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HomeMy WebLinkAbout11_C 2.6_COMPETITION DRIVE SEWER P & P47954800481048204830479548004810482048304817.64805.537+004817.64805.494817.94805.698+004818.24805.894818.54806.099+004818.84806.294819.14806.4910+004819.14806.884819.04807.0811+004818.74807.284818.5 4807.4812+004818.2 4807.68 4819.0 4807.8813+004818.3 4808.29 4818.4 4808.4814+004818.7 4808.67 4819.0 4808.8715+004819.3 4809.06 4819.6 4809.2616+004819.9 4809.45 4820.217+004820.4 4820.718+004821.0 4821.319+004821.5 4821.520+004821.5 4821.621+00MH-19STA. 10+08.90 (0.00' )RIM ELEV = 4819.08E 8" DIA. INV IN = 4806.73S 8" DIA. INV IN = 4806.72N 8" DIA. INV IN = 4806.72W 8" DIA. INV OUT = 4806.53 MH-22 STA. 16+97.97 (0.00' ) RIM ELEV = 4820.15 S 8" DIA. INV IN = 4809.88 W 8" DIA. INV OUT = 4809.67 STA. (-12.50' L) E 8" DIA. INV IN = 4808.16 S 8" DIA. INV IN = 4808.17 W 8" DIA. INV OUT = 4807.96 MH-20 STA. 13+20.30 (0.00' ) RIM ELEV = 4818.87 2+85.4518" MIN.(TYP.)INSTALL 690 LF OF 8" DIASDR35 PVC SEWER MAIN8" DIA. SDR35 PVC L=274.36' S=0.40%8" DIA. SDR35 PVC L=307.40' S=0.40%8" DIA. SDR35 PVC L=373.67' S=0.40%STA. 10+19.908" DIA. WATER MAIN PIPEINV. ELEV.= 4810.06STA. 12+90.798" DIA. WATER MAIN PIPEINV. ELEV.= 4810.27STA. 13+63.9415" DIA. RCPINV. ELEV.= 4813.36STA. 13+31.3130" DIA. RCPINV. ELEV.= 4811.80STA. 20+19.008" DIA. WATER MAIN PIPEINV. ELEV.= 4813.54STA. 20+67.4015" DIA. A2000 PVC PIPEINV. ELEV.= 4817.48MH-13STA. 7+30.55 (0.00' )RIM ELEV = 4817.84E 8" DIA. INV IN = 4805.43W 8" DIA. INV IN = 4805.43S 8" DIA. INV IN = 4805.40N 10" DIA. INV OUT = 4805.20 STA. 13+55.94FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4812.30STA. 12+58.80FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4812.77STA. 20+60.54FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4816.358''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''S10''S 10''S 10''S 10''S SSSSSS8''W8''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''W8''W 8''WHYD 8''W8''W8''W8''W8''WHYDSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST STLOT 1BLOCK 4LOT 1BLOCK 5LOT 1BLOCK 6OPEN SPACE BBLOCK 6LOT 2BLOCK 6LOT 1BLOCK 7OPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES7+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+008''SS8''S S8''W12''WHYDMH-23MH-22MH-20MH-13MH-19STA. 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 CAPSTA. 16+97.978" DIA. SDR35 PVCL=36.03' S=0.40%END INV. = 4810.03'INSTALL 8" END CAP6" SVC @ STA.16+92.97' (-38') 6" SVC @ STA.13+66.81' (-38')MH-14MH-120'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION DRIVE SEWER P & PSTA. 7+00 TO STA. 21+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 YC2.6AS NOTEDBMFINISHED GRND. ELEV. @ ℄ PIPE INV. ELEV. MATCH LINE SHEET C2.6MATCH LINE SHEET C2.5MATCH LINE SHEET C2.6MATCH LINE SHEET C2.5 COMPETITION DRIVESEWER P & PSOUTH LAUREL PARKWAY SOUTH RELIANCE AVE. POND LILY DRIVE COMPETITION DRIVE