207-06 Oversized Plans

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NOTES:
1.) AREA= 18,555.5 S.F. (BY COORDINATE COMPUTATION).
2.) REFERENCE: M.B. 29, PG. 783; D.B. 1021, PG. 142.
3.) P.I.N.: 5384.06-38-5797.
4.) FLOOD ZONE: ZONE AE(EL9) PER F.I.R.M. 3720538400J, JULY 16, 2003.
5.) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS OF WAY AND AGREEMENTS OF
RECORD PRIOR; TO THE DATE OF THIS PLAT.
6.) ADDRESS: 101 CAPE POINT BLVD.
7. ELEVATIONS SHOWN HEREON BASED ON N.A.V.D. 1988.
CENTER OF
CONCRETE BOX -
CULVERT
UNDER N.C. 24
CALLS 'A' TO 'B"
S 4T02'30"E 41.24' -2.4 R�h
N 85'03'02'E 70.43' �� R0G�y
+-4.0
EDGE OF MARSH
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(Voff. ^09P�� f"k' + 5.8
\Z 5.2
i
CONCRETE
PEN �o
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Cape Point Homeowners \
Association 125 Cape Point Blvd
Cape Carteret, NC 28584
Common Area and Septic
Pump Off Site
E PME Ow���\NG
Legend
E.I.P.
EXISTING IRON PIPE
E.I.P.
E.C.M.
EXISTING CONCRETE MONUMENT
EXISTING IRON REBAR
E.P.K.N.
EXISTING P.K. NAIL
E.RR.S.
EXISTING RAILROAD SPIKE
o;i
E.A.
EXISTING AXLE
O
W i
S.I.P.
SET IRON PIPE
S.C.M.
SET CONCRETE MONUMENT
S.P.K.N.
SET P.K. NAIL
CENTEI"E
/W
RIGHT OF WAY
R
RADIUS
A
ARC
M.B.S.L.
MINIANOM BUILDING SETBACK LINE
S.F.
SQUARE FEET
M.B.
MAP BOOK
N
D.B.
A.E.C.
DEED BOOK
AREA OF ENVIRONMENTAL CONCERN
+9.6
SPOT ELEVATION w/
cly
+ MARKING HORIZONTAL LOCATION
--V
VINYL FENCE
2
-w
WOOD FENCE
8' E.I.P.
-X
CHMNLINK FENCE
E.I.P. 26. _
S 84,o, ,81,
l/
e Po;ni' Boulevard
C, 50 R/W
40 0
40 80
GRAPHIC SCALE - FEET
SURVEY a BASE MAP FOR
SITE PLAN
Anthony Futral
SCALE 1" =40'
Provided W.
O rrsti.ge
Land Surveyin�, P.A.
501 W.B. Mclean Blvd.. - ape Carteret
Swawboro, North Carolina 28584
THIS MAP IS NOT FOR RECORDING OR CONVEYANCES.
oco_000_n.on
THIS MAP IS NOT A CERTIFIED DOCUMENT
RFP d.3 +-2.9
S
�NP0.0'
-0.3 +-1.3' *- 1' RIPARIAN LINE��-ter
-PROP QED
0.1 + 0.4 DOCK _ N
11
Doc -2.2
+4•2 TOP OF BANK
Z6"P�'
0
William A. Page, Jr. 308
VFW Road Swansboro, NC
28584
Approx.
Existing Grade
ADJOtNERS
CONCRETE BULKHEAD
PROPOSED
BULKHEAD
LEGEND
��
i
Area of Excavation
+ -0.9
Existing Spot Elevation
` 3 --,,,Existing
Contour
2$
Lot Number
NHW
Normal High Water
NLW
Normal Low Water
SF
Square Foot
Proposed Wood Dock
LF
Linear Foot
PT
Pressure Treated
- _
Top of Bank
Edge of Marsh
Dredging 10' from
Marsh Min.
Edge of Marsh - \�P/-
'IleP .2
0.0
-0.3�
4 � �
0.1 - +�
P.T Wood Proposed Bulkhead
P.T Wood Proposed Dock
o ---
+ 2 Proposed 8'x3O' Wood Dock .
Top of Bank
Normal High Water Level at Base of Bank
\ Elevation 0.55 ft (NAVD 88)
+-2.
T®�
Proposed Bulkhead
-118 LF
Proposed Excavation Area
ti 3,500 SF
Average Length=74'
Average Width=47'
Average Existing Depth=-1.5'
Final Project Depth=-4'
To Existing -4' Channel Depth
. o �y Rur
Roc
01. bb (\ae
-2.2
Adjoiners Concrete Bulkhead
ENLARGED PROJECT PLAN VIEW
SC LE 1" =20'
------------- -
-
m Existi 9...Grade...... _......-... _..... ......._......
t-...................._.................{ .................. .1...... ........ ............. ... . . . NHW
-[ -"--._
_.-.. _...........
m �f ' 1171
r-- --r - --r -- -- --r- _
N ////T,� ./ - -- .... ..................... ........... -
...:_ ....�' .........
�.�- NLW
..... .... ........... .. /..;. �...... ,-Try 1
i -4
---------------------- _..................- ..-.-.......... _............
-................................ - -.... - ..........
_ ............._................ - _...... -} ............ _.....1.................... _..._ ...... _...
IJATUM ELEV ------i........................... ............. 6
Proposed? Excavation Grade }
-6.00 0 5 15 20 25 30 35 40 45 50
10
GROUP Futral P.T. Wood Piling (typ)..,n.ot less than 8 ft Penetration Dependent
SECTION Dock Section on Total Applied Load or as Permitted by NC Building Codes
EXCAVATION SECTION rA
aCALE 1" =6'
SECTION Longltuollnal Section
EXCAVATION SECTION B
:SCALE 1" =6' 1
AUG 1 B 2006
Manhead Ciry DCM
NOTE:
ALL MATERIALS AND CONSTRUCTION TO 'COMPLY WITH
APPLICABLE PERMITTING AND BUILDING CODE REQUIREMENTS
REVISIONS (DISCARD
Revised water levels per su
Revised per corrected NHU1
&
■
DATE
6-28-2006_
8-1-2006
John R. Freshwater III, P.E.
714 W Corbett Ave Suite 13
P.O. BOX 572
SWANSBORO, NC 28584
(910)'i2s-2008
johnfh2o@ec moorn
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DATE: 6-05-06
DRAWN BY: JF-PP
JOB NUMBER: 06-04
SHEET
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