SW8160910_APPROVED PLANS_20191121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 16lij I O
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aoll I i al
YYYYMMDD

,ii."�e:���, ..1, :1;
VICINITY MAP
SCALE: 1"=1,000' NORTH
SITE DATA
PROJECT NAME:
ENTERPRISE DRIVE SELF -STORAGE
SITE ADDRESS:
2011 ENTERPRISE DRIVE NE, LELAND, NC 28451
PIN:
2188-09-06-2699
PARCEL ID:
0280000842
PROPERTY OWNER:
WCM ENTERPRISES, LLC
SOURCE DEED:
DEED BOOK 1233, PAGE 223
TRACT AREA:
10.70t ACRES
PROJECT AREA:
7.50t ACRES
ZONING:
IG - INDUSTRIAL -GENERAL
PROPOSED USE:
SELF-SERVICE STORAGE FACILITY
DIMENSION REQUIREMENTS
SETBACKS: REQUIRED PROVIDED
*FRONT 50, 50,
SIDE 10, 10,
REAR 50, NA
*FRONT SETBACKS AND STREETYARD BUFFERS APPLY TO ALL STREETS
BUFFERS:
**STREETYARD 25' 25' & 20' (US 74 AVG.)
**STREETYARD BUFFERS APPLY TO ALL STREETS
MAXIMUM BLDG. HEIGHT 50,
<50'
BUILDING INFORMATION
5 STORAGE BUILDINGS
BUILDING A (13'x50' RV UNITS)
9,100 SF
BUILDING B (13'x50' RV UNITS)
9,100 SF
BUILDING C (PH 2)
23,200 SF
BUILDING D (PH 2)
23,100 SF
BUILDING E (710 STORAGE UNITS)
45,570 SF
(BUILDING E UNIT RANGE: 5'x5 TO 10'x20')
TOTAL BUILDING AREA:
110,070 SF
PARKING INFORMATION
PARKING REQUIREMENTS (SELF -STORAGE):
MINIMUM REQUIRED: 1 SPACE PER 100 UNITS OR 5 MIN.
SELF -STORAGE UNITS: 710 / 100 = 8 REQ'D.
PARKING REQUIREMENTS (OFFICE):
MINIMUM REQUIRED: 1 SPACE PER 300 SF
OFFICE SPACE: 500 SF / 300 SF = 2 REQ'D.
TOTAL PROVIDED: 23 SPACES
ACCESSIBLE SPACES REQUIRED: 1 SPACE PER 3 SEPARATE PARKING AREAS
PER LATEST NC BLDG. CODE GUIDANCE
ACCESSIBLE SPACES PROVIDED: 3 PARKING SPACES
SITE INVENTORY NOTES
1. SITE BOUNDARY, TOPOGRAPHY, & TREES TAKEN FROM SURVEY PROVIDED BY PARAMOUNTE
ENGINEERING, INC. ADJACENT PROPERTY LINES, ARE BASED ON BRUNSWICK COUNTY G.I.S.
DATA AND ARE APPROXIMATE.
2, EXISTING WATER AND SEWER INFORMATION PROVIDED BY BRUNSWICK COUNTY. LOCATIONS
ARE APPROXIMATE PER GIS.
3. THERE ARE TREES ARE ON THE PROPERTY. SEE SHEET C-2.1.
4. SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.
5. SITE IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE.
6. SITE IS NOT LOCATED WITHIN A CONSERVATION OVERLAY DISTRICT.
7. NO 404 WETLAND AREAS EXIST ON THE SITE.
8. ALL UTILITIES TO REMAIN UNDERGROUND.
9, TRASH DISPOSAL BY DUMPSTER ONSITE.
10. NEW BUILDING SIGNS WILL BE LOCATED AND APPROVED BY THE BRUNSWICK COUNTY
PLANNING DEPARTMENT.
11, TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
12. NO EXISTING DRIVEWAYS ARE TO BE CLOSED UNLESS NCDOT PLANS SPECIFY OTHERWISE.
13. CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL
TIMES DURING CONSTRUCTION.
14. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.
15. PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE
PROJECT.
16. PERIMETER FENCING WITHIN THE DUKE ENERGY RIGHT-OF-WAY WILL BE APPROVED BY
BRUNSWICK COUNTY AND DUKE ENERGY AND MUST FOLLOW DUKE ENERGY'S TRANSMISSION
RESTRICTIONS AND GUIDELINES.
17. ANY GROUND LEVEL MECHANICAL EQUIPMENT TO BE SCREENED PER LANDSCAPE CODE.
18. NO OUTDOOR LIGHT POLES OR SITE LIGHTING IS PROPOSED OTHER THAN EXTERIOR DOORWAY
LIGHTS ON THE BUILDING(S).
19. NO OUTDOOR STORAGE WILL BE PERMITTED BY BRUNSWICK COUNTY WITHOUT PRIOR
APPROVAL BY PLANNING DEPARTMENT.
MIN. 16-FT WIDE CHAINLINK GATE
6-FT HEIGHT WITH DUKE ENERGY
SUPPLIED LOCKS. OWNER TO COORDINATE
WITH DUKE ENERGY
U�Z
FENCE SHALL BE 12" or
U) 18" OFF DUKE ROW
W�
00
"tCO
O c�
r�
CO �•
wzo�
Z a.
W
W
Y
0
NCDOT DRIVEWAY SECTION
WITHIN ROW (SEE DETAILS)
V-F- t i.]Lnvr" r L.WdV1I I Im IYI rG11Il,G MLVIrV
US 74 FRONTAGE
Self -Storage Prohibitions Bruns Co. LIDO Section 5.3.5.R.6
i. Commercial, wholesale or retail sales, flea markets or peddling, or miscellaneous or garage.
However, once a month, the management of the self -storage mini -warehouse
complex may conduct a one -day auction or sale of abandoned or stored materials to settle
unpaid storage bills in accordance with State of North Carolina regulations.
ii. Servicing, repair, or fabrication or motor vehicles, boats, trailers, lawn mowers, appliances,
or other similar equipment.
iii. Operation of a transfer -and -storage business.
iv. Operation of power tools, spray painting equipment, table saws, lathes, compressors,
welding equipment, kilns, or other similar equipment except when needed for maintenance
of the use.
v Any activity that is noxious or offensive because of odors dust noise fumes or vibrations
GATE MUST BE SIREN ACTIVATED
PER BRUNS CO. FIRE MARSHALL
(BY OTHERS).
10'x70' SITE DISTANCE
TRIANGLE, TYP.
TRADE STREET FRONTAGE
WITH DUKE ENERGY ON
OVERHEAD RE-ROUTE
IF NECESSARY.
ANDREW-1ACKSON HIGHWAY
U.S. 74-75W (WFdST BOUND)
1111*1411193.
— OHE—
ua�
W W W
-- SS SS —
—x x
- - € 8 - - --
OWNER TO COORDINATE
WITH DUKE ENERGY ON
OVERHEAD RE-ROUTE
IF NECESSARY IN THIS LOCATION.
BRUNSWICK COUNTY
COMMUNITY COLLEGE
PIN#2188-09-06-6837
r%M An A Mt- .9 P_'C
OVERHEAD ELECTRIC
BURIED TELEPHONE LINE
BURIED GAS LINE
BURIED TV CABLE
BURIED FIBER OPTIC
WATER LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
FENCE (TYPE AS SPECIFIED)
EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
BOUNDARY LINE
PROPOSED SETBACKS
PROPOSED BUFFERSIEASEMENTS
PROPOSED BUILDING
CONCRETE PAVEMENT
SIDEWALK
ASPHALT PAVEMENT
20'x70' SITE DISTANCE
TRIANGLE, TYP.
PROPOSED STOP SIGN
PER MUTCD.
PROPOSED
70LF DIRECTIONAL
DRILL 1.0" WATER LINE
PROPOSED
36"x1" SADDLE &
CORP. STOP
- EXISTING
FIRE HYDRANT
— -- — ---- ——- _.— _ ___ _
Wx4" CLEANOUT PARK SIGN FM 10 FM -F M I M 1
_....
moom
RIM=58.50t PROPOSED 1.0" SGR9 WATERLINE 6"x4" CLEANOUT c -
INV=57.53 �? RIM=58A0± PROPOSED
w - W W -w W W ----W _W_W -- -W - -w --W W INV=54.37 7W 1.0" METER 18" INSIDE ROW
vi. Storage of hazardous chemicals, flammable liquids, or combustible and explosive
vii. Habitamaterials. # on of storage units by humans or animals. ANDREW JNCKSON HIGHWAY --
U.S. 7476W (]EAST BOUND)
DUKE ENERGY EASEMENT NOTES:
1. 1 ALL PROPOSED SHRUBS SHALL NOT BE LOCATED CLOSER THAN 5' FROM THE 100' DUKE ENERGY
EASEMENT AREA, AS SHOWN ON THIS PLAN. —W W W W W Wr W W W W
2. ALL PROPOSED FENCING PARALLEL TO THE 100' DUKE ENERGY EASEMENT SHALL NOT BE LOCATED
CLOSER THAN V FROM THE EASEMENT AREA, AS SHOWN ON THIS PLAN.
3. NO IRRIGATION CAN BE LOCATED WITHIN THE 100' DUKE ENERGY EASEMENT.
AND ENCLOSED BACKFLOW - O
l--f
PREVENTER (SEE DETAILS) �--I
NOTE: DO NOT PLACE U
- - - - - METERS OR BACKFLOW DEVICES -
` INSIDE DUKE ROW.
AprRO D Z
NO - CAROLINA 1 "RONMENM C
ON- -- _.._ U
- - Ar,1 it/a1�I� f I�
- - - o
zF4 D'i LD 44
GRAPHIC SCALE fT�
0 25 50 100 200
SCALE: 1 "=50'
Z
O
Cn
5
W
U CV)
J W *
CO
W � N
U
N-0Z
CL¢o
Z
0 CL 4 Z
�U�
o U LO J
_Z �M�
Z
w
J
U
W�
Z
°� .
�D v� N
_ q�aV
Cd
0 1E
c,
OQ C
aj
c.4 0 r- ;
Z V
E - Z
�o
Z
rW� U
V
O U
W
ZU
a
Z
H (4Q�D
H Ix
Cn�W
Q �w�
W H�
� WNW
Z aLa
m u 72 X
ZO ama
Q
Q z O
00 O u_
U 6� Z
¢v,o 0
W azulw LU ri
W2ptr� zzY
11 0 U_W 0 puviCdU
SEAL \\``yitiitiJJrlr��
CAI?o
L
— - 03�43854
���?�•°•FHGINEi °-,A, `
05 125 117
C-2*0
PEI JOB#: 13119.PE
,�-; _Y_._ � -_- �? F, •-�7 Rr" --�•-r-�l-' r _ _ �l _ .tr - _ '•�?• "j'��" Ir. ��'T"' -
. 'i r J � °.. l r ... '.� ' r . � .. fir. �_' .. !• ': � ! .,

+G�_ sr _ i 11.i.1 .,.:,JC'•1'_r..�I.n_L� _� �--�- -�•----..�_ isa..�._:'�'iL.Yi.Li.isL_',d:c1_il,,iii_:"•':'��z��a:_
SITE DATA
PROJECT NAME:
ENTERPRISE DRIVE SELF -STORAGE
SITE ADDRESS:
2011 ENTERPRISE DRIVE NE, LELAND, NC
28451
PIN:
2188-09-06-2699
PARCEL ID:
0280000842
PROPERTY OWNER:
LIP MINI STORAGE, LLC
SOURCE DEED:
DEED BOOK 4082, PAGE 844
PLAT BOOK 101, PAGE 65
TRACT AREA:
10.70t ACRES
ZONING:
IG - INDUSTRIAL -GENERAL
PROPOSED USE:
SELF-SERVICE STORAGE FACILITY
IMPERVIOUS INFORMATION
5 STORAGE BUILDINGS
BUILDING A
(13'x50' RV UNITS)
9,100 SF
BUILDING B
(13'x50' RV UNITS)
9,100 SF
BUILDING C
(PH 2)
23,200 SF
BUILDING D
(PH 2)
23,100 SF
BUILDING E
(710 STORAGE UNITS)
45,120 SF
TOTAL BUILDING AREA:
109,620 SF
PARKING AREA
91,401 SF
SIDEWALKS
900 SF
GRAVEL PARKING
40,000 SF
TOTAL IMPERVIOUS ALLOCATION
241,921 SF
ASBUILT STORMWATER NOTES:
1. AREA CALCULATED BY COORDINATES.
2. ASBUILT SURVEYS PERFORMED BY CHRIS GAGNE, PLS, PARAMOUNTE ENGINEERING.
3. INSTALLATION & CONSTRUCTION PERFORMED BY HONEYCUTT CONSTRUCTION, INC.
4. POND RULES COMPLY WITH PERMIT SW8 160910 AND PER NC STORMWATER RULES 15A
NCAC 2H.1000 PRE-2017 RULE CHANGE.
STORM DRAINAGE SCHEDULE:
Upstream
Node
Downstream
Node
Upstream
Invert
Downstream
Invert
Diameter
(In)
Pipe length
(ft)
Slope {%)
Upstream Rim
Elev
D1105
DI104
56.50
55.68
1$
136-0
0.60%
60.50
D1104
DI103
55.68
53.89
24
179.1
1.00%
60.40
Di 103
DI 102
53.89
53.48
24
83.0
0.50%
60.03
DI102
DI101
53.48
51.33
24
214.9
1.00%
58.89
DI101
DI100
51.33
49.20
30
212.6
1.00%
58.94
DI 100
ES 100
49.20
49.00
30
65.6
0.30%
57.46
DI106
DI102
54.16
53.48
18
136.5
0.50%
60.72
DI 200
DI 100
52.16
49.20
15
295.9
1.00%
55.56
DI303
DI
56.50
56.00
18
101.0
0.50%
60.36`
-- -----.........._.........-------....__....----.._._....
DI302
DI301
56.00
54.80
18
112.4
1.07%
60.00
DI301
DI304
54.80
54.50
30
48.8
0.62%
59.80
DI 304
ES 300
51.00
50.00
36
56.2
1.78%
59.50
DI307
DI306
56.50
56.10
18
77.5
0.52%
60.20
DI306
D1305
56.10
55.30
24
120.7
0.66%
60.02
DI305
DI304
55.30
54.50
30
47.5
1.68%
59.25
W C
t7C°�OD
c0 �}
© rn E7
of C a d
fL r
CO r C]
~ CO
N
Lu Z 0
Z ci
W
W
Y
O
W
:n
L0
0
EG*170
PG=60.15
PG=60.05
:i w 1
PVC
11
1r PG-62-00
.,
FF�
': �i..A'T,;'r ..zi+,•w !� �,ue�''.�caw43l�V Yit; FI
.!
ME
RIM=59.50 -
r
ENSURE FLOW
„I;- ;
':
TO TRADE ST.
'
I:
(SLOPE = 0A6%i)
il- fl`I'
f
IE
'(
BRUNSWICK COUNTY
DI-302
8'
!
COMMUNITY COLLEGE
).DO
�`(`
PIN#2188-09-06-6837
DB 1241, PG 266
MB U, PG 235
`1
ZONED: IG
PG=60,10
CLEAN DITCH
jBOTTOM
TO
/
PG=60.34
ENSUREFLOW
DI-3 1 _
C ;
i :
i
o
TO TRADE ST.
(SLOPE = 0.16%±)
/ S-30 "-�
POND B=-
EG=60.14 \ \�� .✓ '✓
POND B OUTLET STRUCTURE
kPF RIP -RAP SHEET FLOW
FROM FRONT PARKING
LOT
? - 15' INV=53.50
icy
INV=53.M
TOP=56,30
/ \I,
�.t. HPss.70 (SEE DETAILS)
141 LF 30"RCP @ 0.36%
POND A OUTLET PIPE
\ INV=53:75t
\ TO14=56,55±
i GR11=60.3f)t = ' II.25' CLEAR zONE ; ..
AROUND POLES
P `}
(INSTALL ORANGE
TREE -PROTECTION
0 DI-101 \ j SDH-01 , FENCING AS SHOWN)
� j� A --
' FG 59.6© I RIM-58,00
20OLF 30"RCP CCU 0.10%
BRUNSWICK COUNTY
COMMUNITY COLLEGE
PIN#2188-09-06-6622
DB 1241, PG 266
MB 19, PG 87
POND A
OUTLET STRUCTURE,,.,
(SEE DETAILS) /
LEGEND:
x
INLET PROTECTION
STORM INLET (CURB & DROP)
•
STORM MANHOLE
°
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
®
WATER METERS/BACKFLOW ENCLOSURES
i
WATER VALVES/APPURTENANCES
PG=25.05 SPOT GRADES
DRAINAGE FLOW ARROWS
- DI-102 STORM DROP INLET LABELS
SPOT GRADE LEGEND:
TC
= TOP OF CURB ELEVATION
GC
= GUTTER CURB (FLOW LINE) ELEVATION
PG
= PROPOSED GRADE (GROUND)
PV
= PROPOSED PAVEMENT
EP
= EDGE OF PAVEMENT
EC
= EDGE OF CONCRETE
CL
= CENTERLINE
INV
= INVERT
TW
= TOP OF WALL ELEVATION
BW
= BOTTOM OF WALL ELEVATION
EG
= EXISTING GRADE
LEGEND:
LOD
LOD LIMITS OF DISTURBANCE
--------
SILT FENCE
TREE PROTECTION FENCING
-
-
FENCING, TYPE AS SPECIFIED
55 SS
SS SANITARY SEWER LINE
STORM DRAIN LINE
ROOF DRAIN LINE
20
PROPOSED CONTOURS
------------
PROPOSED SETBACKS
- - - --- - - -
- - - - PROPOSED BUFFERS/EASEMENTS
- -- - - -
- - PROPOSED POND OUTLINE
I �
f1}
SMH
RIM=55.51
INV(SE)=50.87 5
4NV(N)=50.07
15OLF BURIED 3" PVC PIPE
JUST ABOVE THE SHELF
nl Mr7 Mill LA L/1
b'a^Po ._._ 'i93- ^._ ._....- -_ -' Y - TT .- -`Kk _ _Vu..� YY..,. M1Hi -"_._ice _........_. W V
VY-F__-'----""'y�
.. .._-. x
- - - - - - - - ANDREW 1ACMON HIGHWAY _ _ _ - - - _ 24 RCP RI MH -
93
U.S. 74-76W (WEST BOUND) T �TIV=SZ ate- - �{!V(W) 52
--..................__...__._._.
INV(W)=52.67
_..............
z
HIGHWAY
U.S. 74-76W (F-AST soVim)
I
--w w---- ---W -- -----w .-__ .._. w .__._--w ----- w -_---w W W w W W w W W w w W W W Z 4.
�Z
�
n
Lf
w X
GRAPHIC SCALE
0 N 0 25 50 100 200
C7
SCALE: 1 "=50'
Cn
Lu
V
I-
OWO
U
.J cv) O
J W CD �
C'3QNZ
Q W U r_
cr J Z Q
Z
0-)
o Z O1.- *
ZW
Z Z O
z O
M
IZ r
w J N
U
�0-
o
z00 �
N
00
�D Z 0 r- 04
Avo U
ON0_
iY Elt`-'
W oo
1u �zr
N V, O
z to\ V
N z
-
z O
v
Z
L1 z
U
V
� I
H w
P-1 U
z
�H' c
O ma.
it
H
Q
a Z
00
0
D-
0
ggzo
!Y C7 ti
U¢F0a
Q
Z_ ci
O uj <
W
W
Z
UZW
il.l� � U
F UJ W
Q
IL c0�aa�
L] GmooU
SEAL `��11411111lrf��
Ova
Q�0 -
- i 034354 -
11/13/19
�PEI JOB#: 13119.PE
q ---- - --.. _ _. ..._.... _..... ,'-q�- ----•'►i ��' t 1�..?Pr.j:G. i:i:�' !f' r�.'Sy,i�Y ! L3fs�• '.}'4[.{pt_-'�_ _ _..---...
is , ,
f,i �. ..i}1� t. ; :G !.. .i" ?�ii•a f� f.

1. n.__ - _ - ii.� Li_ .�.ii_il_i_t r_'�-�`"`_ _,�.__ �_�._ . .._ ..... .. _.e iL r s�'•1 .'F'u -:c� i �..i ai..�ls'�,::i�_-1•.: .�._ti-__..a, �' . - - - -- - -- - _
Z
O
w
!2
V_
2
cc
MW
W
J CD CC
W lqt
C�QNz
Q W C)
C J Z Q
z 'Oa)
Q Z W C3 0
Z cc Z CD
O 0LL
z C(1, cY? g O
w -i N
U
0
z
ON
N
Z QVo V
0 u
Uzn u
ul
z
Q
�W
U
a C� z
H
o
W p U
p W
�zU
O ��z
P4
� Q cW pq
H W
�
P4ZU
o00
zoo
W N I"I
CL
Z mco
CD O w 0aa.
�
N
00 Q
g
o
LL
QJga rY Zc� �
U �-
0
Z
LLI zww
Oz
w ..LU
J
aaw
(r
°zaiQ0CL la
QU)0
SEAL\`��titiJJiJilJrrr���
CARGt,'��
SEAL f _
—_ 034354 _—
'�9�F •�GfNE�������~
1.1/ 13/ 19
AB-2
PEI JOBM 13119.PE
- - - — - -'ter'--'S��T�'L s--'��-q-.' .� I
i! , .' I►oii1.l,,il��4�jL.e:itC+ } 4 ,C• �, I li
i t. ) I��.'f � __1 °,. ,. �.,.....-� �. .1. I1 ii{1. .. 4�,�.FJ,..�Ik.��r ���.•�� t i•'i. �,.h:r! .Jr, _

cr)
0
MM
u
cl r NE
cn
0
>
M
CD
... A -. I...-..-- ....
DUKE ENERGY PROGRESS, IN(-
PIN#2178-12-96-6732
DB 3411, PG 478
MB 20, PG 480
5
Z
G)
0
N
OM 4z' z
U3
0
M
t-4)
0
Z
30,01
ELECTRIC
EASEMENT
c:
Z
0
#
.............. .......
........ .... ...... .... ..... .. ..... .
�z
T,
z
0
ik 1 <1 I
0II II cn 0
0 0
-0 0
< 0 0
>
you F=
W CD M
0
cn
0
cl)
182' _00
CD
z
>
y
f
K.
_M11 ;5'11
rrf=F:'
� rig
A
0
Z
Jill '11
>
N
J
.0
"yam
>
z L"?
x
< <
. ... .. .. ... ... ... .. .. ... ... .. .. .. .. .. .. .. . . . .. .... .... .
Qq qq
t
RISE DRIVE
E (SX, 17
.. ... ... .. . . I
*P .. .. .. .. .. ...
75 p
UBIJC R/W
2�r
j
%
k
z -z"
---------- Lj
.......... 54-
t
o­--c�_�--a—u-­-D ---- L --fl'
_7
68-
7L
5c
J
10 0
;0
0
z M
MM -u M
--j 1 >
X
X
20
0
0
0 Z K Z
N Z! 03 c
C)
M
(P
ss — ------- ss
0C) c:
�Mz
M _<
ss ---I-,----,- ss
Now.-
E12 CIVN
-0
M
c_
co
T
PROJECT STATUS
CONCEPTUAL
DRAINAGE AREA MAP
CLIENT INFORMATION:
REVISIONS:
D ARAMOUNTE
c
-�r_
'A
PRELIMINARY LAYOUT:
FINAL DESIGN:
E
cn
RELEASED FOR CONST:
N 0 1 N E E R N 0 1 N 0.
WCM PROPERTIES, LLC
ENTERPRISE DR SELF -STORAGE
122 Cinema Drive
305 COLONIAL DRIVE
DRAWING INFORMATION
.......
DATE: 9/16/16
SCALE: 1"=5 0.
2011 ENTERPRISE DRIVE NE
Wilmington, North Carolina 28403
WILMINGTON, NC 28403
M
DESIGNED: RPB/JBS
[phone] (0) [phone] (F)
DRAWN: RPBIJBS
CHECKED:
TOWN CREEK, BRUNSWICK CO., NC
NC License #: C-2846
RPB I