Site Plan West

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BY 30 E E E PROPOSED PLAYGROUND AREA WAT TREE SAVE AREA G TIN TO S I EX ING IN ILD BU EMA R GAS EXISTING ADA RAMP E GAS E E 1 2 PROPOSED STEPS E 2 WA S GA R5' R5' X E R5' 20' 15 GAS 20' SS R5' E 24' R5.00' R4.50' R42' R5' 20' S GA W R92' W ROW R68.00' AS 24' G 13 20' 11 20' PROPOSED 6' SIDEWALK (TYP.) R5' E WAT S GAAT W 24' R5.00' S R8' GA 24' GA R5' R8' WAT E R20' 20' 180' T WA 24 " CURB & GUTTER (TYP.) X R4.50' FH GAS 180 x 240 SOCCER FIELD (RENOVATED) 24' GAS G IN TO T S I G EX DIN IN L A I BU REM E 20' R20.00' W AT WAT PROPOSED 6' SIDEWALK (TYP.) SS WAT R287.50' W AT E GAS E SS W X WAT E WAT T WA SS E PROPOSED FIELD LIGHTING CONTROL PANEL GAS PROPOSED 24' GRAVEL DRIVE T WA R310.50' GAS AT 10/06/2023 WAT E HG 14 SS R20.00' JSH SITE PLAN W AT WAT E GA230155 SS EXISTING TREELINE E WAT R10' WAT E WAT WAT SS R23.50' 24 " CURB & GUTTER (TYP.) 4. 5. WAT WAT E WAT W WAT R23.50' SAWCUT A STRAIGHT EDGE ALONG THE PAVEMENT & THE SIDEWALK. REMOVE THE SIDEWALK. TIE THE CURB TO THE SIDEWALK EDGE. PAVE UP TO THE EDGE OF FORT DRIVE. 6. 7. G E NO. PE35488 PROFESSIONAL 10/06/2023 JO WAT 3. E HN EXISTING BUILDING TO REMAIN E NG INEE R S E T WA R5' ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT OFF OF FORT DRIVE. THE NORTHERN MOST EXISTING DRIVEWAY ALONG WHITESVILLE ROAD SHALL BE DEMOLISHED AND REMOVED. THE SOUTHERN MOST EXISTING DRIVEWAY ALONG WHITESVILLE ROAD SHALL BE CLOSED AND NOT USED DURING CONSTRUCTION . ONCE THE DECELERATION LANE IS CONSTRUCTED, THE ENTRANCE SHALL BE RE-OPENED. FOR THE DECELERATION LANE AND DRIVEWAY ALONG SR 219 / WHITESVILLE ROAD, SEE GDOT TRAFFIC CONTROL DETAILS ON SHEETS 10.6 & 10.7 FOR TRAFFIC CONTROL REQUIREMENTS. FOR THE DRIVEWAY ALONG FORT DRIVE, SEE GDOT TRAFFIC CONTROL DETAILS ON SHEETS 10.6 & 10.8. CONTRACTOR SHALL MAINTAIN ACCESS AND AT LEAST 1 LANE OPEN FROM FORT DRIVE TO THE MAINTENANCE SHED AND THE BACK BUILDING DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH AND PROVIDE ANY ACCESS CHANGES WITH THE SUPERVISORS OF THESE FACILITIES. RG E OI S T E R I AD 1. 2.