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HomeMy WebLinkAbout40.1_Baxter Creek Agricultural Water Use Email> STSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTST ST ST ST ST ST ST LOT 1BLOCK 1LOT 1BLOCK 2PARK DBLOCK 2PARK CBLOCK 3LOT 1BLOCK 3LOT 1BLOCK 4PARK EBLOCK 4LOT 1BLOCK 5LOT 1BLOCK 6OPEN SPACE BBLOCK 6LOT 2BLOCK 6LOT 1BLOCK 7PARK FBLOCK 7OPEN SPACE CBLOCK 8LOT 1BLOCK 8PARK GBLOCK 9LOT 1BLOCK 9LOT 2BLOCK 9LOT 1BLOCK 10OPEN SPACE DBLOCK 11LOT 2BLOCK 11LOT 1BLOCK 12LOT 5BLOCK 12LOT 4BLOCK 12OPEN SPACE FBLOCK 12LOT 1BLOCK 13OPEN SPACE GBLOCK 13114372 SQ FT2.63 ACRES46623 SQ FT1.07 ACRES219698 SQ FT5.04 ACRES199824 SQ FT4.59 ACRES82321 SQ FT1.89 ACRES46280 SQ FT1.06 ACRES4660 SQ FT0.11 ACRES49003 SQ FT1.12 ACRES248183 SQ FT5.70 ACRES69951 SQ FT1.61 ACRES81278 SQ FT1.87 ACRES25664 SQ FT0.59 ACRES43836 SQ FT1.01 ACRES39362 SQ FT0.90 ACRES32231 SQ FT0.74 ACRES33736 SQ FT0.77 ACRES124344 SQ FT2.85 ACRES31328 SQ FT0.72 ACRES41668 SQ FT0.96 ACRES207192 SQ FT4.76 ACRES69031 SQ FT1.58 ACRES296759 SQ FT6.81 ACRES25656 SQ FT0.59 ACRES28671 SQ FT0.66 ACRES24548 SQ FT0.56 ACRES10013 SQ FT0.23 ACRES33943 SQ FT0.78 ACRES296572 SQ FT6.81 ACRES44193 SQ FT1.01 ACRESOPEN SPACE ABLOCK 3PARK ABLOCK 1PARK BBLOCK 217048 SQ FT0.39 ACRES21204 SQ FT0.49 ACRES92401 SQ FT2.12 ACRESOPEN SPACE ELOT 1BLOCK 1177443 SQ FT1.78 ACRESOPEN SPACE H97941 SQ FT2.25 ACRESLOT 3BLOCK 12OPEN SPACE IBLOCK 1LOT 2BLOCK 121302 SQ FT0.49 ACRES54992 SQ FT1.26 ACRESOPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES28227 SQ FT0.65 ACRESOPEN SPACE KBLOCK 118''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 10''S 10''S 10''S SSSSSSSSSSSSSSSSSSSSSSS8''S8''S 8'' S 8''S8''S 8'' S 8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W12''W12''W12''W12''W12''W12''W12''W12''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYDHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYDHYDHYDHYDHYDHYD10''W10''W10''W10''W10''WWATWATWATWATWATWATWATWATWATWATWATHYDHYDHYD8''S8''S8''SGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFO8''W8''W8''W8''W8''W8''W8''W8''W8''S8''S8''S 8''WSSSSSHYDHYD8''S 8''S 8''S 8''S 8''S 8''S 8''S8''SSSSSS10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S 8''S 8''S 8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 12''WHYDHYDHYDHYDHYDHYDHYDSHYDHYDHYD8''W8''W8''W8''S8''W8''S8''SSSST STSTSTSSHYDHYDST STFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOTV TV TV UG P UGP GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFO FOFOFOFOGASGASGASGASGASGASGASGASGASGASUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWATWATWATWAT12''W HYD 10''W10''W10''W 8''W 8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W STSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTST ST ST ST ST ST ST 0'120'240'360'C1.0AS NOTEDOVERALL SITE PLANMALHEC Nov 20, 2023 - 3:12pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\1.OVERALL SITE PLAN.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018URBAN + FARM BOZEMAN, MT11.17.2023203430PRELIMINARY 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 2 MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN IG ENE P R E L I M I N A R YPROPOSED 8"WATER MAIN (TYP.)PROPOSED 12" WATER MAINON S. LAUREL PARKWAYPROPOSED 10"SEWER MAINPROPOSED 8"SEWER MAIN (TYP.)PROPOSED GATEVALVE (TYP.)PROPOSED FIREHYDRANT (TYP.)PROPOSED 48" SEWERMANHOLE (TYP.)EXISTING 10" SEWERMAIN (TYP.)EXISTING 12" DRAIN TILEPROPOSED BACK-INPARKING (TYP.)EXISTING 12"WATER MAINEXISTING UNDERGROUNDUTILITIES (TYP.)CONNECT TO 12"WATER MAINCONNECT TO 8"WATER MAIN5' CONCRETESIDEWALK (TYP.)EXISTING PONDCONNECT TO EXISTING8" GATE VALVECONNECT TO EXISTING10" SEWER MAINEXISTING 8" WATERMAIN (TYP.)10' PAVED TRAILVALLEY COMMONS DRIVECOMPETITION DRIVESOUTH ELDORADO AVE.SOUTH RELIANCE AVE. POND LILY DRIVE WATER LILY DRIVE SOUTH LAUREL PARKWAY BETTY LANE PROPOSED TRAILEXISTING 8" SEWERMAIN (TYP.)PROPOSED UNDERGROUNDDETENTION CHAMBERSPROPOSEDDETENTION PONDCONNECT TO EXISTING8" GATE VALVECONNECT TOEXITING MANHOLECONNECT TO EXISTING8" GATE VALVEEXISTINGBUILDINGS (TYP.)BAXTER CREEKADVANCE DRIVE PROPOSEDDETENTION PONDPROPOSEDRETENTION PONDPROPOSED STORMPIPE (TYP.)PROPOSED STORMINLET (TYP.)PROPOSED STORMMANHOLE (TYP.)FALLON STREETHUFFINE LANEPROPOSED LOADING/UNLOADING ZONEPROPOSED PRESSUREREDUCING VALVE1" IRRIGATION SVC(TYP.)8" GATE VALVE &WATER STUB (TYP.)PROPOSED 16" WATERMAIN (TYP.)EXISTING 10" WATERMAIN (TYP.)PROPOSED 144" X 48"OPEN BOTTOM BOXCULVERTREALIGN DITCHEXISTING WELL(TYP.)PROPOSEDRETENTION PONDPROPOSED UTILITYCULVERT LOCATION (TYP.) 8''W8''W8''W8''W8''S8''S8''S8''S8''S 8''S 8''S 8''W8''S8''S8''SSSSSSHYDHYDGASFOFOFOFOFOFOFO48254 8 20 0'50'100'150'C1.0AS NOTEDOVERALL SITE PLANMALHEC Oct 10, 2023 - 3:13pmCAD FILE: M:\203430\Drawings\PHASE 2\STREAM\PRELIMINARY\BAXTER CREEK.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023URBAN + FARM BOZEMAN, MTBAXTER CREEK LLC02/15/2023203430SCHEMATIC DESIGN SET - 22x34 originals BAXTER CREEK SCALESHEET TITLEDESIGN BY11 LONE PEAK DRIVEBIG SKY, MTEXITING BAXTERCREEKBAXTER CREEKPROPOSEDBAXTER CREEKALIGNMENTBAXTER CREEKALIGNMENT TO CONNECTTO EXISTING CULVERTSFUTUREDEVELOPMENTEXISTING GROUNDCONTOURS (TYP.)PROPOSED OPENBOTTOM BOXCULVERT CROSSINGREMOVE EXISTING BERMAND RE-ESTABLISHBAXTER CREEK BENCH1.PROPOSED DITCH ALIGNMENT IS APPROXIMATELY 923 FEET.2.TOTAL CUT = 399 CUBIC YARDS. TOTAL FILL = 433 CUBIC YARDS 4800481048204830484048004810482048304840-2+00-1+004815.74813.450+004814.24814.084813.84814.721+004815.64815.354817.54815.982+004816.24816.564817.2 4817.043+004817.0 4817.48 4818.5 4817.884+004820.0 4818.28 4819.9 4818.685+004820.7 4819.07 4821.1 4819.476+004821.7 4819.87 4822.8 4820.277+004824.0 4820.66 4823.5 4821.068+004823.7 4821.46 4823.8 4821.869+0010+0011+0012+000.79%1.27%0.97%144" X 48"OPEN BTM. CONC. BOX CULVERTL=95.89' S=0.97%8''W 8''W 8''W 8''W 8''W 8''W 8''S8''S8''S8''W 8''W SSHYD0+001+00 2+00 3+004+005+006 + 0 0 7+008+009+ 0 0 9+ 2 3 4830 4 8 2 548204815 0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'BAXTER CREEKSTA. -2+00 TO STA. 12+00C1.1AS NOTEDBAXTER CREEK PLAN& PROFILEMALEXISTING GRND. ELEV. @ ℄ AVG CHANNEL BED ELEV. @ ℄HEC Oct 10, 2023 - 3:13pmCAD FILE: M:\203430\Drawings\PHASE 2\STREAM\PRELIMINARY\BAXTER CREEK.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023URBAN + FARM BOZEMAN, MTBAXTER CREEK LLC02/15/2023203430SCHEMATIC DESIGN SET - 22x34 originals BAXTER CREEK SCALESHEET TITLEDESIGN BY11 LONE PEAK DRIVEBIG SKY, MTCENTERLINECOMPETITION DRIVETOP WIDTH 7'EXISTING GRAVELS(DEPTH VARIES)EXCAVATED FLOODPLAINEXISTINGGROUND~1.0' THICKWETLAND SOD MATTYPICAL RUN SECTIONBOTTOMWIDTH 3'DISTURBED FLOODPLAINTO BE REVEGETATED2-5" SCREENEDCOBBLE2'6.5' MIN. STA 0+504790480048104820483048404790480048104820483048400102030400-10-20-30-40-50-60-70-80-90OFF: 13.85ELEV: 4815.83DaylightOFF: -68.94ELEV: 4816.50Daylight-6:1-6:1STA 1+004790480048104820483048404790480048104820483048400102030400-10-20-30-40-50-60-70-80OFF: 12.83ELEV: 4816.63DaylightOFF: -55.68ELEV: 4816.45Daylight-6:1-6:1STA 1+50479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50-60-70OFF: 15.03ELEV: 4816.90DaylightOFF: -42.45ELEV: 4816.75Daylight-6:1-6:1STA 2+00479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50-60-70-80OFF: 15.21ELEV: 4817.50DaylightOFF: -60.77ELEV: 4816.89Daylight-6:1-6:1STA 3+244790480048104820483048404790480048104820483048400102030400-10-20-30-40-50-60-70OFF: 19.78 ELEV: 4818.03Daylight OFF: -12.22 ELEV: 4819.29Daylight -6:1-6:1STA 3+50479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50-60OFF: 21.21 ELEV: 4818.00Daylight OFF: -11.32 ELEV: 4819.65Daylight -6:1-6:1STA 4+00479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50-60-70OFF: 17.64 ELEV: 4818.99Daylight OFF: -20.60 ELEV: 4818.50Daylight -6:1-6:1STA 4+50479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50-60OFF: 17.26 ELEV: 4819.45Daylight OFF: -16.73 ELEV: 4819.54Daylight -6:1-6:1STA 5+00479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40OFF: 14.87 ELEV: 4820.25Daylight OFF: -13.84 ELEV: 4821.70Daylight -6:16:1STA 5+50479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50OFF: 15.19 ELEV: 4820.59Daylight OFF: -13.95 ELEV: 4820.80Daylight -6:1-6:1STA 6+00479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40OFF: 13.64 ELEV: 4821.25Daylight OFF: -16.37 ELEV: 4822.92Daylight -6:16:1STA 6+50479048004810482048304840485047904800481048204830484048500102030400-10-20-30-40-50OFF: 11.62 ELEV: 4821.98Daylight OFF: -12.88 ELEV: 4821.77Daylight -6:1-6:1STA 7+004800481048204830484048504800481048204830484048500102030400-10-20-30-40-50-60-70OFF: 16.59 ELEV: 4823.75Daylight OFF: -10.91 ELEV: 4822.50Daylight 6:1-6:1STA 7+504800481048204830484048504800481048204830484048500102030400-10-20-30-40-50-60-70OFF: 18.71 ELEV: 4824.50Daylight OFF: -20.21 ELEV: 4824.75Daylight 6:16:1STA 8+004800481048204830484048504800481048204830484048500102030400-10-20-30-40-50-60-70OFF: 17.10 ELEV: 4824.63Daylight OFF: -12.68 ELEV: 4823.00Daylight 6:1-6:1STA 8+504800481048204830484048504800481048204830484048500102030400-10-20-30-40OFF: 13.56 ELEV: 4823.25Daylight OFF: -14.30 ELEV: 4823.13Daylight -6:1-6:1C1.2AS NOTEDBAXTER CREEKSECTIONSMALHEC Oct 10, 2023 - 3:13pmCAD FILE: M:\203430\Drawings\PHASE 2\STREAM\PRELIMINARY\BAXTER CREEK.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252023URBAN + FARM BOZEMAN, MTBAXTER CREEK LLC02/15/2023203430SCHEMATIC DESIGN SET - 22x34 originals BAXTER CREEK SCALESHEET TITLEDESIGN BY11 LONE PEAK DRIVEBIG SKY, MTEXISTINGGROUND (TYP.)PROPOSED STREAMBED (TYP.)WETLAND SODMAT (TYP.) >>10''W10''W10''W10''W10''W10''W 8''W 8''W 4830483548254825HEC Nov 20, 2023 - 3:53pmCAD FILE: M:\203430\Drawings\PHASE 2\STREAM\PRELIMINARY\BILLION DITCH PRELIMINARY.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018URBAN + FARM BOZEMAN, MT11/30/2022203430AGENCY REVIEW SET 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYBAXTER CREEK LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 2 HUFFINE DITCH 0'50'100'150'C1.0AS NOTEDDITCH REALIGNMENTMALVALLEY COMMONSWATER LILYROAD APROPOSED BAXTERCREEK REALIGNMENTPROPOSED DITCHREALIGNMENTEXTEND EXISTING24" CMP CULVERTPROPOSED 36" CMPCULVERT UNDERROAD AEXISTING 24" CMPCULVERTHUFFINE LANEEXISTING BAXTERCREEK ALIGNMENTPROPOSED 10'ASPHALT TRAILCONNECT TOPROPOSED REALIGNEDBAXTER CREEKBAXTER CREEKPROPOSED POND1.PROPOSED DITCH ALIGNMENT IS APPROXIMATELY 1,090 FEET.50' SETBACK.22,611.63 SF, 0.52 AC.50' SETBACK.6929.65 SF, 0.16 AC. 483048350+001+002+003+004+005+006+007+008 + 0 0 9+0048104820483048404850 481048204830484048501.22%0.25%0.25%0.19%-1+000+004827.34827.344827.44827.431+004827.54827.534827.64827.622+004827.74827.724827.84827.813+004827.94827.914828.0 4828.014+004828.1 4828.10 4828.2 4828.205+004828.3 4828.29 4828.4 4828.406+004828.5 4828.53 4828.6 4828.657+004828.8 4828.78 4828.9 4828.908+004829.3 4829.32 4829.9 4829.939+004830.5 4830.54 10+0011+0012+0013+000'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.CONTOUR INTERVAL = 1'DITCH REALIGNMENT PLAN AND PROFILESTA. -1+00 TO STA. 13+00HEC Nov 20, 2023 - 3:53pmCAD FILE: M:\203430\Drawings\PHASE 2\STREAM\PRELIMINARY\BILLION DITCH PRELIMINARY.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018URBAN + FARM BOZEMAN, MT11/30/2022203430AGENCY REVIEW SET 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYBAXTER CREEK LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 2 HUFFINE DITCH C1.1AS NOTEDDITCH REALIGNMENTPLAN & PROFILEMALEXISTING GRND. ELEV. @ ℄ AVG. STREAM BED ELEV. @ ℄ROAD AWATER LILYVALLEY COMMONSDITCH TO CONNECTTO BAXTER CREEKCENTERLINEROAD ACENTERLINEHUFFINE LANEHUFFINETRAILHUFFINETRAILHUFFINETRAILAPPROXIMATE EXTENTOF EXCAVATIONHUFFINE LANE