130-03 Oversized Plans

WATERWARD EDGE
OF MARSH
PROPOSE® PIER
BOTTOM PROFILE
1"=20
PIER (TOF
0.0' / �10.9'
WATER WATER
DEPTH DEPTH
O Ow
00,\�
A • cj
ERB 0.
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rn
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o RETAINING
�2I WALL
6�OZ 0�
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EIP
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MARRY 1.
° �'
o
\
POUTED SOONER)
a� 01
E�o�s
(R
v o
TRACT C
o 20
z =
\ DEED
BOOK 827, PAGE 559
° o
�9
\
Q�
\
\ EDGE
APRIL,
OF MARSH WET]
2001
\
MEAN HIGH WATER,
2.9' N.G.V.D.
APRIL, 2001
\
\
PIER X—SECTION
l NOT TO SCALE
POST
16.0' uj w
oZ
11
+oo0 ATLANTIC
^IDS INTRACOASTAL
WATERWAY
F_ Iri MEAN HIGH WATER
WATER WATER WATER
DEPTH
DEPTH DEPTH
� _RB
\ PIER ELEVATION
\ NOT TO SCALE
\ DOUGLAS W.
ST'ANALAN D ELEV. TOP
BENCH MARK \ (REPUTED OWNER) OF PIER =
"MAG" NAIL LOT 3A 6.5' N.G.V.D.
IN RETAINING TRACT 1 A
WALL \ MAP CABINET T, PAGE 117
ELEV. = 15.64'
TRACT A \
PROTION OF \
LOT 2A
M.B. 4, PG. 129
\ NOTES:
*MEAN LOW WAT
LOCKE \ ELEVATION = -
N.G.V.D.
NEW * DISTANCE FROM
(REPUTED OWNER) LOW WATER TO
TRACT A OF STRINGER =
1 6' DEED BOOK 935, PAGE 242
g w2 6,
x
o a0 \
a
v RETAINING
WALL \
TRACT B \
M.C. X-14
D.B. 1274-588
88,897 SQ. FT.
(TOTAL OF TRACT B) / EDGE OF MARSH
ECEMBER 1996
ER
1.8'
MEAN
BOTTOM
7.5 FEET
ELEV. BOTTOM
OF STRINGER =
5.7' N.G.V.D.
mill I
III
39,175 SQ. FT. / D
,ND (TO MEAN HIGH WATER) Nie
vic � ,Jrr vl[�
,err �' ,III "Ir! 4- vlrr \ �
MARSH �
vl(r \
Z 4e \
15' RIPARIAN 41 \ '-
lie\ SETBACK LINE
\ 4-RIPARIAN
CORRIDOR LINE "le \
\,/
,fir \
4- \ \ ,drr o \ 4-
15' RIPARIAN 4- 4-
SETBACK LINE \ \4e jk
GAP
,Je \RIPARIAN \ PROPOSED vle \ F
CORRIDOR LINE \ 6' PIER 4-
Q,
vlrr \ vUr t� '� \ �\
,rrr S�j�\ \ U.SNUMENT
\ ro MO
EDGE OF MARSH �
APRIL, 1997
vlrr \ '� vlrr
Op
\\ ,�
4- s
c�
\ 9�P
6OA� A
-2.6' S L
(D=1.6') PROPOSED
16'X20'
(INCLUDING
+ \ EAVES)
-3.6' \COVERED
(D=2.6') BOAT LIFT
/
\
o
tkb Flo �GF
\ O
� G
-2.4'\ \ `oP
�P
(D=0.6') +-6.0'
\ (D=4.2')
'e.
-3.9' /
"6 �
O. \6 V / \44APROPOSED
FLOATING DECK\r1�GC` PS
Q
PROPOSED
14'X16' -14.6'
(INCLUDING EAVES) (D=120) +
COVERED (�
STATIONARY DECK / �e\�j
N1
163
SITE a
�G
NC 179 & 904
INTRACOASTAL WATERWAY
ISLE BEACH
VICINITY MAP NOT TO SCALE
NORTH CAROLINA
BRUNSWICK COUNTY
I, GARY L. GURGANUS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DESCRIPTION RECORDED IN _DEED BOOK 127J_PAGE 588__, THAT THE
ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1/
THAT THE BOUNDARIES NOT SURVEYED ARE SHQWN"Aa6J�l LINES,
PLOTTED FROM INFORMATION REFERENCED, t S''
PREPARED IN ACCORDANCE WITH G.S. 47z3QA 6MRNDED.�1�iS3
MY gIGINAL SIGNATURE, EGISTRATION avUQP4 {�� ro.$ s
M
-------- DAY OF __&)GU �c=.?, 'A. 20 b i v
SEAL
GARY L-GURGANUS P.L.$. = '��� r `
REGISTRATION NUMBER L-3474 z �O y0 J
SEAL OR STAMP w° �., uSURGE ° a
REVIEW OFFICER'S
STATE OF NORTH CAROLINA
COUNTY OF ------ _-------------
I, _ _ REVIEW OFFICER OF -_ ----
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
------- -----------------
REVIEW OFFICER
-------------------------
DATE
LEGEND:
ERB EXISTING RE -BAR FOUND
EIP EXISTING RE -BAR FOUND
TP TELEPHONE PEDESTAL
CATV CABLE TELEVISION PEDESTAL
(D=0.0') WATER DEPTHS AT MEAN LOW WATER
NOTES:
*TRACT B APPEARS TO BE IN A FLOOD HAZARD ZONE.
* TOTAL AREA OF TRACT B: 88,897 SQ. FT.
*TOTAL AREA OF TRACT B ABOVE MEAN HIGH WATER:
39,174 SQ. FT.
*THE DIMENSIONS OF THE PROPOSED COVERED STATIONARY
DECK AND BOAT LIFT INCLUDES THE EAVES.
'AUU 2 6 201;
Riparian Corridor Survey For
LARRY SPAINHOUR
MADE FROM TRACT B, (9285 PEAKWOOD DRIVE), DEED BOOK
1274, PAGE 588 BRUNSWICK COUNTY REGISTRY AND
EXISTING PHYSICAL EVIDENCE.
BRUNSWICl4�i�
SURVEYINGI,``I'IC��
Thomas W. Morgan I'M`�
Professional Land Surve or � "1
North Carolina and South Carolina f-i$a�� 1aR� u ri ,
0�AI-A-.4
1027 Sabbath Home Rd., Ski/,
Supply, North Carolina 28462 [phone]
60 0 60 120
60'
SCALE FEET
REVISED 8-08-03
© 2003, BRUNSWICK SURVEYING, INC.
SCALE:
1" = 60'
DATE: 4-24-01
TOWNSHIP:
SHALLOTTE
FIELD BOOK:
473-11
COUNTY:
, BRUNSWICK
FILE:
01086
STATE:
NORTH CAROLINA
JOB NO.:
01-086
130-0 3