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25_C 3.9_VALLEY COMMONS DRIVE WATER P & P
47954800481048204830479548004810482048300+004812.904820.74812.921+004821.24812.944821.44812.972+004821.74812.994821.94813.013+004822.24813.034822.44813.054+004822.64813.074822.9 4813.325+004823.1 4813.91 4823.4 4814.506+004823.6 4815.09 4823.8 4815.697+004824.1 4816.23 4824.3 4816.488+004824.6 4816.71 4824.8 4816.939+004825.0 4817.16 4825.3 4817.3910+004825.5 4817.60 4825.8 4817.8111+004826.0 4818.02 4826.2 4818.2212+004826.5 4818.43 4826.7 4818.5813+004827.4 4818.46 4826.7 4818.3514+007.5'HYD.STA. 7+21.27 (-11.00') INSTALL 8" DIA. GV W/ MJ RESTRAINTS & VB INV. ELEV.= 4815.93 STA. 7+81.32 (-11.00') INSTALL 8" DIA. GV W/ MJ RESTRAINTS & VB INV. ELEV.= 4816.39 STA. 7+16.24 (-11.00) INSTALL 8" X 6" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4815.87 STA. 7+45.77 (-11.00) INSTALL 8"8" INV. ELEV.= 4816.21 STA. 4+80.38 (-11.00)INSTALL 8"8" INV. ELEV.= 4813.09 STA. 10+24.34 (-11.00) INSTALL 8"8" INV. ELEV.= 4817.50 INSTALL 1161 LF OF 8" DIA. CLASS 51 DI.V-BIO ENCASED WATER MAINSTA. 0+39.34 (-11.00')INSTALL 8" END CAPW/ MJ RESTRAINTS W/ 2" BLOWOFFINV ELEV. = 4812.90'STA. 1+04.37 (-11.00)INSTALL 8"8"INV. ELEV.= 4812.92 STA. 1+31.2324" DIA. RCPINV. ELEV.= 4815.72STA. 1+50.1315" DIA. RCPINV. ELEV.= 4816.74STA. 7+88.0915" DIA. RCPINV. ELEV.= 4819.818''S8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''SSSSSSSST ST ST ST STST STSTSTSTSTSTSTSTSTSTST ST ST ST ST BLOCK 2PARK DBLOCK 2PARK CBLOCK 3LOT 1BLOCK 3PARK EBLOCK 4PARK BBLOCK 20+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00STA.7+16.04 (-21.50)'INSTALL HYDRANTPER DET. 53/C3.15BURY LINE ELEV. 4823.37'8" DIA. CLASS 51 DI WATER MAINL=48.12' S=-0.00% INV. ELEV. = 4813.09'8" DIA. CLASS 51 DI WATER MAINL=48.13' S=-0.00% INV. ELEV. = 4817.50'1" SVC @ STA.1+47.70' (38')STA. 4+80.38 (38.00')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VB& 2" BLOW OFFINV. ELEV.= 4813.09STA. 10+24.34 (38.00')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VB& 2" BLOW OFFINV. ELEV.= 4817.5012''W12''W12''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''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''WHYD8''W8''W8''W8''W8''W8''W8''W 8''W 8''WHYDHYD0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.VALLEY COMMONS DRIVE WATER P & PSTA. 0+00 TO STA. 14+00 HEC Nov 20, 2023 - 9:16pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\3. WATER.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 YC3.9AS NOTEDVALLEY COMMONSDRIVE WATER P & PBMFINISHED GRND. ELEV. @ â„„PIPE INV. ELEV.SOUTH ELDORADO AVE. SOUTH RELIANCE AVE. SOUTH LAUREL PARKWAY MATCH LINE SHEET C3.10 MATCH LINE SHEET C3.9 MATCH LINE SHEET C3.10 MATCH LINE SHEET C3.9INSTALL 6 LF OF 1" INSULATION(PER DETAIL 57/C3.15)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 57/C3.15)