DEN 7-08

BpGl1F i
SITE
N
q
N1CK�Y SHIES OR1�(E
VICINITY MAP N.T.S.
EXISTING DOCK
NO LIFT ---+
VIDEO FROM THIS DOCK
PROJECT N0. PM1797
DESIGN FILE:1700'S/1797/CAMA.DGN
n
II
LEGEND:
ECM
EXISTING CONCRETE MONUMENT
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON ROD
EPK
EXISTING PK NAIL
R/W
RIGHT OF WAY
PP
POWER POLE
TELE
TELEPHONE PEDESTAL
OE
OVERHEAD ELECTRIC
MHW
MEAN HIGH WATER
RRS
RAILROAD SPIKE
N/F
NOW OR FORMERLY
M.B.
MAP BOOK
D.B.
DEED BOOK
PG.
PAGE
WM
WATER METER
ELEC.
ELECTRIC PEDESTAL
CO
CLEAN OUT
CP
COMPUTED POINT
r EXISTING -
DOCKS W/LIFTS
i30.i3
WATERWARD EDGE
OF COASTAL MARSH
-1.93
-1.95 0
-2.02 p
-1495 0
0
0 0 O
-a.15 -2.16 -1.99
-2.23 -2.24
O O
GOOSE CRE9K
PRIMARY NURSERY AREA
2.m9 -1.96 -2.08 -1.96 -2.25 ` 0
O O O ,so.130 _�=
_ -2.10
-2.04 -1.94 * 5 0
-2.05 -2.16 p O
-2.04 0 O
-2.00 O DEPTHS AT
NORMAL LOW
WATER (TYP.)
0 0 O O
-2.15 -2.00
-1.96 -1.92--
�♦ ..IN IN
-2.05
-2.02 - O 0 d
O
-0
-2.0 4 - 4 - O 0 . -2.:
-l.O 0 ----1 98 -1.92 -2.09 -2.11 -2.24
0
--- - - -2.22
NOTE:
1) THIS SURVEY IS OF AN EXISTING PARCEL OF LAND
2) NORMAL LOW WATER ELEVATION = -1.4' NAVD88
3) THIS MAP IS NOT FOR RECORDING.
4) MOON AT 50% 'v`IS1'B1LITY ON 2/1 7/09
5) LUNAR APOGEE 2/19/09 AT 17:01
6) NORTH WINDS ON 2/17/09
WATERWARD EDGE
OF COASTAL MARS
-1.01 -0.76 -0.73
-2.23 0 0 0
0 --
-1.05 -0.86
-1.68 O 0
2.21-2 O0
O
0
12.T
15.2
0
O -1.39
0 -1.60
-p 0 -1.88
-2.23 -2.1i
COMMUNITY DOCK
NO LIFTS
f
1 LANDWARD EDGE
OF COASTAL MARSH
-0.66
0
v -0.58
-1 H4 -0.80
WATERWARD EDGE -
OF COASTAL MARSH
COMMON AREA
CEDAR KEY HOMEOWNERS ASSOC. INC
D.B. (OT1 PC. 358
NCPIN 539504823406
N850 51' 57"
244.37
\ (4DO
BULKHEAD
9 21345w G
SZ B
REFERENCE EARIN
HICKORY SHORES
M.B. 28 PG. 247
I. E. GLENN CORBETT, CERTIFY THAT THIS PLAT
N �`oea^eogcrgp°° CAR©< °°°°e WAS DRAWN BY ME FROM AN ACTUAL
v�`�0�.•'•• SS/•''��?�'' SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
��•pk� RECORDED IN BOOKS REFERENCED); THAT THE BOUNDARIES
�c SEAL NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE
►- ? r_: OF THIS PLAT; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1 : 10. 000+;
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER,
AND SEAL THIS 25TH DAY OF FEBRUARY A.D. 2009.
,N!/NBiidlliiia
=�
-----------------
PROFESSIONAL LAND SURVEYOR
_L-3407 _
L I CEiS-�;� MBE
ufot i�6ad Gl$ V
SAFE HARBOR DRIVE
50' PUBLIC RIGHT OF WAY
�O
19
i
`•�•---''�� S 10° 23' 18 "E
19.80
REFERENCES:
OWNER: N/F DAVID HOOKS
D.B. 1035 PG. 289
M.B. 29 PG. 731
NCPIN 539504823305
CAMA SURVEY - WORKING DRAWING ONLY
REVISIONS:�
CEDAY KEY SUBDIVISION
LOT 40 PHASE 1
WHITE OAK TOWNSHIPS CARTERET COUNTY, NORTH CAROLINA
CLIENT: GREENE & WILSON, P.A. SURVEYED:
JH 2/17/09
ADDRESS: 409 POLLOCK STREET DRAWN:
NEW BERN, NC 28563
EGC
PHONE: [phone] APPROVED:
STROUD ENGINEERING, P.A. E G C
151-A NC HIGHWAY 24 DATE:
MOREHEAD CITY, NC 28 557
[phone] 2/25/09
SCALE:
E. GLENN CORBETT. P.L.S. 1 If
= 50'
"DEN 01-0p;
CEDAY KEY SUBDIVISION
LOT 40 PHASE 1
WHITE OAK TOWNSHIPS CARTERET COUNTY, NORTH CAROLINA
CLIENT: GREENE & WILSON, P.A. SURVEYED:
JH 2/17/09
ADDRESS: 409 POLLOCK STREET DRAWN:
NEW BERN, NC 28563
EGC
PHONE: [phone] APPROVED:
STROUD ENGINEERING, P.A. E G C
151-A NC HIGHWAY 24 DATE:
MOREHEAD CITY, NC 28 557
[phone] 2/25/09
SCALE:
E. GLENN CORBETT. P.L.S. 1 If
= 50'
"DEN 01-0p;