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HomeMy WebLinkAboutC6.0 UTILITY PLANCBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUGEUGEUGEUGECBL CBL CBL CBL CBL TTTT839840839839S T WW E W D S GENERATORETSHEDETINLET RIM=838 . 5 5 IE=834.60(18"R C P N E ) IE=834.40(18"R C P S W ) IE=819.13(12"P V C N , S ) INLET RIM=838 . 6 7 IE=834.32(18"R C P N E ) IE=834.57(15"R C P S W ) IE=834.22(18"R C P N W ) IE=836.12(12"P V C S ) SDMH RIM=840.14 IE=834.91(18"RCP SW) IE=832.91(15"RCP NE, SE) IE=832.61(30"RCP NW) EXISTING STR. A INLET RIM=837 . 8 5 IE=836.25(10"P V C E ) IE=836.05(15"R C P N W )INLET RIM=837.98IE=836.58(6"PVC SW)IE=835.78(15"RCP SE)IE=835.78(6"PVC NW)IE=835.73(18"RCP NE)INLET RIM=836 . 4 4 IE=818.14(12"P V C N , S ) IE=823.44(10"P V C W ) IE=830.44(8"PV C N ) INLET RIM=838 . 3 9 IE=834.44(15"R C P N E )ESTIMATED LINEWORKNOT INCLUDED IN SURVEYEXISTING STORM STRUCTURE RIM=836.41 IE=831.26 (UNKNOWN SIZE SE) IE=831.31 (15" RCP SW) IE=831.36 (10" NW) (PER TLF PLANS DATED 04/03/97) D WEST CARMEL D R I V E 80 LF OF 8" @ 0.40% PER CRIPE PLANS DATED 05/02/86 S INLET RIM=841 . 4 IE=831.75(8"PV C S W )PER CRIPE PL A N S D A T E D 0 5 / 0 2 / 8 6 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 UGEUGEBUILDING 1 4 STORY ±13,433 SF (FOO T P R I N T ) ±53,732 SF (GRO S S ) TYPE 3 MIRROR E D BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3UTILITY LEGEND GENERAL UTILITY NOTES UTILITY NOTES KEY NOTES LAKESIDEAPARTMENTS -PHASE II©NOT APPROVED F OR CONSTRUCTION C6.0UTILITY PLANNORTHF E T T EXISTING LEGEND BENCHMARKS UNDERGROUND DETENTION ROWS VARIES CHAMBERS/ROW VARIES CHAMBER TYPE ADS STORMTECH SC-740 STONE INVERT 831.83 CHAMBER INVERT 832.33 TOP OF CHAMBER 834.83 CHAMBER SPACING 6" SIDE STONE 12" TOTAL CHAMBERS 190 CHAMBER VOLUME 0.20 AC-FT TOTAL VOLUME 0.343 AC-FT TYPICAL WATER SERVICE ENLARGEMENT