100-13 Oversized Plans EX Wellman's Construction Inc

R
`%% 111111118/10,,
I, CHARLES FRANCIS �G, PROFESSIONAL LANQN° �NeCARQ� ''>,THIS IS TO CERTIFY THAT THE SU BJECT PROPERTY IS LOCATED
SURVEYOR, DO HEREBY CERTIFY THAT I H nc / (i� FLOOD ZONE "VE" ,EL=11.0+2 WHICH IS A
SURVEYED THE PROPERTY AS SHOWN HEREON Igoe®F�SS� •e'•y451�€CIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
ACCORDANCE WITH THE STANDARDS OF PRACTICE,® f EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
FOR LAND SURVEYING IN NORTH CAROLINA. THAT SEAL 11NSBRANCE PROGRAM. COMMUNITY PANEL NUMBER
THE RATIO OF PREC{ ION AS CALCULATED! Mr L-2981 c�; 370466 3720424500K. FEBRUARY 16. 2007
LATITU ND DEP TURES IS: 00 += 2 :e-yy, ��O; �t�
SUR`I�'e`�r��
e es
CHA L A s L- s1 IT
#SW8 130505 PROPOSED
ALLOWABLE IMPERVIOUS EIR
(
LOT L T AREAS IMPERVIOUS SURFACE
LOT 1 6811 Sq. Ft. 0.156 ACRE 2600 Sq.Ft. 2600 Sq.Ft.
0 ACRE 2050 S Ft 2050 S Ft
TOTAL
DISTURBED AREA
76307 Sq.Ft.
1.752ACRES - --
PN'
LINE TABLE
LINE #
LENGTH
DIRECTION
U
36.30'
S53'35'10'W
L2
24.12'
N35'51'20"W
L3
12.50'
S54'08'40"W
L4
12.50'
S54'08'40"W
L5
24.86'
S35'51'20"E
LOT
LOT
2
3
6077
6077
Sq.Ft,
Ft.
0.14
0.140
ACRE
2600
q.
q.Ft.
2600
q.
q.Ft.
cq
LOT
4
6077
Sq.Ft.
Sq.Ft.
0.140
ACRE
2600
S.
q
2600
S.Ft,
q
LOT
5
6077
Sq.Ft.
0.140
ACRE
2600
Sq.Ft.
2600
Sq.Ft.
EIR
/ �P
LOT
6
20912
Sq.Ft.
0.480
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
7
21748
Sq.Ft.
0.499
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
// ��`Gx\
LOT
8
22583
Sq.Ft.
0.518
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
9
23419
Sq.Ft.
0.538
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
LOT
10
34270
Sq.Ft.
0.787
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
°
4
COASTAL WETLANDS [GNEATION &
LOT
11
35982
Sq.Ft.
0.826
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
1,-:
in
°D
�.'
/ 404 WETLANDS DELINEA1fON APPROVED BY
/' DAVID BAILEY, USACE, 12/6/12
LOT
12
6439
Sq.Ft.
0.148
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
.
LOT
13
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
NOW OR FORMERLY
'
i/
NMP
/
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
C1
31.22'
20.00'
28.15'
N08'51'53"E
C2
40.30'
25.50'
36.24'
N81'08'05"W
C3
39.81'
25.50'
35.89'
S08'51'55"W
C4
31.58'
20.00'
28.40'
N81'10'28"W
RESERVED
NMP
NOW OR FORMERLY
DEACON
485 EAGLE DR.
CHAPEL HILL, NC 27517
D.B. 2349, P. 917
ZONED MHR
USE: VACANT
/5A
NMP
NMP
NOTE
404 WETLANDS DELINEATION BY
DAVID E. BAILEY (USACE)
DECEMBER 6, 2012
18 25.
0
1 M
LOT
14
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
WELLMAN S CONSTRUCTION, INC.
r
LOT
15
5843
Sq.Ft.
0.134
ACRE
2050
Sq.Ft.
2050
Sq.Ft.
�1 &
'`
�� NMP
LOT
16
5843
3
Sq.Ft.
S Ft
0.134
0134
ACRE
ACRE
2050
2050
Sq.Ft.
S Ft
2050
2050
Sq.Ft.
S Ft
pTHOMAS W
W. NELSON
250 GRAHAM LN
\
LOT 17 584 q• q. q• I /
LOT 18 16684 Sq.Ft. 0.383 ACRE 2050 Sq.Ft. 2050 Sq.Ft. �`b HOLLY RIDGE, NC 28445 EIP 3� Ag �� / ee' (6 �� P
LOT 19 17544 Sq.Ft. 0.403 ACRE 2050 Sq.Ft. 2050 Sq.Ft. D.B. 3852, P. 699 ! = I N 1
COMMON 43282 Sq,Ft.
0.994 ACRE
R/W
29952 Sq.Ft.
0.688 ACRE
TOTAL
333149 Sq.Ft.
7.650 ACRES
IMPERVIOUS
SURFACE WITHIN 75' AEC
LOT AREA
IMPERVIOUS SURFACE
LOT
WITHIN 75' AEC
WITHIN 75' AEC
PERCENTAGE
LOT 6
16690 Sq.Ft.
982 Sq.Ft.
5.9%
LOT 7
19250 Sq.Ft.
986 Sq.Ft.
5.1%
LOT 8
19741 Sq.Ft.
867 Sq.Ft.
4.4%
LOT 9
19472 Sq.Ft.
226 Sq.Ft.
1.2%
TOTAL
PROJECT AREA WITHIN 75' AEC: 92303
Sq.Ft.
TOTAL
PROJECT IMPERVIOUS
SURFACE WITHIN 75' _ AEC:
3061_ SS .Ft.
TOTAL PROJECT 75' AEC IMPERVIOUS PERCENTAGE: 3.3%
NOW CAR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
pq
THOMAS W. NELSON
D.B. 4014, P. 675
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
g
THOMAS W. NELSON
D.B. 3852, P. 699
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
SOUTHERN COASTAL
INVESTMENTS, LLC
C
PO BOX 8
FOUR OAKS, NC 27524
D.B. 2393, P. 601
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
GTD ASSOCIATES, LLC
PO BOX 850
[�
BURLINGTON, NC 27215
D.B. 0389, P. 538
ZONED MHR
USE: RESIDENTIAL
NOW OR FORMERLY
WELLMAN'S
CONSTRUCTION, INC &
E
THOMAS W. NELSON
D.B. 3988, P. 484
ZONED MHR
USE: RESIDENTIAL
R/W R/W
L LI
U) O J
�tor
+� I
0 V)
I
R/W :a�
BENCHMARK
NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
m
BANKS
CHANNEL
NORMAL HIGH WATER LIN
W
0
U
PROPOSED TWO STORY
ON PILINGS OPEN BELOM
w
�Y
U
zo
SCOTCH BONNET SOUNDSIDE
30' CAMA BUFFER
- - 75rAEC
J
a
a
a
.5
Z w
za
W
U
ow
z� b
to
4
PROPOSED TWO STORY.
ON PILINGS OPEN BELOW
wY
U C
I
NC HIGHWAY 210 - ISLAND DRIVE
Q
NMP N53'49'17"E
I U
ry �� WATER & SEWER DESIGN BY
� 4 PARAMOUNTE ENGINEERING, INC.
cn o a 5911 OLEANDER DR, SUITE 201
WILMINGTON, NC 28403
TELEPHONE: [phone]
R/W FACSIMILE: [phone]
330.42'
ZONED MHR
USE: RESIDENTIAL04
TOPSAIL BEACH i /' io '
TOWN LINE NORTH - __.__._ -- - // z /.// � w
- --' CITY I /' i o / BANKS 04
0
LINE SURF ` \\ N
TOWN 1 moo. / 0 e a) CHANNEL �
NOW OR FORMERLY
TILGHMAN
2800 ARLINCTON DR,
CLAYTON, NC 27520
D.B. 719, P. 562
ZONED MU
USE: COMMERCIAL
I I / \ e p I� `c o
Lp
/- .11 As. \ EXISTING EXISTING EXISTING `t REVISED o REVISED iO PROPOSED 10000,
1 y I I Ih /' �;' ��'� LOT 6 M /� LOT 7 LOT 8 EXISTING N EXISTING Z LOT 11
I < to / / z /' LOT 9 ;n LOT 10 IV.."
0)
/ \ 1n
Cn p M I Phi/.
1 I 3 / \ r7 / N G.
�
.0 0 /' / f' I COASTAL WETLANDS DELINEATION &
1 I M \ N / Z f - - - - ® 4 WETLANDS DELINEATION APPROVED BY
Z. ' ' �- / / ® /' DAVID BAILEY, USACE, 12/6/12
co 00000
,- ------ _ _G
I f' M Z 1� PREVIOUSLY APPROVED & �"�IZPI­ � -
COMMON / NOT TO BE REVISED .� - > <- W
j II N RECREATIONAL AREA �` ^ M.B. 47, P. 116 _
I PROPOSED PROPOSED :n FOR e \_ % /� �� `ll��_ =-J jf'� "�
�1 LOT 18 LOT 19 M SCOTCH BONNET SOUNDgT0 \ -- /� �__ __- _ _ _ _ -i f' ,P' � - "IGOW OREWOS MEALY
zLn
i _/ • - I
UPLANDS 5119 NC HIGHWAY 210 EAST
Ln
\ / T \ 4 -t �� ,®✓ I Iri HARRELLS, NC 28444
o --I _ o D.B. 3106 P. 272
^��•rl
t, o > r` -_ \ c3� t! °' \ 6 !/ -� {� o\O9 ���e T 7
10 -----� J -' �1�1�+// ZONED MHR
MHR
d \ WETLANDS 19 �0 O f `l I 1 f - _ - i 119 /1 1 1 rc + 1 I I '' 1 f ----- - ' 1 n
�' - M �!6 / M 1 / �® --- / - - - - ---- __� USE: RESDENTIAL
I
LINE TABLE
LINE #
LENGTH
DIRECTION
L6
22.40'
S18*13'39"W
L7
30.49'
S76'56'54"W
L8
25.14'
S08'40'07"E
L9
36.76'
S61*17'51"W
L10
22.06'
N79'16'39"W
L11
12.93'
S13'57'12"W
L12
29.34'
S03'39'37"W
L13
30.88'
S74'37'42"W
L14
19.69'
S05'14'48"E
L15
66.46'
S44'16'01 "W
L16
53.70'
S40'03'28"W
L17
30.86'
S77'05'52"W
L18
43.98'
S69'08'08"W
L19
22.29'
S34'23'56"W
L20
15.75'
S53'48'24"E
L21
18.47'
N66'26'56"E
L22
10.31'
S33'31'25"E
L23
9.57'
S13'12'25"E
L24
23.68'
S58'11'20"W
L25
16.27'
S34'47'07"W
L26
13.34'
N80'19'03"W
L27
13.96'
N21'59'36"W
L28
14.26'
N11'28'51"E
L29
14.37'
S73'53'45"W
L30
29.35'
S45'45'38"W
L31
12.43'
S63'13'14"E
L32
18.66'
S15'55'03"E
L33
26.27'
S57'36'39"W
L34
18.43'
S68'07'33"W
L35
36.66'
S35'55'19"W
L36
29.70'
S65'36'54"W
L37
33.30'
N79'15'17"W
L38
23.83'
N36'43'06"W
L39
38.44'
N35'31'06"W
L40
23.78'
N31'00'58"W
L41
74.95'
N35'16'13'W
L42
5.35'
N45'06'05"W
L43
5.06'
N08'42'13"W
L44
47.88'
N32'33'07"W
L45
2.40'
N19'58'13"W
p X _ _ - _ ;� / - ICK
I (aoDECK cD ( I ao DECtK- �oo DECK 1 I � DECK I EINOW OR FORMERLY
N---- 'LIMITS OF �j /DECK ' Ito DEI I 06 I 1 1 I j'I ao DECK / LIMITS OF / 1 - N 24' 01 % 24' 24'i 24'I _ RUSCETTI
DECK I 1g BANCE , / I / .- I 2/Ir� a ' I ' �--- 112 GAZEBO CT.
N N I 24' �$ , D `�sTURBAI E / I I i( � I I n I PROP06 I I -�' PROPOSED I EROPOSED I PROPOSEDN 24' I PROPOSED / �. 6562 SQ{.Ft. �� ! I PRQPQhED I of I PROPDWELLING DWELLING DWEWNG I ( DWELLING I WILIMINGTON, NC 28449
M I�ROPOSED ( I / F 0.185 A .,€ . -/, 758 ORES I Dye ING I ( M I DWE( I ��'� '( �" -I_-d- /DWEWNG I z ;* M M \ , n( D.B. 2898, P. 670
Z '� N DWELLING w ONE STORY CONCRETE M ( ,�I f 1 I $NOW OR FORMERLY Z .r M I ( <`` SIDING ON PILINGS ,/ / } " EAVES ( I 12" E-*-- --T ;2= EASES J 12SAGES I I 12" EAVES I 12" EAYE I➢6LOT 6
MILLER 1 EAVES I J, V-&JI4"bM FENCE w ! 14' ��24''-- 1_ 14' 2` 14' - 24' 14' _ 4' 13' - 24' I I IL4-L3I P 4' 14' 'b ZONED MHR
PO BOX 393 t6, 12" 24VES - I zp - -I--- - io DECK ' I 'DEX)ECKSTING I DECK io / I I To DE K USE: RESDENTIAL
I \ ' 4' -13' ; / w CONCRETE o 10 DECK io ✓ m DECK io I -1 N
H ANDS I r 10 DECK 10 DECK m G 1 8' =POOL
F'0 20' f I 20' { 20 I - I WATER LINE TO I 20 I 2 1 NOW OR FORMERLY
RIC L , NC 28574 _ t N -�® EXISTING
- 20'_ I a PROPOSED PROPOSED 0) 13R8POSED / BE RELOCATED PROPO I PROP! ED
D.B. 1840, P. 222 ( 20' PROPOSED o i DRIVE co r ( DRI E / DRIVE I �p DRJYE� DRIv j UPHAM
ZONED MU I\ ci OBOSE L- -BRtt� I � 1 L- - - L_ DRIVE �1 " EXISTING �� r� - - J - ` id
2 WATER LINE _ PROPOSED 1933 WASHINGTON ACRES RD.
USE: COMMERCIAL !� i / \ l -� 2 BLOW -OFF HAMPSTEAD, NC 28443-2035
' D.B. 2385, P. 47
2 115.00' waui - 52.00 EI 52.00' r52.00' 6.8 ' O�
PROPOSED LOT 5
��������
f 2 WATER LINE L ZONED MHR
E N5336'25"E SCOTCH BONNET NDSIDE - 25' R/W (ASPHALT -PRIVATE) N5�2$'E 10_4.00`--_ /� EXISTING \\ REMOVAL OF CUL-DE-SAC AND 3 4"yTER USE: RESIDENTIAL
I D N59 21' E gf 26' CUL-DE-SA EXTENSION OF STREET AS SHOWN LI TYp
d r- 64.14' - ®- - -' N53'48'49"E 165.07' EMN -'' ®r " `
E
N N
l� ,
39.20 z z PROPOSED PROPOSED SEWER LINE
_ 0 z OPOSED SEWER LINE - -
4- - " PROPOSED o PROPOSED WATER METERS ;ED \ PROPOSED D �p PR D ip PROPOSED PROPOSED
o PROPOSED o co PROPOSED o < < co co �p���
D a DRIVE 0- CO DRIVE DRIVE a r DRIVE (T�) \ .bE YYtFi SERVICE _ t- DRIVE DRIVE
III 20' rM 20' �fM \\ / w 20' 20' -� r 20' \ M 1I � TYP)-- 20' I 20' M 20'
NOW OR FORMERLY is DECK io 14' io DECK io 14' \ / N r- 13, is D1BG1( iv Gro 13 io_DECK io 13' DECK is 13' io D - io 13', DECK 13' DECK ' 12' i� DECK
MOYLAN °0 I I 00 O w I 24' I00 24' I00 \ I 24' � 24' I00 24' I00 24'
o� I 24' 00 I 24' C6 *. / w c0 I �4, I ao I Go I oo I I / I
231 SEASHORE DR. a to PROPOSED ca PROPOSED 1 109 111 � I PROMOS I PROPOSED t0 I PROPOSED \ II PROPOSED PROPOSED I PROPOSED - PROPOSED
DWELLING ( I ( DWELLING I r- \� p � �- I DWELL! I I DWEWNG I ' I DWELLING I - \I DWEWNG I - I I DWELLING ( 7 ( DWEWNG I •- 1 ( DWELLING
NORTH TOPSAIL BEACH, NC 28460 Z I. I / I w I I ;� I I I-
D.B. 1386, P. 645 \ o; I I M I w I I % I I 1,, (S` / o w I I M I/ 1 I o I I M I w (I M I I W 1 "' I w I► M I w 17 I W I l n
p 112" EAVES 1 12" EAVJrS u'�r / © 112- EAVES �14_ 112" EAVES 0 _ 112" EAVES 12" EAVES o 12" EAVES I o __ I 12" EAVES o _ I 12" EAVES
ZONED MU y I 0 / I� I LO n 4' N^ I 4' N^ 4' N^ N I 4' I I�
M \ I 24' I IN NI 24' 1 INN / N �I 4 I� �I �- �I I- NiI I �I I �. �I '
USE: COMMERCIAL T�- n n - pEq� r7 oo a0 DECK 00 io DECK p 00 DECK in 00 DECK oo DECK I p DECK '
z 11 m DECK 100 ;n ( I DE K I u7 \! / ;n I I---- I I----- I• I I---- I I ----- I I I---- (� - - I I I -----
C -_---J
"' hI V EXISTING cn ( EXISTING '� // '� EXISTING PROPOSED N PROPOSED � PROPOSED cn PROPOSED 0 ]PROPOSED L6 PROPOSED
LOT 1 LOT 2 LOT 17 I LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
('� 1 17 �I L 16 L 18 14 I 13 L 12 -
I \\ 105 ` 07 113��_� [�� �� 9_9
N55'20'41"E 359.86' 00\ E 5'9�0`�-=EIR p 2.00' 52.00' 52.00' EIR 52.00' EIR 50.00' 50.00' SO.�' 0 00� / 45.22'-
Ill
N36'20'44"W NMP r S53'35'10"W 602.13' 10' UTILITY EA EMENT
47.61'-�
1
EDGE OF ASPHALT
t
N.C. HIGHWAY 210 - ISLAND DRIVE
100' R/W (ASPHALT -PUBLIC)
EDGE OF ASPHALT
PREP SLY A►PVED & NOT TO BE REVISEp S (FORMER SEPTIC FIELD)
1� ® -
%' M.B. 47, P. 116 pH PH M.B. 47, P. 116 *v
SMN/CC
N5346'06"E 600.41'
ALL POINTS SET IRON RODS
UNLESS OTHERWISE NOTED
NOT
BENCHMARK: NCGS MONUMENT "FIRTH"
NORTHING: 256781.43'
EASTING: 2448576.31'
ELEVATION: 3.9'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
REFERENCES OWNERS
D.B. 414, P. 200 WELLMAN'S CONSTRUCTION, INC &
D.B. 1111, P. 825 THOMAS W. NELSON
D.B. 1112, P. 250 250 GRAHAM LANE
D.B. 1341, P. 670 HOLLY RIDGE, N.C. 28445
D.B. 1386, P. 645
D.B. 1727, P. 528
D.B. 1840, P. 222 TITLE SOURCE
D.B. 3550, P. 226 D.B. 3852, P. 699
D.B. 3852, P. 699 D.B. 3988, P. 484 (LOT 5)
D.B. 3988, P. 484 D.B. 4014, P. 675 (LOT 1)
D.B. 4014, P. 675
M.B. 9, P. 71
M.B. 29, P. 171
M.B. 44, P. 30
M.B. 44, P. 66
M.B. 47, P. 116
M.B. 51, P. 168
ZONED MHR
ZONING SETBACKS
FRONT = 20'
REAR = 20' (HIGHWAY)
REAR = 30' CAMA OR 404 WETLANDS
SIDE = 8'
CORNER = 15'
MINIMUM WIDTH= 50'
MINIMUM SIZE = 5,000 Sq.Ft.
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS - EXISTING RAILROAD SPIKE (FOUND)
MBL =
MINIMUM BUILDING LINE
NMP =
NON MONUMENTED POINT
R/W =
RIGHT OF WAY
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =
SET IRON PIPE
SIR =
SET IRON ROD
SEASIDE VILLAGE
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
PHASE II
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
M.B. 47, P. 66
q =
CENTERLINE
® =
WATER METER
=
FIRE HYDRANT
WV
=
WATER VALVE
O =
SANITARY MANHOLE
Co =
CLEAN OUT
PH =
TELEPHONE PEDESTAL
O =
TELEVISION PEDESTAL
Fo =FIBER
OPTIC CABLE MARKER
ELI =
ELECTRIC TRANSFORMER
> =
LIGHT POLE
=
POWER POLE
� - =
POWER LINE
O
LOT NUMBE
=
NOW OR FORMERLY
THOMPSON Fl-05-1 = EXISTING LOT ADDRESS
1730 ALLARD RD. O = PENDING LOT ADDRESS
CHAPEL HILL, NC 27514 = PROPERTY OWNER
D.B. 3843, P. 558 PROPOSED STORMWATER FLOW
LOT 4 '�- _
ZONED MHR
USE: RESIDENTIAL EXIS71NG
EROSION CONTROL MEASURES ALONG NCDOT RIGHT-OF-WAY TO INCLUDE STLnl FT
TOP OF LIFT STATION: 5.33'
SILT FENCE OR BIODEGRADABLE STRAW WATTLES, IF NECESSARY DEPTH OF LIFT STATION: -3.71
INV IN: -2.61' 8' PVC
_ -PROPOSED SEWER LINE _ R/W
0) r4 V\ ' fs� ' J r
f`'
Z EDGE OF ASPHALT I
1 I
I- - - L- - - --
EMN/CC
/ 1
J
•-----.._.-..-----
o
_
N53'35'10"E 602.13'
KM
sG® ET OCEANSIDEE
- -
L'
-_
-` - -- - - -- -- -"
` (PRIVATE 30' ACCESS & UTILITY EASEMENT - I ASPHALT)
0
0
0 0 0 0
0 0
10' PUBLIC ACCESS EASEMENT
0
40 D
DIVISION OF COASTAL MANAGEMENT PLAN
SCOTCH BONNET OCEANSIDE
M.B. 44, P. 30
-
FOR
REC, EI `ED
SCOTCH BONNET SOUNDSIDE
(REVISED)
aCM WILIMINGTON, NC
7.650 ACRE TRACT ON N.C. HIGHWAY 210
tv
JUL 2 4 2013
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH
CAROLINA
d
ISLAND DRIVE
EiGE OF ASPHALT /
t /
r
GRAPHIC SCALE 20 40 80
R/W
160
( W FEET )
1 inch = 40 ft.
ACTUAL FIELD SURVEY DATE: DECEMBER 17, 2012
MAPPING DATE: JUNE 27, 2013
DRAWN BY: J, NLMS
CHECKED BY:
FIELD BOOK: IND PAGE: 3
PROJECT NUMBER: 12-06-07