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07_C 2.2_WATER LILY DRIVE SEWER P & P
48054810482048304840480548104820483048400+004817.81+004818.64819.52+004820.34821.24812.983+004821.94813.464822.74813.944+004823.54814.424824.2 4814.905+004825.0 4815.61 4825.8 4816.226+004826.5 4816.83 4827.3 4817.447+004828.1 4818.05 4828.9 4818.868+004829.7 4819.46 4830.7 4820.079+004832.0 4833.410+004834.6 4835.511+004836.7 4837.212+0013+0014+00STA. (5.33' R)S 8" DIA. INV IN = 4812.83W 8" DIA. INV IN = 4812.83E 8" DIA. INV OUT = 4812.63MH-5STA. 2+89.27 (-5.50' L)RIM ELEV = 4820.8325+33.058" DIA. SDR35 PVC L=246.06' S=0.97%MH-7 STA. 5+37.33 (-5.50' L) RIM ELEV = 4824.65 S 8" DIA. INV IN = 4815.42 N 8" DIA. INV OUT = 4815.21 STA. (5.33' R) S 8" DIA. INV IN = 4818.11 E 8" DIA. INV IN = 4818.11 W 8" DIA. INV IN = 4818.11 N 8" DIA. INV OUT = 4817.91 MH-8 STA. 7+90.90 (-5.50' L) RIM ELEV = 4828.55 25+33.52 MH-9 STA. 9+43.60 (-5.50' L) RIM ELEV = 4831.69 E 8" DIA. INV IN = 4820.80 N 8" DIA. INV OUT = 4820.60STA. 7+80.068" DIA. WATER MAIN PIPEINV. ELEV.= 4820.75INSTALL 655 LF OF 8" DIASDR35 PVC SEWER MAINSTA. 9+54.608" DIA. WATER MAIN PIPEINV. ELEV.= 4824.108" DIA. SDR35 PVC L=251.57' S=0.99%8" DIA. SDR35 PVC L=150.70' S=1.65%STA. 1+04.2015" DIA. RCPINV. ELEV.= 4815.40STA. 2+98.4815" DIA. RCPINV. ELEV.= 4816.11STA. 2+49.92FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4817.23STA. 3+19.62FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4817.72STA. 8+26.18FOUR 12" DIA. UTILITY CULVERTSINV. ELEV.= 4825.2518" MIN.(TYP.)>>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 8''S 8''S SSSS8''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 10''W WAT WAT WAT WAT WAT WAT WAT HYD ST STSTSTSTST ST ST STSTSTSTSTSTPARK G BLOCK 9 LOT 2BLOCK 9LOT 1BLOCK 10 LOT 4 BLOCK 12 LOT 1 BLOCK 13 OPEN SPACE G BLOCK 13 FO8''W8''W8''S8''SSFO FO FO FO FO FO FO FO FO FO G A S G A S GA S GA S G A S GASGAS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO TV TVTVTVTVTV UGP UGPUGPUGPUGP FO 10''W12+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+00MH-9MH-8MH-7MH-5MH-6STA. 9+43.608" DIA. SDR35 PVCL=42.50' S=0.40%END INV. = 4820.97'INSTALL 8" END CAP6" SVC @ STA.5+87.31' (-48')0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.WATER LILY DRIVE SEWER P & PSTA. 0+00 TO STA. 14+00HEC Nov 20, 2023 - 9:08pmCAD 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 YC2.2AS NOTEDWATER LILY DRIVESEWER P & PBMFINISHED GRND ELEV. @ ℄ PIPE INV. ELEV. COMPETITION DRIVE VALLEY COMMONS DRIVE WATER LILY DRIVEHUFFINE LANE