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Home My WebLink About41_C 4.8 COMPETITION DRIVE STORM (CONT.)480048124824483648004812482448364821.523+754821.424+004821.24821.024+504820.94820.725+004820.74817.134820.64817.0625+504820.8 4817.22 4820.9 4817.3526+004821.0 4817.48 4821.2 4817.6126+504821.3 4817.73 4821.4 4817.8627+004821.6 4817.99 4821.7 4818.1227+504821.8 4818.25 4822.0 4818.4028+004822.1 4818.56 4822.228+504822.3 4822.529+004822.629+25STA. 25+27.718" DIA. WATER MAIN PIPEINV. ELEV.= 4810.55STA. 25+38.548" DIA. SDR 35 PVC PIPEINV. ELEV.= 4812.97SDI-10C - TYPE 2 STA. 28+30.82 (16.50' R) RIM ELEV = 4821.29 W 15" DIA. INV OUT = 4818.60 MH-5C - 48" MANHOLE STA. 27+84.94 (20.49' R) RIM ELEV = 4821.49 E 15" DIA. INV IN = 4818.30 W 15" DIA. INV OUT = 4818.30 SDI-6C2 - TYPE 2 STA. 25+70.96 (16.58' R) RIM ELEV = 4819.64 E 15" DIA. INV IN = 4817.20 W 15" DIA. INV OUT = 4817.20 SDI-6C1 - TYPE 2STA. 25+65.47 (16.50' R)RIM ELEV = 4820.17N 15" DIA. INV IN = 4817.20 E 15" DIA. INV IN = 4817.20 W 15" DIA. INV OUT = 4817.20 MH-4C - 48" MANHOLESTA. 25+43.49 (15.50' R)RIM ELEV = 4820.57S 15" DIA. INV IN = 4817.00W 15" DIA. INV IN = 4817.00E 15" DIA. INV IN = 4817.00N 18" DIA. INV OUT = 4816.75SDI-5C - TYPE 2STA. 24+99.15 (11.50' R)RIM ELEV = 4819.83E 15" DIA. INV OUT = 4817.30 15" DIA. Reinforced Concrete PipeL=46.51 S=0.65%15" DIA. Reinforced Concrete PipeL=213.71 S=-0.51%15" DIA. Reinforced Concrete PipeL=3.49 S=0.00%15" DIA. Reinforced Concrete PipeL=19.02 S=1.05%15" DIA. Reinforced Concrete PipeL=41.52 S=0.72%8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S6''S 8''SS S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S6''S8''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''WHYD8''W 2''W 2''W4''W 4''W HYD4''W 2''W 24+0025+0026+0027+0028+0029+00STSTSTSTST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSDI-5CMH-4CSDI-6C1SDI-6C2SDI-7C - 24" X 36" RECT SDISTA. 25+66.08 (-16.47' L)RIM ELEV = 4819.62S 15" DIA. INV OUT = 4817.40MH-5CSDI-10C15" DIA. Reinforced Concrete Pipe L=29.98' S=0.61%INV. OUT = 4817.20'0'20'40'60'COMPETITION DRIVE STORM (CONT.)STA. 24+50 TO STA. 28+50C4.8AS NOTEDCOMPETITION DRIVESTORM (CONT.)MALCOMPETITION DRIVEWATER LILY DRIVE HEC Nov 21, 2023 - 1:09pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\4. STORM.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 YSCALE1" = 20' HORIZ.1" = 5' VERT.FINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)S.H.G.W.