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HomeMy WebLinkAboutCivil WAWA KINGSGATE SetbacksORANGE AVE.S. KINGS HWY.LAND USE: MXD6' x 6'VENTSTACKE-STOP4'x 3' AIRMACHINEICE BOXDUMPSTERENCLOSUREZONING: CGLAND USE: MXDBIKERACK12' x 30'LOADING ZONESTORM MANAGEMENT AREA(DRY PRE-TREATMENT)12' SHARED USE PATH (ASPHALT)6' CONCRETESIDEWALK6' CONCRETESIDEWALK19.20PROPOSED TYPE"F" CURB (TYP)18.1619.0018.7018.9087 LF, 12" PVCCO-17I.E. 16.14CO-19I.E. 15.83C.E.= 17.2SWALECB-6SD-12BBCCMINIMUM F.F.E. = 19.50PROPOSED F.F.E. = 20.40TOP OF BANK EL.= 18.4MATCH FDOTSHARED USE PATHCB-796 LF, 12" PVCCO-14I.E. 16.53150 LF, 12" PVC96 LF, 12" PVCCO-15I.E. 17.40CO-13I.E. 17.40CO-9I.E. 16.33CO-11I.E. 15.73CO-10I.E. 15.83CO-1I.E. 16.83CO-8I.E. 16.53CO-3I.E. 17.26CO-2I.E. 16.96CO-6I.E. 17.12CO-4I.E. 17.46CO-7I.E. 16.9335 LF, 8" PVCCO-5I.E. 17.31CO-18I.E. 15.4534 LF, 10" PVC38 LF, 8" PVCCO-18I.E. 15.7945 LF, 12" PVCMINIMUM PERIMETERELEVATION 18.4CO-16I.E. 16.4418.9018.416.00ADJUST SEWER VALVE TOMATCH PAVEMENT PER ST.LUCIE COUNTY UTILITY CRITERIATYPE "E" INLET No. 13GRATE EL.= 17.20S. INV. EL.= 13.50TYPE "E" INLET No. 14GRATE EL.= 16.00N. INV. EL.= 13.5019.5059 LF, 18" CPP(A-2000)79 LF, 18" CPP(A-2000)160 LF, 18" CPP (A-2000)TYPE "E" INLET No. 2GRATE EL.= 18.60N INV. EL.= 15.00W INV. EL.= 15.0020.35TYPE "E" INLET No. 3GRATE EL.= 19.40E INV. EL.= 15.00N INV. EL.= 15.03W INV. EL.= 15.00152 LF, 18" CPP (A-2000)20.31TYPE "E" INLET No. 4GRATE EL.= 18.50E INV. EL.= 15.00N INV. EL.= 15.00SW INV. EL.= 12.5019.90101 LF, 24" CPP (A-2000)TYPE "E" INLET No. 6GRATE EL.= 18.50W INV. EL.= 15.00TYPE "E" INLET No. 7GRATE EL.= 18.50E INV. EL.= 15.00W INV. EL.= 15.00N INV. EL.= 15.00TYPE "E" INLET No. 11GRATE EL.= 18.50S INV. EL.= 15.00TYPE "E" INLET No. 8GRATE EL.= 18.50E INV. EL.= 15.00S INV. EL.= 15.00W INV. EL.= 15.00TYPE "E" INLET No. 9GRATE EL.= 18.80N INV. EL.= 15.00S INV. EL.= 15.00TYPE "E" INLET No. 12GRATE EL.= 18.50E INV. EL.= 15.00112 LF, 18" CPP (A-2000)80 LF, 18" CPP (A-2000)25 LF,18" CPP80 LF, 18" CPP (A-2000)26 LF,18" CPP66 LF, 18" CPP (A-2000)TYPE "E" INLET No. 10GRATE EL.= 18.80N INV. EL.= 15.00S INV. EL.= 15.0082 LF, 18" CPP (A-2000)40 LF, 36" CPP(A 2000)DRY PRE-TREATMENTOUTFALL PT-1TYPE "E" INLET (MODIFIED)GRATE EL.= 17.20S INV. EL.= 11.50(SEE DETAIL)DRY PRE-TREATMENTOUTFALL PT-2TYPE "E" INLET (MODIFIED)GRATE EL.= 17.20S INV. EL.= 11.50(SEE DETAIL)PROPOSED SILT FENCEAROUND PROJECTPERIMETER (TYP)PROPOSED SILT FENCEAROUND PROJECTPERIMETER (TYP)VALLEY CURBVALLEY CURBCURB CUTCURB CUTE19.10FUTURE SHAREDUSE PATH (BY FDOT)312 LF, 36" CMPPROPOSEDTYPE "F" CURB(TYP)TYPE "E" INLET No. 24GRATE EL.= 17.00S INV. EL.= 13.00E INV. EL.= 13.00PROPOSED SWALE4' B.W. @ INV. EL.= 13.003:1 SIDESLOPES18 LF, 36" CMPINV. EL.= 13.00TYPE "E" INLET No. 1GRATE EL.= 18.50W INV. EL.= 15.00S INV. EL.= 15.00TYPE "E" INLET No. 25W/STEEL RETICULINE GRATEAND TWO TRAVERSABLE SLOTSPER FDOT INDEX 201, 232GRATE EL.= 16.60E INV. EL.= 11.60135 LF, 18" RCP24" YARD DRAIN WITHTRAFFIC RATED GRATEGRATE EL.= 16.60E INV. EL.= 11.60GEN18.8018.6018.6018.7018.8519.0018.8019.0019.0018.8019.3019.6519.1018.7519.6519.1019.0219.3819.3819.2019.3818.7518.8019.0018.9018.6518.7218.8918.8018.6019.0018.9019.5019.5019.8019.4019.2019.0018.6018.7019.2019.2019.2019.1018.5018.6018.6018.7018.5018.5018.8019.0019.0018.4018.3018.2018.2018.4018.4018.5018.6018.8019.2018.7019.6019.9519.9520.0520.0519.7519.7519.7519.6019.6019.6019.6019.6019.6020.0020.1520.1520.1520.1519.9519.9519.9519.9520.1520.0020.0020.1520.1520.1520.1519.7519.7519.7520.3520.3520.3520.3520.3518.5018.5019.2018.8018.8018.4018.1618.4018.4018.4018.3018.2018.4018.1618.4018.7618.1618.1618.1618.7618.7618.4018.6018.4018.5018.4018.5018.5018.9018.5019.0018.9019.0018.5018.6518.5019.0018.3618.5518.4018.6018.1618.2019.0018.419.1418.417.2018.7618.2018.3018.5018.8520.1518.8419.5018.8218.7518.6018.6018.5018.7518.7518.5020.0519.5019.1019.6618.9019.1018.9018.6519.6019.2019.6018.6519.4819.4818.6518.6519.5019.5419.5019.6618.9619.5018.8619.6018.7019.5018.8019.5019.5018.417.3817.0117.1816.7516.8817.2016.8216.3216.1215.7515.65PROPOSEDFLUSH HEADERCURBCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONPROPOSEDFLUSH HEADERCURBPROPOSEDFLUSH HEADERCURBCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITIONCURBTRANSITION19.00EXISTING GUY POLE TO BEREMOVED/RELOCATED BYOTHERSFFGGSCALE: 1"=30'01530 60THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L. DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING, LLC.JOB No.:SHEETOFREVISIONSFLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206No.DATE BY06 222017-016WAWA at KINGSGATE CENTERLOCATED IN ST. LUCIE COUNTY, FLORIDAPaving, Grading and Drainage PlanNorth View111/26/19CMBGENERAL REVISION - REVISED PER COMMENTS212/26/19CMBREVISED UTILITIES PER COMMENTS, REV. SHEET NUMBERS301/29/20CMBREVISED PER COUNTY COMMENTS -REV. SHEET NUMBERS403/24/20SLDADDED SECTION F-F AND G-GCALL 48 HOURS BEFOREYOU DIG IN FLORIDA, IT'S THE LAWCONTINUED ON SHEET 07NOTE:UNLESS OTHERWISE NOTED THE CONTRACTORIS RESPONSIBLE FOR TEMPORARY DE-WATERINGOF STRUCTURES, SEWER LINE, DRAINAGE PIPEAND WATER LINES.LEGENDASPHALT PAVEMENT4" CONCRETE SIDEWALK6" STANDARD CONCRETE8" HEAVY DUTY CONCRETEF:\A - 006 Wawa\2017-016 Wawa - Ft Pierce\03-DWG\2017-016 WAWA KINGSGATE 20200324.dwg, 3/24/2020 2:25:51 PM, DWG To PDF.pc3265.611219ROPOSED22222020202020255.145.55 41444444144.555555555555555 1114444NSSITSBANSITB 92.49C666LF666 LF, 6 LF, 653.3611 LF 12" P1ALVVAALL