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Home My WebLink About42_C 4.9 VALLEY COMMONS DR. STORM (CONT.)481248244836484848124824483648484827.724+004827.94828.024+504828.14828.225+004828.44828.34824.5825+504828.24824.70 4828.2 4825.0826+004828.4 4825.26 4828.6 4825.4526+504828.7 4825.64 4828.9 4825.8227+004829.1 4826.01 4829.3 4826.2427+504829.5 4826.47 4829.7 4826.7028+004829.9 4826.93 4830.1 4827.1528+504830.4 4830.929+004829.5 4828.429+50STA. 28+73.408" DIA. WATER MAIN PIPEINV. ELEV.= 4823.55MH-2C - 48" MANHOLESTA. 25+44.52 (11.41' R)RIM ELEV = 4829.15E 18" DIA. INV IN = 4824.55N 18" DIA. INV OUT = 4824.55SDI-1C1 - TYPE 2STA. 25+84.49 (11.53' R)RIM ELEV = 4827.77N 15" DIA. INV IN = 4825.00E 15" DIA. INV IN = 4825.00 W 18" DIA. INV OUT = 4824.75 SDI-1C2 - TYPE 2 STA. 25+89.70 (11.55' R) RIM ELEV = 4827.74 E 15" DIA. INV IN = 4825.00 W 15" DIA. INV OUT = 4825.00 SDI-13C - TYPE 2 STA. 27+23.46 (11.50' R) RIM ELEV = 4828.75 E 15" DIA. INV IN = 4826.00 W 15" DIA. INV OUT = 4826.00 MH-1C - 48" MANHOLE STA. 28+66.00 (11.02' R) RIM ELEV = 4830.02 S 15" DIA. INV IN = 4827.30 W 15" DIA. INV OUT = 4827.3015" DIA. Reinforced Concrete PipeL=139.55 S=0.93%15" DIA. Reinforced Concrete PipeL=131.77 S=0.76%15" DIA. Reinforced Concrete PipeL=3.21 S=0.00%18" DIA. Reinforced Concrete PipeL=36.98 S=0.54%8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSS8''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''W8''W8''W2''W4''WHYD6''W HYDGASGASTV TV24+0025+0026+0027+0028+0029+0029+50STSTSTSTSTSTSTSTST STSTSTSTSTST STMH-2CSDI-1C1SDI-1C2SDI-2C - TYPE 2STA. 25+86.08 (-11.44' L)RIM ELEV = 4827.77S 15" DIA. INV OUT = 4825.15SDI-13CMH-1CSDI-12C - 24" X 36" RECT SDISTA. 28+65.99 (45.87' R)RIM ELEV = 4830.36E 12" DIA. INV IN = 4827.62N 15" DIA. INV OUT = 4827.62SDI-11C - 24" X 36" RECT SDISTA. 28+88.98 (46.56' R)RIM ELEV = 4830.36W 12" DIA. INV OUT = 4827.8215" DIA. Reinforced Concrete Pipe L=20.04' S=0.65%INV. OUT = 4825.00'12" DIA. Reinforced Concrete Pipe L=20.01' S=0.87%INV. OUT = 4827.62'15" DIA. Reinforced Concrete Pipe L=31.87' S=0.93%INV. OUT = 4827.30'0'20'40'60'VALLEY COMMONS DR. STORM (CONT.)STA. 25+00 TO STA. 29+00C4.9AS NOTEDVALLEY COMMONS DR.STORM (CONT.)MALHEC Nov 21, 2023 - 1:09pmCAD 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 BETTY LANE WATER LILY DRIVE VALLEY COMMONS DRIVESCALE1" = 20' HORIZ.1" = 5' VERT.FINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)S.H.G.W.