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HomeMy WebLinkAboutC6.0_Rev13BUILDING 1 4 STORY ±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3 MIRRORED FF=839.90 BUILDING 24 STORY±10,550 SF (FOOTPRINT)±42,200 SF (GROSS)TYPE 2FF=839.70BUILDING 34 STORY±13,433 SF (FOOTPRINT)±53,732 SF (GROSS)TYPE 3FF=838.80CBLCBLCBLCBLCBLCBLCBLUGEUGEUGEUGEUGEUGEUGEUGECBL CBL CBL CBL CBL TTTT839840839839S T W W E W D S GENERATORETSHEDETINLET RIM=838.55IE=834.60(18"RC P N E )IE=834.40(18"RCP SW) =819.13(12"PVC N,S) INLET RIM=838.67IE=834.32(18"RCP N E ) IE=834.57(15"RC P SW)IE=834.22(18"RCP NW)IE=836.12(12"PVC S) SDMH RIM=840.14 IE=834.91(18"RCP SW) .91(15"RCP NE, SE) 32.61(30"RCP NW) EXISTING STR. AINLET RIM=837.85IE=836.25(10"PVC E)IE=836.05(15"RCP N W )INLIE=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=836.44IE=818.14(12"PVC N,S)IE=823.44(10"PVC W)IE=830.44(8"PVC N) INLET RIM=838.39IE=834.44(15"RCP N E )ESTIMATED LINEWORK NOT 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 CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING ANY CONSTRUCTION. S INLET RIM=841.4IE=831.75(8"PVC SW)PER CRIPE PLANS DATED 05/02/86 80 LF OF 8" @ 1.00% PER CRIPE PLANS DATED 05/02/86 CONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING ANY CONSTRUCTION.UGEUGECONTRACTOR TO FIELD VERIFY PRIOR TO COMMENCING ANY CONSTRUCTION. UTILITY LEGEND GENERAL UTILITY NOTES UTILITY NOTES KEY NOTES LAKESIDEAPARTMENTS -PHASE II©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 175 CHAMBER VOLUME 0.20 AC-FT TOTAL VOLUME 0.343 AC-FT TYPICAL WATER SERVICE ENLARGEMENT 07/26/22