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44.0_C 4.11 POND A STORM
4790480048104820483047904800481048204830-2+00-1+000+004818.24818.54812.001+004817.54812.004816.74813.162+004816.04811.004815.3 4811.003+004814.6 4810.00 4813.9 4810.004+004813.5 4809.94 4813.5 4809.675+004813.4 4809.39 4813.4 4809.126+004813.3 4808.85 4813.3 4808.577+004813.3 4808.30 8+009+0010+0011+0012+00STA. 0+59.208" DIA. SDR 35 PVC PIPEINV. ELEV.= 4806.31STA. 0+70.208" DIA. WATER MAIN PIPEINV. ELEV.= 4809.28MH-5A - 48" MANHOLESTA. 0+47.67 (0.00' L)RIM ELEV = 4818.14E 21" DIA. INV IN = 4812.50N 21" DIA. INV OUT = 4812.50 MH-A3 - 48" MANHOLE STA. 7+96.74 (0.00' R) RIM ELEV = 4812.16 S 15" DIA. INV IN = 4808.00 MH-A2 - 48" MANHOLE STA. 7+68.11 (0.02' R) RIM ELEV = 4813.25 E 15" DIA. INV IN = 4808.20 N 15" DIA. INV OUT = 4808.20 MH-A1 - 48" MANHOLE STA. 4+39.30 (0.01' R) RIM ELEV = 4813.52 W 15" DIA. INV OUT = 4810.00 E 15" DIA. INV OUT = 4810.0021" DIA. Reinforced Concrete PipeL=50.23 S=1.00%30" DIA. Reinforced Concrete PipeL=95.07 S=0.00%12" DIA. Reinforced Concrete PipeL=14.93 S=6.70%30" DIA. Reinforced Concrete PipeL=95.04 S=0.00%12" DIA. Reinforced Concrete PipeL=14.96 S=6.68%30" DIA. Reinforced Concrete PipeL=95.08 S=0.00%15" DIA. Reinforced Concrete PipeL=22.44 S=-4.78%15" DIA. Reinforced Concrete PipeL=324.82 S=0.55%15" DIA. Reinforced Concrete PipeL=24.56 S=0.81%LOT 1BLOCK 1LOT 1BLOCK 2 114372 SQ FT2.63 ACRES219698 SQ FT5.04 ACRES 17048 SQ FT0.39 ACRESOPEN SPACE IBLOCK 121302 SQ FT0.49 ACRES 8''S8''S8''S8''S8''S8''S8''S8''SSS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDS8''S8''S8''S8''S8''S8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYD8''WSTSTSTSTUGPUGPUGPGASGASGASGASFOUGPUGPUGPUGPUGP10''S10''S10''S10''S10''SSWATSTSTSTSTST STSTSTSTSTST ST ST ST ST STSTST0+001+002+003+004+005+00 6+00 7+00 8+008+43MH-5AMH-A1MH-A221" DIA. Reinforced Concrete Pipe L=336.06' S=0.39%INV. OUT = 4810.00'15" DIA. L=172.71' S=0.75%INV. OUT = 4810.00'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.POND A STORMSTA. -0+50 TO STA. 2+00HEC Nov 21, 2023 - 1:10pmCAD 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 C4.11AS NOTEDPOND A STORMMALFINISHED GRND. ELEV. @ ℄STORM PIPE INV. ELEV. @ ℄COMPETITION DRIVEFALLON STREETCONNECT TO EXISTINGPHASE 1 STORMINVERT IN ELEV. = 4808.00POND A OUTLETWEIR INVERT ELEV. = 1' ABOVE PIPE INVERTWEIR WIDTH = 9"SOUTH ELDORADO AVE.INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)S.H.G.W.DETENTION BASIN A35,013 CF