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34_C 4.1_SOUTH ELDORADO AVE. STORM
4795480048104820483047954800481048204830-2+00-1+000+001+004813.64814.32+004814.74811.444815.14811.693+004815.5 4811.94 4815.9 4812.194+004816.3 4812.44 4816.7 4812.655+004817.2 4813.03 4817.6 4813.466+004818.0 4813.90 4818.4 4814.337+004818.8 4814.77 4819.2 4815.208+004819.6 4815.64 4820.0 4816.089+004820.4 4820.810+0011+0012+00STA. 4+74.178" DIA. WATER MAIN PIPEINV. ELEV.= 4807.05STA. 4+85.188" DIA. SDR 35 PVC PIPEINV. ELEV.= 4808.07STA. 9+75.968" DIA. WATER MAIN PIPEINV. ELEV.= 4812.92SDI-3A - TYPE 2STA. 1+41.74 (-261.50' L)RIM ELEV = 4813.96S 21" DIA. INV IN = 4811.30W 15" DIA. INV IN = 4811.30E 21" DIA. INV OUT = 4811.30 SDI-6A - TYPE 2 STA. 1+33.89 (-32.57' L) RIM ELEV = 4815.67 S 18" DIA. INV IN = 4812.45 N 21" DIA. INV OUT = 4812.45 SDI-5A1 - TYPE 2 STA. 1+49.27 (16.50' R) RIM ELEV = 4815.65 SW 18" DIA. INV IN = 4812.65 E 15" DIA. INV IN = 4812.65 N 18" DIA. INV OUT = 4812.65 SDI-2A - TYPE 2 STA. 1+31.73 (33.46' R) RIM ELEV = 4815.91 S 15" DIA. INV IN = 4812.75 NE 18" DIA. INV OUT = 4812.75 SDI-1A - TYPE 2 STA. 1+17.36 (452.35' R) RIM ELEV = 4819.56 W 12" DIA. INV IN = 4816.40 N 15" DIA. INV OUT = 4816.4021" DIA. Reinforced Concrete PipeL=226.07 S=0.51%18" DIA. Reinforced Concrete PipeL=48.26 S=0.41%18" DIA. Reinforced Concrete PipeL=21.36 S=0.47%15" DIA. Reinforced Concrete PipeL=416.65 S=0.88%LOT 1BLOCK 1 PARK C BLOCK 3 PARK ABLOCK 1 PARK B BLOCK 2 8''S 8''S 8''S 8''S 8''S 8''S SS8''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''W8''W8''W8''WHYD HYD CP 4 11+000+001+002+003+004+005+006+007+008+009+0010+00STSTSTSTSTSTST ST ST ST STSTSTSTSTSTSTSDI-4A - 24" X 36" RECT SDISTA. 9+37.62 (16.55' R)RIM ELEV = 4819.43E 12" DIA. INV OUT = 4816.60SDI-1ASDI-2ASDI-6ASDI-5A2 - 24" X 36" SAG INLETSTA. 5+00.37 (-38.94' L)RIM ELEV = 4815.47W 15" DIA. INV OUT = 4812.65SDI-5A1SDI-3ASDI-14A - 24" X 36" RECT SDISTA. 2+22.86 (16.61' R)RIM ELEV = 4813.95E 15" DIA. INV OUT = 4811.5012" DIA. Reinforced Concrete Pipe L=30.86' S=0.61%INV. OUT = 4816.40'15" DIA. Reinforced Concrete Pipe L=31.15' S=0.60%INV. OUT = 4811.30'MH-A221" DIA. Reinforced Concrete Pipe L=336.06' S=0.39%INV. OUT = 4810.00'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.SOUTH ELDORADO AVE. STORMSTA. -2+00 TO STA. 12+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 C4.1AS NOTEDSOUTH ELDORADOAVE. STORMMALFINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄ VALLEY COMMONS DRIVE COMPETITION DRIVESOUTH ELDORADO AVE.FALLON STREETINSTALL 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.