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Home My WebLink AboutSW6190903_Plan (Grading)_20191114IMPERVIOUS AREA EXISTING TRACT 1 PRE—DEVELOPEMENT TOTAL AREA = 22,538.26 SF EXISTING IMPERVIOUS AREA = 15,748.96 SF % IMPERVIOUS AREA = 70.689% POST —DEVELOPMENT TOTAL AREA = 22,538.26 SF PROPOSED IMPERVIOUS AREA = 5,354.36 SF % IMPERVIOUS AREA = 23.75% IMPERVIOUS AREA EXISTING TRACT 2 PRE—DEVELOPEMENT TOTAL AREA = 68,522.18 SF EXISTING IMPERVIOUS AREA = 1,487.26 SF % IMPERVIOUS AREA = 2.17% POST —DEVELOPMENT TOTAL AREA = 68,522.18 SF PROPOSED IMPERVIOUS AREA = 32,493.41 SF % IMPERVIOUS AREA = 47.42% BUILDING SETBACK LINE EXISTING SEPTIC TANK TO BE REUSED GENERAL NOTES: 1. SITE SHALL BE CLEARED AS NOTED ON PLAN, OF ALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS GAS TANKS, PIPES, FENCES, WALLS, FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, AND OTHER VEGETATION. THIS MATERIAL SHALL BE SATISFACTORILY DISPOSED OF OFF —SITE. 2. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ITS ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3. PRIOR TO ANY CONSTRUCTION OR LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL VERIFY THAT DESIGN PLANS FOR CONSTRUCTION ARE SIGNED, SEALED AND DATED BY DOUBLE D ENGINEERING, PLLC. IMPERVIOUS AREA COMBINED TRACT PRE—DEVELOPEMENT TOTAL AREA = 91,060.44 SF EXISTING IMPERVIOUS AREA = 17,236.22 SF % IMPERVIOUS AREA = 18.92% POST —DEVELOPMENT TOTAL AREA = 91,060.44 SF PROPOSED IMPERVIOUS AREA = 37,847.77 SF % 1MPERV[OUS AREA = 41.56% 1 � S� r• ` � �l LIST 00 I , I oTRACT 1 / io x TBM: EXISTING [RON PIN N: 436869.5150 E: 1983668.5270 ELEV. 135.92' SR 1003 ARABIA ROAD (601 R/W) PUBLIC TRACT 2 135 �o s� rA GAS PUMPS AND COVER SCM EASEMENT o a o 1p SANITARY SEWER ANDS DRAINFIELD EASEMENT 1 CANOPY SHORT STOP FFE 136.33' I 34 r a33." EXISTING FIBER OPTIC LINE I STORM WATER TREATMENT CM EASEMENT BUILDING SETBACK LINE WETLANDS: THERE ARE NO WETLANDS LOCATED ON THIS TRACT DAVID T. UPCHURCH, PE STREAM DATA: ROCKFISH CREEK SURFACE FRESHWATER CLASSIFICATION: B RIVER BASIN: CAPE FEAR: INDEX 18-31—(18) SITE IS NOT IN A FEMA FLOOD PLAIN PER FIRM PANEL MAP NO. 3710948300L — DATE: 1 /5/07 YARD/BUFFER DIMENSIONS: EXISTING SETBACKS (NB): A) BUILDING SETBACK FRONT: 10' MINIMUM B) EXTERIOR SIDE SETBACK: 5' MINIMUM C) REAR SETBACK: 25' MINIMUM EXISTING SETBACKS (RA-20): A) BUILDING SETBACK FRONT: 30' MINIMUM B) EXTERIOR SIDE SETBACK: 10' MINIMUM C) REAR SETBACK: 25' MINIMUM ZONING AREA ZONING: NB ZONING: RA-20 Yi11m1l:11rl SOIL CLASSIFICATION: BaB: BLANEY LOAMY SAND 2 TO 8 PERCENT SLOPES JT: JOHNSTON LOAM TOPOGRAPHY SURVEY BY: TERRY FAIRCLOTH, PLS 2017 FALLOW RUN FAYETTEVILLE, NC 28312 (910) 494-7444 ;1 .. 1 .oR, TOTAL DISTURBED AREA PHASE 1 56,893 SF 1.30 AC PHASE 2 17,592 SF 0.403 AC GENERAL INFORMATION: PROJECT OWNERS: NEAL HOLDINGS LLC CHRIS NEAL 1007 ARSENAL AVENUE FAYETTEVILLE, NC 28305 910--433-4490 SCALE: 1" = 10' 10' 0 5' 10' 20' REVISIONS w�ua SYM. DESCRIPTION DATE o u b l e .4��" "�`-' -�W, FEss, y- GRADING PLAN - PHASE I DUNE/2019 =Q�° �9 SHORT STOP GAS STATION DAM • S '� a HOKE COUNTY, NORTH CAROLINA PRELIMINARY DRAWINGS n ineerin(i/''y�'J, PLLC .�0IN..�'A.� V ,O ... J '�•, r" UQcN C-4 Street • Southern Pines NC 28387 • 910 684-8646 • Cert. No. P-1275 maevil""''' jq'3_ FOR REVIEW ONLY 150 S. Page S ( } SHEET NO. ® Know what's below ® , Call before you dig. ® Dial 811 Or Call 800-282-7411 IMPERVIOUS AREA EXISTING TRACT 1 PRE•—DEVELOPEMENT TOTAL AREA = 22,538.26 SF EXISTING IMPERVIOUS AREA = 15,748.96 SF % IMPERVIOUS AREA = 70.689% POST —DEVELOPMENT TOTAL AREA = 22,538.26 SF PROPOSED IMPERVIOUS AREA = 5,354.36 SF % IMPERVIOUS AREA = 23.75% IMPERVIOUS AREA EXISTING TRACT 2 PRE—DEVELOPEMENT TOTAL AREA = 682522.18 SF EXISTING IMPERVIOUS AREA = 1,487.26 SF % IMPERVIOUS AREA = 2.17% POST —DEVELOPMENT TOTAL AREA = 68,522.18 SF PROPOSED IMPERVIOUS AREA = 32,493.41 SF % IMPERVIOUS AREA = 47.42% IMPERVIOUS AREA COMBINED TRACT PRE—DEVELOPEMENT TOTAL AREA = 91,060.44 SF EXISTING IMPERVIOUS AREA = 17,236.22 SF % IMPERVIOUS AREA = 18.92% POST —DEVELOPMENT TOTAL AREA = 91,060.44 SF PROPOSED IMPERVIOUS AREA = 37,847.77 SF % IMPERVIOUS AREA = 41.56% OV BUILDING >\ PACT 1 SETBACK LINE 133 _ ,y �\ EXISTING SEPTIC TANK TO BE REUSED \ \ \ \ � �,C F —� I GENERAL NOTES: 1. SITE SHALL BE CLEARED AS NOTED ON PLAN, OF ALL OBSTRUCTIONS AND DELETERIOUS MATERIAL SUCH AS GAS TANKS, PIPES, FENCES, WALLS, FOUNDATIONS, LOGS, SHRUBS, BRUSH, WEEDS, AND OTHER VEGETATION. THIS MATERIAL SHALL BE SATISFACTORILY DISPOSED OF OFF —SITE. 2. THE LOCATION OF EXISTING UTILITIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ITS ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3. PRIOR TO ANY CONSTRUCTION OR LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL VERIFY THAT DESIGN PLANS FOR CONSTRUCTION ARE SIGNED, SEALED AND DATED BY DOUBLE D ENGINEERING, PLLC. TBM: EXISTING IRON PIN N: 436869.5150 E: 1983668.5270 ELEV. 135.92' PUBLIC EXISTING FIBER OPTIC LINE ' I -13R___1 , I ' / 1� r r , 1 ` SCM EASEMENT STORMWATER TREATMENT BUILDING SETBACK LINE �1 133, / WETLANDS: THERE ARE NO WETLANDS LOCATED ON THIS TRACT DAVID T. UPCHURCH, PE STR EAM DATA: ROCKFISH CREEK SURFACE FRESHWATER CLASSIFICATION: B RIVER BASIN: CAPE FEAR: INDEX 18-31—(18) SITE IS NOT IN A FEMA FLOOD PLAIN PER FIRM PANEL MAP NO. 3710948300L -- DATE: 1 /5/07 YARD/BUFFER DIMENSIONS: EXISTING SETBACKS (NB): A) BUILDING SETBACK FRONT: 10' MINIMUM B) EXTERIOR SIDE SETBACK: 5' MINIMUM C) REAR SETBACK: 25' MINIMUM EXISTING SETBACKS (RA-20): A) BUILDING SETBACK FRONT: 30' MINIMUM B) EXTERIOR SIDE SETBACK: 10' MINIMUM C) REAR SETBACK: 25' MINIMUM ZONING AREA ZONING: NB ZONING: RA-20 SOIL DATA SOIL CLASSIFICATION: BaB: BLANEY LOAMY SAND 2 TO 8 PERCENT SLOPES JT. JOHNSTON LOAM Ito] 90il]i?.1NiFA 11111101Ja�� :��il TERRY FAIRCLOTH, PLS 2017 FALLOW RUN FAYETTEVILLE, NC 28312 (910) 494-7444 DISTURBED AREA TOTAL DISTURBED AREA PHASE 1 56,893 SF 1.30 AC PHASE 2 17,592 SF 0.403 AC GENERAL INFORMATION: PROJECT OWNERS: NEAL HOLDINGS LLC CHRIS NEAL 1007 ARSENAL AVENUE FAYETTEVILLE, NC 28305 910-433-4490 SCALE: 1" = 10' 10' 0 5' 10' 20' REVISIONS �aawul�, SYM. DESCRIPTION DATE 0 U ble ,,..�a , s 4� `' s,, JUNE/2019 �oFE ; GRADING PLAN -PHASE 2 OAT@ =Q SHORT STOP GAS STATION HOKE COUNTY, NORTH CAROLINA PRELIMINARY D AWIN n ineerin , PLLC �F�.DRAWINGS g g =� crNE��''c,�r T 'gip �►J,�� C-5- 150 S. Page Street • Southern Pines, NC 28387 • (910) 684-8646 • Cert. No. P-1275 'tfill�""`�1�� FOR REVIEW ONLY SHEET N0.