SW6190903_Plan (Site)_20191114

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%
NOTE:
EXISTING STORE TO REMAIN IN OPERATION UNTIL NEW STORE IS IN
OPERATION. ONCE NEW STORE IS IN OPERATION, THE OLD STORE SH
DEMOLISHED.
THE 2 TRACTS SHALL BE RECOMBINED INTO ONE TRACT.
PIN: 794830101026
JESSE WHEELER
DB 226 P 555
ZONED: RA-20
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%
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%
VT TO AT&T, DB 365,
5' WEST OF FIRST LAID
%S INDICATED BY
E MAREKINGS
L=45.47' M AHN
R=46.30'
CHORD=S23'55'57"W
CH. LENGTH=43.66'
�V
4v
JC9
/ 04 s
�� .y / 1 ��1'►
/ P9
PIN: 794830101025
o NEAL HOLDINGS
LLC C
/ DB 1264 P 721-723
�4
Q $ ZONED: NB
PIN: 794830101013 2� MOO
LINFIELD PARTNERS, LLC
DB 1216 P 770 10' LANDSCAPE \ _
ZONED: NB �� BUFFER _
BUILDING \ 00
SETBACK LINE 133'
Q�
o^:
�o
NEW SEPTIC TANK TO BE INSTALLED
PHASE 1. TANK SIZE AND vv1
CONFIGURATION TO BE DETERMINED BY -
HOKE COUNTY ENVIRONMENTAL HEALTH
EXISTING SEPTIC
TANK TO BE REUSED
PIN: 794830101068
DAVIS BRIDGE ENTERPRISES, LLC
DB 1233 P 1026
ZONED. -NB
PIN: 794830101010
JOESPH RIDDLE III
DB534P617
ZONED: NB
NEW 1" DOMESTIC WATER SERVICE
TO BE INSTALLED BY THE HOKE
COUNTY WATER DEPARTMENT. THE
OWNER SHALL BE RESPONSIBLE FOR
COORDINATING THE INSTALLATION
9" THICK ABC BASE COURSE
(100% COMPACTED)
2" 1-19.08
r- 2" S-9.513
TBM: EXISTING [RON PIN
N: 436869.5150
E: 1983668.5270
ELEV. 135.92' - — —1
SR:�-1003 ARABIA1ROAD (602=R/W) PUBLIC
'♦ 65.78'
19' R
PIN: 794830101216
go
EXISTING FIBER
OPTIC LINE
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
Ye]Im1lrrl.
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
[phone]
P
- - \� < P
HEAL HOLDINGS TRACT 2 BUILDING I � `< N
LLC
/ DB 1264 P 719-720
ZONED: NB1RA-20
� � 0
CONTRACTOR\ SHALL
END CONSTRUC)�ON
F�RE FOR PHASE
\ SETBACK LINE
/ I' 1 , �\� ��i C
GAS PUMPS AND COVER I� SCM EASEMENT-
0
—36.11
,,- /I , _ _ \ ♦ \ 10 LANDSCAPE BUFFER
NEW ASPHALT DRIVE 'j"-
\ ":CANOPY
13
LSD oG $ ` 145.50' CURB AND GUTTER
�ti S ♦ UNDERGROUND U � `, . Y _ ' ' \
-0EW 18" CONCRETE 27' / ���
1• �r3, STORAGE . --� ', _ r
CURB AND GUTTER �--�1 , TANK/ CONCRETE STORMWATER FLUME TO
STORMWATER TREATMENT POND
40.00'-
SEPTIC SYSTEM 3 / / - 6' CONCRETE SIDEWALK WITH 1
FORCE MAIN ; 15.50
ACT 1 --. 3—DUMPSTER
/ /-���----HANDICAP RAMPS PAD 5 23, f SHORT STOP Q �` I a
EXISTINGf � WITH SCREENING 1
' \ FIELD SEPTIC ` x \ ' puFF\ 1 SEPTI C SYSTEM _ \ 1,0 0 \ \ STORMWATER jj t , /
\ �F�ELp PUMP TANK. Q� TREATMENT AREA I SCM EASEMENT
JV
SANITARY SEWER AND
,I
�DRAINFIELD EASEI
PB 354, PG 3
PIN: 794830101069
DAVID CARLSON
DB 972 P 629
ZONED: NB
133,
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.
PIN: 794830101217
VIVIAN DODSON
DB 663 P 024
ZONED: RA-20
JILDING
7-TBACK LINE
10' LANDSCAPE BUFFER
WETLANDS:
THERE ARE NO WETLANDS
LOCATED ON THIS TRACT
DAVID T. UPCHURCH, PE
[�111.4I'll 21" W, a IVy'1
OTAL DISTURBED AREA
HASE 1 56,893 SF 1.30 AC
HASE 2 17,592 SF 0.403 AC
GENERAL INFORMATION:
ROJECT OWNERS:
EAL HOLDINGS LLC
HRIS NEAL
007 ARSENAL AVENUE
AYETTEVILLE, NC 28305
10-433-4490
BUILDING SETBACKS:
RA-20 ZONING:
FRONT YARD: 30'
SIDE YARD: 10'
REAR YARD: 25'
NB ZONING:
FRONT YARD: 10'
SIDE YARD: 5'
REAR YARD: 25'
SCALE: 1" = 10'
10' 0 5' lot 20'
REVISIONS �,0000"1
SYM. DESCRIPTION DATE o u b e as qH0
--���f 4ES ` SITE PLAN - PHASE 1 JUNEDATE
° �'' SHORT STOP GAS STATION
HOKE COUNTY, NORTH CAROLINA
n ineerin , PLLC �� GINEF;�.r'G�r` PRELIMINARY DRAWINGS
T C 2
�,,,,,,,,„�,,,,�.� FOR REVIEW ONLY SHEET N0.
150 S. Page Street • Southern Pines, NC 28387 • (910) 684•-8646 • Cert. No. P-1275 I, r1,

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%
PIN: 794830101013
LINFIELD PARTNERS, LLC
DB1216P770
ZONED: NB
PIN: 794830101026
JESSE WHEELER
DB 226 P 555
ZONED: RA-20
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%
L=45.47'
R=46.30'
CHORD=S23'55'57"W�
CH. LENGTH=43.66'
�G
�V n
J
Q
7
14'
i
i
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%
EASEMENT TO AT&T, DB 365,
PG 694, 5' WEST OF FIRST LAID
CABLE AS INDICATED BY
SURFACE MAREKINGS
Q 13s 30'�- NEW ASPHALT DRIVE
Q
133.00, NEW 18" CONCRETE
/ \ CURB AND GUTTER / �1I TANKR/
10' LANDSCAPE .\
BUFFER \
BUILDING 00
SETBACK LINE 133- \ \�
NEW SEPTIC TANK TO BE INSTALLED
PHASE 1. TANK SIZE AND
CONFIGURATION TO BE DETERMINED BY
HOKE COUNTY ENVIRONMENTAL HEALTH
EXISTING SEPTIC
TANK TO BE REUSED
PIN: 794830101068
DAVIS BRIDGE ENTERPRISES, LLC
DB 1233 P 1026
ZONED: NB
PIN: 794830101010
JOESPH RIDDLE III
DB534P617
ZONED: NB
TBM: EXISTING IRON PIN
N: 436869.5150
E: .1983668.5270
ELEV. 135.92' ---__---y
-S&-1003 ARABIA ROAD (601==R/W) PUBLIC
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
TOPOGRAPHY SURVEY BY:
TERRY FAIRCLOTH, PLS
2017 FALLOW RUN
EXISTING FIBER FAYETTEVILLE, NC 28312
OPTIC LINE [phone]
\ - / 18" ,CONCRETE
CURB AND GUTTER
-13" CONCRETE STORMWATER FLUME TO
STORMWATER TREATMENT POND
6' CONCRETE SIDEWALK WITH I
-- - -4b \ HANDICAP RAMPS
I
Q� i 'SCM EASEMENT
N,
STORMWATER
TRLATMENT'AREA
PIN: 794830101217
VIVIAN DODSON
DB 663 P 024
ZONED: RA-20
BUILDING
SETBACK LINE
Fes, 10' LANDSCAPE BUFFER
13-3
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.
DISTURBED AREA
r TOTAL DISTURBED AREA
19' R L 1 f- �-- f -3 —13�— 7 - / PHASE 1 56,893 SF 1.30 AC
_ — — — PHASE 2 17,592 SF 0.403 AC
- 131 r -�`' � `� � GENERAL INFORMATION:
G
59' R �- }} TRACT 2 f - - \ - BUILDING \ > ) PROJECT OWNERS:
\ SETBACK LINE NEAL HOLDINGS LLC
�l CHRIS NEAL
/ / \ GAS PUMPS AND COVER SCM EASEMENT---`1r �� F` 100E ARSENAL AVENUE
� FAYETTEVILLE, NC 28305
/ o 0�1 \ �\ �' Q _ /� II 910-433-4490
UNDERGROUVD V
1 1 3 STORAGE/
00
TRACT 1- -
EXISTING~ J \
SEPTIC
FIELD I \
\ :CANOPY
SHORT STOP
' SEPTIC SYSTEM
PUMP TANK.
SANITARY SEWER AND
\ / __ DRAINFI ELD EASEI+
I
REVISIONS
SYM. DESCRIPTION DATE o u b e
TRC COMMENTS 11-9-19 3 11 19 a
TRC COMMENTS 3 22 19 3 26 19
n ineerin , PLLC
J J
150 S. Page Street . Southern Pines, NC 28387 • [phone] . Cert. No. P-1275
I
PIN: 794830101069
DAVID CARLSON
DB 972 P 629
ZONED: NB
WETLANDS:
THERE ARE NO WETLANDS
LOCATED ON THIS TRACT
DAVID T. UPCHURCH, PE
a
41, , 0000oft.
�?;
;Q SHORT STOP GAS STATION
S
HOKE COUNTY, NORTH CAROLINA
cINE
" �«rtell
RA-20 ZONING:
FRONT YARD: 30'
SIDE YARD: 10'
REAR YARD: 25'
NB ZONING:
FRONT YARD: 10'
SIDE YARD: 5'
REAR YARD: 25'
SCALE: 1" = 10'
10' 0 5' 10' 20'
SITE PLAN - PHASE 2
PRELIMINARY DRAWINGS
FOR REVIEW ONLY
DUNE/2019
DATE
c-3-
SHEET NO.