DEN 9-07 Oversized Plans

k
L;
o.
SHORELINE DR
LLJ
CID
SITE
y00 W .
z z CANAL STREET
TWIN LAKE SUBDIVISION , PIER X SECTION °tio
NOT TO SCALE
SHADED X MAP CABINET 5. PA t24 /_
6 D 2"x 6" CAP �o� ATLANTIC 1NTRACOASTAL WATERWAY
4"X 4"
LOT 49 / j . �i / 2"X 4" RAILING POST �p
YW'
1 / � 2"X 6" DECKING. � � r . GJ /`
\ � ZONE AE G l / / J� �
\ Et_ 15) SUNSET' BEACH, NC:
C�� w ( 1D
O XLO
_ ---- -
LOT 48 INGFR�� VICINITY MAP ATLANTIC OCEAN NOT TO iSCALE:
ZONE AE ,
16
LOT 47 �. (EL t ll 2''X 6" NORTH CAROLINA
NSWICK------- COUNTY
EXISTING s ZONfsvE HEADER I '[[T
+Y G�fJ/�.`CERTtFY THAT THIS PLAT WAS DRAWN UNDER MY
HOUSE ` {EL 76) / \
LOT 46 ..- / 6"X 6" VIf . 1�Y�ICTUAL SURVEY MADE UNDER MY SUPERVISION.
"X 4 SE PLAT___ _,.THAT THE
PILING = ------
_ e / CL 1511.i�LCULATED BY COMPUTER IS 1/ 10 000+
NE VE / � THE BOUND S N(�j SURVEYED ARE SHOWN AS BROKEN; LINES,
(EL 17) EDGE OF IL�TTEESFW INFO ATI(M REFERENCED, THAT THIS PLAT, WAS
44 OAK MARSH +, REPAf2 $AYtiiCC R ANC=WTH G.S. 47-30;AS AMENDED. WITNESS '
DRIP LINE �� -� /� - / A,Y iGiNAL SIG �RYj IrGI TRATION NUMBER AND SEAL JjiIS`
ERB \ �� PIER ELEVATION _ one_ A.D.. zo
NOT TO SCALE 9 .• ��` • .' ►�.
e k I A. MEAN HIGH WATER
1.82' NAVD 1988.
� � : , . ���►',P.L.S.-
/ ERBj
� AUGUST, 2007 REGIS1�A71 NUMBER 1-3474
ELEV. TOP 5EAl OR STAMP
OF PIER - '
\ r 6.0' NAV.D.
REVIEW OFFICER'S CERTIFICATE .
EDGE OF STATE'OF_NORTH CAROLINA
MARSH
COUNTY OF
O
ELEv. 8orroM i------------- ------- REVIEW OFFICER OF, -----------
a \ \ F \ rift OF STRINGER COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH. THIS, CERTIFICATION IS
C NOTES: 5.2' N.A.V.D. AfFiXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING:
( '.MEAN T LOW WATER
r' iQ� i©� l V QT" ' vG1/� NLEVAOON -3.0'
,A � • asTANCE FROM MEAN REVIEW OFFICER '
AOYrM\ U OF STRINGER LOW WATER . 8.2BOTT0FEET
\ ftj • SPACING AT CREEK - ---- ---
L o `T•-l�'Q. 0 FEET.
CROSSING IS TO 8E DATE
1 \ \
\ \ LEGEND:
NRB O NEW REBAR(SET) -
EIP O EXISTING IRON PIPE(FOUND)
1 `\ MARSH LINE \\ / \ �� 6 CP' 0 COMPUTED POINT
TWIN LAKE SUBDIVISION \ ��Li
\ 8•-0.
`MAP CABINET 5. PAGE 124 \ \ \ (10- AT CREEK
\ V� �x
RIPARIAN
\ \ ! EDGE OF ''�~ / \ \ \ \ LINE
RIJIDOR
\ MARSH
o / 15' RIPARIAN / a NOTES:
SETBACK LINE 4- *ALL ELEVATIONS ARE ON N.A.V.D. 1988.
\ / N *NO EXISTING STRUCTURES WERE LOCATED OR EVALUATED'
\ pQ FOR ENCROACHMENT.
*SURVEYED LOT IS IN A FLOOD HAZARD ZONE, F.LR.M
15' RIPARIAN Sx p p \ / to �j0 �j 3720104400 J EFFECTIVE DATE 06-02--06. SEE MAP.
SETBACK LINE \ \ +\ EDGE OF o
MARSH
Riparian Corridor Survey For
/ RIPARIAN y \ o RICiHARD PASCAL
CORRIDOR
LINE r
MADE FROM LOT 48 SECTION B, (206 SHORELINE DRIVE),
SUBDIVISION, (MAP.;BOOK 5,` PAGE 124), CITY
O+ OF SUNSET BEACH, NORTH CAROLINA AND EXISTING
x PHYSICAL EVIDENCE.
\ \
WWI WITHERS r RAVENEL -
\� d` so' / BRUNSWICK SURVEYING
x ` 1027 SABBATH HOME RD., SW
SUPPLY ­ NORTH NORTH CAROLINA 28462
\ PROPOSED TEL: 910-842=9392 FAX: [phone]
oocl6c FLOATING gip' s WWW.WITHERSRAVENEL,COM
\ \ A
/ _PROPOSED p�
13'XI6' Cary .Office,: Wilmington Office:
ROPOSED 16'x16' \ UNCOVERED: ��' 111 MacKenan Drive 7040 Wrightsville Ave, Suite 101.
TATIONARY DOCK; X BOAT LIFT
D ®/ 70 'ram''^ PS 8'x16 COVERED Z,P�, Cary,,,NC 27511 Wilmington, NC 28403
\ / - Joe 000,SiS� a `�- 8'X16' UNCOVERED `- /<��
G � tel: ,919-469-3340 tel: [phone]
60 0 6a 120
PROPOSED 13,X16' 4' WATER. / G rs 1»_ 60
8' ABOVE MEAN HIGH WATER CREEK CROSSING UNCOVERED DEPTH' /� �� 6C1 SCALE FEET
,r (ELEVATION 9.8' N.A.V.D. 1988) PROPOSED PIER / BOAT LIFT (
�pp (TOP OF DECK) MLW
O� P�
OCM WILMINGTON, NC
e - C
4 1.8' MEAN HIGH WATER
2 ©2008, WITHERS & RAVENEL-
BRUNSWICK" SURVEYING
0
_2 SCALE: 1"=60' DATE: 09/22/08
-4 -3.0' MEAN. LOW WATER
_ - o o +n TOWNSHIP:.: SHALLOTTE ,FIELD BOOK: 726-33, .729-55
- - r .- S fV M. -/
v O o j ra J� 3+25 ® C' I I I T� �EXISTING'N.A.V.D. 1988 ^�- r
0+00 11+00 2+00 +®0 3+44 4t00 I 5+00 Fr00 )+Do I I GRO ND ELEVATION (TYP) 1 Y� <'SFbs
t COUNTY: BRUNSWICK FILE: 070694.
EXISTING BOTTOM PROFILE tJ�21 kb. rlirlAi(a
HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: 1' =10' STAE: NORTH CAROLINA JOB NO.: 070694
/
41
ZONE X ✓
h �
LINE TABLE _
LINE
LENGTH
BEARING
L1
18.15
S07'02'07"W
L2
15.87
S68'19'37"E
L3
62.31
S81'52'34"E
L4
21.03
S86'24'40"E
L5
10.91
S07'03'46"W