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44.4_C 4.15 POND D STORM
480048124824483648004812482448364820.60+004820.3 4820.1 4817.390+504820.4 4817.34 4820.3 4817.251+004820.1 4817.25 4820.0 4817.251+504819.8 4817.25 4819.6 4817.252+004819.2 4818.63 4819.0 4817.212+504818.8 4817.15 4818.6 4817.103+004818.5 4817.04 4818.3 4816.993+504818.24816.934818.24816.884+004818.24816.824818.24816.774+504818.24816.714817.15+004815.94816.75+5018" DIA. Reinforced Concrete PipeL=254.32 S=0.22%MH-2D - 48" MANHOLE STA. 2+26.11 (0.00' ) RIM ELEV = 4819.79 W 18" DIA. INV OUT = 4817.26 18" DIA. Reinforced Concrete PipeL=38.25 S=0.25%SDI-2D - TYPE 2 STA. 0+60.09 (0.00' L) RIM ELEV = 4819.82 S 15" DIA. INV IN = 4817.37 N 18" DIA. INV OUT = 4817.37 SDI-1D - TYPE 2 STA. 0+27.10 (0.00' R) RIM ELEV = 4819.82 N 15" DIA. INV OUT = 4817.4515" DIA. Reinforced Concrete PipeL=30.00 S=0.27%OPEN SPACE DBLOCK 11LOT 2BLOCK 11LOT 1BLOCK 1128227 SQ FT0.65 ACRESOPEN SPACE KBLOCK 11S8''S8''S8''S8''S8''S8''S8''S6''S8''W8''W8''W2''W2''W4''W4''W8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''W8''WS1+00 2+00 3+004+005+005+62ST ST STSTSTSTSTSTSTSTST>>>>>>>>MH-C2SDI-2DMH-2DSDI-1D0'20'40'60'SCALE1" = 20' HORIZ.1" = 5' VERT.POND D STORMSTA. 5+00 TO STA. 0+00HEC Nov 21, 2023 - 1:11pmCAD 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 C4.15AS NOTEDPOND D STORMMALCOMPETITION DRIVEBOTTOM POND = 4817.25'FINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄GRADE EG TO ALLOWDISCHARGE TO BAXTER CREEKBAXTER CREEKEG CONTOURSINSTALL 28 LF OF 1" INSULATION(PER DETAIL 55/C2.9)DRAINAGE CHANNEL FROM EXTGSTORMWATER INFRASTRUCTURE TOCONNECT TO POND D OUTLETPOND D OUTLETWEIR INVERT ELEV. = 1' ABOVE PIPE INVERTWEIR WIDTH = 4"