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HomeMy WebLinkAbout10_C 2.5_COMPETITION DRIVE SEWER P & P47954800481048204830479548004810482048300+004816.11+004816.34807.934816.64807.732+004816.94807.534817.34807.333+004817.64807.134817.94806.934+004818.24806.534818.6 4806.335+004818.4 4806.13 4818.1 4805.936+004817.9 4805.73 4817.6 4805.537+004817.6 4805.49 4817.9 4805.698+004818.2 4805.89 4818.5 4806.099+004818.8 4806.29 4819.1 4806.4910+004819.1 4806.88 4819.0 4807.0811+004818.7 4807.28 4818.5 4807.4812+004818.2 4807.68 4819.0 4807.8813+004818.3 4808.29 4818.4 4808.4814+008" DIA. SDR35 PVC L=300.34' S=-0.40%8" DIA. SDR35 PVC L=305.85' S=-0.40%8" DIA. SDR35 PVC L=274.36' S=0.40%MH-17STA. 1+16.35 (0.00' )RIM ELEV = 4816.63E 8" DIA. INV OUT = 4808.07MH-18STA. 4+20.70 (0.00' )RIM ELEV = 4818.06W 8" DIA. INV IN = 4806.86S 8" DIA. INV IN = 4806.85N 8" DIA. INV IN = 4806.85E 8" DIA. INV OUT = 4806.66 STA. (-5.50' L) 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. 7+30.55 (0.00' ) RIM ELEV = 4817.84 4+85.16 MH-19 STA. 10+08.90 (0.00' ) RIM ELEV = 4819.08 E 8" DIA. INV IN = 4806.73 S 8" DIA. INV IN = 4806.72 N 8" DIA. INV IN = 4806.72 W 8" DIA. INV OUT = 4806.53STA. 7+19.528" DIA. WATER MAIN PIPEINV. ELEV.= 4809.81INSTALL 893 LF OF 8" DIASDR35 PVC SEWER MAINSTA. 4+31.708" DIA. WATER MAIN PIPEINV. ELEV.= 4809.14STA. 10+19.908" DIA. WATER MAIN PIPEINV. ELEV.= 4810.06STA. 1+27.6224" DIA. RCPINV. ELEV.= 4810.32STA. 1+50.3715" DIA. RCPINV. ELEV.= 4811.34STA. 12+90.798" DIA. WATER MAIN PIPEINV. ELEV.= 4810.27MH-20 STA. 13+20.30 (0.00' ) RIM ELEV = 4818.87 E 8" DIA. INV IN = 4808.16 S 8" DIA. INV IN = 4808.17 W 8" DIA. INV OUT = 4807.96STA. 12+58.80FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4812.778''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S10''S 10''S 10''S 10''SS SSSSS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W12''W12''W12''W12''W12''W12''W8''W 8''W 8''W 8''W 8''W8''W8''W8''WHYD8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDST ST ST STSTSTSTSTSTSTST ST ST ST ST ST LOT 1BLOCK 1LOT 1BLOCK 2LOT 1BLOCK 4LOT 1BLOCK 5PARK ABLOCK 1OPEN SPACE IBLOCK 1LOT 2BLOCK 121302 SQ FT0.49 ACRES54992 SQ FT1.26 ACRESOPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+008''S S12''WHYDMH-20MH-13MH-19MH-18MH-17STA. 4+20.708" DIA. SDR35 PVCL=36.00' S=0.40%END INV. = 4807.00'INSTALL 8" END CAPSTA. 4+20.708" DIA. SDR35 PVCL=36.01' S=0.40%END INV. = 4807.00'INSTALL 8" END CAPSTA. 10+08.908" DIA. SDR35 PVCL=36.03' S=0.40%END INV. = 4806.87'INSTALL 8" END CAPSTA. 10+08.908" DIA. SDR35 PVCL=36.02' S=0.40%END INV. = 4806.87'INSTALL 8" END CAP6" SVC @ STA.13+66.81' (-38')MH-14MH-120'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION 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 YC2.5AS NOTEDBMFINISHED GRND. ELEV. @ ℄ PIPE INV. ELEV. MATCH LINE SHEET C2.6 MATCH LINE SHEET C2.5 MATCH LINE SHEET C2.6 MATCH LINE SHEET C2.5 COMPETITION DRIVESEWER P & PSOUTH ELDORADO AVE. SOUTH RELIANCE AVE. SOUTH LAUREL PARKWAY COMPETITION DRIVE