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HomeMy WebLinkAbout44.3_C 4.14 BASIN C & C-1 STORM48004810482048304840480048104820483048401+004817.7 4814.86 4818.3 4814.702+004818.6 4814.70 4818.8 4814.703+004819.2 4814.70 4819.0 4814.704+004818.7 4814.70 4818.5 4814.705+004818.8 4814.70 4819.1 4814.706+004819.4 4815.51 4818.0 4815.387+004814.0 4815.08 8+00SDI-8C - TYPE 2 STA. 1+31.52 (0.00' ) RIM ELEV = 4817.28 E 12" DIA.INV OUT = 4814.95 SDI-9C - TYPE 2 STA. 1+63.54 (0.00' ) RIM ELEV = 4817.76 W 12" DIA. INV IN = 4814.80 S 18" DIA. INV IN = 4814.80 E 18" DIA.INV OUT = 4814.80 MH-C2 - 48" MANHOLE STA. 6+48.48 (0.00' ) RIM ELEV = 4819.40 W 24" DIA. INV IN = 4814.70 E 12" DIA.INV OUT = 4815.7012" DIA. Reinforced Concrete PipeL=99.52 S=0.70%24" DIA. Reinforced Concrete PipeL=160.12 S=0.00%24" DIA. Reinforced Concrete PipeL=170.03 S=0.00%24" DIA. Reinforced Concrete PipeL=123.37 S=0.00%12" DIA. Reinforced Concrete PipeL=29.01 S=0.52%18" DIA. Reinforced Concrete PipeL=27.91 S=0.36%OPEN SPACE DBLOCK 1181278 SQ FT1.87 ACRES25664 SQ FT0.59 ACRESLOT 1BLOCK 1128227 SQ FT0.65 ACRESOPEN SPACE KBLOCK 118''S8''SSSS8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''S8''S8''S8''SSSHYD8''S8''W8''WHYDFOFOFOFOFOFOWATST ST ST ST1+002+003+004+00 5+006+007+007+90SDI-8CSDI-9CMH-C24800481048204830484048004810482048304840-1+004822.80+004824.34821.084825.34821.001+004825.84821.004826.14821.002+004826.34821.004826.14821.003+004825.54821.184824.44822.024+005+00SDI-15C - TYPE 2STA. 4+05.48 (0.11' R) RIM ELEV = 4824.24 E 12" DIA.INV OUT = 4822.05 MH-C1 - 48" MANHOLESTA. 0+73.04 (0.00' )RIM ELEV = 4824.99E 24" DIA. INV IN = 4821.00NW 15" DIA.INV OUT = 4821.75SDI-16C - 48" MANHOLESTA. 0+12.56 (0.89' R)RIM ELEV = 4823.17SE 15" DIA. INV IN = 4820.00N 15" DIA.INV OUT = 4819.75SDI-14C - 60" MANHOLESTA. 3+63.48 (0.02' R)RIM ELEV = 4824.90S 18" DIA. INV IN = 4821.30W 12" DIA. INV IN = 4821.80E 18" DIA.INV OUT = 4821.3012" DIA. Reinforced Concrete PipeL=38.51 S=0.65%18" DIA. Reinforced Concrete PipeL=31.73 S=0.95%24" DIA. Reinforced Concrete PipeL=99.87 S=0.00%24" DIA. Reinforced Concrete PipeL=54.00 S=0.00%24" DIA. Reinforced Concrete PipeL=100.35 S=0.00%15" DIA. Reinforced Concrete PipeL=56.53 S=3.10%LOT 2BLOCK 9 LOT 4BLOCK 1232231 SQ FT0.74 ACRES 41668 SQ FT0.96 ACRES 77443 SQ FT1.78 ACRESOPEN SPACE H>>8''S8''S8''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 SSSS8''S 8''S 8''S 8''S 8''S8''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''WHYD HYD HYD HYD ST STSTSTST ST ST ST ST STSTSTSTSTST4+140+00 1+00 2+003+004+00 MH-C1SDI-14CSDI-15C0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.DETENTION BASIN C1 P&PSTA. 0+00 TO STA. 4+50HEC Jan 04, 2024 - 12:09pmCAD 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 YC4.14AS NOTEDBASIN C & C-1STORMMALWATER LILY DRIVE COMPETITION DRIVE FINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄BAXTER CREEKDETENTION BASIN C2 P&PSTA. 1+00 TO STA. 8+00FINISHED GRND. ELEV. @ ℄STORM PIPE INV. ELEV. @ ℄S.H.G.W.S.H.G.W.WATER LILY DRIVECOMPETITION DRIVE VALLEY COMMONS DRIVE DETENTION BASIN C26,450 CFDETENTION BASIN C18,430 CFPOND C1 OUTLETWEIR INVERT ELEV. = 1' ABOVE PIPE INVERTWEIR WIDTH = 6"POND C2 OUTLETWEIR INVERT ELEV. = 1' ABOVE PIPE INVERTWEIR WIDTH = 6"STORMWATERMAINTENANCEACCESS ROAD