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13_C 2.8_VALLEY COMMONS DRIVE SEWER P & P
480048104820483048404800481048204830484048054810482048304840480548104820483048404821.72+504821.93+004822.24822.44815.674+004822.64815.474822.94815.275+004823.14815.074823.44814.876+004823.64814.674823.84814.477+004824.1 4814.27 4824.38+004824.68+504825.510+504825.811+004826.0 4818.97 4826.2 4818.1812+004826.5 4817.39 4826.7 4816.6013+004827.4 4815.81 4826.7 4816.2014+004826.5 4816.65 4826.2 4817.1115+004826.0 4817.56 4825.8 4818.0216+004825.6 4818.47 4825.417+004825.117+50MH-16STA. 3+57.01 (0.00' )RIM ELEV = 4822.19S 8" DIA. INV IN = 4816.04E 8" DIA. INV OUT = 4815.508" DIA. SDR35 PVC L=396.00' S=0.40%STA. (-5.50' L) W 8" DIA. INV IN = 4813.90 S 8" DIA. INV IN = 4814.24 N 8" DIA. INV OUT = 4814.05 MH-15 STA. 7+57.01 (0.00' ) RIM ELEV = 4824.11 9+86.75 MH-25 STA. 11+26.71 (0.00' ) RIM ELEV = 4825.89 S 8" DIA. INV IN = 4819.54 E 8" DIA. INV OUT = 4819.348" DIA. SDR35 PVC L=222.14' S=1.61%STA. (-12.50' L) W 8" DIA. INV IN = 4815.77 E 8" DIA. INV IN = 4815.92 N 8" DIA. INV OUT = 4815.64 MH-24 STA. 13+52.84 (0.00' ) RIM ELEV = 4827.30 7+87.18 8" DIA. SDR35 PVC L=297.19' S=0.90%MH-26 STA. 16+54.02 (0.00' ) RIM ELEV = 4825.55 S 8" DIA. INV IN = 4818.71 W 8" DIA. INV OUT = 4818.61STA. 13+23.3312" DIA. WATER MAINPIPE INV. ELEV.= 4818.54INSTALL 400 LF OF 8" DIASDR35 PVC SEWER MAININSTALL 528 LF OF 8" DIASDR35 PVC SEWER MAINSTA. 4+80.388" DIA. WATER MAIN PIPEINV. ELEV.= 4813.09STA. 13+71.0924" DIA. RCPINV. ELEV.= 4819.84STA. 16+96.768" DIA. WATER MAIN PIPEINV. ELEV.= 4817.63STA. 12+90.26FOUR 12" DIA. UTILITY CULVERTSINV. ELEV.= 4822.508''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''SSSS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''WHYDSTSTSTST STST ST STPARK DBLOCK 2LOT 1BLOCK 32+003+004+005+006+007+008+00MH-15MH-16STA. 3+57.018" DIA. SDR35 PVCL=36.00' S=0.40%END INV. = 4816.19'INSTALL 8" END CAP8''S8''S8''S8''S8''S 8''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''WHYDSTSTSTSTPARK FBLOCK 711+0012+0013+0014+0015+0016+0017+00MH-24MH-25MH-26MH-23STA. 16+54.028" DIA. SDR35 PVCL=36.00' S=0.40%END INV. = 4818.86'INSTALL 8" END CAP0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT. VALLEY COMMONS DRIVE SEWER P & P VALLEY COMMONS DRIVE SEWER P & P STA. 2+50 TO STA. 8+50 STA. 10+50 TO STA. 17+50HEC Nov 20, 2023 - 9:09pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\2. SEWER.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 YC2.8AS NOTEDVALLEY COMMONSDRIVE SEWER P & PBMFINISHED GRND. ELEV. @ â„„PIPE INV. ELEV. SOUTH RELIANCE AVE. SOUTH LAUREL PARKWAY.VALLEY COMMONS DRIVEVALLEY COMMONS DRIVE