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HomeMy WebLinkAbout09_C 2.4_SOUTH RELIANCE AVE. SEWER P & P4795480048104820483047954800481048204830-2+00-1+000+004813.11+004814.04798.854814.74799.802+004815.34800.744815.9 4801.863+004816.4 4802.76 4817.0 4803.674+004817.6 4804.57 4818.2 4805.665+004818.8 4806.51 4819.3 4807.356+004819.9 4808.20 4820.5 4809.047+004821.1 4810.08 4821.6 4810.928+004822.2 4811.75 4822.8 4812.599+004823.4 4813.42 4823.7 4814.2910+0011+0012+0010" DIA. SDR35 PVC L=215.29' S=1.84%8" DIA. SDR35 PVC L=246.81' S=-1.72%STA. (0.12' R) E 8" DIA. INV IN = 4805.43 W 8" DIA. INV IN = 4805.43 S 8" DIA. INV IN = 4805.40 N 10" DIA. INV OUT = 4805.20 MH-13 STA. 4+85.16 (-5.50' L) RIM ELEV = 4817.84 7+25.05 STA. (0.12' R) W 8" DIA. INV IN = 4813.90 S 8" DIA. INV IN = 4814.24 N 8" DIA. INV OUT = 4814.05 MH-15 STA. 9+86.75 (-5.50' L) RIM ELEV = 4824.11 7+51.51STA. 4+74.048" DIA. WATER MAIN PIPEINV. ELEV.= 4809.68STA. 9+75.638" DIA. WATER MAIN PIPEINV. ELEV.= 4816.24EX MH-4ASTA. 0+75.85 (-6.30' L)RIM ELEV = 4812.39E 10" DIA. INV IN = 4797.45S 10" DIA. INV IN = 4797.45N 10" DIA. INV OUT = 4797.25 INSTALL 887 LF OF 8" DIASDR35 PVC SEWER MAINSTA. 1+14.94 (EXISTING)12" DIA. PVC DRAINTILEINV. ELEV.= 4801.638" DIA. SDR35 PVC L=246.81' S=-1.70%MH-14 STA. 7+35.95 (-5.50' L) RIM ELEV = 4820.74 S 8" DIA. INV IN = 4809.85 E 8" DIA. INV IN = 4809.85 W 8" DIA. INV IN = 4809.85 N 8" DIA. INV OUT = 4809.65 MH-12STA. 2+65.88 (-5.93' L)RIM ELEV = 4815.30S 10" DIA. INV IN = 4801.24E 8" DIA. INV IN = 4801.24 W 8" DIA. INV IN = 4801.24 N 10" DIA. INV OUT = 4801.04STA. 2+76.888" DIA. WATER MAIN PIPEINV. ELEV.= 4807.09STA. 7+10.198" DIA. WATER MAIN PIPEINV. ELEV.= 4812.7610" DIA. SDR35 PVC L=163.75' S=1.91%8" DIA. SDR35 PVC L=36.01' S=-0.42%STA. 5+01.5415" DIA. RCPINV. ELEV.= 4813.04STA. 5+26.6515" DIA. RCPINV. ELEV.= 4813.28STA. 4+51.47FOUR 12" DIA. UTILITY CULVERTSINV. ELEV.= 4813.50STA. 5+19.61FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4814.508''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''S10''S10''S10''S10''S10''S10''SSSSS8''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''W HYD HYD STSTST ST ST ST ST ST ST ST ST STSTSTSTSTSTOPEN SPACE IBLOCK 1 LOT 2BLOCK 1 21302 SQ FT 0.49 ACRES 54992 SQ FT 1.26 ACRES 10+500+001+002+003+004+005+006+007+008+009+0010+0010''S10''S10''S10''S10''S10''S 10''S 10''S 10''S SSSCP 38''S 8''S 8''S 8''S 8''S 8''S 8''S 8''SS S8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''WHYD MH-15MH-13STA. 7+35.958" DIA. SDR35 PVCL=30.50' S=0.40%END INV. = 4809.98'INSTALL 8" END CAPSTA. 7+35.958" DIA. SDR35 PVCL=41.50' S=0.40%END INV. = 4810.02'INSTALL 8" END CAPSTA. 2+65.888" DIA. SDR35 PVCL=30.07' S=0.40%END INV. = 4801.36'INSTALL 8" END CAPSTA. 2+65.888" DIA. SDR35 PVCL=41.93' S=0.40%END INV. = 4801.41'INSTALL 8" END CAPMH-14MH-120'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.SOUTH RELIANCE AVE. SEWER P & PSTA. -2+00 TO STA. 12+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 YC2.4AS NOTEDSOUTH RELIANCE AVE.SEWER P & PBMFINISHED GRND. ELEV. @ ℄ PIPE INV. ELEV. COMPETITION DRIVE VALLEY COMMONS DRIVECONTRACTOR TOVERIFY DEPTH &LOCATION OFCONNECTIONCONNECT TO EXISTING10" SEWER MAINSOUTH RELIANCE AVE.FALLON STREET PROPOSED 8" SEWERMAIN STUBPROPOSED 8" SEWERMAIN STUB