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HomeMy WebLinkAbout38_C 4.5 COMPETITION DRIVE STORM (CONT.)47954800481048204830479548004810482048304819.110+004819.14813.764819.04813.9511+004818.74814.134818.54814.3112+004818.24814.504819.04814.6813+004818.34814.864818.44815.2514+004818.74815.414819.0 4815.5715+004819.3 4815.73 4819.6 4815.9416+004819.9 4816.18 4820.2 4816.4217+004820.4 4816.66 4820.7 4816.8518+004821.0 4816.97 4821.3 4817.0819+004821.5 4817.20 4821.5 4817.3420+004821.5 4818.03 4821.621+004821.8 4822.022+004822.0 4821.923+004821.7 4821.424+00STA. 12+90.7912" DIA. WATER MAIN PIPEINV. ELEV.= 4810.27STA. 13+20.308" DIA. SDR 35 PVC PIPEINV. ELEV.= 4808.17STA. 16+97.978" DIA. SDR 35 PVC PIPEINV. ELEV.= 4809.88STA. 20+19.008" DIA. WATER MAIN PIPEINV. ELEV.= 4813.54MH-3B - 48" MANHOLESTA. 10+32.73 (9.81' R)RIM ELEV = 4818.94E 24" DIA. INV IN = 4813.70N 24" DIA. INV OUT = 4813.70SDI-7B - TYPE 2STA. 12+51.34 (16.70' R)RIM ELEV = 4817.97E 24" DIA. INV IN = 4814.50W 24" DIA. INV OUT = 4814.50MH-2B - 48" MANHOLESTA. 13+31.90 (17.48' R)RIM ELEV = 4819.20SE 15" DIA. INV IN = 4815.05E 24" DIA. INV IN = 4814.80W 24" DIA. INV OUT = 4814.80SDI-8B1 - TYPE 2STA. 13+62.94 (16.41' R)RIM ELEV = 4817.99N 15" DIA. INV IN = 4814.90E 21" DIA. INV IN = 4815.15W 24" DIA. INV OUT = 4814.90SDI-8B2 - TYPE 2STA. 13+68.45 (16.39' R)RIM ELEV = 4818.02E 21" DIA. INV IN = 4815.15W 21" DIA. INV OUT = 4815.15 SDI-26B - TYPE 2 STA. 15+71.61 (16.50' R) RIM ELEV = 4818.92 E 21" DIA. INV IN = 4815.80 W 21" DIA. INV OUT = 4815.80 SDI-21B - TYPE 2 STA. 17+79.61 (16.50' R) RIM ELEV = 4819.86 E 21" DIA. INV IN = 4816.80 W 21" DIA. INV OUT = 4816.80 SDI-18B - TYPE 2 STA. 19+91.03 (16.50' R) RIM ELEV = 4820.95 E 21" DIA. INV IN = 4817.30 W 21" DIA. INV OUT = 4817.30 MH-5B - 48" MANHOLE STA. 20+41.01 (16.50' R) RIM ELEV = 4821.81 S 18" DIA. INV IN = 4817.75 E 15" DIA. INV IN = 4817.99 W 21" DIA. INV OUT = 4817.50 SDI-14B - TYPE 2 STA. 20+67.44 (16.52' R) RIM ELEV = 4821.01 N 15" DIA. INV IN = 4818.10 W 15" DIA. INV OUT = 4818.1024" DIA. Reinforced Concrete PipeL=215.73 S=0.37%24" DIA. Reinforced Concrete PipeL=77.57 S=-0.39%15" DIA. Reinforced Concrete PipeL=23.44 S=-0.47%21" DIA. Reinforced Concrete PipeL=46.99 S=0.43%21" DIA. Reinforced Concrete PipeL=209.43 S=0.24%21" DIA. Reinforced Concrete PipeL=206.01 S=0.49%21" DIA. Reinforced Concrete PipeL=201.16 S=0.32%21" DIA. Reinforced Concrete PipeL=3.52 S=0.00%24" DIA. Reinforced Concrete PipeL=28.06 S=-0.36%LOT 1BLOCK 4LOT 1BLOCK 6OPEN SPACE BBLOCK 6LOT 2BLOCK 6LOT 1BLOCK 7LOT 1BLOCK 9LOT 2BLOCK 9LOT 1BLOCK 10OPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''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''WHYD 8''W8''W8''W8''W8''W8''WHYD8''S S8''SS 12''WHYD10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00STSTSTSTSTSTSTSTSTSTSTSTSTST ST ST MH-3BSDI-7BMH-2BSDI-8B2SDI-8B1SDI-9BSDI-26BSDI-21BSDI-18BMH-5BSDI-14BSDI-15BSDI-19B - 24" X 36" RECT SDISTA. 13+38.98 (34.64' R)RIM ELEV = 4814.39W 15" DIA. INV IN = 4815.15NW 15" DIA. INV OUT = 4815.15SDI-20B - 24" X 36" RECT SDISTA. 12+78.96 (35.35' R)RIM ELEV = 4818.71E 15" DIA. INV OUT = 4815.4015" DIA. Reinforced Concrete Pipe L=58.53' S=0.42%INV. OUT = 4815.15'SDI-12B - 24" X 36" RECT SDISTA. 20+08.00 (43.10' R)RIM ELEV = 4822.48E 15" DIA. INV OUT = 4818.10SDI-13B - 24" X 36" RECT SDISTA. 20+40.99 (43.12' R)RIM ELEV = 4822.48W 15" DIA. INV IN = 4817.90S 18" DIA. INV IN = 4817.90N 18" DIA. INV OUT = 4817.9015" DIA. L=30.99' S=0.61%INV. OUT = 4817.90'15" DIA. Reinforced Concrete Pipe L=30.08' S=0.60%INV. OUT = 4815.10'15" DIA. Reinforced Concrete Pipe L=29.98' S=0.61%INV. OUT = 4818.10'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION DRIVE STORM (CONT.)STA. 10+00 TO STA. 24+00HEC 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 Y C4.5AS NOTEDCOMPETITION DRIVESTORM (CONT.)MALFINISHED GRND. ELEV. @ â„„ STORM PIPE INV. ELEV. @ â„„COMPETITION DRIVESOUTH LAUREL PARKWAY POND LILY DRIVEINSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)SDI-16B - OVER FLOWFOREBAY MH W/ RIPRAP TO POND BTM.SDI-17B - OVER FLOWFOREBAY MH W/ RIPRAP TO POND BTM.S.H.G.W.