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Home My WebLink About39_C 4.6 VALLEY COMMONS DR. STORM (CONT.)48054810482048304840480548104820483048404825.310+004825.54825.811+004826.04826.212+004826.54826.713+004827.44826.714+004826.54826.215+004826.0 4822.95 4825.8 4822.6916+004825.6 4822.44 4825.4 4822.1917+004825.1 4821.93 4824.9 4821.6818+004825.1 4821.41 4825.3 4821.1519+004825.6 4820.91 4825.8 4820.6920+004826.1 4820.48 4826.3 4821.0921+004826.5 4821.82 4826.8 4822.5522+004827.0 4823.28 4827.323+004827.5 4827.724+00STA. 16+54.028" DIA. SDR 35 PVC PIPEINV. ELEV.= 4818.71STA. 16+96.768" DIA. WATER MAIN PIPEINV. ELEV.= 4817.63STA. 22+23.678" DIA. WATER MAIN PIPEINV. ELEV.= 4817.66SDI-22B - TYPE 2 STA. 15+40.00 (16.50' R) RIM ELEV = 4825.32 E 15" DIA. INV OUT = 4823.00 SDI-23B - TYPE 2 STA. 18+05.21 (16.49' R) RIM ELEV = 4824.63 E 15" DIA. INV IN = 4821.65 W 15" DIA. INV IN = 4821.65 N 12" DIA. INV IN = 4821.65 SDI-24B - TYPE 2 STA. 19+28.03 (16.46' R) RIM ELEV = 4825.24 E 15" DIA. INV IN = 4821.00 W 15" DIA. INV OUT = 4821.00 SDI-5B - TYPE 2 STA. 20+55.85 (16.43' R) RIM ELEV = 4825.88 N 18" DIA. INV IN = 4820.20 E 15" DIA. INV IN = 4820.45 W 15" DIA. INV OUT = 4820.45 SDI-25B - TYPE 2 STA. 22+85.57 (16.50' R) RIM ELEV = 4827.03 W 15" DIA. INV OUT = 4823.8015" DIA. Reinforced Concrete PipeL=227.74 S=1.47%15" DIA. Reinforced Concrete PipeL=125.83 S=-0.44%15" DIA. Reinforced Concrete PipeL=120.82 S=-0.54%15" DIA. Reinforced Concrete PipeL=263.22 S=0.51%PARK EBLOCK 4PARK FBLOCK 7LOT 1BLOCK 8PARK GBLOCK 9124344 SQ FT2.85 ACRES31328 SQ FT0.72 ACRES296759 SQ FT6.81 ACRES25656 SQ FT0.59 ACRES8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S8''S8''S8''SSSSS12''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''W8''W8''W8''WHYDHYDT V 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00STSTSTSTSTSTSTSTSTSTSTSTST ST STSDI-12ASDI-22BSDI-23BSDI-4B - 24" X 36" RECT SDISTA. 18+05.16 (-16.31' L)RIM ELEV = 4824.63S 12" DIA. INV OUT = 4821.80SDI-24BSDI-5BSDI-25B12" DIA. Reinforced Concrete Pipe L=30.30' S=0.46%INV. OUT = 4821.80'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.VALLEY COMMONS DR. STORM (CONT.)STA. 10+00 TO STA. 24+00HEC 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 C4.6AS NOTEDVALLEY COMMONS DR.STORM (CONT.)MALFINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄ SOUTH LAUREL PARKWAY POND LILY DRIVEVALLEY COMMONS 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.