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HomeMy WebLinkAbout06_C 2.1_COMPETITION DRIVE SEWER P & P48004810482048304840480048104820483048404821.520+504821.621+004821.84822.022+004822.04821.94813.8323+004821.74813.634821.44813.4324+004821.04813.234820.74813.0325+004820.6 4812.63 4820.9 4812.4326+004821.2 4812.23 4821.4 4812.0327+004821.7 4811.83 4822.0 4811.4228+004822.2 4811.22 4822.5 4811.0229+004822.7 4810.82 4823.0 4810.6230+004823.3 4810.22 4823.5 4810.0231+004823.4 4809.82 4822.9 4809.6132+004822.2 4809.36 4821.6 4809.0133+004820.9 4808.81 4820.3 4808.6134+0034+50MH-6STA. 22+58.40 (5.50' R)RIM ELEV = 4821.86N 8" DIA. INV IN = 4814.20E 8" DIA. INV OUT = 4813.92STA. (-5.33' L) S 8" DIA. INV IN = 4812.83 W 8" DIA. INV IN = 4812.83 E 8" DIA. INV OUT = 4812.63 MH-5STA. 25+38.54 (5.50' R) RIM ELEV = 4820.83 2+83.78 MH-4 STA. 27+83.87 (7.71' R) RIM ELEV = 4821.63 W 8" DIA. INV IN = 4811.66 N 8" DIA. INV IN = 4811.66 NE 8" DIA. INV OUT = 4811.47 MH-3 STA. 30+17.31 (-2.34' L) RIM ELEV = 4823.03 SW 8" DIA. INV IN = 4810.55 NE 8" DIA. INV OUT = 4810.35 MH-2 STA. 32+51.00 (-7.98' L) RIM ELEV = 4821.99 SW 8" DIA. INV IN = 4809.41 E 8" DIA. INV OUT = 4809.21STA. 25+27.718" DIA. WATER MAIN PIPEINV. ELEV.= 4810.55MH-1 STA. 34+25.33 (-3.02' L) RIM ELEV = 4821.06 W 8" DIA. INV IN = 4808.51 E 8" DIA. INV OUT = 4808.51 N 8" DIA. INV OUT = 4808.31 INSTALL 1167 LF OF 8" DIASDR35 PVC SEWER MAIN8" DIA. SDR35 PVC L=171.35' S=-0.41%8" DIA. SDR35 PVC L=276.15' S=0.40%8" DIA. SDR35 PVC L=242.27' S=-0.40%8" DIA. SDR35 PVC L=230.64' S=-0.40%8" DIA. SDR35 PVC L=230.64' S=-0.41%STA. 31+39.83144" X 48" OPEN BTMCONC BOX CULVERTINV. ELEV.= 4816.84STA. 25+44.3730" DIA. RCPINV. ELEV.= 4814.74STA. 25+65.8015" DIA. RCPINV. ELEV.= 4816.29STA. 24+93.14FOUR 12" DIA. UTILITY CULVERTSINV. ELEV.= 4816.758''S 8''S 8''S8''S8''S8''SSSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYDSTST ST ST ST STSTSTSTSTSTLOT 1BLOCK 9LOT 2BLOCK 9LOT 1BLOCK 10OPEN SPACE DBLOCK 11LOT 2BLOCK 11LOT 1BLOCK 12LOT 1BLOCK 11LOT 3BLOCK 1228227 SQ FT0.65 ACRES21+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+001+002+003+004+00 8''W8''W8''W8''S8''S8''S8''S 8''S 8''W8''SSSSHYDMH-1MH-5MH-6MH-4MH-3MH-2STA. 22+58.408" DIA. SDR35 PVCL=41.50' S=0.40%END INV. = 4814.37'INSTALL 8" END CAP6" SVC @ STA.26+12.51' (38')6" SVC @ STA.33+93.03' (38')6" SVC @ STA.24+76.97' (38')6" SVC @ STA.22+63.40' (38')1 5 5 °160°STA. 27+83.878" DIA. SDR35 PVCL=53.71' S=0.44%END INV. = 4811.91'INSTALL 8" END CAP0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION DRIVE SEWER P & PSTA. 20+50 TO STA. 34+50HEC Nov 20, 2023 - 9:07pmCAD 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 YC2.1AS NOTEDCOMPETITION DRIVESEWER P & PBMFINISHED GRND. ELEV. @ ℄PIPE INV. ELEV.WATER LILY DRIVE CONTRACTOR TOVERIFY DEPTH &LOCATION OFCONNECTIONCONNECT TOTHE EXISTINGMANHOLECOMPETITION DRIVE