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40_C 4.7 POND LILY DRIVE STORM
4800481048204830484048004810482048304840-2+50-2+00-1+000+004817.21+004818.54819.82+004821.1 4822.13+004822.5 4818.00 4822.8 4818.244+004823.2 4818.47 4823.6 4818.715+004823.9 4818.94 4824.3 4819.186+004824.7 4819.41 4825.0 4819.657+004825.4 4819.88 4825.6 4820.188+009+0010+0011+0011+50SDI-5B - TYPE 2 STA. 8+02.64 (-15.80' L) RIM ELEV = 4825.88 N 18" DIA. INV IN = 4820.20 E 15" DIA. INV IN = 4820.45 W 15" DIA. INV OUT = 4820.45 SDI-6B - TYPE 2 STA. 7+53.72 (-16.43' L) RIM ELEV = 4824.96 S 18" DIA. INV OUT = 4819.90 N 18" DIA. INV OUT = 4819.90 SDI-13B - TYPE 2 STA. 3+27.91 (-16.48' L) RIM ELEV = 4822.48 W 15" DIA. INV IN = 4817.90 S 18" DIA. INV IN = 4817.90 N 18" DIA. INV OUT = 4817.90 MH-5B - 48" MANHOLE STA. 3+01.29 (-16.50' L) 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 18" DIA. Reinforced Concrete PipeL=45.94 S=-0.65%18" DIA. Reinforced Concrete PipeL=422.81 S=0.47%18" DIA. Reinforced Concrete PipeL=23.13 S=0.65%STA. 7+80.718" DIA. WATER MAIN PIPEINV. ELEV.= 4818.00SDI-17B - FLOW OVER FOREBAY MHSTA. 1+11.82 (-16.51' L)RIM ELEV = 4816.91 LOT 2BLOCK 6 OPEN SPACE C BLOCK 8 LOT 1 BLOCK 8 PARK G BLOCK 9 LOT 1 BLOCK 9 LOT 1BLOCK 1049003 SQ FT1.12 ACRES 69951 SQ FT1.61 ACRES 33736 SQ FT 0.77 ACRES 124344 SQ FT 2.85 ACRES 31328 SQ FT 0.72 ACRES 296759 SQ FT 6.81 ACRES 33943 SQ FT 0.78 ACRES 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''W 8''W 8''W 8''W 8''W8''W8''WHYD 8''W8''W8''W8''W8''W8''W8''W8''WHYD 8''S8''S8''S8''S8''S8''S8''S 8''S 8''S SSS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''WHYD HYD FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFO FO FOFO FO FO FO FO FOGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP0+001+002+003+004+005+006+007+008+008+50ST ST ST ST ST ST ST ST ST STSTSTSTSTSTST SDI-5BSDI-6BSDI-13BMH-5BSDI-14BSDI-15BSDI-12B - 24" X 36" RECT SDISTA. 3+27.90 (16.50' R)RIM ELEV = 4822.48E 15" DIA. INV OUT = 4818.1015" DIA. L=30.99' S=0.61%INV. OUT = 4817.90'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.POND LILY DRIVE STORMSTA. 2+50 TO STA. 8+50C4.7AS NOTEDPOND LILY DRIVESTORMMALFINISHED GRND. ELEV. @ ℄ PIPE INVERT ELEV. @ ℄ COMPETITION DRIVE VALLEY COMMONS DRIVE POND LILY DRIVERETENTION POND E1,254 CFRETENTION POND F297 CFS.H.G.W.SDI-16B - OVER FLOWFOREBAY MH W/ RIPRAP TO POND BTM.SDI-17B - OVER FLOWFOREBAY MH W/ RIPRAP TO POND BTM.