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35_C 4.2_COMPETITION DRIVE STORM
4795480048104820483047954800481048204830-2+00-1+000+004816.11+004816.34816.62+004816.94817.33+004817.6 4817.94+004818.2 4818.65+004818.4 4812.72 4818.1 4813.006+004817.9 4813.27 4817.6 4813.557+004817.6 4814.12 4817.98+004818.2 4818.59+004818.8 4819.110+004819.1 4819.011+004818.7 4818.512+00STA. 7+30.558" DIA. SDR 35 PVC PIPEINV. ELEV.= 4805.40STA. 7+19.528" DIA. WATER MAIN PIPEINV. ELEV.= 4809.81STA. 4+31.708" DIA. WATER MAIN PIPEINV. ELEV.= 4809.14STA. 4+20.708" DIA. SDR 35 PVC PIPEINV. ELEV.= 4806.85MH-5A - 48" MANHOLE STA. 5+08.99 (11.53' R) RIM ELEV = 4818.14 E 21" DIA. INV IN = 4812.50 N 21" DIA. INV OUT = 4812.50 SDI-15A - TYPE 2 STA. 6+91.55 (16.50' R) RIM ELEV = 4817.04 E 21" DIA. INV IN = 4813.50 W 21" DIA. INV OUT = 4813.50 MH-4A - 48" MANHOLE STA. 7+41.90 (16.50' R) RIM ELEV = 4817.60 S 18" DIA. INV IN = 4814.05 E 15" DIA. INV IN = 4814.05 W 21" DIA. INV OUT = 4813.80 SDI-7A1 - TYPE 2 STA. 7+59.75 (16.50' R) RIM ELEV = 4817.06 E 15" DIA. INV IN = 4814.20 W 15" DIA. INV OUT = 4814.20 SDI-7A2 - TYPE 2 STA. 7+65.23 (16.54' R) RIM ELEV = 4817.09 W 15" DIA. INV OUT = 4814.2021" DIA. Reinforced Concrete PipeL=179.64 S=0.56%21" DIA. Reinforced Concrete PipeL=47.37 S=0.63%15" DIA. Reinforced Concrete PipeL=14.87 S=-1.01%15" DIA. Reinforced Concrete PipeL=3.48 S=0.00%MH-3B - 48" MANHOLE STA. 10+32.73 (9.81' R) RIM ELEV = 4818.94 E 24" DIA. INV IN = 4813.70 N 24" DIA. INV OUT = 4813.7024" DIA. Reinforced Concrete PipeL=215.73 S=0.37%0.37%LOT 1BLOCK 1LOT 1BLOCK 2LOT 1BLOCK 4BLOCK 5114372 SQ FT2.63 ACRES219698 SQ FT5.04 ACRES199824 SQ FT4.59 ACRES82321 SQ FT1.89 ACRESPARK ABLOCK 1PARK BBLOCK 217048 SQ FT0.39 ACRESBLOCK 1BLOCK 121302 SQ FT0.49 ACRES54992 SQ FT1.26 ACRES28402 SQ FT0.65 ACRES68595 SQ FT1.57 ACRES8''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''S10''S 10''S 10''SS SSSS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W8''W8''WHYD8''W8''W8''W8''W8''W8''W8''W8''W8''WHYD0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00ST ST ST ST STSTSTSTSTST ST ST ST ST ST ST MH-5A21" DIA. Reinforced Concrete Pipe L=50.23' S=0.96%INV. OUT = 4812.00'SDI-15AMH-4ASDI-7A1SDI-7A2SDI-8A - 24" X 36" RECT SDISTA. 5+26.99 (-16.48' L)RIM ELEV = 4817.88S 15" DIA. INV IN = 4814.25W 15" DIA. INV IN = 4814.25N 18" DIA. INV OUT = 4814.25SDI-9A - 24" X 36" RECT SDISTA. 5+26.47 (16.47' R)RIM ELEV = 4817.87E 15" DIA. INV OUT = 4814.5015" DIA. Reinforced Concrete Pipe L=30.96' S=0.76%INV. OUT = 4814.25'18" DIA. Reinforced Concrete Pipe L=21.60' S=0.80%INV. OUT = 4814.05'MH-3B24" DIA. Reinforced Concrete Pipe L=48.29' S=0.40%INV. OUT = 4813.50'SDI-7BSDI-20B - 24" X 36" RECT SDISTA. 12+78.96 (35.35' R)RIM ELEV = 4818.71E 15" DIA. INV OUT = 4815.40MH-5A0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION DRIVE STORMSTA. -1+00 TO STA. 13+00HEC Nov 21, 2023 - 1:08pmCAD 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 Y C4.2AS NOTEDCOMPETITION DRIVESTORMMALFINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄ SOUTH ELDORADO AVE. SOUTH RELIANCE AVE.COMPETITION DRIVEINSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)S.H.G.W.