132-08 OVERSIZED PLANS

saran C . l
W o
69 Lo/o
o�.
N,0
xi
rnq
I
' I Note: Points in immediate
' Vicinity of Pier were Interpolated %
�L 70
A-- 9
6ft Wide Proposed Dock / Walkway \/
Mooring Pile (Typ)
�V I
404 ine 6 9
--, I I / A \ Pier Longitudinal
too 1
i
1 404 j cv
l I/ Wetlands
Edge of Creek f /CD
and Normal High
1+ / Water Line 9
Go /
O q �
t
00
r i5
Normal Low zr ro
e Water Line
-_
Zero Line
l i R�ha,; Co SCALE: 1
i
LEGEND:
71 - Lot Number
404 Wetlands Line
x 1 . 5 -- Depth Below Normal Low Waterline
1 . 5 - Height Above Normal Low Waterline
X 5. O -- Existing Spot Elevation
- Proposed Boat Slip Number
/ - 404 Wetlands Symbol
NOTES:
This plan document is for CAMA permitting purposes.
Owner &/or Contractor responsible to ensure all project
construction is consistent with owner's intended uses.
Riparian corridor, channel edge, et cetera, as depicted are subject
to NCDENR-DCM approval.
Owner &/or contractor responsibility for project
compliance with all applicable codes, ordinances and
regulations including building cedes, setbacks, built upon area,
et cetera.
Contractor responsibility to inspect site and identify
field conditions and related projf'ct cost implications
thereof.
Survey - boundary, location and elevation data provided by
Parker & Associates.
BASE MAP / Survey Provided By:
Parker & Associates, Inc.
Consulting Engineers - Lend Surveyors - Land Planikers
P.O. Box 076 - 28641-0278
3" New Bridge Street - 28540 lackaondlle, North Caroline
Phone [phone] - rax [phone]
Notes:
17 Survey work performed at
normal low Water on 01 /23/08.
2. Normal low Water is based upon field observation
3. Boundary data per previous surveys, aerial
photography and computed information
4. No Aquatic Vegetation in Creek Observed
5. Wetlands Line As Approved By the Corps of Engineers
Dated 02/27/06.
6. Boundary Data From Previous Survey Work and
Computed Information•
Varies
All Construction w/ P.T. Lumber
° with Treatment & HDG or Better
Fasteners Appropriate For Use &
Location
fLU
Q �
w��
O
w
�i =coU
CL
Ij>-
TYP PIER SECTION 0°
W
NT3 >
P.T. Wood Dock Pilings (typ) not less than 8 ft Penetration
and Spacing Dependent on Total Applied Loads & as
Permitted by NC Building Codes,
Final Pier structural considerations & elevations per
owner, contractor &/or structural engineer as necessary.
VICINITY SKETCH
Not to scale
401
6
Edge of Creek
and Normal High j
Water Line
/
Norm,, -c.. /
Water _ -e
Zero L -e /
oe
/ Enlarged Pier End Plan View
/ Scale 1" = 10'
�j
REVISIONS
7/5108 Per DQM
7/14/08 Per DCM
7/24/08 Additional Water
Depths Per DCM
W
a
�L
w
(L)
r, 4
ut
�m
+�
C4
U o
C
z
O
O
m4
iv
U
uu
= r
4E-J
C
co
V)
w
0.
� 0
p
0
C
0
E
Q m
a
Q
a
X
c
in
LL �.
�
w
'
QJ
c) W
C
r- p
ns
�L
M a-
�
U
o
I
i�
Q
Cwl�
Q
rM
U
z
e
M$to
�
ro
�U°��a
�
u
x
0
Oo
y.
v�
PERMITTING SET
((UNTOT FOR CONSTRUCTION
IL
ALL APPROPRIATF
ERMITS RECEIVED
DATE: 5/12/08
PROJECT: 07-062
DRAWN BY: JF
SHEET: 1 of 2
I-�?_ems

A
------- ---- --
15
------- - - -- -----
----------- -----------
----------------:-----------------
10 --- --- - _
----- -
--- --- ----
-�,. --- — — -- ---
----- ----
5 --- ---- -- -- -- --- -- - -----
_---------------------- -- -- - - --- --- --- ---
- - - - - - - - - - - - - - - - - - - - - - -
--------------------------- --- -- -- __
- - - - - - - - - - - _=___________ -Existing Grade====___--
- - - - - - - - -- - - - - - _- - - - - - - _ - - - - -
-5-------------------------- --- -_-------------------
--------------------------------------- --- ---_-----
--------------------------------------------- -----
-------------------------------- _-_---------------
-10 -----
-------------------------------------------- --------------
---------------- --
-15---- - - --------------------------- - - -
-------------------------
------
--------
---------
-
—————————— — —-------------
_ - - -
-------- -- ----- - -
----- ------ -- -----
- -
- -
- - - - - - - - - - - -_ - _--_ - - - -
----_--------- ---
----_---------------------_-
------ - --- -- -_- -
-
-------------
-------------- ---
Proposed Dock
Bottom of Decking Minimum aft Above Wetland Substrate
Finished Deck Elevation & Guardrails Per Appropriate
Building Codes & Owner
--- - -- -------------
- - ------------------
—
-
—-—— — — — — -—————————— — — - — -------------------- --------_--------------
-_ -- -__- - -_� ---------- - - - -------------_- ----------------
---- -------_------------------ -------=T�=-----------------
-
- -- -- - - - -- -- - - -- - - - - -- -
-L
- _ - - - - ----
-. - - - _-
-- - - - -- _ --- --- _-_ -_ - --- ---- --- --- __- -_- -_- ---
-- _- -- -_-- --- --- --- -- - - --- - --- --_- - - - --- ---
-- - _. -� -- :
-_ _-
-- -- ::
- -
------- ---------------------------------------------
--------------------------- --- - ---------------------------------------
----
---------------------- -----
_ ---
- ---
———- - ----- ----
- - - -- - - - - --
----------- -----
- - - - - - - - -
- --
--- --- -- --- -- --
-- --- -_ __- -- ----�
- -- ----
7 --- --- --- --- -- --
::
REVISIONS
3
s
7/5/08 Per DCM
7/14/08 Per DCM
era _f
-"
Longitudinal Dock Section
1" 10'
50 100 150 204
250 300
-------------------------------------------
--------------------
-- - - - --— - --— ----- - - - - --
-
--------- - - - - -_ ----
--- --- --- - - _ _ -- -- - - -- _ --- _--_ - ---- ----- - - --- - - - - -- - - - - - - - --- - ----
-- --- --- --- ---
--- ---
_
Existing Grade
- U
- - - - - - - - _. - - - - - - - - T - - - .. - - - -_ - - _ - - - _ - - - - - - - _ - - - -
350 400 450 500 550 600
.
J
L
s
Proposed Dock Piling (Typ)
Spacing & Embedment
Per Building Codes and
J
NLW=O
-10
u;
Q
C1.
4..
W
W
w
+'
M
N Q
Al
U co
C
.0
in
ZO
0
0
W�a
co
W
76
D�
_ ,
C>
c°
cu
W
o
E
ct
O
OE
E
Q'
U
L
LLl O
W�-
�"
w
CM W
4—d
O
V)
Y
CL
'y
q
L
U
U
>
0
PERMITTING
NOT FOR CONSTRUCTION
l UNTIL ALL APPROPRIATE
\ ERMITS RECEIVED/.
DATE: 5/12/08
PROJECT: 07-062
DRAWN BY: JF
SHEET: 2 of 2
no