NTB 13-33 Oversized Plans

CID
CID SLUSH OR HEATH CREEK
I �
CP CID
LOT 2 -- I �� 0
4Z720.80 SMFT.
IM98 ACRES I �i NC I HWY 172
ME�
N
ro AN HWH
vi �ATER UNE I to �^j� -
I�^ L18 $ �'
0 •-1 m NC HWY 210
�y�
!tom I T4 6' PRIVATE Q
4,05e LI 57 VJ1 EASEMENT
VICINITY MAP
- ACCESS
1*7 + NOT TO SCALE
IN .49� ' COASTAL A
1.4e �•s WETLANDS
z z 7s UNE
zo \
1-10
�i.4o � I
J I
z
N64'07'10'E N m r 001
O I
74.57'
(TIE LINE) �1 o ;o z
o EIS J. z '6- _ b5s c, D F o w
m z I 34 J Co i` SIDE PROFlLE
Z
NATURAL VEGETATION
N a A z i i' OVERHAN ' „�°, RST LA4E OF STABLE SCALE: 1 "=30'
0
v p p z -1 34' ELEV.
�, . I 13.27 CA PVMNT.
rn o� 3 t 2 .0 ELEV.
Co w j �{ 6 OCEAN WATER 5.13
'7 •. I BTTM. OF DUNE ELEV
J,47 I ELEV. HIGH WATER LADE ELEV. 8.27 EOP EOP ELEV. ELEV. ELEV. ELEV. ELEV.
-0.95 ELEV. 7.66 ELEV. ELEV. 4.56 4.86 4.40
y D 2.54 4.72 4.72 3.47 3.05
3 =
y N IO �I rn
0Oz Co u' o o�D I
pCD Z
ZmO 0 N -AZOG�
zX4.71N R7 nx
Nb
n 0 m m l 41� 0
Co N � 0 I
NO
Oo N
O
g O po
Q I O
WIT
HIN THIN THE 575' AEC SETBACK Z E: (23,142.58 SQ.FT.) + Co -
MAX. IMPERVIOUS AREA ALLOWED (25% AREA IN 575' AEC): (5,785.65 SQ•FT.)
IMPERVIOUS AREA PROP.: (4,017.73 SQ.FT.) 517 4.86
30' MBL_ 30' MBL I >
cr
R/W EIS - I R/W
EIS S64 'w
:o z
9 -A ZONE VE
ZONE VE I �.'o FLOOD LINE ELEV. 11)
ELEV. 11) FLOOD LINE
ZONE VEELEV. 3) s-2 ZONE VE
NC HWY 210 (ELEV . 13)
S 6236'10•AW 2665.14' ( +s.28 AN40 (ISLAND DRIVE) N 6338'2W E 1039.OY
-'If- - - 100' R/W (PUBUC) - -
�4.85
4.67
W ZONE VE
(ELEV. 13) FLOOD LINE
z Q ZONE VE R/W _ �- R/W
Q (ELEV. 14)
z III
(V
�FEN
I I
m�of
OCA Z
NZOF- =0E-
-� W s�o I I w=o
Cn
� Ln �mz
Z I 1 =061
ZONE VE 1 = 0 cn `r 27 J N
(ELEV. 14 1 "
--- ) -.FLOOD LINE U
ZONE VE
(ELEV. i5)
TRACT DATA:
PARCEL NUMBER: 813-4.5
PARID: 037510
NC PIN: 426606472605
DB:4025, PG:87
MB:43, PG: 235, SL: K-1662
ZONING: R-20
SETBACKS:
FRONT: 30'
SIDE: 10'
REAR: 10'
MAX. BLDG HEIGHT: 48'
REFERENCES:
DB:4025, PG:87
MB: 43, PG: 235, SL: K-1662
_
a
_
_
_
_
_
FIRST LINE OF BL NA�VEGETATIO
I \
BOTTOM OF DUNE I
ZONE VE FLOOD LINE
ELEV. 15)
ZONE VE
(ELEV. 16)
ZONE VE
FLOOD LINE (ELEV. 13)
ZONE VE
(ELEV. 14)
LINE
ZONE VE
(ELEV. 14)
ZONE VE
(ELEV. 15)
LINE
_
II `
_
_
� •� S7g•
Aft
l I ` 4*&Ack
HIGH WATER LINE 1
II
1 I
+11
ATLANTIC OCEAN
NOTE:
1. ALL FLOOD INFORMATION SCALED FROM
FLOOD MAP #370466-4266 DATED 11/3/05.
2. THIS PROPERTY IS LOCATED OUTSIDE OF THE OCEAN ERODIBLE AREA, BUT WITHIN
THE HIGH HAZARED FLOOD, LOCATED IN A 'VE' FLOOD ZONE. THE STRUCTURE IS
466.1' FROM THE FIRST LINE OF STABLE NATURAL VEGETATION.
LEGEND
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
ECM = EXISTING CONCRETE MONUMENT
EPK = EXISTING PK NAIL
MBL = MINIMUM BUILDING LINE
R/W = RIGHT OF WAY
EOP = EDGE OF PAVEMENT
CONC.= CONCRETE
WM = WATER METER
PP = POWER POLE
ST = SEPTIC TANK
PT = PUMP TANK
-E- = OVERHEAD ELECTRICAL LINES
-X- = FENCE
q = CENTERLINE
LINE TABLE
LINE
BEARING
LENGTH
Ll
N81'55'40"E
12.64
L2
S84'04'30"E
26.65
L3
N89'14'20"E
27.12
L4
S88'34'43"E
19.67
L5
S7924'19'E
17.86
L6
S63'54'55'E
19.98
L7
N44'41'09"E
23.76
L8
N24'38'44"W
15.93
19
N52'03'45'W
14.35
L10
N64'37'28"E
14.74
Lll
N43'17'18"E
17.39
Ll2
N54'57'28"E
9.04
L13
N79'41'08'E
21.73
L14
N21'06'23"W
9.29
L15
N58'10'46"W
20.30
L16
N26'00'47"W
10.08
L17
NO2'03'39'E
13.53
L18
N57'52'27"E
46.97
THIS IS TO CERTIFY THAT THIS MAP IS A TRUE
REPRESENTATION OF THE PROPERTY HEREON AS
COMPILED BY ACTUAL SURVEY OF THE PREMISES
AND THAT THERE ARE NO ENCROACHMENTS ACCORD-
ING TO THE BEST OF MY KNOWLEDGE, EXC �$1111 f/"
SHOWN. THE RATIO OF PRECISION IS 1``lQ,� +CAAO //1�1
'
�O• •QO(�ESS/0�.1 '
'VV 9
I.
• SEAL
J L. PIERCE, P.L.S., L-2596 =»so
3
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r �%A, .,�r� i
BOUNDARY SURVEY &
PRELIMINARY PLOT PLAN
SHOWING
LOT 2 -
NORTHWINDS
PREPARED FOR
LI N COLN B. SCOTT
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE NO.: C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: AUGUST 14, 2013
LINOWNER' SCALE: 1 "= 60' FB: 712, P: 74
101 BBLUEWATER LN NB. JOB 2013-19176
01 TER
SURF CITY NC 28445 GRAPHIC SCALE
[phone]
4 o 0 30 80 120
( IN FEET )
1 inch = 80 fL
240
DCM WILMINGTON, NC
S E P 1 2 2013