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HomeMy WebLinkAbout04 EXIST 1 NWX RELEVANT INFRASTRUCTURE PLANS8W8W8W8W8W 8W 8W 8W W W W W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8WES ES ES ES ES ESDYHDYHDYH DYHDYH ISISSSSSSSSSSSSSSTWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVEWEWEWEWEWEWEWEWEWESESESESESESESESESESESDESDESDESDESDESEWESES ES ES ES ES ES ES ESEW EWEWEWEWEWEWEWEWEWEWEW EWEWEW EEPWVCOCOESDESDESDESDESDESDESDESDESDESDDYHDWVWVWVEWEWEWESDESD9.40'10.60'9.40'R1370.00'300.50'280.50'R1997.50'R1197.50'10.00'10.00'R7966.61'8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 12S12S12S12S12S12S12S12S8S 8S8S8S8S8S8S8S8S8S 12S 12S 12S 12S 12S12S12S12S12S12S12S 12S12S12S12S12S21S 21S 21S 21S21S8S8S8S8SDDSDSDSDSDDDSDSDSDSDSDSDDSDSDSDSDDDSDSDSDSDSDD4745.67DDDSD SDSDSD SD SD SDSDSDSDSDSD SDDDDDDDDSDDD SDSDSDSDSDSD7.0012.0013.0016.5010.006.008.00VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\FRONTENDSHEETS\G-1.DWG PLOTTED BY:LEE HAGEMAN ON Jul/12/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANAVISUAL SHEET INDEX5659.0061G-1LRHLRHMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 2021 COTTONWOOD ROAD (FUTURE)HARVEST PARKWAYROSA WAYWELLSPRING DRIVETWIN LAKES AVENUEWEST OAK STR-1 ↔ R-2SS-1 ↔ SS-2W-1 ↔ W-2SHEETSR-5 ↔ R-6SS-5 ↔ SS-6W-5 ↔ W-6SHEETSR-7 ↔ R-8SS-7 ↔ SS-8W-7 ↔ W-8SHEETSR-3 ↔ R-4SS-3 ↔ SS-4W-3 ↔ W-4SHEETSR-9 ↔ R-11ST-1E-3SHEETS100200501000SCALE IN FEETDAYSPRING AVENUE05/04/2021SHEET D-10INTERSECTIONGRADING DETAILSSHEET D-11INTERSECTIONGRADING DETAILSSHEET D-12INTERSECTIONGRADING DETAILSSHEET D-13INTERSECTIONGRADING DETAILSSHEET D-14INTERSECTIONGRADING DETAILSSHEET D-15INTERSECTIONGRADING DETAILSSHEET D-6SHEET D-8INTERSECTIONGRADING DETAILSBAXTER DITCHSS-10 ↔ SS-12SHEETSSS-9W-9 ↔ W-10SHEETSDAYSPRING AVENUEDEWATERING SYSTEMSHEET D-7SHEET D-15INTERSECTIONGRADING DETAILS 7+008+009+0010+0011+0012+0013+0014+0016+0017+00/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////E30SD E15SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE21SDE21SDE21SDE21SDE21SDE21SDE21SDE21SDE21SDE21SDE21SDM6.75'12.00'12.00'12.00'STA 7+81.2 - 30.1' RTBEGIN 4" DOUBLE YELLOWSTA 9+51.60 - 16.16' RTPI- DOUBLE YELLOWSTA 9+51.31 - 26.68' RTBEGIN 4" WHITE9:15 SKIP STRIPESTA 8+17.67 - 38.69' RTBEGIN 4" SOLID WHITESTA 14+48.82BEGIN 4" WHITE SOLIDBEGIN 4" WHITE (9:15) SKIPSTA 14+66.6MOUNTED ON LUMINAIRESTA 8+31.8STA 13+85.97END 4" SOLIDEND 8" WHITESTA 10+75.22 - 6.38' RTEND 4" DOUBLE YELLOWSTA 14+53.48BEGIN 4" WHITEBEGIN 8" WHITE THERMOPLASTICSTA 8+30.3(CENTER OF SYMBOLS)STA 15+53.2STA 14+88.8STA 13+53.8- 26.7' RTEND 4" SKIPSTA 13+67.2 - 8.9' RT(CENTER OF SYMBOLS)STA 15+04.9(CENTER OF SYMBOLS)STA 14+65.3 - 41.7' RT(CENTER OF SYMBOLS)STA 13+74.8EXISTING R7-1MOUNTED ON LUMINAIREINSTALL NEW R1-5STA 15+17.8END 8" WHITEBEGIN 4" WHITE SKIP (9:15)STA 13+53.8 - 14.7' RTBEGIN 8" WHITE17+0018+0019+0020+0022+0023+0024+0025+0026+0027+0028+00///////////////////////////// / /// /// /// /// // / // / ////// // / /// // / / / ///////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////// //////////// /// //////////////////////////////// /////////////E21S E21S E21S E21S E21S E21S E21S E21S E21SE16W E16WE16WE16WE16WE12W E12W E16W E16W E16W E16WE6WE30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE15SDE21SDE21SDE21SDE21SDE21SDE21SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SDE18SD E18SDE18SDE18SD E18SD E18SD E18SD E12SDE12SDE15SDE15SD E15SD E15SDSTA 24+06.9STA 19+36.4STA 20+31.6 - 26.6' RTBEGIN 4" WHITE SKIP (9:15)STA 19+50.02- -38.5' LTEND 4" SOLIDSTA 20+22.21BEGIN 4" SOLID WHITEBEGIN 8" WHITE THERMOPLASTICSTA 24+33.6 - 20.1' LTEND 4" SKIPBEGIN 4" SOLIDSTA 25+38.7MATCH EXISTING 4" SOLIDSTA 23+79.4 - 23.1' RTEND 4" WHITE SKIPMATCH EXISTING SOLID WHITESTA 20+59.1STA 24+56.0STA 18+47.8END 4" SKIPBEGIN 8" WHITESTA 18+59.6 - 8.7' RT(CENTER OF SYMBOLS)STA 20+73.8 - 9.2' LT(CENTER OF SYMBOLS)STA 19+36.5 - 41.1' LT(CENTER OF SYMBOLS)STA 20+86.7 - 26.4' LTEND 8" WHITEBEGIN 4" SKIP (9:15)STA 24+05.9 - 36.6' LT(CENTER OF SYMBOLS)STA 19+54.0WHITE SHARKS TEETH (TYP.)STA 19+52.25END 4" SOLIDEND 8" WHITESTA 20+17.8 - 39.5' RTBEGIN 4" SOLID WHITESTA 19+37.5 - 26.5' LTEND WHITE SKIP STRIPESTA 20+98.63.00'2.00'1.00'2.00'2.00'8.00'8.00'8.00'8.00'6.00'6.00'6.00'WEST OAK STREET2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\ROADS\5659006_SIGN+STRIPE.DWG PLOTTED BY:LEE HAGEMAN ON Jul/09/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANASIGNING AND STRIPING DETAILS - W. OAKSTREET5659.00614ST-1CPKCPKMEE7/09/2021 2COB REVIEW #206/10/2021CPK CONSTRUCTION DRAWINGS JULY 2021408020400SCALE IN FEETR7-1LR7-1RW11-2W16-7pR7-1TIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOSTOPR2-1OM1-1FLOURESCENTYELLOWGREENWEST OAK STREETMATCH LINE SEE THIS SHEET MATCH LINESEE THIS SHEET ROSA WAY TWIN LAKES AVENUE BIKE LANEPRIGHTLANEMUSTTURNRIGHTBIKE LANEP BIKE LANE P West Oak StTwin Lakes AveWest Oak StTwin Lakes AveSTOP BIKE LANEWest Oak StRosa WayWest Oak StRosa WaySTOP TIMEANYPARKINGNOTIMEANYPARKINGNO TIMEANYPARKINGNO RIGHT LANE MUST TURNRIGHTTIMEANYPARKINGNOSIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER,WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE.ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII AND CURB BULBS ARE TO PAINTED WITH YELLOW EPOXY. ALL MEDIANCURB IS TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGHPEDESTRIAN RAMPS.3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS ANDMEDIANS.4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS.LEGENDPROPOSED ASPHALT PAVEMENT SURFACEEXISTING ASPHALT PAVEMENT SURFACEYIELDHERETOR1-5R3-7RR3-17R8-3R3-17bENDSBIKE LANE ENDSYELLOW FLEXIBLE DELINEATORS SPACED50' APART ALONG TAPER SECTIONYELLOWFLEXIBLEDELINEATORTEMPORARY TAPER24" YELLOW EPOXY30° AND 25FT SPACINGEXISTING DOUBLE YELLOWSTRIPE TO BE OBLITERATED± 400 LF05/04/2021REMOVE EXISTINGR4-7A SIGN AND POST.RELOCATE SIGN TO STA 7+37STA 7+37EXISTING R7-1INSTALL EXISTINGR4-7A RELOCATEDFROM STA 23+50EXISTING R7-1MOUNTED ON LUMINAIREEXISTING R7-1EXISTINGR7-1 AND R2-1MOUNTED ON LUMINAIREEXISTING R7-1EXISTING R7-9EXISTINGS1-1 & S4-3PEXISTINGW2-6 &W13-1EXISTINGR3-8YIELD HERE TO REMOVEEXISTING W6-3EXISTINGW3-2PEXISTING WHITE PAVEMENT MARKINGEXISTING YELLOW PAVEMENT MARKINGEXISTING YELLOW PAVEMENT MARKINGTO BE REMOVEDPROPOSED WHITE PAVEMENT MARKINGPROPOSED YELLOW PAVEMENT MARKINGYIELD HERE TORIGHTKEEPR4-7ARIGHTKEEPM6-2D11-1BIKE ROUTEBIKE ROUTEYIELDHERETO YIELDHERETO1234INSTALL IN-LINE WITHSHARKS TEETHPAVEMENT MARKINGS112223244OBLITERATE EXISTING ARROWSOBLITERATE EXISTING ARROWSRELOCATE EXISTING S5-2FROM NORTH SIDE OFEASTBOUND LANES 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDDSDSDSDSDSDSDSDSD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSFIREFIRE WSWSWSFIREWSFIREWSFIRE8W 83.7°78.8°STA 4+14, OFFSET +33.006" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-23+004+005+006+00 7+00 8+00 9+00 10+00STA 5+63, OFFSET +33.006" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-2STA 7+98, OFFSET +32.876" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-2180.0°167.0°SSMH-24STA 4+57.72 29.0' RTSSMH-23STA 5+91.68 5.6' RTSSMH-19STA 9+59.07 5.5' RTSSMH-22STA 8+66.51 5.5' RT15.3'11.0'11.0'SSMH-24.1STA 4+02.37 5.5' RT90.3°472047254730473547404745472047254730473547404745FG-4739.97EG-4738.244+00FG-4740.00EG-4738.53FG-4739.77EG-4738.164+50FG-4739.55EG-4737.58FG-4739.33EG-4737.235+00FG-4739.10EG-4737.00FG-4738.88EG-4736.565+50FG-4738.66EG-4736.10FG-4738.44EG-4735.716+00FG-4738.21 EG-4735.30 FG-4737.99 EG-4734.956+50FG-4737.77 EG-4734.79 FG-4737.55 EG-4734.527+00FG-4737.32 EG-4734.29 FG-4737.10 EG-4734.097+50FG-4736.88 EG-4733.84 FG-4736.65 EG-4733.888+00FG-4736.43 EG-4733.54 FG-4736.21 EG-4733.058+50FG-4736.08 EG-4732.66 FG-4735.94 EG-4732.449+00FG- EG-4732.03 FG- EG-4731.719+50FG- EG-4731.26 FG- EG-4731.1110+00INV-4738.24INV-4738.53INV-4738.16INV-4737.58INV-4737.23INV-4737.00INV-4736.56INV-4736.10INV-4735.71 INV-4735.30 INV-4734.95 INV-4734.79 INV-4734.52 INV-4734.29 INV-4734.09 INV-4733.84 INV-4733.88 INV-4733.54 INV-4733.05 INV-4732.66 INV-4732.44 INV-4732.03 INV-4731.71 INV-4731.26 INV-4731.11 EXISTING GROUNDSURFACE ATROAD CENTERLINEPROPOSED TEMPORARY GROUND SURFACEAT ROAD CENTERLINEPROPOSED WATER MAIN146.42 LF 8" PVC @ 1.00%271.39 LF 8" PVC @ 1.25%89.65 LF 8" PVC @ 1.25%SSMH-22INSTALL NEW 48" Ø MANHOLESTA 8+66.51RIM ELEV=4735.968" INV IN (S) = 4727.518" INV OUT (N) = 4727.31DEPTH = 8.65'SSMH-23INSTALL NEW 48" Ø MANHOLESTA 5+91.68RIM ELEV=4738.348" INV IN (S) = 4731.108" INV OUT (N) = 4730.90DEPTH = 7.44'SSMH-24INSTALL NEW 48" Ø MANHOLESTA 4+57.72RIM ELEV=4738.838" INV IN (W) = 4732.768" INV OUT (N) = 4732.56DEPTH = 6.27'SSMH-19INSTALL NEW 48" Ø MANHOLESTA 9+59.07RIM ELEV=4736.088" INV IN (W) = 4726.198" INV IN (S) = 4726.198" INV OUT (E) = 4725.99DEPTH = 10.10'FINISHED GRADE FOR SITE(EXCLUDING DAYSPRINGTEMPORARY ROAD)STA 4+146" SEWER SERVICE67.97 LF 8" PVC @ 0.50%SSMH-24.1INSTALL NEW 48" Ø MANHOLESTA 4+02.37RIM ELEV=4739.818" INV OUT (E) = 4733.10DEPTH = 6.71'STA 4+64WATER SERVICE CROSSINGSTA 4+67FIRE SERVICE CROSSINGSTA 7+05WATER SERVICE CROSSINGSTA 7+10FIRE SERVICE CROSSING0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060WELLSPRING DRIVELOT 12VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\SEWER\5659006_SS-DAYSPRING-DR.DWG PLOTTED BY:LEE HAGEMAN ON Jul/12/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADAYSPRING AVENUE SEWER IMPROVEMENTSSTA. 4+00 TO 10+005659.00624SS-9DSLRHMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 2021 DAYSPRING AVENUEINSTALL 576 LF 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDING05/04/2021DAYSPRING AVENUELOT 13LOT 10LOT 9LOT 8LOT 7PROPOSED 20' ALL-WEATHERACCESS PER DETAIL3D-2SEE SHEET SS-4PROPOSED 20' ALL-WEATHERACCESS SHOULDER EXTENSION SSWVWVWVWVWVWVWVWVEWESESESEWEWEWEWEWEW8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDDSDDSDSDSDSDSDSDSDSDSDSDSDD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WFIREWSWSWSWSFIRE8W8W8W8W8W8W8W0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+008" 11.25° BENDSTA 6+95.13OFFSET -8.748" CROSSSTA 6+86.52OFFSET -9.608" TEESTA 2+53.75OFFSET -11.008 X 6 TEESTA 2+58.75OFFSET -11.008" 11.25° BEND (MJ X PE)STA 6+85.51OFFSET -9.708" 11.25° BENDSTA 6+64.95OFFSET -7.188" GATE VALVESTA 7+07.54OFFSET -9.678" GATE VALVESTA -0+06.46OFFSET -6.64PIPE TOP = 4735.32CONTRACTOR TO VERIFYLOCATION AND DEPTHVIA POTHOLING8" GATE VALVESTA 0+62.40OFFSET -11.008" GATE VALVESTA 2+77.43OFFSET -11.008" GATE VALVESTA 2+18.43OFFSET -11.00HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 2+58.75OFFSET -22.50BURY = 4738.18DEPTH = 8.5'PIPE JOINT DEFLECTIONSTA 0+05.54, 6.65' LTPIPE JOINT DEFLECTIONSTA 0+57.40, 11.00' LTPIPE JOINT DEFLECTIONSTA 5+90.43, 10.86' LTPIPE JOINT DEFLECTIONSTA 6+41.71, 9.34' LTPIPE JOINT DEFLECTIONSTA 6+61.92, 7.34' LTPIPE JOINT DEFLECTIONSTA 8+36.71, 11.95' LTINSTALL 11.66 LF8" CLASS 51 D.I. WATER PIPE8" TEESTA 3+42.92OFFSET -11.00STA 3+42.928" END CAP & SOLID PLUG CAPPIPE INV = 4726.79STA 1+53, OFFSET +41.002" TYPE "K" COPPER WATER SERVICESTA 4+57, OFFSET +41.002" TYPE "K" COPPER WATER SERVICESTA 1+584" CLASS 51 D.I. FIRE SERVICESTA 4+624" CLASS 51 D.I. FIRE SERVICEAPPROX. STORM DRAIN XINGSTA 0+21.51, 7.99' LTCONNECT TO EXISTING WATER MAINREMOVE EXISTING THRUSTBLOCK AND END CAPCONTRACTOR TO VERIFYLOCATION AND DEPTH (POTHOLE)STA -0+06.46, 6.64' LTSTA 7+98, OFFSET -33.006" CLASS 51 D.I. FIRE SERVICESTA 7+94, OFFSET -33.004" CLASS 51 D.I. WATER SERVICEFLUSHING HYD ASMBLYWITH 2" TYPE "K" COPPER LEADSTA 3+42.92OFFSET -58.01BURY = 4734.4511.9'STA 3+42.928" 22.5° BEND (VERTICAL)PIPE INV = 4728.20STA 3+42.928" 22.5° BEND (VERTICAL)PIPE INV = 4726.744720472547304735474047454720472547304735474047450+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+50EG CL-4742.23EG CL-4740.77EG CL-4739.30EG CL-4738.67EG CL-4738.38EG CL-4738.10EG CL-4737.77EG CL-4737.44EG CL-4737.08EG CL-4736.85EG CL-4736.45 EG CL-4736.09 EG CL-4735.68 EG CL-4735.44 EG CL-4735.24 EG CL-4734.96 EG CL-4734.72 EG CL-4734.34 EG CL-4733.95 EG CL-4733.61 EG CL-4733.60 EG CL-4733.37 EG CL-4733.08 EG CL-4732.74 EG CL-4732.48 EG CL-4732.32 EG CL-4732.03 EG CL-4731.77 EG CL-4731.37 EG CL-4731.15 EG CL-4730.89 EG CL-4730.52 EG CL-4730.28 EG CL-4729.98 EG CL-4729.80 FG CL-4742.68FG CL-4741.93FG CL-4741.24FG CL-4740.83FG CL-4740.43FG CL-4740.02FG CL-4739.61FG CL-4739.21FG CL-4738.80FG CL-4738.57FG CL-4738.35 FG CL-4738.12 FG CL-4737.90 FG CL-4737.67 FG CL-4737.45 FG CL-4737.22 FG CL-4737.00 FG CL-4736.77 FG CL-4736.55 FG CL-4736.32 FG CL-4736.10 FG CL-4735.87 FG CL-4735.65 FG CL-4735.42 FG CL-4735.20 FG CL-4734.92 FG CL-4734.60 FG CL-4734.29 FG CL-4733.98 FG CL-4733.83 FG CL-4733.68 FG CL-4733.53 FG CL-4733.38 FG CL-4733.23 FG CL-4733.08 STORM DRAIN CROSSINGSTA 1+75.00TOP = 4735.14BOT = 4734.12STORM DRAIN CROSSINGSTA 4+94.82TOP = 4732.19BOT = 4731.17STORM DRAIN CROSSINGSTA 7+68.96TOP = 4728.38BOT = 4727.36STA 6+85.518" 11.25° BEND (MJ X PE)PIPE INV = 4724.06STA 6+86.528" CROSSPIPE INV = 4724.05STA 6+95.138" 11.25° BENDPIPE INV = 4724.07STA 6+64.958" 11.25° BENDPIPE INV = 4726.40STA 2+77.438" GATE VALVEPIPE INV = 4728.57STA 2+58.758 X 6 TEEPIPE INV = 4728.68STA 2+53.758" TEEPIPE INV = 4728.71STA 0+62.408" GATE VALVEPIPE INV = 4731.66STA 7+07.548" GATE VALVEPIPE INV = 4724.08HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 2+58.75STA 2+18.438" GATE VALVEPIPE INV = 4728.85INV-4734.42INV-4733.36INV-4732.21INV-4731.44INV-4730.98INV-4730.53INV-4730.08INV-4729.63INV-4729.18INV-4728.82INV-4728.72 INV-4728.58 INV-4728.44 INV-4728.30 INV-4728.16 INV-4728.02 INV-4727.88 INV-4727.74 INV-4727.60 INV-4727.46 INV-4727.32 INV-4727.18 INV-4727.04 INV-4726.90 INV-4726.76 INV-4726.62 INV-4726.48 INV-4725.25 INV-4724.07 INV-4724.10 INV-4724.14 INV-4724.17 INV-4724.20 INV-4724.24 INV-4724.27 PROPOSED FINISHEDGROUND SURFACEAT ROAD CENTERLINEEXISTING GROUNDSURFACE ATROAD CENTERLINEPROPOSED SEWER MAINPROPOSED STORM SEWERSEWER MAIN CROSSINGSTA 3+42.928" TEEPIPE INV = 4728.20STA 1+532" TYPE "K" COPPERWATER SERVICESTA 4+572" TYPE "K" COPPERWATER SERVICESTA 1+584" CLASS 51 D.I. FIRE SERVICESTA 4+624" CLASS 51 D.I. FIRE SERVICEMAINTAIN18" MINEXISTING STORM DRAIN CROSSINGSTA 0+21.39TOP = 4739.75BOT = 4738.21UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER STD DETAILSTA 7+14.25TOP = 4731.40BOT = 4730.30STA 1+75INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5STA 4+95INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5STA 7+69INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5STA 7+944" CLASS 51 D.I. WATER SERVICESTA 7+986" CLASS 51 D.I. FIRE SERVICE0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060WEST OAK STREET WELLSPRING DRIVE TWIN LAKES AVENUELOT 7LOT 14LOT 4LOT 15VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\WATER\5659006_W-TWIN-LAKES-AVE.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANATWIN LAKES AVENUE WATERIMPROVEMENTS STA 0+00 TO 8+505659.00632W-5LRHLRHMEE7/09/2021 1CONSTRUCTION REV.1 - RESOLVE DEWATERING CONFLICT6/28/2021LRH LRH CONSTRUCTION DRAWINGS JULY 2021 TWIN LAKES AVENUEINSTALL 912 LF 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGLOT 13MATCH L I N E SEE SHE E T W-605/04/2021EXISTING 10" D.I. WATER MAINEXISTING 18" STORM SEWERSEE SHEET W-4SEE SHEET W-3SEE SHEET W-9DAYSPRING AVENUESTA -0.06.46CONNECT TO EXISTINGWATER MAIN REMOVEEXISTING THRUSTBLOCK AND END CAPINSTALL GATE VALVEDEWATERING SYSTEM(SEE SHEET D-7)11.0'11.9'DEWATERING SYSTEM X-INGNOTES:1. INSTALL 6" FIRE SERVICE PER COB STD DETAIL02660-13. INSTALL SERVICE STUB TO THE PROPERTYLINE AND TERMINATE WITH A GATE VALVE.2. INSTALL 4" WATER SERVICES PER COB STD DETAIL02260-12. INSTALL SERVICE STUB TO THE PROPERTYLINE AND TERMINATE WITH A GATE VALVE.1 472047254730473547404745472047254730473547404745FG-EG-4736.300+00FG-EG-4736.51FG-EG-4736.440+50FG-EG-4736.42FG-4738.18EG-4736.581+00FG-4738.45 EG-4736.75 FG-4738.72 EG-4736.701+50FG-4738.84 EG-4736.11 FG-4738.97 EG-4735.692+00FG-4739.09 EG-4736.04 FG-4739.22 EG-4736.872+50FG-4739.34 EG-4737.13 FG-4739.47 EG-4737.293+00FG-4739.59 EG-4737.51 FG-4739.72 EG-4737.773+50FG-4739.84 EG-4738.06 FG-4739.97 EG-4738.244+00FG-4740.00 EG-4738.53 FG-4739.77 EG-4738.164+50FG-4739.55 EG-4737.58 FG-4739.33 EG-4737.235+00INV-INV-4728.93INV-4729.31INV-4729.51INV-4729.68 INV-4729.86 INV-4730.03 INV-4730.21 INV-4730.39 INV-4730.56 INV-4730.74 INV-4730.91 INV-4731.09 INV-4731.27 INV-4731.44 INV-4731.62 INV-4731.79 INV-4731.86 INV-4731.73 INV-4731.39 INV-4731.00 EXISTING GROUNDSURFACE ATROAD CENTERLINEPROPOSED TEMPORARYGROUND SURFACEAT ROAD CENTERLINESTA 0+09.668" TEEPIPE INV = 4728.71STA 0+53.658" GATE VALVEPIPE INV = 4729.36STA 4+55.168" 90° BENDPIPE INV = 4731.70UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER STD DETAILSTA 0+58.66TOP = 4735.50BOT = 4734.40STA 3+814" CLASS 51 D.I. WATER SERVICESTA 4+754" CLASS 51 D.I. WATER SERVICESTA 3+766" CLASS 51 D.I. FIRE SERVICESTA 4+756" CLASS 51 D.I. FIRE SERVICESTA 4+15.058 X 6 TEEPIPE INV = 4731.90PROPOSED FUTURE FINISHEDGROUND SURFACEEXCLUDING ALL-WEATHER ACCESSHYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 4+15.05SEWER MAIN CROSSINGSTA 0+20.66TOP = 4731.99BOT = 4731.308S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8SDSDSDSDSDSDSDSDSDSD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W WSFIREWS FIREWSWSFIRE 8W-0+340+001+00 2+00 3+00 4+00 5+008" GATE VALVESTA 0+53.65OFFSET -5.828" 90° BENDSTA 4+55.16OFFSET +10.218" TEESTA 0+09.66OFFSET -5.82STA 4+75, OFFSET +31.756" CLASS 51 D.I. FIRE SERVICESTA 3+76, OFFSET +25.006" CLASS 51 D.I. FIRE SERVICESTA 3+81, OFFSET +33.004" CLASS 51 D.I. WATER SERVICESTA 4+75, OFFSET +41.094" CLASS 51 D.I. WATER SERVICEPIPE JOINT DEFLECTIONSTA 4+43.47, 0.15' RT8 X 6 TEESTA 4+15.05OFFSET -5.828 X 6 TEESTA 4+15.05OFFSET -5.828 X 6 TEESTA 4+15.05OFFSET -5.82HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 4+15.05OFFSET -18.49BURY = 4740.40DEPTH = 8.5'11.2'15.4'11.0'0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\WATER\5659006_W-DAYSPRING-DR.DWG PLOTTED BY:COOPER KRAUSE ON Jul/09/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADAYSPRING AVENUE WATER IMPROVEMENTSSTA. 0+00 TO 5+005659.00636W-9DSLRHMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 202105/04/2021DAYSPRING AVENUEINSTALL 490 LF 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDINGDAYSPRING DRIVETWIN LAKES AVENUE MATCH LINESEE SHEET W-10SEE SHEET W-6PROPOSED 20' ALL-WEATHERACCESS PER DETAIL2D-3LOT 7LOT 13LOT 12LOT 11DEWATERING SYSTEM(SEE SHEET D-7)GRAVEL SHOULDER EXTENSIONFOR ALL-WEATHER ACCESSNOTES:1.INSTALL 6" FIRE SERVICE PER COB STD DETAIL 02660-13. INSTALL SERVICE STUB TO THEPROPERTY LINE AND TERMINATE WITH A GATE VALVE.2. INSTALL 4" WATER SERVICES PER COB STD DETAIL 02260-12. INSTALL SERVICE STUB TOTHE PROPERTY LINE AND TERMINATE WITH A GATE VALVE. 472047254730473547404745472047254730473547404745FG-4739.33EG-4737.235+00FG-4739.10EG-4737.00FG-4738.88EG-4736.565+50FG-4738.66EG-4736.10 FG-4738.44 EG-4735.716+00FG-4738.21 EG-4735.30 FG-4737.99 EG-4734.956+50FG-4737.77 EG-4734.79 FG-4737.55 EG-4734.527+00FG-4737.32 EG-4734.29 FG-4737.10 EG-4734.097+50FG-4736.88 EG-4733.84 FG-4736.65 EG-4733.888+00FG-4736.43 EG-4733.54 FG-4736.21 EG-4733.058+50FG-4736.08 EG-4732.66 FG-4735.94 EG-4732.449+00FG- EG-4732.03 FG- EG-4731.719+50FG- EG-4731.26 FG- EG-4731.1110+00FG- EG-4730.96 FG- EG-4730.6710+50INV-4731.00INV-4730.61INV-4730.21INV-4729.82 INV-4729.45 INV-4729.17 INV-4728.89 INV-4728.61 INV-4728.33 INV-4728.05 INV-4727.77 INV-4727.49 INV-4727.20 INV-4726.92 INV-4726.44 INV-4725.33 INV-4724.23 INV-4723.88 INV-4723.84 INV-4723.84 INV-4724.06 INV- INV-EXISTING GROUNDSURFACE ATROAD CENTERLINEPROPOSED SEWER MAINSTA 5+96.898" GATE VALVEPIPE INV = 4729.48STA 8+44.618" 11.25° BENDPIPE INV = 4726.67STA 9+06.928" 11.25° BENDPIPE INV = 4723.93STA 9+24.828" GATE VALVEPIPE INV = 4723.88PROPOSED FUTUREGROUND SURFACEEXCLUDING TEMPORARYACCESS ROADSTA 7+106" CLASS 51 D.I. FIRE SERVICESTA 7+054" CLASS 51 D.I. WATER SERVICESTA 9+70.128" CROSSPIPE INV = 4723.80STA 9+95.868" GATE VALVEPIPE INV = 4724.02MAINTAIN18" MINPROPOSED TEMPORARYGROUND SURFACEAT ROAD CENTERLINESTA 10+05.868 X 6 TEEPIPE INV = 4724.11HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 10+05.868S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SDDSDSDSDSDSDSDSDSD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WWSFIREFIRE WSWSWSFIREWSFIREWSFIREWSWSWSFIRE8" CROSSSTA 9+70.12OFFSET -11.198" GATE VALVESTA 9+95.86OFFSET -11.188" END CAP ONLYSTA 10+10.60OFFSET -11.178" GATE VALVESTA 9+24.82OFFSET -10.043+004+005+006+00 7+00 8+00 9+00 10+00 11+008" GATE VALVESTA 5+96.89OFFSET -8.668" 11.25° BENDSTA 8+44.61OFFSET -7.718" 11.25° BENDSTA 9+06.92OFFSET -8.25PIPE JOINT DEFLECTIONSTA 8+39.64, 8.56' LTSTA 7+10, OFFSET +24.926" CLASS 51 D.I. FIRE SERVICESTA 7+05, OFFSET +32.924" CLASS 51 D.I. WATER SERVICE11.2'15.4'8 X 6 TEESTA 10+05.86OFFSET -11.17HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 10+05.86OFFSET -18.50BURY = 4735.11DEPTH = 11.0'11.0'11.0'HHHHHHVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\WATER\5659006_W-DAYSPRING-DR.DWG PLOTTED BY:COOPER KRAUSE ON Jul/09/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANADAYSPRING AVENUE WATER IMPROVEMENTSSTA. 5+00 TO 10+505659.00637W-10DSLRHMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 2021 DAYSPRING DRIVEINSTALL 511 LF 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDING05/04/20210VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.533615303060WELLSPRING DRIVEDAYSPRING DRIVEMATCH LINESEE SHEET W-9 SEE SHEET W-4PROPOSED 20' ALL-WEATHERACCESS PER DETAIL2D-3LOT 7LOT 12LOT 11GRAVEL SHOULDER EXTENSIONFOR ALL-WEATHER ACCESSLOT 8LOT 10LOT 9NOTES:1.INSTALL 6" FIRE SERVICE PER COB STD DETAIL 02660-13.INSTALL SERVICE STUB TO THE PROPERTY LINE AND TERMINATEWITH A GATE VALVE.2. INSTALL 4" WATER SERVICES PER COB STD DETAIL 02260-12.INSTALL SERVICE STUB TO THE PROPERTY LINE AND TERMINATEWITH A GATE VALVE. DDDDDESDESDESDESDESDESESLOT 111.09 acs.LOT 131.00 acs.LOT 120.74 acs.E2E1E1E1E2E1E1M1-1,3M1-1,3M1-1,3M1-1,3M1-1,3M1-1,3MHHHHHHHHHHHHHHHHHH1TYPICAL PULL BOX. SEEDETAIL ON E-2.KEY NOTESMETER EQUIPMENT M1. SEE DETAIL ON E-2.GENERAL NOTES1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUITUNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTEDUNDER LANDSCAPED SURFACE.2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITYSTANDARDS.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:LEE HAGEMAN ON Jul/12/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANAELECTRICAL PLAN- WEST OAK STREET5659.00640E-3CPKARGMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 2021408020400SCALE IN FEETWEST OAK STREETTWIN LAKES AVENUE ROSA WAY MATCH LINESEE SHEET E-41PROVIDE #10 CU IN 1"CONDUIT BETWEEN PULL BOXAND LUMINAIRE. TYPICAL OFALL LUMINAIRES.2-#8 CU AND 1-#10 CU GND IN2" CONDUIT. TYPICAL OF ALLCONDUIT RUNS ON THISSHEET. SSWVWVWVWVWVWVWVWVWVEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWEWESESESESESESESESESESESESESESESESESESESESESESESESESESESDESDESDESDESDESDESDESDESDESDESDESDESESEWEWSD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDDSDSDSDSDSDSDSDD-0+50 0+00 0+501+0013+0013+5014+0014+5015+0015+50STA 1+00.00 PC40.20TBC 15.50' LTS T A 1 + 0 0 . 0 0 40 . 2 0 T B C 1 5 . 5 0 ' R TSTA 0+67.5040.80TBC 15.50' LTSTA 0+67.5040.74TBC 15.50' RTSTA 14+49 .48 PC41.10TBC 46 .00 ' LT8.25'9.25'5.00'10.00'5.00'10.00'6.00'7.00'STA 14+42.9840.82RB 46.65' LTSTA 14+47.9840.94RB 45.32' LTSTA 0+61.5040.71RB 14.75' RTSTA 0+61.5040.47RB 14.75' LTSTA 0+61.00 PC40.93TBC 15.50' LTSTA 0+61.00 PC40.86TBC 15.50' RTSTA 0+48.7740.71TBC 21.82' LTSTA 14+52.1141.09TBC 46.00' LTSTA 1 4+ 4 0 . 6 5 4 0 . 9 1 T B C 4 8 . 9 2 ' L T STA 0+51 .4940.93TBC 18 .89 ' RTR15.00'R15.00'47428.99%3.37%2.60 %STA 13+88.48 PC41.36TBC 46.00' LTSTA 14+01.0440.60RB 51.50' LTMSTA 0 + 5 6 . 5 0 40.74 CL STA 13+37.79 PC42.41TBC 14.00' LT STA 13+82.61 PC42.61TBC 5.69' LTSTA 13+81.18 PC43.11TBC 2.05' RTSTA 13+53.77 PC43.21TBC 2.05' RT STA 13+26.51 PI42.41TBC 14.01' LTSTA 13+84.96 HP42.85TBC 0.65' LTSTA 15+01 .33 PC42.12 TBC 1 4 . 0 8 ' RTSTA 14+56.40 PC42.43TBC 5.73' RTSTA 14+54.07 HP42.49TBC 0.67' RTSTA 14+57 .84 PC 4 2 . 3 8 TBC 2 . 0 0 ' L T STA 15+17 .84 P I 4 2 . 0 5 TBC 2 . 0 0 ' L TR4.00'R125.00'R4.00'R125.00'STA 1+00.0040.24CLVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/09/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANAINTERSECTION DETAILS - W. OAK STREET &ROSA WAY5659.00649D-8CPKCPKMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 202110205100SCALE IN FEETW. OAK STREETROSA WAY TBC = TOP BACK CURBPC= POINT OF CURVATURERB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINELP= LOW POINTHP = HIGH POINT05/04/20211-W. OAK STREET & ROSA WAYSCALE: 1" = 10'REMOVE EXISTING PED RAMPAND LAYDOWN CURB.REPLACE WITH FULL-HEIGHTSTANDARD CATCH CURBSPILL CURB (TYP.) 11+5012+0012+5013+00R40.00'12.00'12.00'1.82%0.71%1.03%STA 11 + 36 . 2 2 PC 3 6 . 6 1 TB C 1 6 . 7 6 ' R T STA 11+4 7 . 40 PC 3 6 . 6 3TBC 2 1 . 5 0 ' LT STA 11+55.09 PC36.69TBC 21.50' RTSTA 12+69 .12 ?? ? TBC 2 1 . 5 0 ' LT STA 12+69 .18???TBC 2 1 . 5 0 ' RTSTA 11+66.15 HP36.74TBC 21.50' RTSTA 11+66 .19 HP 3 6 . 6 3TBC 2 1 .50 ' L T STA 12+69.12???CLSD SD SD SD SD SD SD SD SD SD SD0+000+502+50 3+006.00' WIDEVALLEY GUTTERSTA 0+60.6638.21TBC 15.50' LTSTA 0+60 .66 3 8 . 4 2TBC 1 5 . 5 0 ' RTSTA 0+44.3038.35TBC 20.15' RTSTA 0+44.3038.08TBC 20.15' LTSTA 0+52.6637.71RB 14.95' LTSTA 0+52.6637.92RB 14.95' RTSTA 0+47.6637.90RB 16.65' RT STA 0+47.6637.67RB 16.65' LT5.00'5.00'STA 0+41.1637.63FL5.00'5.00'8.55'8.55'R15.00'R15.00'STA 0+41.1637.86FL47384738.50 4737.50 2-WELLSPRING DRIVE & COTTONWOOD ROAD (FUTURE)SCALE: 1" = 10'VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:LEE HAGEMAN ON Jul/09/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierle NORTHWEST CROSSING SUBDIVISION - PHASE 1INFRASTRUCTURE IMPROVEMENTSBOZEMANMONTANAINTERSECTION DETAILS - T.L. AVE & D.S. AVEAND W.S DR & C.W. RD5659.00656D-15LRHCPKMEE7/09/2021 CONSTRUCTION DRAWINGS JULY 2021 TWIN LAKES AVENUE DAYSPRING AVENUE(FUTURE)WELLSPRING DRIVETBC = TOP BACK CURBPC= POINT OF CURVATURERB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINELP= LOW POINTHP = HIGH POINT05/04/2021COTTONWOOD ROAD (FUTURE)1-TWIN LAKES & DAYSPRING AVENUESCALE: 1" = 10'10205100SCALE IN FEETFUTURE SIDEWALK TO BEINSTALLED BY OTHERS INSEPARATE PROJECTEND OF ASPHALTTEMPORARY RETENTION PONDMIN VOLUME = 642 CFTOP ELEV = 4734.71BOTTOM ELEV = 4732.21WEIR ELEV = 4733.71SIDE SLOPES = 4:1 (MAX)TEMPORARY SWALE TORETENTION PONDEND CONSTRUCTION