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HomeMy WebLinkAboutSW4220901_Plansheet - Proposed Conditions/Site Plan_20220921GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 240 BUA CALCULATIONS Davidson Charter Academy SQ. FT. ACRE TOTAL SITE AREA: 1,306,800 30.000 EXISTING BUA BUILDING: 0 0.000 PAVEMENTS/GRAVEL: 17,397 0.399 TOTAL: 17,397 0.399 PERCENT BUA: 1.33% EXISTING BUA TO BE REMOVED BUILDING: 0 0.000 PAV E M ENT/G RAVEL: 0 0.000 TOTAL: 0 0.000 PROPOSED BUA BUILDING: 63,941 1.468 PAVEMENT/GRAVEL: 203,769 4.678 TOTAL: 267,710 6.146 FINAL DEVELOPMENT BUA BUILDING: 63,941 1.468 PAVEMENT/GRAVEL: 221,166 5.077 FUTURE IMPERVIOUS 43,560 1.000 TOTAL: 328,667 7.545 PERCENT BUA: 25.15% KEY NOTES OA NEW PERMANENT WET POND. SEE SWM 5-7 FOR DETAILS. ElNEW DITCH SECTION WITH RIP RAP. SEE DETAIL SHEETS FOR DIMENSIONS. ONEW 4' HIGH MININUM CHAINLINK FENCE AND SWING GATE. COORDINATE MATERIAL AND GATE LOCATION WITH OWNER. ONEW WOODEN GUARD RAIL. USE 5' LONG 8"X8" PRESSURE TREATED WOOD POSTS AND 8' LONG 4"X12" PRESSURE TREATED RAILS. POSTS SHALL HAVE 3EXPOSED AND 2' BURIED IN CONCRETE AND SHALL BE INSTALLED EVERY 8'. MOUNT RAILS WITH GALVANIZED BOLTS, WASHERS AND NUTS. "801 770 30' WE PROPERTY INFORMATION PARCEL ID NUMBER: 6726-01-35-5385 ZONING: RA-3 ACREAGE: 30.00 PROPERTY OWNER/DEVELOPER: DCA LEXINGTON PROPERTIES, LLC 500 BIESECKER ROAD LEXINGTON, NC 27295 PHONE: CONTACT: email: ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 CONTACT: STEVE M. CAUSEY, PE email: scausey@allied-engsurv.com M 0 U Z N � Q Z_ J U U 0 E E_ Q 0 o .^ 00� r N Z ' Z J N co a a) w wo°O� J O N w Q _ (O = Z_ ww(flr Fu 70 0 I CO U) Z � � � J YN ��� ,a) _ c Q U �> dli� FIRM LICENSE C-1891 WOODS BARB VICINITY MAPS}��_€�_��,, ��— ILA IDATEDCE —® ti ,(� C•aR ¢� TAX PIN ID: 6726-01-46-1032 NOT TO SCALE �� '�16 H �� 8 O 0' 9 E,�9�1A32� z(ONI G: 3 p .• ESs'%oy.y m. `�- .2 \ 40, F LIz lit TIV CULTI TED LID � // `\ \ \ \ (SSo / ��w .,,"� i -- — � ®o HOW�i®1 0 790 ,06Z - \ q TAX P -�._ ATE=789.16' '77- INV OUT=786.61' � P � x PLAYGROUND \ N \ EQUIPMENT (TYP.) A A II �AN�NkFEN�E Pp \ \ Z (7 O Z Q121� � U U ¢O WLu Y O Q Z LLJ U) = U W w F- 0 Z) O I..L O W 00 LO Z �¢ o 0 r- W U N CN N Z U) N N O M 00 O O Z U W m Z m 0 w U bi METAL GATE x aN�NkFEN�E \ I A v �v w 1 1 \\ H RAM CONC. 1 ,�.E 1 1 O A � INV-61L1T=789.40' \ 'I \\\ 0 \\ O Z Q 0 ; `\`m\ z In EX CB 1 ��� O w _j C) �.� F 791 O j I \ 1O V IN 15=788.32' U) O � IN N(24)-7385' O OO OUT=783 m dW III � X PAVED A PARKING A A (7 RIM=789.64' V IN=786.41 N 0 UT=784.1 CB FLOW=791.96' INV OUT=784.9 i CB PAVED PARKING AREA i 11 rn vII uj III > O V O 1 \ W U) z O Z II w w W W D ' 1 X 'I 1 2 p 0 Cl � ' I I 1 O w w w 71 I GO I 1 O U) U) U)\ II -1 II 'I O W W W \ \ I I I 1 N N N N W N No '0 '0' I ON N N N M O I I r rO 0 0 EP ' CROSS zz 1 I I ZONI I I <j S r i I l \ I POST ml DEVELOPMENT \ 1 PLAN \ i i SHEET / I ill it _ I I SWM 2 _'---S890' 59 91"W 276.700' W OHU W