALVEXFMRTRANSFORMERYDYARDNOTE:FOR ABBREVIATIONS NOT LISTED, CONTACT THEENGINEER.GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, INCLUDING ADDENDA; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALLPROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THEOWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THECONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTIONPRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIORTO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OFSPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING,REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY ANDMAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. CONTRACTOR SHALL REMOVE ALL CONCRETE WASTE FROM PROJECT SITE RESULTING FROMCURBS, SIDEWALKS AND OTHER INSTALLATIONS.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER ORENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OROWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FORCOMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING.21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' TO PROJECT DATUM. THE HORIZONTAL DATUM = ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT INTERNATIONAL FEET,VERTICAL DATUM = NAVD 8824.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGTHE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.28.CONTRACTOR SHALL TACK ALL JOINTS AND AND BETWEEN ASPHALT LIFTS PRIOR TO PAVING.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE,AND GRADE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATIONSHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE ORSTRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE.4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFOREDIGGING.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OFMINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING SHALL BE REQUIRED.6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.11.ALL GRAVITY SANITARY SEWER MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. ALL SANITARY SEWER SERVICES SHALL BE SDR 26 PVC.12.ALL SANITARY SEWER MANHOLES WITH TOTAL HEIGHT LESS THAN SIX FEET SHALL HAVE FLAT TOPS. ALL OTHERS SHALL HAVE ECCENTRIC CONE TOP SECTIONS.13.ALL STORM DRAIN PIPING SHALL BE HP STORM POLYPROPYLENE, OR ENGINEER APPROVED EQUAL , UNLESS OTHERWISE NOTED ON PLANS.14.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" COPPER FOR SERVICES LESS THAN 4" AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES GREATER THAN 4" ,UNLESS OTHERWISE NOTED.15.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.16.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THEDISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.17.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.18.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THESAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.19.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, ANDPLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHEREINDICATED ON THE PLANS.20.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.21.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES ORMANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BEINCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT 24 HOURS PRIOR TO BEGINNING ANY WORK.24.ALL STORM DRAIN PIPE AND STRUCTURES SHALL BE WATER TIGHT.25.ALL NEW DUCTILE IRON WATER MAINS AND VALVES MUST BE WRAPPED IN V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURER'S STABDARDS.DETAIL AND SECTION DESIGNATIONA-X-XSECTION (LETTER) ORDETAIL (NUMERAL)DESIGNATIONDRAWING NUMBER(OR SAME DRAWING)ON DRAWING WHERE SECTIONOR DETAIL IS TAKEN:DRAWING NUMBERWHERE SHOWNON DRAWING WHERE SECTIONOR DETAIL IS SHOWN:DRAWING NUMBER(S)WHERE TAKENKnow what'sbelow.before you dig.CallRENTITYPROJECT CONTACT LISTFIRM OR AGENCYADDRESSCONTACTPHONE & EMAILMATT EKSTROM108538/15/2023CITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTDANIELLE GARBER(406) 582-2272DGarber@BOZEMAN.NETWATER &SANITARY SEWERCITY OF BOZEMANWATER & SEWER DIVISION121 NORTH ROUSE AVENUEBOZEMAN, MT 59715NICK PERICICH(406) 582-3200npericich@bozeman.netENGINEER OFCONTENTMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113MATT EKSTROM(406) 587-0721mekstrom@m-m.netENVIRONMENTALMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113CHRISTINE PEARCY(406) 587-0721cpearcy@m-m.net20 EAST OLIVE STREETBOZEMAN, MT 59715PROJECTOWNERPROJECTARCHITECTLANDSCAPEARCHITECTWILLIAMS HOMES387 GALLATIN PARK DRIVESUITE 101BOZEMAN, MT 59715MIKE BADNER(805) 914-9350mbadner@williamshomes.comWHA, INC.680 NEWPORT CENTER DRIVESUITE 300NEWPORT BEACH, CA 92660SCOTT NAPLES(949) 250-0607scottn@whainc.comNORRIS DESIGN244 NORTH COLLEGE AVENUE#150FORT COLLINS, CO 80524KELLEY SAVAGE(970) 409-3414ksavage@norris-design.comRECORD DRAWING DESD ESDESDESDESD8W 8W 8W 8W8W8W8W8W8W 8W8W8W8W8WWS WS FIRE 8S 12S12S12S12S12S12S12S12S12S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSSSSSS 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWS WS WS DYH DYH DYH 15SD12SD12SD15SD 15SD 15SD 15SD15SD1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00BLOCK 8BLOCK 8LOT 28BLOCK 8LOT 27BLOCK 8LOT 10BLOCK 6LOT 4ABLOCK 5LOT 26BLOCK 5LOT 25BLOCK 6LOT 4BSSSSPC: 2+10.66 N=126332.52 E=365186.06 PT: 3+34.09 N=126455.64 E=365193.67 PRC: 2+71.29 N=126393.00 E=365189.74 R500.00'R500.00'47252+50 2+92-3.0%-1.5%HHHHHHHHHHHHHHHHHHSDI 1-5 STA 4+73.79, -16.50 L INSTALL NEW 2' x 3' STORM DRAIN INLET TBC = 4724.00 12" INV OUT (E) = 4720.33 SDI 1-4 STA 4+73.79-16.50' R SDI 1-3 STA 5+80.47-16.50' R SDI 1-1 STA 6+64.31-16.50' R SDI 1-2 STA 6+64.31-16.50' L 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00EG CL-4727.85EG CL-4727.49EG CL-4727.13EG CL-4726.77EG CL-4726.48EG CL-4725.84EG CL-4724.94EG CL-4724.21EG CL-4723.65EG CL-4723.12EG CL-4722.52EG CL-4721.97EG CL-4721.44EG CL-4720.95EG CL-4720.39EG CL-4719.91FG CL-FG CL-4730.90FG CL-4730.09FG CL-4728.95FG CL-4727.95FG CL-4727.00FG CL-4726.09FG CL-4725.19FG CL-4724.28FG CL-4723.42FG CL-4722.67FG CL-4722.13FG CL-4721.88FG CL-4722.04FG CL-4722.03FG CL-4721.370.50% 0.00% -0.50% -1.81% -1.50% -1.46% -1.91% -2.27% -2.01% 1.20%-1.20%STA=0+76.50ELEV=4731.15STA=1+39.50ELEV=4730.32STA=2+00.00ELEV=4728.95STA=2+40.11ELEV=4728.14STA=3+00.00ELEV=4727.00STA=4+85.00ELEV=4723.65STA=5+79.48ELEV=4722.23STA=6+65.17ELEV=4721.80STA=6+91.33ELEV=4721.93STA=7+24.79ELEV=4722.33STA=7+84.25ELEV=4721.620.50% 0.00% -0.50% -1.81% -1.50% -1.46% -1.91% -2.27% -2.01% 1.20%-1.20%STA=0+76.50ELEV=4731.15STA=1+39.50ELEV=4730.32STA=2+00.00ELEV=4728.95STA=2+40.11ELEV=4728.14STA=3+00.00ELEV=4727.00STA=4+85.00ELEV=4723.65STA=5+79.48ELEV=4722.23STA=6+65.17ELEV=4721.80STA=6+91.33ELEV=4721.93STA=7+24.79ELEV=4722.33STA=7+84.25ELEV=4721.62106.68 LF 15" @ 0.50% 68.41 LF 15" RCP @ 0.30% SDI 1-3 STA 5+80.47, 16.50 R 48" Ø COMBINATION MH/INLET TBC = 4722.38 15" INV IN (S) = 4719.35 15" INV OUT (W) = 4719.35 SDI 1-4 STA 4+73.79, 16.50 R 48" Ø COMBINATION MH/INLET TBC = 4724.00 12" INV IN (W) = 4720.11 15" INV OUT (N) = 4719.86 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ROAD-DAYSPRING.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA DAYSPRING AVENUE ROADWAY IMPROVEMENTS STATION 0+50 TO 8+00 6787.003 3 R-1 MEE 11/30/2022 2 REVISDED STORM ELEVATIONS 03/20/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 DAYSPRING AVEALLEY 1ADAYSPRING AVE 35' TBC-TBC EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 1 1 1 2 22 1 D-6 1 D-5 1 D-4 1 D-3 1 D-1 EXTEND EXISTING UTILITY CONDUITS ± 3.5LF 2 3.0% CROSS SLOPE CROSS SLOPE TRANSITION 1.50% CROSS SLOPE THROUGH INTERSECTIONS 3 3 PROPOSED WATER MAIN PROPOSED SEWER MAIN KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC 2 1 3 4 OPEN SPACE TRACT 06 BLOCK 9 LOT 2 BLOCK 9 LOT 3 BLOCK 9 LOT 7 OPEN SPACE TRACT 15 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 9 LOT 5 BLOCK 9 LOT 6 BLOCK 11 LOT 14B BLOCK 9 LOT 10 BLOCK 11 LOT 7B BLOCK 9 LOT 1 BLOCK 9 LOT 4 SEE SHEET R-2 SEE SHEET R-3 SEE SHEET R-3 SEE SHEET R-4 1 2 1 2 UTILITY CONDUITS (TYP.)STA 2+50STA 2+92DETENTION POND AND STORM PIPE DETAILS SEE SHEET SD-1 1 D-7 4 4 4 4 4 4 4 4 PROPOSED WATER MAIN WATER CROSSING MIN 1.5' MIN. STANDARD SQUARE STORM DRAIN INLET COB STD DWG NO. 02720-1A 5 COMBINATION STORM MANHOLE AND INLET COB STD DWG NO. 0270-1B 6 5 6 6 RECORD DRAWING 4720.24 (A.B.) 4720.53 (A.B.) 4719.50 (A.B.)4719.93 (A.B.) RCP (A.B.) CONDUITS ALREADY IN USE; DID NOT EXTEND (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) IRRIGATION CONDUIT (A.B.) IRRIGATION CONDUIT (A.B.) 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 13+00 14+00 15+00 16+00 17+00 18+00 18+85EG CL-4719.47EG CL-4720.63EG CL-4721.36EG CL-4721.06EG CL-4720.45EG CL-4720.79EG CL-4721.12EG CL-4721.53EG CL-4722.32EG CL-4723.10EG CL-4723.60EG CL-4724.32EG CL-4723.76FG CL-4719.47FG CL-4720.63FG CL-4721.36FG CL-4721.06FG CL-4720.45FG CL-4720.79FG CL-4721.12FG CL-4721.53FG CL-4722.32FG CL-4723.10FG CL-4723.60FG CL-4724.32FG CL-4723.760.55% 1.20% 0.50% 0.55% 1.20% 0.50%STA=14+99.93ELEV=4721.96STA=16+12.44ELEV=4723.31STA=17+77.34ELEV=4724.14STA 14+60.19CONSTRUCTION PHASELINEEND ASPHALTCENTERLINEDAYSPRING AVENUECENTERLINECOTTONWOOD ROAD21S21S21S21S21S21S21S21S8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8SS 8W 8W 8W 8W 8W8W8W8W8W8W 8W 8W 8W 8W8WDYH BLOCK 8 LOT 9 BLOCK 8 LOT 8 BLOCK 8 LOT 7 BLOCK 6 LOT 4A BLOCK 5 LOT 27 BLOCK 5 LOT 26 BLOCK 5 LOT 25 BLOCK 6 LOT 4B BLOCK 6 LOT 5A BLOCK 6 LOT 5B BLOCK 6 LOT 6A BLOCK 6 LOT 6B S S STA 14+60.91 END ASPHALT CONSTRUCTION PHASELINE STA 17+77.35 TIE INTO EXISTING ASPHALT R15.00' R35.00'R35.00' R15.00' R35.00' R35.00'R15.00'R15.00' R35.00'R35.00' R35.00' 15SD 12SD 13+00 14+00 15+00 16+00 17+00 18+00 18+85STA 18+45.42 25.00'25.00' 25.00' 25.00' 60.00' ROW 35.00'PC: 15+36.23PT: 15+75.17PC: 16+97.10PT: 17+36.03EP: 18+85.24R35.00' HH HH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ROAD-TOUCHSTONE.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA TOUCHSTONE DRIVE ROADWAY IMPROVEMENTS STATION 13+00 TO 18+85 6787.003 4 R-2 MEE 11/30/2022 1 ADDRESS CITY COMMENTS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 COTTONWOOD ROADTOUCHSTONE DRIVE 35' TBC-TBC PROPOSED GRADE AT CENTERLINE SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC 2 1 3 4 1 D-3 1 D-1DAYSPRING AVEALLEY 1BTOUCHSTONE DRIVE22 FUTURE PROPOSED GRADE SEE SHEET R-1 ALLEY B STORM PRE-TREATMENT DEPRESSION STORM POND #7 SEE DETAIL 1, SHEET SD-1 5' WIDE SIDEWALK (TYP.) 5' WIDE SIDEWALK (TYP.) SEE SHEET R-5 FUTURE SIDEWALK (TYP.) FUTURE SIDEWALK (TYP.) 2 D-3 EXISTING GROUND AT CENTERLINE PROPOSED WATER MAIN PROPOSED SEWER MAIN BLOCK 9 LOT 1 BLOCK 9 LOT 24 BLOCK 9 LOT 2 BLOCK 9 LOT 23 STORMWATER TRACT 09 3 3 UTILITY CONDUIT (TYP.) 4 4 INSTALL INVERTED FLOWLINE THROUGH SIDEWALK TO DRAIN ALLEY PRE-TREATMENT DEPRESSION ACROSS SIDEWALK INTO TOUCHSTONE LANE. 5 1 RECORD DRAWINGNOT INSTALLED (A.B.)NOT INSTALLED (A.B.)IRRIGATION CONDUIT (A.B.) 4715 4720 4725 4730 4735 4740 4715 4720 4725 4730 4735 4740 VPI STA=9+97.14 VPI ELEV=4728.26 K=50.00 LVC=175.88'VPC STA=9+09.20VPC ELEV=4726.94VPT STA=10+85.08VPT ELEV=4726.490.00%0.55% -2.02%1.50%1.50%-1.50%STA=8+06.93ELEV=4725.41STA=11+02.50ELEV=4726.14STA=11+24.00ELEV=4726.37STA=11+39.50ELEV=4726.144710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 STA=11+24.00ELEV=4722.98STA=12+44.00ELEV=4724.63EG CL-4722.80EG CL-4723.16EG CL-4723.76EG CL-4724.43FG CL-4722.78FG CL-4723.29FG CL-4724.01FG CL-4724.7510+50 11+00 12+00 13+00FG CL-4725.10FG CL-4725.37FG CL-4726.06FG CL-4726.81FG CL-4727.39FG CL-4727.48FG CL-4727.07FG CL-4726.19FG CL-7+00 8+00 9+00 10+00 11+00 12+00EG CL-4721.17EG CL-4721.59EG CL-4722.59EG CL-4722.81EG CL-4723.33EG CL-4723.95EG CL-4724.73EG CL-4725.26EG CL-4725.22STA 7+77.04CONSTRUCTION PHASELINEEND ASPHALTSTA 10+77.00CONSTRUCTION PHASELINEEND ASPHALT2.00% 1.39% 2.00%STA 12+60.00EDGE OF ASPHALT8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SS SSSSS SSSSSSSSSSSSSSSSSSSSSS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WWSWSDYHWSWSWS2+003+004+005+006+00R500.00' 47 2 5 7+00 8+00 9+00 10+00 11+00 12+00 PI: 11+24.00PI: 11+30.36STA 7+77.04 END ASPHALT R35.00'R35.00' R35.00'R35.00' R15.00' R15.00' R22.00'R38.00' R22.00' 16.00' 60.00' ROW 35.00' HH HH HH HH HH HH BLOCK 8 LOT 28 8S8S8S8S8S8S8S8S8S8S8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8WDYH12SD 15SD15SD15SD15SD15SD3+00 4+00 11+0012+0013+0047 2 5 STA 10+77.00 END ASPHALT R15.00' R15.00' 35.00'16.00' R23.00' R23.00' HH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ROAD-WILDWOOD AND BRIARWOOD.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA BRIARWOOD LANE AND WILDWOOD LANE ROADWAY IMPROVEMENTS STATION 7+00 TO 12+00 AND STATION 10+50 TO 13+00 6787.003 5 R-3 MEE 11/30/2022 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 BRIARWOOD LANE 35' TBC-TBC EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE 1 D-1 BRIARWOOD LANE DAYSPRING AVEDAYSPRING AVEWILDWOOD LANE WILDWOOD LANE 1 D-1 2 2 1 1 D-5 1 D-4ALLEY 1BBLOCK 8 LOT 29 BLOCK 8 LOT 33 BLOCK 8 LOT 32 BLOCK 8 LOT 31 BLOCK 8 LOT 30 BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 11 LOT 7B OPEN SPACE TRACT 06 BLOCK 9 LOT 2 BLOCK 9 LOT 3 BLOCK 9 LOT 5 BLOCK 9 LOT 6 STORMWATER TRACT 09 BLOCK 9 LOT 4 BLOCK 9 LOT 19 BLOCK 9 LOT 20 BLOCK 9 LOT 21 BLOCK 9 LOT 22 BLOCK 9 LOT 23 BLOCK 9 LOT 18 OPEN SPACE TRACT 06 BLOCK 9 LOT 7 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 9 LOT 6 INSTALL TEMPORARY ALL ACCESS ROAD SEE SHEET D-8 PROPOSED WATER MAIN PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE FUTURE SIDEWALK (TYP.) FUTURE SIDEWALK (TYP.) 1 D-8 OPEN SPACE TRACT 05 OPEN SPACE TRACT 13 3 KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC 2 1 3 4 FUTURE GRADE AT CENTERLINE FUTURE GRADE AT CENTERLINE SEE SHEET R-5 SEE SHEET R-1 SEE SHEET R-1 2 D-1 UTILITY CONDUIT (TYP.) UTILITY CONDUIT (TYP.) 3 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 4 4 42 4 INSTALL LAYDOWN CURB FOR FUTURE DRIVEWAY (4FT WINGS) COB STD DWG NO 02529-11 5 55 5 5 5 DAYSPRING CENTERLINELOCAL ROAD SECTION ALLEY SECTION RECORD DRAWING NOT INSTALLED (A.B.) NOT INSTALLED (A.B.)IRRIGATION CONDUIT (A.B.) 4715 4720 4725 4730 4735 4740 4715 4720 4725 4730 4735 4740 2+50 3+00 4+00 5+00 6+00 7+00 8+00 8+50EG CL-4722.95EG CL-4722.58EG CL-4723.78EG CL-4724.24EG CL-4724.56EG CL-4725.03EG CL-4725.91EG CL-4726.76EG CL-4727.03EG CL-4727.51EG CL-4728.37EG CL-4728.95EG CL-4729.12FG CL-4722.95FG CL-4722.58FG CL-4723.78FG CL-4724.24FG CL-4724.56FG CL-4725.03FG CL-4725.91FG CL-4726.76FG CL-4727.03FG CL-4727.51FG CL-4728.37FG CL-4728.95FG CL-4729.12INV-4722.95INV-4722.58INV-4723.78INV-4724.24INV-4724.56INV-4725.03INV-4725.91INV-4726.76INV-4727.03INV-4727.51INV-4728.37INV-4728.95INV-4729.12-0.75% -2.00%STA=4+12.05ELEV=4729.94STA=5+63.85ELEV=4728.80STA=5+93.85ELEV=4728.66STA=6+09.35ELEV=4728.17STA=8+32.29ELEV=4731.92STA 2+69.46CONSTRUCTION PHASELINEEND ASPHALT2.00% 1.50% -2.95 %21S21S21S21S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSS8S8S8S8S8S SSSSSSSSSSSSSSSSSS 8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W WSWSWSWSWS2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+82 20.00' R5.00'R5.00' R5.00' 28.00' 16.00' R22.00' R22.00' 22.00'22.00' STA 2+69.46 END ASPHALT END PHASE 2.1 24.00' 4730 STA 8+32.29 END ASPHALT 54.00'63.00' R25.00'R15.00' HH HH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ROAD-ALLEY 1A.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1A ROADWAY IMPROVEMENTS STA 2+50 TO 8+50 6787.003 6 R-4 MEE 11/30/2022 1 ADDED UTILITY CONDUITS ACROSS PARKING 02/07/2023 2 03/20/2023CPK CPK ALLEY 1A GRADE RAISED EAST OF DAYSPRING 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023DAYSPRING AVEALLEY 1A ALLEY 1A 16' EA-EA EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 2 D-1 1 1 22 INSTALL TEMPORARY ALL WEATHER ACCESS ROAD SEE SHEET D-8 1 D-7ALLEY 1BKEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC 2 1 3 4 3 OPEN SPACE TRACT 15 BLOCK 9 LOT 9 BLOCK 9 LOT 8 BLOCK 11 LOT 14B BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 9 LOT 12 BLOCK 9 LOT 13 BLOCK 11 LOT 11A BLOCK 11 LOT 12B BLOCK 11 LOT 13B BLOCK 11 LOT 11B BLOCK 11 LOT 12A BLOCK 11 LOT 13A OPEN SPACE TRACT 14 BLOCK 11 LOT 14A BLOCK 9 LOT 16 BLOCK 9 LOT 14 OPEN SPACE TRACT 16 BLOCK 9 LOT 15 BLOCK 11 LOT 7B 3 COTTONWOOD ROADPROPOSED SEWER MAIN PROPOSED WATER MAIN END ASPHALTSEE SHEET R-5 SEE SHEET R-1 UTILITY CONDUIT (TYP.) 1 D-8 4 4 2 2 INSTALL UTILITY CONDUITS ACROSS BOTH PARKING AREAS AND ALLEY 1B 2 RECORD DRAWING NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) IRRIGATION CONDUIT (A.B.) IRRIGATION CONDUIT (A.B.) 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 0+00 1+00 2+00 3+00 4+00 5+00 5+79EG CL-4728.44EG CL-4728.02EG CL-4727.46EG CL-4726.79EG CL-4726.10EG CL-4725.60EG CL-4725.16EG CL-4724.67EG CL-4723.99EG CL-4723.26EG CL-4722.51EG CL-4721.73EG CL-4721.37FG CL-4728.44FG CL-4728.02FG CL-4727.46FG CL-4726.79FG CL-4726.10FG CL-4725.60FG CL-4725.16FG CL-4724.67FG CL-4723.99FG CL-4723.26FG CL-4722.51FG CL-4721.73FG CL-4721.372.00% -2.06% 1.00%-1.50%STA=0+38.00ELEV=4730.74STA=0+62.00ELEV=4730.62STA=3+65.00ELEV=4724.79VPI STA=4+23.48 VPI ELEV=4725.37 K=20.00 LVC=50.00'VPC STA=3+98.48VPC ELEV=4725.12VPT STA=4+48.48VPT ELEV=4725.00CENTERLINEALLEY 1ACENTERLINETOUCHSTONE DRIVESTA 5+04.63END ASPHALT8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8SSSS8S 8S 8S 8S 8S S8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8WWS WS WS WS WS 15SD 15SD 15SD 0+00 1+00 2+00 3+00 4+00 5+00 5+79 16+00 17+00 BLOCK 6LOT 4ABLOCK 6LOT 4BBLOCK 6LOT 5ABLOCK 6LOT 5BBLOCK 6LOT 6ABLOCK 6LOT 6B20.00' STA 5+04.63 END ASPHALT 4 7 3 0 4725 47 2 5 R25.00' R15.00' R25.00' R25.00'30.00'PUBLIC ACCESSAND UTILITY EASEMENT-0.50%-1.92%-0.92%-0.50%23.70 23.63 23.60 23.53 23.65 23.58 23.17 23.22 24.16 24.32 24.32 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ROAD-ALLEY 1B.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1B ROADWAY IMPROVEMENTS STA 0+00 TO 5+79 6787.003 7 R-5 MEE 11/30/2022 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 3 MATT EKSTROM 10853 8/15/2023WILDWOOD LANEALLEY 1AALLEY 1 B 16' EA-EA EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE 2 D-1 ALLEY 1B TOUCHSTONE DRIVEPROPOSED WATER MAIN PROPOSED SEWER MAIN BLOCK 9 LOT 1BLOCK 9 LOT 2 BLOCK 9 LOT 3 BLOCK 9 LOT 4 BLOCK 9 LOT 5 BLOCK 9 LOT 6 BLOCK 9 LOT 7 BLOCK 9 LOT 8 BLOCK 9 LOT 9 BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 9 LOT 12 BLOCK 9 LOT 13 BLOCK 9 LOT 14 BLOCK 9 LOT 15 BLOCK 9 LOT 16 OPEN SPACE TRACT 08 BLOCK 9 LOT 17 OPEN SPACE TRACT 07 BLOCK 9 LOT 18 BLOCK 9 LOT 19 BLOCK 9 LOT 20 BLOCK 9 LOT 21 BLOCK 9 LOT 22 BLOCK 9 LOT 23 BLOCK 9 LOT 24 1 D-7 1 D-4 KEY NOTES BOULEVARD ALLEY APPROACH PER COB STD DWG NO. 02529-7A, INCLUDING INVERTED FLOW LINE THROUGH SIDEWALK UTILITY CONDUITS. SEE DETAIL 4, SHEET D-1 INSTALL NEW DEAD END BARRICADE PER COB STD DWG NO 09810-2 IRRIGATION CONDUIT: INSTALL 6" PVC 2 1 3 4 SEE SHEET R-2 SEE SHEET R-3 SEE SHEET R-4 SURFACE LEGEND EXISTING ASPHALT EXISTING CONCRETE PROPOSED ASPHALT PROPOSED STANDARD CONCRETE SURFACE PROPOSED 6" THICK CONCRETE SURFACE 4 ALLEY B STORM PRE-TREATMENT DEPRESSION ALLEY B STORM PRE-TREATMENT DEPRESSION ALLEY B STORM PRE-TREATMENT DEPRESSION 1.INSTALL DEPRESSION AT NORTH END OF ALLEY B TO DETAIN RUNOFF COLLECT SEDIMENT PRIOR TO FLOWING INTO TOUCHSTONE DRIVE. 2.TOP ELEVATION/ OVERFLOW = ±4723.60 3.BOTTOM ELEVATION = ± 4722.6 4.SIDE SLOPES = 5:1 MAX INSTALL INVERTED FLOWLINE THROUGH SIDEWALK TO DRAIN ALLEY PRE-TREATMENT DEPRESSION ACROSS SIDEWALK INTO TOUCHSTONE LANE. 5 1 TOUCHSTONE DRIVERECORD DRAWING NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) IRRIGATION CONDUIT (A.B.) 6WDYH15SD 15SD 15SD 12SD 12SD 12SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD6+007+00BLOCK 8 LOT 9 BLOCK 8 LOT 10 BLOCK 9 LOT 2 BLOCK 9 LOT 3 STORMWATER TRACT 09 STORMWATER BLOCK 9 LOT 1 HH HH ±42' ±46' ±99' ±14.6% ±18.3%±17.8%±17.9%±15.4%472047214719.504720.504721.50SDI 1-2 STA 6+64.31, -16.50 L INSTALL NEW 4'Ø COMBINATION INLET & MANHOLE PER COB STD DWG NO 02720-1B TBC = 4721.96 12" INV IN (E) = 4719.37 15" INV OUT (W) = 4719.12 SDI 1-1 STA 6+64.31, 16.50 R INSTALL NEW 2' X 3' STORM DRAIN INLET PER COB STD DWG NO 2720-1A TBC= 4721.96 12" INV OUT (W) = 4719.49>>>>>>>>>>>>>>>>>>>OVERFLOW FUTURE SIDEWALK ELEV= 4721.65 4721 4721.50 47 2 2 4722472 3 4724 33.00 LF 12" RCP @ 0.40% 28.80 LF 15" @ 0.25% 68.41 L F15" RCP @ 0. 3 0 % SDI 1-3 STA 5+80.47, 16.50 R INSTALL NEW 4'Ø COMBINATION INLET AND MANHOLE PER COB STD DWG NO. 02720-1B TBC= 4722.38 15" INV IN (S) = 4719.35 15" INV OUT (W) = 4719.35 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-STORM POND DETAILS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA STORM POND DETAILS 6787.003 8 SD-1 MEE 11/30/2022 2 REVISED STORM ELEVATIONS 03/20/2023 CPK MATT EKSTROM 10853 8/15/2023 TOUCHSTONE DRIVE 15" RCP FES INV = 4719.05 INSTALL RIP RAP AT OUTFALL RETENTION POND #7 10 YR, 2-HR RUNOFF VOLUME = 7,723 CF VOLUME @ 1.5FT DEPTH= 7,767 CF POND BOTTOM ELEV = 4719.00 SIDE SLOPES = VARY, 4:1 MAX HIGH GROUNDWATER (NORTH) = 4716.3 HIGH GROUNDWATER (SOUTH) = 4717.3 DAYSPRING AVE10 205100 SCALE IN FEET GRADI N G I N F U T U R E L O T A R E A P E R SEPA R A T E P H A S E 2 G R A DI N G P L A N APPROX. 10-YR WSEL 15" RCP FES INV = 4719.15 INSTALL RIP RAP AT OUTFALL RECORD DRAWING 4719.67 (A.B.) 4719.44 (A.B.) 4719.02 (A.B.) 4719.50 (A.B.) 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4721.36EG-4721.3614+00 FG-4721.06EG-4721.06FG-4720.45EG-4720.4515+00 FG-4720.79EG-4720.79FG-4721.12EG-4721.1216+00 FG-4721.53EG-4721.53FG-4722.32EG-4722.3217+00 FG-4723.10EG-4723.10FG-4723.60EG-4723.6018+00 FG-4724.32EG-4724.32FG-EG-19+00 120.70 LF 8" SDR 35 PVC @ 0.45%EXISTING SEWER 90.75 LF 8" SDR 35 PVC @ 0.45% SSMH 1-1 INSTALL NEW 48" Ø MANHOLE STA 16+64.75 RIM ELEV=4723.46 8" INV IN (S) = 4714.78 8" INV OUT (E) = 4714.58 DEPTH = 8.87' EX-SSMH 1 60" Ø MANHOLE STA 18+76.05 RIM ELEV=4723.64 8" INV IN (W) = 4713.65 DEPTH = 9.99'21S21S21S21S21S21S21S21S21S21S8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S 8SS 8W 8W 8W 8W 8W8W8W8W8W8W 8W 8W 8W 8W8WDYH 15SD 12SD 15SD15SD14+0015+0016+0017+0018+0018+85BLOCK 8 LOT 9 BLOCK 8 LOT 8 BLOCK 8 LOT 11 BLOCK 8 LOT 10 BLOCK 9 LOT 2 STORMWATER TRACT 09 BLOCK 9 LOT 23 BLOCK 9 LOT 24 STORMWATER TRACT 10BLOCK 9 LOT 1 BLOCK 6 LOT 4A BLOCK 5 LOT 27 BLOCK 5 LOT 26 BLOCK 5 LOT 25 BLOCK 6 LOT 4B BLOCK 6 LOT 5A BLOCK 6 LOT 5B BLOCK 6 LOT 6A BLOCK 6 LOT 6B S S SSMH 1-1 STA 16+64.75 - 3.88' R WWWWWWWWWWWWWWWWWHYD EX-SSMH 1 STA 18+76.05 - 0.70' L STA 17+85.25 CONNECT TO EXISTING 8" SEWER MAIN STUB. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING STUB. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-SEWER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA TOUCHSTONE DRIVE SEWER IMPROVEMENTS 6787.003 9 S-1 MEE 11/30/2022 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE COTTONWOOD ROADTOUCHSTONE DRIVE ALLEY 1BDAYSPRING AVECONNECT TO EXISTING 8" STUB STA 17+85.24 TOUCHSTONE DRIVE INSTALL 121 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 16+64 TO 17+85 EXISTING SEWER MAIN SEE SHEET S-2 PROPOSED WATER MAIN RECORD DRAWING 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4728.44EG-4728.440+00 FG-4728.02EG-4728.02FG-4727.46EG-4727.461+00 FG-4726.79EG-4726.79FG-4726.10EG-4726.102+00 FG-4725.60EG-4725.60FG-4725.16EG-4725.163+00 FG-4724.67EG-4724.67FG-4723.99EG-4723.994+00 FG-4723.26EG-4723.26FG-4722.51EG-4722.515+00 FG-4721.73EG-4721.73FG-EG-6+00 130.00 LF 8" SDR 35 PVC @ 0.50% 375.96 LF 8" SDR 35 PVC @ 0.50% WATER SERVICE CROSSING (TYP.) CROSSING MIN 1.5' CLEARANCE SSMH 1-6 INSTALL NEW 48" Ø MANHOLE STA 0+44.50 RIM ELEV=4730.63 8" INV IN (E) = 4717.67 8" INV IN (W) = 4717.67 8" INV OUT (N) = 4717.47 DEPTH = 13.16' SSMH 1-2 INSTALL NEW 48" Ø MANHOLE STA 1+74.50 RIM ELEV=4728.82 8" INV IN (S) = 4716.84 8" INV IN (W) = 4716.84 8" INV OUT (N) = 4716.64 DEPTH = 12.18' SSMH 1-1 INSTALL NEW 48" Ø MANHOLE STA 5+50.46 RIM ELEV=4723.46 8" INV IN (S) = 4714.78 8" INV OUT (E) = 4714.58 DEPTH = 8.87'DESD8W 8W8W 8W8W8W8W8W8W8W8W8W8WWS FIRE 12S12S12S12S12S12S12S12S12S12S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8SSSSS8S 8S 8S 8S 8S SS8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8WWS WS WS WS WS 15SD12SD12SD15SD 15SD 15SD 15SD15SD8.00'0+001+002+003+004+005+005+79BLOCK 9LOT 2BLOCK 9LOT 3BLOCK 9LOT 7OPEN SPACETRACT 15BLOCK 9LOT 9OPEN SPACETRACT 07BLOCK 9LOT 8BLOCK 9LOT 5BLOCK 9LOT 6BLOCK 9LOT 4BLOCK 9LOT 10BLOCK 9LOT 11BLOCK 9LOT 12BLOCK 9LOT 13BLOCK 9LOT 16BLOCK 9LOT 23OPEN SPACETRACT 08BLOCK 9LOT 17BLOCK 9LOT 18OPEN SPACETRACT 17BLOCK 9LOT 19BLOCK 9LOT 14BLOCK 9LOT 20BLOCK 9LOT 21BLOCK 9LOT 15BLOCK 9LOT 22BLOCK 9LOT 24STORMWATERTRACT 10BLOCK 9LOT 1BLOCK 6LOT 4ABLOCK 6LOT 4BBLOCK 6LOT 5ABLOCK 6LOT 5BBLOCK 6LOT 6ABLOCK 6LOT 6BSSMH 1-1 STA 16+64.75 - 3.88' R SSMH 1-6 STA 0+44.50 - 5.50' R SSMH 1-2 STA 1+74.50 - 5.50' R4" SS SERVSTA 0+95 .50 - 18 .0 ' R4" SS SERVSTA 1+33 .50 - 18 .0 ' R4" SS SERVSTA 2+01 .50 - 18 .0 ' R4" SS SERVSTA 2+39 .50 - 18 .0 ' R4" SS SERVSTA 2+77 .50 - 18 .0 ' R4" SS SERVSTA 3+15 .50 - 18 .0 ' R4" SS SERVSTA 3+53 .50 - 18 .0 ' R4" SS SERVSTA 3+91 .50 - 18 .0 ' R4" SS SERVSTA 4+29 .50 - 18 .0 ' R4" SS SERVSTA 4+67 .50 - 18 .0 ' R4" SS SERVSTA 4+99.50 - 18.0' L4" SS SERVSTA 4+61.50 - 18.0' L4" SS SERVSTA 4+23.50 - 18.1' L4" SS SERVSTA 3+40.50 - 18.0' L4" SS SERVSTA 3+02.50 - 18.0' L4" SS SERVSTA 2+64.50 - 18.0' L4" SS SERVSTA 2+26.50 - 18.0' L4" SS SERVSTA 1+20.50 - 18.0' L4" SS SERVSTA 1+58.50 - 18.0' LVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-SEWER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1B SEWER IMPROVEMENTS 6787.003 10 S-2 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023ALLEY 1AEXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE TOUCHSTONE DR.ALLEY 1B DAYSPRING AVE ALLEY 1B INSTALL 505 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 0+45 TO 5+50 4" SEWER SERVICE (TYP.) SEE SHEET S-3SEE SHEET S-4 PROPOSED WATER MAIN RECORD DRAWING 4717.52 (A.B.)0+97.5 0 (A .B . )3+51.5 0 (A .B . ) 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4721.18EG-4721.187+00 FG-4721.17EG-4721.17FG-4721.59EG-4721.598+00 FG-4722.59EG-4722.59FG-4722.81EG-4722.819+00 FG-4723.33EG-4723.33FG-4723.95EG-4723.9510+00 FG-4724.73EG-4724.73FG-4725.26EG-4725.2611+00 FG-4725.22EG-4725.22FG-4725.85EG-4725.8512+00 FG-4726.35EG-4726.35FG-EG-13+00 290.90 LF 8" SDR 35 PVC @ 0.48% 15.57 LF 8" SDR 35 PVC @ 1.50% 129.00 LF 8" SDR 35 PVC @ 0.50% CROSSING MIN 1.5' CLEARANCE SSMH 1-5 INSTALL NEW 48" Ø MANHOLE STA 8+26.10 RIM ELEV=4725.52 8" INV OUT (E) = 4719.42 DEPTH = 6.09' SSMH 1-4 INSTALL NEW 48" Ø MANHOLE STA 11+17.00 RIM ELEV=4726.37 8" INV IN (W) = 4718.04 8" INV OUT (NE) = 4717.84 DEPTH = 8.53' SSMH 1-3 INSTALL NEW 48" Ø MANHOLE STA 11+30.36 RIM ELEV=4726.22 8" INV IN (SW) = 4717.67 8" INV OUT (E) = 4717.47 DEPTH = 8.76' SSMH 1-2 INSTALL NEW 48" Ø MANHOLE STA 12+59.36 RIM ELEV=4728.82 8" INV IN (S) = 4716.84 8" INV IN (W) = 4716.84 8" INV OUT (N) = 4716.64 DEPTH = 12.18'8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SS S 8S8S8S8SSSSSS SSSSSSSSSSSSSSSSSSSSSS8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8WWSWSDYHWSWSWS12SD 15SD8+009+0010+0011+0012+0012+74PI: 11+24.00PI: 11+30.36BLOCK 8 LOT 28 BLOCK 8 LOT 27 BLOCK 8 LOT 26 BLOCK 8 LOT 25 BLOCK 8 LOT 24 BLOCK 8 LOT 29 OPEN SPACE TRACT 06 BLOCK 8 LOT 33 BLOCK 8 LOT 32 BLOCK 8 LOT 31 BLOCK 8 LOT 30 OPEN SPACE TRACT 05 BLOCK 9 LOT 7 OPEN SPACE TRACT 15 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 9 LOT 5 BLOCK 9 LOT 6 BLOCK 9 LOT 4 BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 11 LOT 7B SSMH 1-5 STA 8+26.10 - 6.00' R SSMH 1-6 SSMH 1-9 SSMH 1-4 STA 11+17.00 - 6.00' R SSMH 1-3 STA 11+30.36 - 0.00' SSMH 1-2 STA 12+59.36 - 0.00'4" SS SERVSTA 8+44 .10 - 38 .0 ' R4" SS SERVSTA 8+62 .10 - 38 .0 ' R4" SS SERVSTA 9+06 .27 - 38 .0 ' R4" SS SERVSTA 9+24 .27 - 38 .0 ' R4" SS SERVSTA 9+68 .43 - 38 .0 ' R4" SS SERVSTA 9+86 .43 - 38 .0 ' R4" SS SERVSTA 10+30 .60 - 38 .0 ' R4" SS SERVSTA 10+48 .60 - 38 .0 ' R4" SS SERVSTA 8+31.00 - 38.0' L4" SS SERVSTA 9+05.00 - 38.0' L4" SS SERVSTA 9+25.00 - 38.0' L4" SS SERVSTA 9+99.00 - 38.0' L4" SS SERVSTA 10+19.00 - 38.0' LVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-SEWER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA BRIARWOOD LANE SEWER IMPROVEMENTS 6787.003 11 S-3 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE BRIARWOOD LN ALLEY 1BDAYSPRING AVEBRIARWOOD LN INSTALL 423 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 8+36 TO 12+59 4" SEWER SERVICE (TYP.) PROPOSED WATER MAIN SEE SHEET S-2 RECORD DRAWING 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 FG-4723.07EG-4723.072+00 FG-4722.95EG-4722.95FG-4722.58EG-4722.583+00 FG-4723.78EG-4723.78FG-4724.24EG-4724.244+00 FG-4724.56EG-4724.56FG-4725.03EG-4725.035+00 FG-4725.91EG-4725.91FG-4726.76EG-4726.766+00 FG-4727.03EG-4727.03FG-4727.51EG-4727.517+00 FG-4728.37EG-4728.37FG-4728.95EG-4728.958+00 FG-4729.12EG-4729.12FG-EG-9+00 280.70 LF 8" SDR 35 PVC @ 0.50% 187.55 LF 8" SDR 35 PVC @ 0.50%77.10 L F 8 " S D R 3 5 P V C @ 5. 5 0 % WATER SERVICE CROSSING (TYP.) CROSSING MIN 1.5' CLEARANCE 7.23 LF 8" SDR 35 PVC @ 0.50% WITH END CAP SSMH 1-8 INSTALL NEW 48" Ø MANHOLE STA 2+66.69 RIM ELEV=4728.75 8" INV IN (W) = 4720.38 8" INV OUT (E) = 4720.18 DEPTH = 8.56' SSMH 1-7 INSTALL NEW 48" Ø MANHOLE STA 5+47.39 RIM ELEV=4729.02 8" INV IN (W) = 4718.79 8" INV OUT (E) = 4718.59 DEPTH = 10.44' SSMH 1-6 INSTALL NEW 48" Ø MANHOLE STA 7+34.94 RIM ELEV=4730.63 8" INV IN (E) = 4717.67 8" INV IN (W) = 4717.67 8" INV OUT (N) = 4717.47 DEPTH = 13.16' SSMH 1-9 INSTALL NEW 48" Ø MANHOLE STA 8+12.04 RIM ELEV=4731.79 8" INV OUT (W) = 4721.69 DEPTH = 10.10' 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S SS SS S 8S8S8S8S8SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WWSWSWSWSDYHWSWSWSWSWSWS2+003+004+005+006+007+008+008+82BLOCK 8 LOT 29 BLOCK 8 LOT 33 BLOCK 8 LOT 32 BLOCK 8 LOT 31 BLOCK 8 LOT 30 BLOCK 9 LOT 7 OPEN SPACE TRACT 15 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 11 LOT 14B BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 9 LOT 12 BLOCK 9 LOT 13 BLOCK 11 LOT 11A BLOCK 11 LOT 12B BLOCK 11 LOT 13B BLOCK 11 LOT 11B BLOCK 11 LOT 12A BLOCK 11 LOT 13A OPEN SPACE TRACT 14 BLOCK 11 LOT 14A BLOCK 9 LOT 16 OPEN SPACE TRACT 08 BLOCK 9 LOT 17 BLOCK 9 LOT 14 OPEN SPACE TRACT 16 BLOCK 9 LOT 15 BLOCK 11 LOT 7B SSMH 1-8 STA 2+66.69 - 5.50' R SSMH 1-7 STA 5+47.39 - 5.50' R SSMH 1-6 STA 7+34.94 - 5.50' R SSMH 1-9 STA 8+12.04 - 5.50' R 4" SS SERVSTA 3+06 .46 - 18 .0 ' R4" SS SERVSTA 3+54 .63 - 18 .0 ' R4" SS SERVSTA 3+68 .63 - 18 .0 ' R4" SS SERVSTA 4+78 .96 - 18 .0 ' R4" SS SERVSTA 4+92 .96 - 18 .0 ' R4" SS SERVSTA 5+41 .13 - 18 .0 ' R4" SS SERVSTA 6+49 .29 - 22 .0 ' R4" SS SERVSTA 6+87 .29 - 22 .0 ' R4" SS SERVSTA 7+63 .29 - 22 .0 ' R4" SS SERVSTA 8+01 .29 - 22 .0 ' R4" SS SERVSTA 7+25 .29 - 22 .0 ' RWWWWWWWWWWWWHYDW 4" SS SERVSTA 4+16 .80 - 18 .0 ' R4" SS SERVSTA 4+30 .80 - 18 .0 ' R VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-SEWER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1A SEWER IMPROVEMENTS 6787.003 12 S-4 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 2 03/20/2023CPK CPK REVISED SSMH RIM ELEVATIONS 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE ALLEY 1A ALLEY 1BDAYSPRING AVEBRIARWOOD LN ALLEY 1A INSTALL 545 LF 8" SDR 35 PVC SEWER PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 2+67 TO 8+12 4" SEWER SERVICE (TYP.) PROPOSED WATER MAIN SEE SHEET S-2 SEE SHEET S-3 RECORD DRAWING 4717.52 (A.B.) STUBBED AT MANHOLE, <1' OUT. (A.B.) 4705 4710 4715 4720 4725 4730 4705 4710 4715 4720 4725 4730 STA 14+51.1 8" END CAP 8" INV = 4714.30 STA 14+85.9 8 X 6 TEE 8" INV = 4714.59 STA 15+24.9 8" TEE 8" INV = 4714.86 STA 17+66.56 CONNECT TO EXISTING 8" INV=4716.30 FH BURY = 4722.20 STA 15+00.9 8" GATE VALVE INV = 4714.64 STA 15+60.7 8" GATE VALVE INV = 4715.30 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 15+65.92 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 14+95.91 FG-4721.41EG-4721.3614+00 FG-4721.69EG-4721.06FG-4721.97EG-4720.4515+00 FG-4722.56EG-4720.79FG-4723.16EG-4721.1216+00 FG-4723.50EG-4721.53FG-4723.75EG-4722.3217+00 FG-4724.00EG-4723.10FG-EG-4723.6018+00 FG-EG-4724.32FG-EG-19+00INV-INV-INV-4714.64INV-4715.17INV-4715.65INV-4716.10INV-4716.20INV-4716.28INV-INV-INV-21S21S21S21S21S21S21S21S21S21S8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S 8SS 15SD 12SD 15SD15SD18+8514+0015+0016+0017+0018+00BLOCK 8 LOT 9 BLOCK 8 LOT 10 BLOCK 9 LOT 2 STORMWATER TRACT 09 BLOCK 9 LOT 23 BLOCK 9 LOT 24 STORMWATER TRACT 10BLOCK 9 LOT 1 BLOCK 6 LOT 4A BLOCK 5 LOT 26 BLOCK 5 LOT 25 BLOCK 6 LOT 4B BLOCK 6 LOT 5A BLOCK 6 LOT 5B BLOCK 6 LOT 6A BLOCK 6 LOT 6B FH ASS'Y STA 14+85.91 - 18.5' L HH HH HH CONNECT TO EXISTING 8" WATER MAIN STA 17+67.07 - 10.7' L 8" END CAP STA 14+51.1 - 6.1' L 8 X 6 TEE STA 14+85.9 - 6.0' L 8" GATE VALVE STA 15+00.9 - 6.0' L 8" TEE STA 15+24.9 - 6.0' L 8" GATE VALVE STA 15+60.7 - 5.1' L 8" TEE STA 16+53.2 - 6.4' L 8" END CAP & TEMP BLOWOFF STA 7+94.1 - 6.0' L 8" GATE VALVE STA 16+53.5 - 0.2' R 8" GATE VALVE STA 7+54.6 - 6.0' L EXISTING GATE VALVE STA 17+84.8 - 10.9' L 8W 8W 8W 8W 8W8W8W8W8W8W 8W 8W 8W 8W8WDYH WWWWWWWWWWWWWWWWWHYD 15SD12SD7+00 8+00STORMWATERTRACT 09BLOCK 6LOT 4ABLOCK 5LOT 25HHHHHH8" END CAP & TEMP BLOWOFF COB STD DWG 02660-7 STA 7+94.1 - 6.0' L 8" GATE VALVE STA 7+54.6 - 6.0' L 8" TEE STA 15+24.9 - 6.0' L 8W8W8W8WDYH 4700 4705 4710 4715 4720 4725 4730 4700 4705 4710 4715 4720 4725 4730 STA 7+94.1 8" END CAP & TEMP BLOWOFF 8" INV = 4713.81 STA 7+54.6 8" GATE VALVE INV = 4714.54 FG-4722.04EG-4720.957+00 FG-4722.03EG-4720.39FG-4721.37EG-4719.918+00INV-INV-4714.60INV-VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-WATER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA TOUCHSTONE DRIVE WATER IMPROVEMENTS 6787.003 13 W-1 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE COTTONWOOD ROADTOUCHSTONE DRIVE ALLEY 1BDAYSPRING AVETOUCHSTONE DRIVE INSTALL 305LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 14+00 TO 19+00 SEE SHEET W-2 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 DAYSPRING AVE TOUCHSTONE DRIVEEXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE PROPOSED SEWER MAIN RECORD DRAWING 4714.27 (A.B.) 4714.45 (A.B.) 4714.80 (A.B.) 4714.25 (A.B.) NEW 4716.24 (A.B.) 4714.49 (A.B.) 4713.75 (A.B.) STA 17+84.8 8" GATE VALVE INV = 4716.17 (A.B.) 4714.45 (A.B.) NOT INSTALLED (A.B.) NOT INSTALLED (A.B.) FH BENCHMARK ELEV=4724.27 (A.B.) FH BENCHMARK ELEV=4724.27 (A.B.) DESD 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8WWS WS FIRE 8S 12S12S12S12S12S12S12S12S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8SSSSS8S 8S 8S 8S 8S SS12SD12SD15SD 15SD 15SD 15SD8.00'0+001+002+003+004+005+005+79BLOCK 9LOT 2BLOCK 9LOT 3BLOCK 9LOT 7OPEN SPACETRACT 15BLOCK 9LOT 9OPEN SPACETRACT 07BLOCK 9LOT 8BLOCK 9LOT 5BLOCK 9LOT 6BLOCK 9LOT 4BLOCK 9LOT 10BLOCK 9LOT 11BLOCK 9LOT 12BLOCK 9LOT 13BLOCK 9LOT 16BLOCK 9LOT 23OPEN SPACETRACT 08BLOCK 9LOT 17BLOCK 9LOT 18OPEN SPACETRACT 17BLOCK 9LOT 19BLOCK 9LOT 20BLOCK 9LOT 21BLOCK 9LOT 15BLOCK 9LOT 22BLOCK 9LOT 24STORMWATERTRACT 10BLOCK 9LOT 1BLOCK 6LOT 4ABLOCK 6LOT 4BBLOCK 6LOT 5ABLOCK 6LOT 5BBLOCK 6LOT 6A8" TEE STA 3+68.5 - 5.5' L 8" TEE STA 1+85.5 - 5.5' L 8" GATE VALVE STA 0+60.5 - 5.5' L 8" GATE VALVE STA 1+95.0 - 5.5' L 8" GATE VALVE ALLEY 1B STA 5+54.70 - 5.5' L TOUCHSTONE STA 16+53.5 - 0.2' R 8" TEE ALLEY 1B STA 5+61.36 - 5.5'L TOUCHSTONE STA 16+53.2 - 6.4' L1" WATER SERVSTA 1+01.33 - 18.0' L1" WATER SERVSTA 1+38.00 - 18.0' L1" WATER SERVSTA 2+07.33 - 18.0' L1" WATER SERVSTA 2+44.00 - 18.0' L1" WATER SERVSTA 2+82.00 - 18.0' L1" WATER SERVSTA 3+20.00 - 18.0' L1" WATER SERVSTA 4+03.00 - 18.0' L1" WATER SERVSTA 4+41.00 - 18.0' L1" WATER SERVSTA 4+80.33 - 18.0' L1" WATER SERVSTA 1+16.00 - 18.0' R1" WATER SERVSTA 1+53.00 - 18.0' R1" WA TER SERVSTA 2 + 22 . 00 - 1 8 . 0 ' R1" WA TER SERVSTA 2 + 60 . 0 0 - 1 8 .0 ' R1" WA TER SERVSTA 2 + 96 . 6 7 - 1 8 .0 ' R1" WA TER SERVSTA 3 + 36 . 0 0 - 1 8 .0 ' R1" WA TER SERVSTA 3 + 74 . 0 0 - 1 8 .0 ' R1" WA TER SERVSTA 4 + 10 . 6 7 - 1 8 .0 ' R1" WA TER SERVSTA 4 + 50 . 0 0 - 1 8 .0 ' R1" WA TER SERVSTA 4 + 88 . 0 0 - 1 8 .0 ' R 8" TEE STA 0+55.5 - 5.5' L 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8WWS WS WS WS 4710 4715 4720 4725 4730 4735 4710 4715 4720 4725 4730 4735 STA 7+23.9 8" TEE 8" INV = 4722.41 STA 1+85.5 8" TEE 8" INV = 4721.37 STA 3+68.5 8" TEE 8" INV = 4717.49 STA 16+53.2 8" TEE 8" INV = 4716.12 STA 4+93.7 DEFLECT PIPE JOINTS INV = 4717.04 STA 0+60.5 8" GATE VALVE INV = 4722.36 STA 1+95.0 8" GATE VALVE INV = 4721.20 STA 16+53.5 8" GATE VALVE INV = 4716.10 SEWER SERVICE CROSSING (TYP.) CROSSING MIN 1.5' CLEARANCE FG-EG-4728.440+00 FG-4730.38EG-4728.02FG-4730.24EG-4727.461+00 FG-4729.21EG-4726.79FG-4728.18EG-4726.102+00 FG-4727.15EG-4725.60FG-4726.13EG-4725.163+00 FG-4725.10EG-4724.67FG-4725.14EG-4723.994+00 FG-4724.98EG-4723.26FG-4724.23EG-4722.515+00 FG-4723.41EG-4721.73FG-4723.55EG-4721.375+79INV-INV-INV-4722.05INV-4721.65INV-4721.10INV-4720.02INV-4718.95INV-4717.87INV-4717.38INV-4717.20INV-4716.93INV-4716.16INV-VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-WATER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1B WATER IMPROVEMENTS 6787.003 14 W-2 ---- MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE DAYSPRING AVE ALLEY 1B TOUCHSTONE DRIVEALLEY 1B INSTALL 929 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 0+00 TO 5+79ALLEY 1ASEE SHEET W-3 SEE SHEET W-1 SEE SHEET W-4 PROPOSED SEWER MAIN SEE SHEET W-3 RECORD DRAWING 4722.28 (A.B.) 4722.56 (A.B.) 4721.16 (A.B.) 1+87.5 (A.B.) 4721.12 (A.B.) 1+87.5 (A.B.) 5+53.70 (A.B.) 4716.24 (A.B.) CS CS CURB STOP INSTALLED 6.5 FT INTO PROPERTY LINE (A.B.) CS CS CS CS CS CS CS CS 4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FH BURY = 4723.12 STA 10+67.2 8" END CAP 8" INV = 4715.71 STA 10+79.0 8 X 6 TEE 8" INV = 4715.70 STA 10+94.0 8" GATE VALVE INV = 4715.56 STA 11+64.0 8" GATE VALVE INV = 4715.39 STA 12+46.5 8" TEE 8" INV = 4717.49 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 11+59.00 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 10+89.00 FG-4723.39EG-4723.1410+50 FG-4722.78EG-4722.8011+00 FG-4723.30EG-4723.16FG-4724.01EG-4723.7612+00 FG-4724.75EG-4724.43FG-EG-4725.1513+00INV-INV-4715.55INV-4715.43INV-4716.31INV-INV-8S8S8S8S8S8S8S12SD 15SD15SD15SD15SD15SD11+0012+0013+00BLOCK 9 LOT 2 BLOCK 9 LOT 3 BLOCK 9 LOT 4 STORMWATER TRACT 09 BLOCK 9 LOT 23 BLOCK 9 LOT 20 BLOCK 9 LOT 21 BLOCK 9 LOT 22 HH HH 8" END CAP STA 10+67.2 - 3.5' L 8 X 6 TEE STA 10+79.0 - 3.5' L 8" GATE VALVE STA 11+64.0 - 3.5' L 8" GATE VALVE STA 10+94.0 - 3.5' L FH ASS'Y STA 10+79.00 - 20.5' L 8" TEE STA 3+68.5 - 5.5' L8W8W8W8W8W8W 8W8W8W8W8W8WDYH8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SS S 8S8S8SSSSSS SSSSSSSSSSSSSSSSSSSSSS12+748+009+0010+0011+00 12+00 BLOCK 8 LOT 29 OPEN SPACE TRACT 06 BLOCK 8 LOT 33 BLOCK 8 LOT 32 BLOCK 8 LOT 31 BLOCK 8 LOT 30 OPEN SPACE TRACT 05 BLOCK 9 LOT 7 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 9 LOT 6 BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 9 LOT 16 OPEN SPACE TRACT 08 BLOCK 9 LOT 17 BLOCK 9 LOT 18 BLOCK 9 LOT 15 BLOCK 11 LOT 7B HH HH HH HH HH HH 22.5 DEG BEND STA 11+30.4 - 11.9' L 22.5 DEG BEND STA 10+99.4 - 6.0' L 8" END CAP & TEMP BLOWOFF COB STD DWG NO. 02660-7 STA 7+67.2 - 6.0' L 8 X 6 TEE STA 10+79.0 - 6.0' L 8" GATE VALVE STA 10+94.0 - 6.0' L FH ASS'Y STA 10+79.00 - 20.5' L 8" TEE STA 1+85.5 - 5.5' L1" WATER SERVSTA 8+36.00 - 38.0' L1" WATE R SERVSTA 9+00.00 - 38.0' L1" WATER SERVSTA 9+94.00 - 38.0' L1" WATER SERVSTA 10+24.00 - 38.0' L1" WATER SERVSTA 9+30.00 - 38.0' L8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8WWSWSDYHWSWSWS1" WATER SERVSTA 3+28.05 - 18.0' L1" WATER SERVSTA 3+33.05 - 18.0' L1" WATER SERVSTA 3+90.21 - 18.0' L1" WATER SERVSTA 3+95.21 - 18.0' L1" WATER SERVSTA 4+52.38 - 18.0' L1" WATER SERVSTA 4+57.38 - 18.0' L1" WATER SERVSTA 5+14.55 - 18.0' L1" WATER SERVSTA 5+19.55 - 18.0' L4710 4715 4720 4725 4730 4710 4715 4720 4725 4730 FH BURY = 4726.53 STA 7+67.2 8" END CAP 8" INV = 4717.51 STA 10+79.0 8 X 6 TEE 8" INV = 4719.04 STA 10+99.4 22.5 DEG BEND 8" INV = 4718.76 STA 11+30.4 22.5 DEG BEND 8" INV = 4718.46 STA 12+48.4 8" TEE 8" INV = 4721.37 STA 10+94.0 8" GATE VALVE INV = 4718.86 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 10+88.09 FG-EG-4721.177+50 FG-4725.37EG-4721.598+00 FG-4726.06EG-4722.59FG-4726.81EG-4722.819+00 FG-4727.39EG-4723.33FG-4727.48EG-4723.9510+00 FG-4726.91EG-4724.73FG-4726.16EG-4725.2611+00 FG-4726.57EG-4725.22FG-4727.80EG-4725.8512+00 FG-4728.78EG-4726.35FG-EG-13+00INV-INV-4717.53INV-4717.56INV-4717.59INV-4717.62INV-4717.65INV-4718.02INV-4718.76INV-4718.95INV-4720.19INV-INV-VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-WATER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA BRIARWOOD LANE AND WILDWOOD LANE WATER IMPROVEMENTS 6787.003 15 W-3 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 WILDWOOD LANE INSTALL 173 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 10+50 TO 13+00 PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE EXISTING GROUND AT CENTERLINE WILDWOOD LN BRIARWOOD LANE DAYSPRING AVEDAYSPRING AVEALLEY 1BALLEY 1BBRIARWOOD LANE INSTALL 479 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 7+50 TO 13+00 SEE SHEET W-2 WILDWOOD ALLEY SEE SHEET W-2 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 WATER SERVICE (TYP.) SEWER SERVICE CROSSING (TYP.) PROPOSED SEWER MAIN RECORD DRAWING VALVE NOT INSTALLED (A.B.) 4715.28 (A.B.) VALVE NOT INSTALLED (A.B.)4718.13 (A.B.)4718.98 (A.B.) 4718.65 (A.B.) CS CURB STOP INSTALLED 6.5 FT INTO PROPERTY LINE (A.B.) CS CS FH BENCHMARK ELEV=4725.18 (A.B.) FH BENCHMARK ELEV=4725.18 (A.B.) FH BENCHMARK ELEV=4728.62 (A.B.) FH BENCHMARK ELEV=4728.62 (A.B.) DESD ESDESD8W 8W 8W 8W8W8W8W 8W8W8W8W8S 12S12S12S12S12S12S8S8S8S8S8S8S8SS1+00 2+00 OPEN SPACETRACT 15BLOCK 11LOT 14BBLOCK 9LOT 10LOT 7BHH8" TEE STA 5+88.3 - 5.5' L 8" GATE VALVE STA 1+08.8 - 5.6' L 8W 8W 8W 8W 8W8W8W8W8W8W8WWS 4715 4720 4725 4730 4735 4715 4720 4725 4730 4735 STA 2+59.5 8" END CAP 8" INV = 4721.44 STA 7+23.9 8" TEE 8" INV = 4722.41 STA 8+23.6 8" END CAP 8" INV = 4723.08 STA 5+88.3 8" TEE 8" INV = 4720.95 STA 5+63.9 8" GATE VALVE INV = 4721.01 STA 6+23.9 8" GATE VALVE INV = 4720.89 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 6+28.80 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 5+58.93 CROSSING MIN 1.5' CLEARANCE FG-EG-4722.952+50 FG-4728.93EG-4722.583+00 FG-4729.38EG-4723.78FG-4729.83EG-4724.244+00 FG-4729.65EG-4724.56FG-4729.28EG-4725.035+00 FG-4728.90EG-4725.91FG-4728.47EG-4726.766+00 FG-4729.02EG-4727.03FG-4729.45EG-4727.517+00 FG-4729.87EG-4728.37FG-4730.30EG-4728.958+00 FG-4730.70EG-4729.12FG-EG-4729.458+82INV-INV-4721.63INV-4721.51INV-4721.39INV-4721.27INV-4721.16INV-4721.04INV-4720.93INV-4721.29INV-4722.05INV-4722.58INV-4722.92INV-INV-8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSS8S8S8S8S8S SSSSSSSSSSSSSSSSSS3+00 4+00 5+00 6+00 7+00 8+00 OPEN SPACE TRACT 15 BLOCK 9 LOT 9 BLOCK 9 LOT 8 BLOCK 11 LOT 14B BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A BLOCK 11 LOT 6B BLOCK 11 LOT 7A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 9 LOT 12 BLOCK 9 LOT 13 BLOCK 11 LOT 11A BLOCK 11 LOT 12B BLOCK 11 LOT 13B BLOCK 11 LOT 11B BLOCK 11 LOT 12A BLOCK 11 LOT 13A OPEN SPACE TRACT 14 BLOCK 11 LOT 14A BLOCK 9 LOT 16 BLOCK 9 LOT 14 OPEN SPACE TRACT 16 BLOCK 9 LOT 15 BLOCK 11 LOT 7B HH HH HH 8" TEE STA 7+23.9 - 5.5' L 8" TEE STA 5+88.3 - 5.5' L 8" END CAP & TEMP BLOWOFF COB STD DWG NO. 02660-7 STA 2+59.5 - 5.5' L 8" GATE VALVE STA 5+63.9 - 5.5' L 8" GATE VALVE STA 6+23.9 - 5.5' L 8" END CAP STA 8+23.6 - 5.5' L 8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W WSWSWSWSWS1" WATER SERVSTA 3+28.05 - 18.0' L1" WATE R SE RV STA 3+28.05 - 18.0' R1" WATER SERVSTA 3+33.05 - 18.0' R1" WATER SERVSTA 3+33.05 - 18.0' L1" WAT E R S E R V STA 3+90.21 - 18.0' R1" WATER SERVSTA 3+90.21 - 18.0' L1" WAT E R S E R V STA 3 +95.21 - 18.0' R 1" WATER SERVSTA 3+95.21 - 18.0' L1" WATER SERVSTA 4+52.38 - 18.0' L1" WATER SERVSTA 4+52.38 - 18.0' R 1" WATER SERVSTA 4+57.38 - 18.0' R 1" WATER SERVSTA 4+57.38 - 18.0' L1" WATER SERVSTA 5+14.55 - 18.0' L1" WATER SERVSTA 5+14.55 - 18.0' R 1" WATER SERVSTA 5+19.55 - 18.0' L1" WATER SERVSTA 5+19.55 - 18.0' R1" WAT E R S E R V STA 6+69.79 - 22.0' R1" WAT E R S E R V STA 7+07.79 - 22.0' R1" WATER SERVSTA 7+44.46 - 22.0' R1" WATE R SERV STA 7+83.79 - 22.0' R1" WATER S E RV STA 8+21.79 - 22.0' RPERMANENT BLOW OFF STA 8+29.82 - 5.5' L CURB STOP STA 8+21.81 - 5.5' L 4715 4720 4725 4730 4735 4715 4720 4725 4730 4735 STA 2+19.9 8" TEE 8" INV = 4720.95 STA 1+08.8 8" GATE VALVE INV = 4723.33 UTILITY CONDUIT (BANK OF 3) CROSSING STA: 1+07.89 CROSSING MIN 1.5' CLEARANCE FG-EG-4727.850+50 FG-4730.89EG-4727.491+00 FG-4730.09EG-4727.13FG-4728.95EG-4726.772+00 FG-4727.95EG-4726.482+50INV-INV-INV-4722.45INV-4721.36INV-VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-WATER.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY 1A WATER IMPROVEMENTS 6787.003 16 W-4 MEE 11/30/2022 1 REVISED SERVICE LOCATIONS 02/07/2023 CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 MATT EKSTROM 10853 8/15/2023 DAYSPRING AVE ALLEY 1A ALLEY 1BEXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE DAYSPRING AVEALLEY 1A INSTALL 568 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 2+50 TO 8+82 DAYSPRING (SOUTH) INSTALL 111 LF 8" CLASS 51 D.I. PIPE TYPE A TRENCH BACKFILL & TYPE 1 BEDDING STA. 0+50 TO 2+50 ALLEY 1AALLEY 1ACONNECT TO EXISTING EXISTING GROUND AT CENTERLINE PROPOSED GRADE AT CENTERLINE WATER SERVICE (TYP.) PROPOSED SEWER MAIN SEE SHEET W-2 SEE THIS SHEET SEE THIS SHEET RECORD DRAWING 4721.51 (A.B.) 4721.10 (A.B.) 4722.36 (A.B.) 4723.12 (A.B.)4722.77 (A.B.)CS CURB STOP INSTALLED 6.5 FT INTO PROPERTY LINE (A.B.) CS CS CS CS CS CS CS CS CSCS CS CS CS CS CSCSCSCS CS CS CS 8'8'2'2'2.00%2.00%CLMIN. 10" UNCRUSHEDSUB-BASE COURSE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADEMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALCOMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE SURFACEDEPTH PER PLANMIN 12"MIN 30"MAX 40"NOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.1.CULVERT FOR ELECTRIC2.CULVERT FOR COMMUNICATIONS3.CULVERT FOR NATURAL GAS12312360' ROW12.00'6.5'BLVD2'CURB AND GUTTER15.5'15.5'2'CURB AND GUTTER6.5'BLVD5'SIDEWALK12.00'2.00%2.00%2.00%2.00%12.5'35' TBC TO TBC12.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 10" UNCRUSHEDSUB-BASE COURSE3"-1" WASHED ROCKTYPICAL3.00% (TYP)4" THICK CONCRETE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE5'SIDEWALKCLMIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUALEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)1.50% AT INTERSECTIONS WHERE NOTED ON PLANS3.00% (TYP)1.50% AT INTERSECTIONS WHERE NOTED ON PLANS9"8"(MIN) DEPTH SCARIFIED, MOISTURECONDITIONED, & RECOMPACTEDSUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.NATIVE GROUND3"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSEMINIMUM DEPTH OF 6" MINUS PITRUNVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787003-DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/17/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.net NORTHWEST CROSSING SUBDIVISION PHASE 2.1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADETAILS- ROAD SECTIONS6787.00317D-1 MEEJUNE, 2022   MATT EKSTROM108538/15/20231-ROAD SECTION: LOCAL ROADDAYSPRING, BRIARWOOD, WILDWOOD, TOUCHSTONE2-ROAD SECTION: ALLEY4-UTILITY CONDUITSCALE: NTS3-TEMPORARY ACCESS ROADRECORD DRAWING 8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH WALL ALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATEROR SEWER LINE*NOTES:1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINESWITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIORTO PLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MINOVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THECULVERT.3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHEROTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.  MATT EKSTROM108538/15/2023PIPE INSULATIONSCALE:  NTS2NOTES:1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED.3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTSBETWEEN THOSE FITTINGS.4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOTFEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS.DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONPIPE DIAMETER ORFITTING TYPE8"OTHERTEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2--8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)2--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3--DEAD END (INCLUDING HYDRANT LEADS)32--DI MECHANICAL JOINT RESTRAINT TABLESCALE:  NTS3VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS.  THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2023engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787003-DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Oct/17/2023REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT  59718406.587.0721www.m-m.net NORTHWEST CROSSING SUBDIVISION PHASE 2.1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADETAILS-UTILITIES6787.00318D-2  MEEJUNE, 2022                        RECORD DRAWING 15SD 15SD 15SD 12SD 12SD 12SD7+008+0015+0016+00STORMWATER TRACT 10BLOCK 9 LOT 1 BLOCK 6 LOT 4A BLOCK 5 LOT 25 BLOCK 6 LOT 4B 40.42' STA 14 +7 1. 43 P C 21.96TBC 17.50' L STA 1 4 + 8 4. 4 2 P C 22.06 TBC 1 5. 0 0' L STA 14+97.41 PC22.13TBC 12.50' LSTA 15+03 .41 PC 2 1 . 8 5 TBC 1 2 . 5 0 ' L STA 15+57.32 PC22.46TBC 12.59' LSTA 15+63.48 PC???TBC 12.48' LSTA 15+76.05 PC23.03TBC 14.94' LSTA 15+89.18 PC23.12TBC 17.50' LSTA 14+96 .91 2 2 . 1 7TBC 1 2 . 5 0 ' LSTA 15+01.9121.83RB 10.50' LST A 1 5 + 1 1 . 9 1 22. 2 8 TB C 1 5 . 1 4 ' L STA 1 5 + 5 0. 0 6 22.68 TBC 1 4. 7 6' L STA 15+64.4222.94TBC 12.49' LSTA 15+59.5922.49RB 10.54' LSTA 1 5 + 5 4. 6 5 22.40 RB 10. 8 6' L STA 1 5 + 6 5. 4 1 P C 22.94 TBC 1 2. 5 0' R STA 15+59 .47 PC22.50TBC 12 . 4 5 ' RSTA 15+55 .19 ? ? ?RB 10 .91 ' RSTA 15+50 .20 ? ? ?TBC 15 .30 ' R STA 1 5 + 9 1. 5 5 P C 23.14 TBC 1 7. 5 0' R STA 1 5 + 7 8. 6 4 P C 23.05 TBC 1 5. 0 3' R STA 1 5 + 1 1. 9 1 22.28 TBC 1 5. 1 4' R STA 15+03.41 PC21.80TBC 12.50' RSTA 15+01 .9121.81RB 10 .50 ' RSTA 14+96.9122.15TBC 12.50' RSTA 14+84.42 PC22.06TBC 15.00' RSTA 14+71.43 PC21.96TBC 17.50' RSTA 1 4 + 6 0. 9 1 21.82 TBC 1 7. 5 0' R STA 1 4 + 6 0. 9 1 21.82 TBC 1 7. 5 0' L S T A 1 5 + 0 6 . 9 1 21 . 8 7 R B 1 0 . 8 6 ' L 5.01'6.50' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00' R15.00' R35.00' R35.00' R35.00' R35.00' R15.00' R35.00' R35.00'STA 15+60.2522.50RB 10.46' RSTA 1 5 + 0 6. 9 1 21.85 RB 10. 8 6' R 47 22 4722.50 4722. 5 04722 47 2 34721.50 4722 25.00' S T A 1 4 + 9 7 . 4 1 PC 2 2 . 1 2 T B C 1 2 . 5 0 ' R 11.50' 11.50' 5.00' 5.00' 5.01' 5.00' 11.64' 11.50' 11.36' 11.52' 5.00' 5.00' 11.50' 11.50' 5.00' 5.00'STA 6+91 .29 PC 2 2 . 1 2 TBC 1 2 . 5 0 ' L STA 6 + 9 0. 8 0 22.15 TBC 1 2. 5 0' L STA 6 + 7 8. 3 0 P C 22.05 TBC 1 5. 0 0' L STA 6+65.77 PC 21.96TBC 17.49' L STA 6+65.03 PC 21.95TBC 17.50' R S TA 6 + 7 8 . 0 2 PC 2 2 . 0 5 T B C 1 5 . 0 0 ' R STA 6 + 9 1. 0 1 P C 22.15 TBC 1 2. 5 0' R S T A 6 + 9 0 . 7 9 22 . 1 7 TB C 1 2 . 5 0 ' R STA 6+97.01 PC 21.89 TBC 12.50' R STA 7 + 0 0 . 7 9 21.93 RB 10.93 ' R STA 6 + 9 5. 7 9 21.86 RB 10. 5 0' R STA 7+05 .79 ? ? ?TBC 1 5 .34 ' R STA 7 + 0 5. 4 3 22.27 TBC 1 5. 3 1' L ST A 7 + 4 3 . 7 9 22. 2 8 TB C 1 5 . 1 4 ' L ST A 7 + 5 2 . 2 9 P C 21. 8 5 TB C 1 2 . 5 0 ' L STA 7+58.29 PC22.12TBC 12.50' LSTA 7+71. 2 8 P C 21.90 TBC 15.00' L ST A 7 + 8 4 . 2 7 P C 21.6 7 TB C 1 7 . 5 0 ' L STA 7 + 8 4. 0 4 P C 21.62 TBC 1 7. 5 0' R STA 7 + 7 1. 0 5 P C 21.88 TBC 1 5. 0 0' R STA 7 + 5 8. 7 9 22.16 TBC 1 2. 5 0' R ST A 7 + 5 8 . 0 6 P C 22. 1 1 TB C 1 2 . 5 0 ' R ST A 7 + 5 3 . 7 9 21. 8 6 RB 1 0 . 5 0 ' R STA 7 + 4 8. 7 9 21.95 RB 10. 8 2' R STA 7+51.29 PC 21.91TBC 12.52' R STA 7 + 4 4. 1 8 22.45 TBC 1 4. 7 4' R ST A 7 + 5 8 . 7 9 22. 1 5 TBC 1 2 . 5 0 ' L STA 6 + 9 7. 2 9 P C 21.83 TBC 1 2. 5 0' L S T A 6 + 6 4 . 3 1 L P 2 1 . 9 6 T B C 1 7 . 5 0 ' R STA 6 + 6 4. 3 1 L P 21.96 TBC 1 7. 5 0' L S T A 7 + 0 0 . 7 9 21 . 8 5 R B 1 0 . 8 6 ' L STA 6+95 .79 2 1 . 8 1RB 1 0 . 5 0 ' L -3.00%-3.01%-1.50% -1.50%-1.45%-1.45%-2.10% -2.00% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA INTERSECTION DETAIL- TOUCHSTONE AND DAYSPRING 6787.003 19 D-3 MEE 11/30/2022 MATT EKSTROM 10853 8/15/2023 TOUCHSTONE DRIVE 1 TOUCHSTONE DRIVE & DAYSPRING AVE SCALE: 1" = 10' TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT END CONSTRUCTION END CONSTRUCTION10 205100 SCALE IN FEET DAYSPRING AVERECORD DRAWING 12SD 12SD 12SD 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD3+00 4+00 5+006+0011+0012+00BLOCK 8 LOT 28 BLOCK 9 LOT 3 BLOCK 9 LOT 5 BLOCK 9 LOT 4 36.43'STA 10+95.00 PC22.54TBC 15.86' LSTA 11+00 .0022.48RB 17 .78 ' L STA 10+95.0023.06RB 15.86' RSTA 1 1 + 0 0. 0 0 23.05 RB 17. 7 8' R 35.00' STA 1 0 + 9 1. 5 0 22.95 TBC 1 7. 5 0' L STA 10+91 .50 2 3 . 4 5TBC 1 7 . 50 ' R 16.00' 35.00'4723.50472347244722.5047224723 . 5 0 5.00' 5.00' 11.50' 5.00' 11.50' 5.00' 5.00' 5.00'STA 4+97 .2923.61TBC 17 .50 ' L S T A 5 + 0 0 . 7 9 23 . 1 9 RB 1 5 . 8 6 ' L STA 5 + 0 5. 7 9 23.12 RB 17. 7 8' LSTA 5+53 .79 2 2 . 3 7RB 1 7 . 7 8 ' LSTA 5+58 .79 2 2 . 3 1RB 1 5 . 8 6 ' L STA 5 + 6 2. 2 9 22.64 TBC 1 7. 5 0' L STA 5+ 4 8 . 7 9 22.84 TBC 17. 5 0' R STA 5+ 5 3 . 7 9 P C 22.39 TBC 17. 5 0' R STA 5+ 5 8 . 7 9 P C 22.32 TBC 17. 5 0' R STA 5+ 6 3 . 7 9 22.62 TBC 17. 5 0' R STA 5 + 4 5. 7 9 22.89 TBC 1 7. 5 0' R STA 5 + 4 0. 7 9 P C 22.58 TBC 1 5. 5 0' R STA 5+ 1 8 . 7 9 P C 22.91 TBC 15. 5 0' R STA 5+ 1 3 . 7 9 23.37 TBC 17. 5 0' R STA 5 + 1 0. 7 9 23.41 TBC 1 7. 5 0' R STA 5 + 0 5. 7 9 P C 23.10 TBC 1 5. 5 0' R STA 5 + 0 0. 7 9 P C 23.18 TBC 1 5. 5 0' R STA 4 + 9 5. 7 9 23.64 TBC 1 7. 5 0' R STA 12+19 .00 PC 2 4 . 4 4EA 8 . 0 0 ' L STA 1 2 + 1 9. 0 0 P C 24.44 EA 8.0 0' RSTA 11+64 .0023 . 6 7EA 8 . 0 0 ' R STA 1 1 + 6 4. 0 0 23.51 EA 8.0 0' L STA 11+53 .00 2 3 . 5 2EA 11 .00 ' R STA 1 1 + 5 3. 0 0 23.19 EA 11. 0 0' L STA 3 + 3 2. 0 0 P C 25.63 EA 8.0 0' L STA 3+98 .00 PC 2 5 . 2 8EA 8 . 0 0 ' L 16.00' 47 2 4 . 5 0 47254725.504726-1.50% -1.50%-2.00%-2.00%-2.00% -2.00% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA INTERSECTION DETAIL- WILDWOOD AND DAYSPRING 6787.003 20 D-4 MEE 11/30/2022 MATT EKSTROM 10853 8/15/2023 1 WILDWOOD LANE & DAYSPRING AVE SCALE: 1" = 10' TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINTEND CONSTRUCTION10 205100 SCALE IN FEET DAYSPRING AVEWILDWOOD LANE RECORD DRAWING 10+0011+0012+003+004+00BLOCK 8 LOT 29 BLOCK 9 LOT 7 BLOCK 9 LOT 9 OPEN SPACE TRACT 07 BLOCK 9 LOT 8 BLOCK 9 LOT 6 BLOCK 11 LOT 6B BLOCK 11 LOT 7A BLOCK 11 LOT 7B ST A 1 0 + 8 9 . 7 4 26. 9 4 TB C 1 7 . 5 0 ' R STA 10+90.42 PC26.93TBC 17.50' RSTA 1 0 + 9 4. 7 5 26.53 RB 16. 0 6' R STA 1 0 + 9 9. 6 6 26.51 RB 18. 2 3' RSTA 10+90 .03 2 6 .37TBC 1 7 . 5 0 ' L STA 1 0 + 9 1. 5 0 P C 26.35 TBC 1 7. 5 0' L STA 10+95.0025.91RB 15.86' LSTA 11+00 .00 2 5 .83RB 1 7 . 7 8 ' L 4727 4 7 2 6 . 5 0 4726.50472 7 472 7 47 2 6 . 5 0 4726 4 7 2 5 . 5 0 47 2 5 STA 3+00.06 PC 27.15TBC 17.50' L STA 3 + 0 9 . 7 8 26.9 5 TBC 2 0 . 6 6 ' LSTA 3+68 .76 2 5 . 9 0TBC 1 7 . 5 0 ' L STA 3+67.29 P C 25.93 TBC 17.50' L STA 3+63 .79 2 5 . 6 0RB 1 5 . 8 6 ' LSTA 3+58 .79 2 5 . 6 9RB 1 7 . 7 8 ' L STA 3+68.79 25.90TBC 17.50' R STA 3 + 6 3. 7 9 25.61 RB 15. 5 0' R STA 3 + 5 8. 7 9 25.70 RB 15. 5 0' R STA 3 + 5 3. 7 9 26.02 TBC 1 7. 5 0' R STA 6 + 9 6. 4 4 STA 6 + 4 2. 4 44727.5035.00' -1.51% -1.49%-3.00%-3.00%VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA INTERSECTION DETAIL-BRIARWOOD AND DAYSPRING 6787.003 21 D-5 MEE 11/30/2022 MATT EKSTROM 10853 8/15/2023 1 BRIARWOOD LANE & DAYSPRING AVE SCALE: 1" = 10' TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT 10 205100 SCALE IN FEET DAYSPRING AVEBRIARWOOD LANE 5.00' 5.00' 5.00' 5.00' 5.00' 5.00' 35.00' RECORD DRAWING D ESDESDESDESD ESD ESD ESD ESD ESD ESD ESD ESD ESD ESD 8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W WSWSWSWSFIREFIREFIREFIREFIRE8W8S8S8S8S8S12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S 12S1+00BLOCK 11 LOT 14B BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 11 LOT 14A S T A 0 + 9 3 . 8 4 P C 3 0 . 7 5 T B C 1 7 . 5 0 ' L STA 0 + 9 3. 8 0 P C 31.13 TBC 1 7. 5 0' R STA 0+88 .9531.22TBC 18 .44 ' L STA 0 + 9 3 . 8 5 30.74 RB 15 . 5 0 ' L STA 1 + 0 3. 8 4 30.56 RB 15. 5 0' LSTA 1+08 .8430.84TBC 1 7 . 5 0 ' L STA 0 + 8 9. 2 4 31.58 TBC 1 8. 2 2' R ST A 0 + 9 4 . 1 5 31.0 9 RB 1 5 . 5 0 ' R STA 1+09 .16 3 1 . 1 5 TBC 1 7 . 5 0 ' RSTA 1+04 .1630.92RB 15 . 5 0 ' R -1.62%-0.71% 35.00' 10.00'10.00' 5.00'5.00' 5.00'5.00' 7.50'8.00'-1.44%-1.75%-1.75%STA 1 + 4 0. 0 0 30.23TBC 17.5 0' L ST A 1 + 4 0 . 0 0 30.2 3 TBC 1 7 . 5 0 ' R -3.00% -3.00% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA INTERSECTION DETAIL-HARVEST PARKWAY AND DAYSPRING 6787.003 22 D-6 MEE 11/30/2022 MATT EKSTROM 10853 8/15/2023 HARVEST PARKWAY (EXISTING) 1 WILDWOOD LANE & DAYSPRING AVE SCALE: 1" = 10' TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT 10 205100 SCALE IN FEETDAYSPRING AVERECORD DRAWING 6+007+008+000+00 1+00 2+003+00OPEN SPACE TRACT 15 BLOCK 9 LOT 9 BLOCK 11 LOT 14B BLOCK 9 LOT 10 BLOCK 9 LOT 11 BLOCK 9 LOT 12 BLOCK 9 LOT 13 BLOCK 9 LOT 14 OPEN SPACE TRACT 16 BLOCK 9 LOT 15 BLOCK 11 LOT 7B 4727 27.15TBC 17.50' L S T A 5 + 6 4 . 9 7 28 . 6 0 E A 8 . 0 0 ' L STA 5 + 6 4. 8 4 28.91 EA 8.0 0' R STA 6+22 .84 2 9 . 1 1EA 1 5 . 0 0 ' R STA 6 + 2 3. 2 2 28.48 EA 15. 0 0' L STA 6+34.0529.00EA 11.94' LSTA 6+33 .8429. 2 3EA 1 2 . 0 0 ' R STA 6 + 9 6. 4 4 P C 30.13 EA 12. 0 0' L STA 7 + 2 1. 4 4 P C 30.67 EA 37. 0 0' L STA 7 + 0 2 . 6 9 P C 30.24 EA 12. 7 9 ' L ST A 6 + 9 6 . 4 4 P C 30.2 4 EA 1 7 . 6 4 ' L STA 6 + 9 6. 4 4 30.57 EA 34. 0 0' LSTA 6 + 4 2. 4 4 29.76 EA 34. 0 0' L STA 6+42.44 PC 29.42EA 17.00' L STA 6+37 .44 PC29.15EA 12 .00 ' L STA 7 + 3 7. 4 4 P C 30.87 EA 27. 0 0' L STA 7 + 5 2. 4 4 P C 30.97 EA 12. 0 0' L STA 7+56.01 PC31.02EA 12.00' LSTA 7 + 6 1. 2 4 P C 31.20 EA 16. 7 9' L STA 7 + 6 1. 0 1 31.54 EA 34. 0 0' L STA 8+24.01 PC 32.15EA 17.00' L STA 8+29.01 PC32.12EA 12.00' LSTA 8 + 2 4. 0 1 32.49 EA 34. 0 0' L ST A 8 + 3 2 . 2 9 32.1 6 EA 1 2 . 0 0 ' L STA 8 + 3 2. 2 9 32.28 EA 12. 0 0' R STA 1 + 94. 4 8 28.99TBC 17.50' RSTA 2 + 3 5 . 6 2 2 8 . 1 5 T B C 1 7 . 5 0 ' R STA 2 + 2 6. 9 1 28.33 TBC 1 7. 5 0' L STA 2+01. 4 8 28.84 TBC 17.50' L 4730 4 7 3 0 472 8 . 5 0 4728 4727.50-2.01%-2.00%-3.00%2.96%3.05% -2.00% -2.00%-2.02%-1.50% -1.50%-1.87%-0.78%24.00' 22.00' 16.00'-2.00%-3.00%-3.00% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ALLEY WAY 1A- DAYSPRING AND ALLEY 1B INTERSECTION 6787.003 23 D-7 MEE 11/30/2022 MATT EKSTROM 10853 8/15/2023 ALLEY 1A ALLEY 1B1 ALLEY 1A SCALE: 1" = 10' TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT 10 205100 SCALE IN FEETDAYSPRING AVERECORD DRAWING 2+003+004+007+008+009+00BLOCK 8 LOT 33 BLOCK 8 LOT 32 BLOCK 8 LOT 31 OPEN SPACE TRACT 05 BLOCK 11 LOT 5A BLOCK 11 LOT 5B BLOCK 11 LOT 6A OPEN SPACE TRACT 13 BLOCK 11 LOT 4A BLOCK 11 LOT 4B BLOCK 11 LOT 11A BLOCK 11 LOT 12B BLOCK 11 LOT 11B BLOCK 11 LOT 12A BLOCK 11 LOT 13A OPEN SPACE TRACT 14 22.00' MIN STA 7 + 77. 0 4 P C 25.16TBC 17.50' R STA 7+90.03 PC25.32TBC 15.00' RS T A 8 + 0 3 . 0 2 P C 25 . 4 6 TB C 1 2 . 5 0 ' R STA 8 + 1 1. 0 2 P C 25.54 TBC 1 2. 5 0' R STA 8 + 2 4. 0 1 P C 25.67 TBC 1 5. 0 0' R STA 8 + 3 7. 0 0 P C 25.78 TBC 1 7. 5 0' RSTA 8+37.00 PC25.78TBC 17.50' LSTA 8+24.01 PC25.67TBC 15.00' LSTA 8+11.02 PC25.54TBC 12.50' LSTA 8+03.02 PC25.46TBC 12.50' LSTA 7+99.52 PC25.43TBC 12.68' LSTA 7+90 .03 PC 2 5 . 32 TBC 1 5 . 0 0 ' LST A 7 + 7 7 . 0 4 PC 2 5 . 1 6 T B C 1 7 . 5 0 ' L R30.00' R30.00'47284728.504727.50472 6 472 6 . 5 0 4727 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-DETAILS-INTERSECTIONS.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA TEMPORARY ACCESS TURN-AROUND 6787.003 24 D-8 MEE 11/30/2022 1 REVISED TEMP ACCESS DIMENSIONS 03/02/2023 CPK MATT EKSTROM 10853 8/15/2023 BRIARWOOD LANE ALLEY 1A 1 TEMPORARY TURN-AROUND ACCESS 20 4010200 SCALE IN FEET TEMPORARY TURN-AROUND ACCESS ROAD 3 D-1 FUTURE PUBLIC ROAD EXTENSION FUTURE PUBLIC ALLEY EXTENSION RECORD DRAWING 15SD15SD15SD8.00'20.00' (TYP.) 9.00' (TYP.) 3.00' 2.00'1.00' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-SIGN AND STRIPE.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/06/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA SIGNING AND STRIPING 6787.003 25 ST-1 CPK MEE 11/30/2022 1 ADDRESS CITY COMMENTS 02/07/2023 CPK MATT EKSTROM 10853 8/15/2023 HARVEST PARKWAY DAYSPRING AVEBRIARWOOD LANE WILDWOOD LANE TOUCHSTONE DRIVE ALLEY 1A ALLEY 1B40 8020400 SCALE IN FEET R7-1R W11-2 W16-7pR7-1 TIMEANYPARKINGNO TIMEANYPARKINGNO OM1-1 FLOURESCENT YELLOW GREEN SIGNING AND STRIPING NOTES 1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY. 2.ALL CURB RADII AND CURB BULBS ARE TO PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGH PEDESTRIAN RAMPS, ALLEY APPROACHES OR DRIVEWAYS. 3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS AND MEDIANS. 4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS. 1 R7-1L TIMEANYPARKINGNO STOP R2-1TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKING NOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNODayspring AveTouchstone DrDayspring AveTouchstone DrSTOPDayspring AveTouchstone DrDayspring AveTouchstone Dr STOP Briarwood LnDayspring AveBriarwood Ln Dayspring AveSTOPDayspring AveHarvest PkwyDayspring AveHarvest PkwySTOPWildwood LnDayspring AveWildwood Ln Dayspring AveSTOPTHERMOPLASTIC SHARKS TEETH YELLOW EPOXY CURB PAINT (TYP.) PARKING STALLS 4" YELLOW EPOXY (TYP.) 1 1TIMEANYPARKINGNO TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNORECORD DRAWING VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/17/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL NOTES 6787.003 26 E-1 JLG JLG RMP NOV., 2022 RPM NOV., 2022 1 REMOVED LIGHTS 02/07/2023 CPK ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 2/E0.3. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. 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 HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 4' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. PROJECT NOTES NOTE: THIS PANEL IS EXISTING TO REMAIN (PROVIDED UNDER A PREVIOUS PHASE) AND ITS PANEL SCHEDULE IS SHOWN FOR REFERENCE ONLY. FOR NEW STREET LIGHTING CIRCUIT, USE AN EXISTING SPARE 20A-2P BREAKER WITHIN PANEL. RECORD DRAWING RYAN MARONEY 60006 8/15/2023 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/17/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL DETAILS 6787.003 27 E-2 JLG JLG RPM NOV., 2022 RPM NOV., 2022 1 REMOVED LIGHTS 02/07/2023 CPK REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM 2'-0" 2'-0" MIN. 30' MAST ARM TYPE E2 - 6FT FINISHED GRADE SIDEWALK OR CURB POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES****** SEE SCHEDULE PROVIDE 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. PROVIDE CLOSED CIRCUILAR TIES OR 6" OVERLAP. * ** *** **** ***** ****** FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"0"24" Ø (6) # 6 ****#3 AT 12" O.C. BOLT COUPLING (BREAKAWAY TYPE) BREAKAWAY BOLT COUPLING BOLT COVER BREAKAWAY BOLT COUPLING (ONE OF FOUR) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) TYPE E2 LUMINAIRE (TYP) LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS LUMENS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E2 45W LED 3,580 FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON 30FT ROUND TAPERED STEEL POLE WITH 6FT ARM. MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS. PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. PROVIDE ARM AND POLE PER CITY OF BOZEMAN STANDARDS. LUMINAIRE SELECTION AND PLACMENT IS BASED ON NEW DRAFT STANDARD FOR OUTPUT. PHILIPS RFS-45W-16LED-2.7K-G2-R2M-UNV- FAWS-DMG-RCD7-HS POLE/ 240 TYPE I MINIMUM INSIDE DIMENSIONS W = 12 INCHES L = 18 INCHES D = 12 INCHES PULL BOX COMPOSITE 1" CLEAN STONE DRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERS CONDUIT IN PLACE AS REQUIRED. ELECTRICAL BOND, NO.6 AWG PROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRES NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. CITY LIGHTING HOLD DOWN BOLTS PULL BOX DETAIL NOTES: 1.WIDTH: MINIMUM 6" 2.WHERE POSSIBLE PUSH CONDUIT UNDER SIDEWALKS AND DRIVES TO AVOID EXCAVATION. 3.CONTRACTOR MAY USE BORING MACHINE IN LIEU OF TRENCHING WHERE CONDITIONS PERMIT. EQUIPMENT AND CONDUIT SHALL BE PRE-APPROVED BY ARCHITECT/ENGINEER. RESURFACE TO MATCH EXISTING. PROVIDE NEW CONCRETE, ASPHALT, SEED, OR EXISTING SOD AS REQUIRED. SEE CIVIL & LANDSCAPE FOR MATERIAL AND INSTALLATION REQUIREMENTS. SAND OR CLEAN SOIL CONDUIT(S) AND WIRE COMPACTED BACKFILL WARNING TAPE UNDISTURBED EARTH WIDTH 2"4"24" MIN.CONDUIT TRENCH DETAIL RECORD DRAWING RYAN MARONEY 60006 8/15/2023 R20.0000 21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21SHH HH HH HH HH HH HH M HH HH HH HH HH HH HH PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. E2 M2-5,7 E2 M2-5,7 E2 M2-5,7 1 1 1 2 M2 3 EXISTING 2" CONDUIT EXISTING 2" CONDUIT EXISTING 2" CONDUIT VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/17/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL PLAN- SOUTH 6787.003 28 E-3 JLG JLG RPM NOV., 2022 RPM NOV., 2022 1 REMOVED LIGHTS 02/07/2023 CPK MATCH LINE SHEET E-4 COTTONWOOD ROADHARVEST PARKWAY TWIN LAKES AVEDAYSPRING AVEBRIARWOOD LANE ALLEY 1A ALLEY 1B30 6015300 SCALE IN FEET 1 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. MINIMUM BURY DEPTH SHALL BE 24". KEY NOTES PROVIDE 2#10CU AND 1#10CU GND IN 2"C BETWEEN HAND HOLE AND LUMINAIRE. EXISTING METER EQUIPMENT M2. EC SHALL PULL NEW CIRCUIT CONSISTING OF 2#10 CU, 1#10 CU GND THROUGH EXISTING CONDUIT AND HANDHOLES AS SHOWN. EXISTING HANDHOLE. EC TO PROVIDE NEW CONDUIT FROM THIS POINT AS SHOWN. 2 3 RECORD DRAWING RYAN MARONEY 60006 8/15/2023 HH HH HH HH HH PROVIDE 2#10 CU, 1#10 CU GND IN 2" CONDUIT. TYPICAL OF ALL CONDUIT RUNS U.O.N. E2 M2-5,7 E2 M2-5,7 E2 M2-5,7 1 1 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2023engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6787\003-PH1-DESIGN+MASSGRADING\ACAD\SHEETS\RECORD\6787.003-ELECTRICAL.DWGREVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net PLOTTED BY:COOPER KRAUSE ON Oct/17/2023 NORTHWEST CROSSING SUBDIVISION PHASE 2.1 INFRASTRUCTURE IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL PLAN- NORTH 6787.003 29 E-4 JLG JLG RPM NOV., 2022 RPM NOV., 2022 1 REMOVED LIGHTS 02/07/2023 CPK COTTONWOOD ROADDAYSPRING AVEWILDWOOD LANE TOUCHSTONE DRIVE ALLEY 1B30 6015300 SCALE IN FEET MATCH LINE SHEET E-3 1 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. MINIMUM BURY DEPTH SHALL BE 24". 3.CONDUIT SHALL TYPICALLY BE PLACED 2 FEET FROM BACK OF CURB PER CITY STANDARDS. KEY NOTES PROVIDE 2#10CU AND 1#10CU GND IN 2"C BETWEEN HAND HOLE AND LUMINAIRE RECORD DRAWING RYAN MARONEY 60006 8/15/2023