22-04 Oversized Plans

NOTES:
1. AREA BY ELECTRONIC COMPUTATION
2. CORNERS MARKED AS NOTED
3, ALL ELEVATIONS ARE BASED ON MEAN SEA
LEVEL UNLESS OTHERWISE NOTED
4. ALL BEARINGS ARE N. C. GRID SEARINGS,
NAD-83 DATUM, ALL DISTANCE'S ARE
HORIZONTAL GROUND DISTANCE';.
LEGEND:
© WATER VALVE
❑ IRON PIPE IN CONC. MONUMENT
® SAN. SEWER CLEAN -OUT
—FENCE FENCE LINE
O EXISTING IRON PIPE
POWER POLE GUY WIRE
- " - OVERHEAD POWER LINE
0 POWER POLE
■ CONCRETE MONUMENT
EXISTING DOLPHIN
SURVEY REFERENCE: DB 230 PG 914
ROBERT H. GOSLEE & ASSOCIATES, P.A.
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT ST. WILMINGTON, NC 28401
(910) 763- 194 7
EMAIL: rhgiim®copes-fear. net
—
--- CAPE FEAR
CHANNEL LOCATION FROM
W MINGTON HARBOR,
— I N.C. C_- NTI?OL SHEET N0. 2 I — — MAP FURNISHED TO SURVEYOR 8Y C — LIEN T
I I
I I
I I I I
I I CAPE FEAR RI II
I I vER
FLOOD I
I Iw
I I z W EBB I
z I IDTH OF WATER �I a DY IS 850' f �,
z I I
z Icc
ct al z
a'
cc
to
a 3
Cr 83
a � 3 � I I RTM _ N A'3
O. C GRID NO
ry J
-19.6 (MLW) FLOATING/ ry� N N tip I
f BARGE I
ry
MEAN LOW WATERLINE \ �^ _16 (MLW)
ELEV. -1.3' AND _
MEAN VHIGH 2 8WATERLINE ��(� ?��( \ J \,� \ -22.2 (MLW)ELE_22.8 ( LW).0 (MLW)
FOLLOW ALONG FACE OF s o �j \ I
NEW BULKHEAD B( z •,p �j \ -19.4 (MLW) I
EXISTING STEEL BULKHEAD
I WITH CONCRETE CAP ��oo �(� 2 � (�� <� S��(�J j Ord( l� ��
CONCRETE ENCROACHES
1.49' AT THIS POINT �titi STEEL BULKHEAD, NO CAP ��(� Iy( J <� �J
To 7,10
(<y ONDWOODENETTIIMBERSHEAO I
CONCRETE ENCROACHES s9 O U`i J IN DISREPAIR
2.2' AT THIS POINT ser' S 23 '0" MEAN LOW WATERLINE
a' 04 04"W�b _0.3a ELEV. -1.3' I I
?� + FOLLOWS ALONG FACE OF
,0 TIMBERS OF OLD BULKHEAD i
0
O?3'�i s
,�� ✓ �� / 4
MEAN HIGH WATERLINE f I
CONC. PAD .. _ / Q 45k ELEV. 2.8' \ \
a
ccf�
�P4. TO '' S� Ap i 'U .• 0.43 \ Im
>* 0% \ O I U
COE BM4, oal r 1 0� �l0
W J
N 22'o 7.39'1 I S. a
E 1rJ0.�_
58'
�e,75
rn my �
h +* 1ate+ r 0
'PR es
�M 8120D z w
N. C. GRID COORDS. - NAD 83 ! . 00 `o Y
NORTH = 175488.976 A 0 '09 u
EAST 2316202.513 �e ;mom W
m w m
? L3, o
3,oe 3
U.S.A.C.E.
BOAT & REPAIR YARD
BM 8120C
N. C. GRID COORDS. - NAD 83
NORTH = 175372.252
EAST = 2316076,508
N. C. GRID COORDS. (NAD 83)
NORTH 175461,857
EAST 2315847.861
A�
AC
+1
O
J ti ANTENNA POLE
PUMP
SEPTIC FIELD 4�Qr��,, -
'- SEPIor
TANKC
rLIT AREA Fe ._..�'',f�J
.e
d
in
cp
r"
w
o i
!n I
� f
N
k
I ke ♦.�
I OUT
BUILDING
"s
A
1
1s
P.,
A
MEAN LOW WATERL� E
ELEV. -1.3'
z SLOUGH
2.60 Ac.t90
= Iv o
� _ (o to '
•+' o
z
V 03
� o
� N
MEAN HIGH WATER LINE �I
2.8' MSL
0
Ln
w �
s N.
N
4
to
`�� ill.
,�o� ANTENNA PO gN/T1'47'09'"E 31
0.41 MILES TO rrN 87'51'50"W 19.78'
SR NO. 1352 N 11'52'45"E 660.23_,
poi __.+
+ 1 Fr
�*o
�13 SR 1300
UIo�
xis
W a
CS
S 60'55'53"W / ?'
/'-22.13'
S 13'01'51"1W
40.22' , 1
L
LOCATION SURVEY
FOR
ALMd RUSHER
OF
TRACT 2
NOW OR FORMERLY VAUNU nN ENGROMU
McALLISTER TOWING OF BOAT & FWAX YARD
WILMINGTON, INC.
TOWN CREEK TOWNSHIP - BRUNSWICK COUNTY
NORTH CAROLINA
SURVEY DATE: 8/27/2003
40 0 40 80 120
GRAPHIC SCALE: 1 "=40'
C.l�R�/'r STATE OF NORTH CAROLINA BRUNSWICK COUNTY
4� �I, Bob M. Jones, Jr., certify that this plat was drawn under my supervision
�� •••'•~•••• ,ti9 from an actual survey made under my supervision from information found in the
�•••SS/�N•.� Brunswick County Registry, as noted hereon, that the ratio of precision as calculated
is 1:10000+, that the boundaries not surveyed are clearly indicated and that this
Q map was prepared in accordance with G.S. 47r30 as amended_
AL = Witness my hand and seal thisat L` day of
t ,197 i ai
C):
�O •.•• SU •••
•.•,..•• Bob M. Jones,, Jr.
M ��,�� Professional Land Surveyor
N.C. License No. L-2977
VICINITY MAP
NOT TO SCALE
E C E E V E
SEP 12 2003
DIVISION OF
COASTAL MANAGEMENT
FILE # B0569
2 L- od