Redfern, Allen

7,
RECEIVED
MAY 3 2010
Morehead City DCM
I n t r a I c o a s t a I W a t e r w a y
wl W
z zlJ �J
200' CHANNEL SETBACK LINE
ESTABLISHED BY UTILIZING
I INFORMATION OBTAINED FROM
THE USACE WEB SITE AND
ACTUAL FIELD SURVEY DATA.
I PIER
3.5' OVER RIPARIAN CORRIDOR
LINE TO CENTER OF PILING
I 8.4'
12.0' �
BOAT IX/�
LIFT Cd
JET SKI I
LIFT 12.2'
fd `l �—KJ12' OVER RIPARIAN CORRIDOR
N I LINE TO CENTER OF PILING
I
NOR HIGH WyAIER LINE
200' CHANNEL SETBACK LINE
N 1p
W N,
io O
E.I.R. 6.4'
20' EASEMENT PER
BK. 223, PG. 592
10 0 10 20 30
GRAPHIC SCALE — FEET
SHEET 2 OF 2
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY DATE Final Survey for:
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER /os y
MY SUPERVISION (DEED DESCRIPTION RECORDED IN DRAWN
BOOK 223, PAGE 592 OR OTHER REFERENCE Wa t erwa y View, LL C
SOURCE ); THAT THE' BOUNDARIES NOT REVISION
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION �03/18/fo
IN BOOK , PAGE == OR OTHER REFERENCE SCALE
SOURCE THAT THE RATIO OF PRECISION OR f' - f0• Tract #2, Book 223, Page ,592
POSITIONAL ACCURACY IS 1:10,000+ AND 7HAT THIS MAP
MEETS THE REOUIREMENTS OF THE STANDARDS OF PRa,. NO. Town Of Cedar Point
PRACTICE FOR LAND SURVEttNG IN NORTH CAROUNA 05146CAW
(THS 20TH DAY IOFAPRIL, 2010. C�05146 White Oak Twsp., Carteret County, N.C.
C Bell & Phillips Surveying, PLLC
604E CEDAR POINT BLVD.
a CEDAR POINT, N.C. 28584
TELEPHONE: [phone]
GS ALAN e� EMAIL: [e-mail]