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HomeMy WebLinkAboutSW6201004_Plan (Grading)_20210427n rn L�..f a m r 0 W B C? m ri W m 7 U3 Lt- a 0 0 04 0 c CL 4- 0 0 0 a rn CA r5 i n i Ln 3Q 00 cq " a m� toLd 0 V) QQ N Eb 0 L0 .,"o �Q BUILDING SETBACK REQUIREMENTS A) FRONT YARD SETBACK: 30 FT B) SIDE YARD SETBACK: 10 FT C) REAR YARD SETBACK: 30 FT D) SIDE YARD CORNER LOT: 15 FT ZONING AREA ZONING: RA-8 ENGINEERS: DOUBLE D ENGINEERING, PLLC 150 S. PAGE STREET SOUTHERN PINES, NC 28387 (910) 684-8646 SURVEYOR JEFFREY L. GREEN, PLS LICENSE # 3972 5322 BIG OAK CHURCH ROAD EAGLE SPRINGS, NC 27242 (910) 673--2055 OWNERS: H&H HOMES, INC. 2919 BREEZEWOOD AVE. FAYEiTEVILLE, NC 28303 a• p m RG .A TAKE FROM NATIONAL COOPERATIVE SOIL SURVEY SOIL CLASSIFICATION: BaB BLANEY LOAMY SAND, 2 TO 8 PERCENT SLOPES BaD BLANEY LOAMY SAND, 8 TO 15 PERCENT SLOPES CaB CANDOR SAND, 1 TO 8 PERCENT SLOPES W WATER JT JOHNSTON LOAM WaB WAGRAM LOAMY SAND, 0 TO 6 PERCENT SLOPES CONSTRUCTOR SHALL INSTALL A DOUBLE STRAW NET BLANKET (EXCELSIOR MATTING) ON ALL FILL SLOPES OF THE PROPOSED STORM WATER TREATMENT POND WITHIN 7 DAYS OF PLACEMENT. i PnfrNn EIR EXISTING IRON ROD EIP EXISTING IRON PIPE OR PIN EIS EXISTING IRON STAKE G7 ECM EXISTING CONCRETE MONUMENT 0 COMPUTED POINT — — —ROAD CENTERLINE —BOUNDARY UNE ROAD RIGHT—OF—WAY PROPOSED WATER MAIN — — PROPOSED SEWER MAIN _--===—==-- --- PROPOSED CONCRETE SIDEWALK 30+r•y PROPOSED FIRE HYDRANT a PROPOSED SEWER MANHOLE EXISTING WETLANDS STORM DRAINAGE EROSION CONTROL MODIFICATION 1 1 2021 7 ouble 021 ��� ngi�ing, PLLC 150 S. Page St. • Southern Pines, NC 28387• (910) 684-8646 • Cert. No. P-1275 at UTILITY IMPROVEMENTS TO SERVE BLACKHAWK LANDING HOKE COUNTY, NORTH CAROLINA 0 nt 00�rn z Know what's below ® Call before you dig. ® Dial 811 ' Or Call 8l)0-282-7411 DISTURBED AREA = 22.43 ACREc STR EAM DATA: BEAVER CREEK 18-31-19-5 STREAM CLASS: C. RIVER BASIN: CAPE FEAR SITE IS IN A FEMA FLOOD PLAIN PER PANEL MAP NO. 3710946500J DATE: 10/ 17/06 MAP NO. 3710946400J DATE: 10/ 17/06 MAP NO. 3710945500J DATE: 10/17/06 TEMPORARY DIVERSION DITCH SEVEN DAY GROUND COVER REQUIRED. THE CONTRACTOR SHALL INSTALL THE REQUIRED LINING MATERIAL ON THE TEMPORARY DIVERSION SWALES WITHIN SEVEN DAYS OF FIRST DISTURBANCE. W " SCALE: 1" = 100' 100' 0 50' 100' 200' FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION SEPTEMBER 2020 DATE C-16