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Home My WebLink AboutACPS site plan1156 1184 C SITE — �, 1 120 1120 's 11971P -- \ . 2110 vG 1124 � M 1121 1122 1147 \\ 210 1160 NCDOT ECM \ LANDSCAPING NOTES: 1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS \ OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK. 2. EACH TREE .SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE IS NOT VISIBLE SHALL \ BE REJECTED. DO NOT COVER THE ROOT FLARE WITH MULCH. 3 DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK K . EEP MULCH A MINIMUM OF 4 INCHES AWAY FROM THE TRUNK BASE. \ *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT COUNTY UDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO CONSULT WITH A \ LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS MORE IN DEPTH THAN \THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY. g� In 1121 NOFITM g \ VICINITY MAP ,3 NosOT �- 7'33a NOT TO SCALE \ 3y. \� NCDOT ECM Ait \ r NGDOT ECM .„._, NCDOT ECM a a r NCDOT� ECM / r NCDOT ECM �. h \ \� x NCDOT \ ECM \ \ NCDOT ECM\ La0 c• , 5a \ G61 d) �J NCOOT ECM \ \ \ LEGEND: QTY.1 TYPE PLANTING SIZE MIN. HEIGHT SCIENTIFIC NAME .o CANOPY TREES EVERGREEN EUONYMUS 2 RED OAK 2" CALIPER 8' QUERCUS RUBRA PFITZER JUNIPER 4 AMERICAN HOLLY 2" CALIPER 6' ILEX OPACA In 1121 NOFITM g \ VICINITY MAP ,3 NosOT �- 7'33a NOT TO SCALE \ 3y. \� NCDOT ECM Ait \ r NGDOT ECM .„._, NCDOT ECM a a r NCDOT� ECM / r NCDOT ECM �. h \ \� x NCDOT \ ECM \ \ NCDOT ECM\ La0 c• , 5a \ G61 d) �J NCOOT ECM \ \ \ LEGEND: SHRUBS .o 40 EVERGREEN EUONYMUS 3 GAL. 24" EUONYMUS JAPONICUS Q 12 PFITZER JUNIPER 3 GAL. 24" JUNIPERUS CHINENSIS Q 14 BURFORD HOLLY 3 GAL. 24 ILEX CORNUTA. 'BURFORDII' In 1121 NOFITM g \ VICINITY MAP ,3 NosOT �- 7'33a NOT TO SCALE \ 3y. \� NCDOT ECM Ait \ r NGDOT ECM .„._, NCDOT ECM a a r NCDOT� ECM / r NCDOT ECM �. h \ \� x NCDOT \ ECM \ \ NCDOT ECM\ La0 c• , 5a \ G61 d) �J NCOOT ECM \ \ \ LEGEND: SCOTT SITE NOTES 0 NORTH CAROUNA DOT DISK Ecµ12y ECM—EXISTING CONCRETE MONUMENT x 315.32• SPOT ELEVATION �-BENCHMARK i. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED ENL PIN NUMBER 0514-07-4978.000 BY THE GENERAL a ENL—EXISTING NAIL ® SIGN 32,061 SF (0.74 AC) CONTRACTOR. o ERBO ERB—EXISTING REBAR ®BOLLARD 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE N o COMPUTED POINT PP UTILITY POLE 0.74 AC EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL mN/F — NOW OR FORMERLY C GUY WIRE 35 FT CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO Iq R/W —RIGHT OF WAY ❑T TELEPHONE 25 FT VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL PEDESTAL PROPOSED (INCLUDING HANDICAP) 26 DAMAGE INCURRED TO EXISTING UTILITIES DURING • PVC — POLYVINYL CHLORIDE I] CABLE PEDESTAL K CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL •�', RCP — REINFORCED CONCRETE PIPE N WATER VALVE CONTRACTOR'S EXPENSE. CI — CURB INLETFIRE HYDRANT 3. 4. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL DI — DROP INLET STORM DRAIN MANHOLE BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER z PROPERTY LINE ®CATCH BASIN FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE y — ADJACENT PROPERTY LINE ®DROP INLET FACE OF SIDEWALK UNLESS OTHERWISE NOTED. — — — TIE LINE SANITARY SEWER MANHOLE 6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. — RIGHT—OF—WAY •C0 CLEANOUT 7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH — — — —SETBACK LINE HARDWOOD TREE CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW OR WHITE ON ASPHALT PARKING LOT). ss SANITARY SEWER LINE { PINE TREE B. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY FM FORCE MAIN LINE 's' .':i ASPHALT BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE 3 a sD STORM DRAINAGE CONCRETE BACKGROUND OR A WHITE SYMBOL ON A BLUE BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE w WATER LINE O BUILDINGS THE INSTALLATION OF THE PROPER SIGNAGE. OVERHEAD UTILITY 9. ALL PARKING SPACES ARE TO BE LAID OUT IN ` —PERMANENT EASEMENT ACCORDANCE WITH THE SITE PLAN DIMENSIONS. 10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF—SITE IN —PUE PERMANENT UTILITY EASEMENT ACCORDANCE WITH STATE AND LOCAL LAWS AND —AUE AERIAL UTILITY EASEMENT REGULATIONS.11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER X FENCE LINE. " HARNETT COUNTY AND STATE REGULATIONS. ..✓•-, ' "K TREE LINE — 305 —MAJOR CONTOUR 302 MINOR CONTOUR NCDOT DISK NCDOT ECM R=300.00' L=132.27' CHORD N29'41'14"E 131.20' NCDOT ECM 0 0 N REMOVE 56' OF EXISTING CURB R=27.90' L=36.55' CHORD — N11'33'03"W 33.99' NCDOT ECM t I REMOVE 45' OF CONCRETE REMOVE 53' OF EXISTING CURB DUMPSRD ��1 d . p $ . o- — EXISTING CURB a u ` S17'04'11"w 10.83' TOTAL \ 1/2" % ERB a N: 54 ,206.021 E: 2,010,246.639 NC GRID NAD 83 (2011) � re qW� NCDOT DISK NCDOT \ DISK NCDOTt DISK{1}} \\ NCDOT \ .,� ...,-•-^"x DISK PP f NCDOTDISK �= C� TBM �c NDISK N:: 54 548,194.89494 E: 2,010,178.259 ELEV 313.87 NO GRID NAD 83 vG (VD 8 "\ NAVD � O \ _ ENL \v .d 9GF 9Gc^ 1/2" ERB LF RETAINING FAMILY DOLLAR STORE „ FFE: 302.06 SITE DATA SCOTT DEVELOPER WELLONS COMPANIES MAILING ADRESS 2111 HIGHWAY 210 N CITY, STATE SPRING LAKE, NORTH CAROLINA 27390 PIN NUMBER 0514-07-4978.000 PROPOSED LOT AREA 129,599 SF (2.98 AC) AREA TO BE DEVELOPED 32,061 SF (0.74 AC) ZONING COMM EXISTING USE VACANT PROPOSED USE RETAIL DISTURBED/DENUDED AREA. 0.74 AC p' FRONT 35 FT SIDE 0', 20' CORNER SIDE REAR 25 FT PARKING: REQUIRED (1 SP/300 SF NET FLOOR AREA) 19 PROPOSED (INCLUDING HANDICAP) 26 PROPOSED HC SPACES 2 K t SITE DATA SCOTT DEVELOPER WELLONS COMPANIES MAILING ADRESS 2111 HIGHWAY 210 N CITY, STATE SPRING LAKE, NORTH CAROLINA 27390 PIN NUMBER 0514-07-4978.000 PROPOSED LOT AREA 129,599 SF (2.98 AC) AREA TO BE DEVELOPED 32,061 SF (0.74 AC) ZONING COMM EXISTING USE VACANT PROPOSED USE RETAIL DISTURBED/DENUDED AREA. 0.74 AC SETBACKS REQUIRED: FRONT 35 FT SIDE 0', 20' CORNER SIDE REAR 25 FT PARKING: REQUIRED (1 SP/300 SF NET FLOOR AREA) 19 PROPOSED (INCLUDING HANDICAP) 26 PROPOSED HC SPACES 2 GRAPHIC SCALE 20 D D 20 40 ( IN FEET ) 1 inch = 20 ft. 80 to am *Iv,ot tions l engineering i land surveying 409 Chicago Drive, Suite 13Z Fayetteville, NC 28306 office 1920-426-6777 fax 1910.426-5777 license number I C-2354 vrviw.4Ds1tesetutions.com REVISIONS PROJECT NAME SITE PLAN CLIENT WELLCO CONTRACTORS, INC 211 Highway 210 North Spring Lake, North Carolina 28390 Phone: (910) 436-3131 Fax: (910)436-2242 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1353 DRAWING SCALE HORIZONTAL: 1 "=20' DATE RELEASED MAY 8, 2018 SHEET NUMBER