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HomeMy WebLinkAbout43_C 4.10 WATER LILY DRIVE STORM4805481048204830484048054810482048304840-2+00-1+000+004817.81+004818.64815.264819.54815.762+004820.34816.264821.2 4816.943+004821.9 4817.95 4822.7 4818.914+004823.5 4820.23 4824.25+004825.0 4825.86+004826.5 4827.37+004828.1 4828.98+004829.7 4830.79+004832.0 4833.410+004834.6 4835.511+004836.7 4837.212+00STA. 2+78.448" DIA. WATER MAIN PIPEINV. ELEV.= 4810.54STA. 7+80.068" DIA. WATER MAIN PIPEINV. ELEV.= 4820.75STA. 2+89.448" DIA. SDR 35 PVC PIPEINV. ELEV.= 4812.85STA. 7+91.068" DIA. SDR 35 PVC PIPEINV. ELEV.= 4818.13SDI-9C - TYPE 2STA. 1+03.68 (-15.94' L)RIM ELEV = 4817.76W 12" DIA. INV IN = 4814.80S 18" DIA. INV IN = 4814.80E 18" DIA. INV OUT = 4814.80MH-4C - 48" MANHOLESTA. 2+99.12 (-10.75' L)RIM ELEV = 4820.57S 15" DIA. INV IN = 4817.00 W 15" DIA. INV IN = 4817.00 E 15" DIA. INV IN = 4817.00 N 18" DIA. INV OUT = 4816.75 SDI-4C - TYPE 2 STA. 3+26.67 (-11.50' L) RIM ELEV = 4821.04 S 15" DIA. INV IN = 4817.50 N 15" DIA. INV OUT = 4817.50 SDI-16C - 48" MANHOLE STA. 4+44.06 (-11.49' L) RIM ELEV = 4823.17 SE 15" DIA. INV IN = 4820.00 N 15" DIA. INV OUT = 4819.75 MH-C1 - 48" MANHOLE STA. 4+88.37 (-52.65' L) RIM ELEV = 4824.99 E 24" DIA. INV IN = 4821.00 NW 15" DIA. INV OUT = 4821.75 SDI-14C - 60" MANHOLE STA. 5+44.30 (-20.96' L) RIM ELEV = 4824.90 S 18" DIA. INV IN = 4821.30 W 12" DIA. INV IN = 4821.80 E 18" DIA. INV OUT = 4821.30 SDI-3C - TYPE 2 STA. 7+38.01 (-11.50' L) RIM ELEV = 4827.93 S 18" DIA. INV IN = 4824.15 N 18" DIA. INV OUT = 4824.15 MH-2C - 48" MANHOLE STA. 7+96.64 (-11.17' L) RIM ELEV = 4829.15 E 18" DIA. INV IN = 4824.55 N 18" DIA. INV OUT = 4824.5518" DIA. Reinforced Concrete PipeL=192.52 S=-1.01%15" DIA. Reinforced Concrete PipeL=24.09 S=2.08%15" DIA. Reinforced Concrete PipeL=113.92 S=1.98%15" DIA. Reinforced Concrete PipeL=56.53 S=3.10%18" DIA. Reinforced Concrete PipeL=190.47 S=1.50%18" DIA. Reinforced Concrete PipeL=55.64 S=0.72%LOT 2 BLOCK 9 LOT 4 BLOCK 12 LOT 1 BLOCK 13 OPEN SPACE G BLOCK 13 32231 SQ FT 0.74 ACRES 41668 SQ FT 0.96 ACRES 69031 SQ FT 1.58 ACRES 10013 SQ FT 0.23 ACRES>>8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S SSSSS8''S 8''S 8''S 8''S8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''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''WHYD HYD HYD HYD GAS FO8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W8''S8''S8''S8''SSS8''S8''W 8''W 8''W HYD FO FO FO FO FO FO FO FO FO G A S G A S G A S G A S G A S GASGAS FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO TV TVTVTVTVTVUGP UGPUGPUGPUGP FO FO FO FO FO FO FO FO FOWAT 12+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+00ST STSTSTSTST ST ST ST STSTSTSTSTST MH-2CSDI-3CSDI-14CSDI-15C - 24" X 36" RECT SDISTA. 5+45.01 (21.03' R)RIM ELEV = 4824.24E 12" DIA. INV OUT = 4822.05MH-C1SDI-16CSDI-4CSDI-5CMH-4CSDI-7CSDI-6C1SDI-6C2SDI-8C - 24" X 36" RECT SDISTA. 1+04.71 (16.07' R)RIM ELEV = 4817.28E 12" DIA. INV OUT = 4814.95SDI-9C12" DIA. Reinforced Concrete Pipe L=29.01' S=0.47%INV. OUT = 4814.80'12" DIA. Reinforced Concrete Pipe L=38.51' S=0.60%INV. OUT = 4821.80'SDI-2CSDI-1C2SDI-1C10'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.WATER LILY DRIVE STORMSTA. -2+00 TO STA. 12+00HEC Nov 21, 2023 - 1:10pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\4. STORM.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 I G ENE P R E L I M I N A R Y C4.10AS NOTEDWATER LILY DRIVESTORMMALFINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄ COMPETITION DRIVE VALLEY COMMONS DRIVEWATER LILY DRIVEINSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)S.H.G.W.DETENTION BASIN C26,450 CFDETENTION BASIN C18,430 CF