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WAT E E WAT E 3+00 2+00 1+00 WAT E E WAT E 0.62 .08 BY E E WAT E WAT E E E E PROPOSED 8' SIDEWALK W E E WAT WAT WAT WAT 50 25 0 50 SCALE IN FEET 1" = 50' E WAT 5+00 6+00 7+00 8+00 9+00 9+19.86 GAS SS GAS E FH E X X GAS BEGIN 4' HIGH CONCRETE BLOCK KNEE WALL (STA 0+00.00) 150 4+00 -0+00 29 PARKING SPACES 100 WAT REVISIONS E PT=5+3 E PCC=4+75 E PT=2+60.04 E PC=9+19.86 GAS 2 WAT WAT WAT PCC=4+30.06 W E E PC=3+85.04 E WAT WAT PCC=2+15.03 E PCC=1+03.22 WAT PT=0+34.46 PC=0+45.94 E BEGIN 8' SIDEWALK E LIGHT DUTY ASPHALT WATE E E E WAT WAT E E E WAT E E E WAT E E E E WAT E .73 11 0+ C= PR WAT E FORT DRIVE GAS SS WAT E X PROPOSED FIELD IRRIGATION CONTROL PANEL X E W X WA T AT E X GAS E 2 FH T WA HEAVY DUTY ASPHALT X SS GAS E S GA X X X X X X 2 E TREE SAVE (TYP) SS GAS E G TIN TO S I EX ING IN ILD BU EMA R FH SS E FH TREE SAVE (TYP) HANDRAILS 252 PARKING SPACES E PROPOSED BICYCLE RACKS SS E E 2 SS E SS GAS E E E SS TREE SAVE (TYP) E 180 x 240 SOCCER FIELD (RENOVATED ) 2 SS GAS HEAVY DUTY ASPHALT E E GAS LIGHT DUTY ASPHALT GAS E GAS E E SS SS SS SS GAS ING IST G TO X E IN N I ILD BU EMA R WAT WAT E 2 2 E HEAVY DUTY CONCRETE SS AT PROPOSED DUMPSTER (PAD ONLY) SS W EXISTING BUILDING TO REMAIN GAS E E GAS GAS E E SITE PLAN OVERALL SS X X X GAS T LIGHT DUTY ASPHALT GAS E FH GAS X END 8' SIDEWALK WA EXISTING GRAVEL PARKING AREA SHALL BE RE-GRADED AND NEW GRAVEL SHALL BE OVERLAID TO MAKE THE OVERFLOW PARKING AREA MORE UNIFORMED. HEAVY DUTY ASPHALT WHITESVILLE ROAD SOCCER COMPLEX TROUP COUNTY , LAGRANGE GA. X T WA HEAVY DUTY CONCRETE SR 219 / WHITESVILLE ROAD X SS E S 2 83 PARKING SPACES HARRS IGRAY L,LC SS ED OS ND P PRO GROU Y PLA AREA GA = FIELD LIGHTING w/POLE 2 T WA SOCCER BARRIER NETTING 2 EXISTING BUILDING ADDITION / PORCH. RAMP IS BUILT.