194-08 OVERSIZE PLANS

\ \ GRAPHIC SCALE: I "= 10'
\ 0 5 10 20 30
~ ~ \ FEET
\ \ 1
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~ \ \ "IN Top of bank/
\ edge of creek
\ \ \ \CO
Needle Grass
~ �,\ �� v• �Q- Marsh Area
o \ \ \ ~ \ \ \ Burnettes
47 \ \ \ 0-0.30 \ I--�
p�pos g� 0-�0 branch.
ecr \ 00.
-0.80 - 10 d
\ \ \ pq \ \ \ X1.20 - 20
\ HISS 0 0 0-2.30 — \ -1 9� 0.60 ` , — Tie Contours to
\ \ \ \ \ \ f r / �41, Existing Bottom
-3.00 & Bank Grades
\ \ \ X-0.20 _
—1t-1.70
0
\ _ 0-2:20-- — — — — _
\ \ \ \ ram..•— -0-70
4 3 30
.70
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\ X-1.20
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Top of bank
{ ¢ edge of creek
8" Die. Piling -�
8' O.0 (typ) Begin Excavated
Gravel Ramp
Field Verify Existing Grade
Intersection With Ramp
This Location
End 14' Wide Excavated \
1 \ 1 \ Reinforced Concrete Ramp
\Normal �-ligh W\terline \ ` 1
�646 \ \\ \ \\ \ \ � per DCI� 11l28/(�7 \ 1 i1G, \ Proposed Bulkhead I Retaining � over Stone Base
�-- (Vinyl-typ) �
Proposed Ripfap (5ft Length)
To mirl,oize propeller wash- scouring
g sedirneht suspension during boat
\ \ \ \ \ \ v \ \ \ \ \ \ V I launching & retrieval
Queen,
V A \ \ V A \ \ 1 V LandwaM Extent of Coastal
\ \ \ \ \ \ \ \ \ Wetlands / Vegetation
Creek \ \ \ \ Per DC�I Agent
v v �` v v v
5
®Total Est. Dredge Volume
50cy Below NHW
Total Est. Cut Volume
250cy Upland
Concrete Ramp
D-ATUJV ELEV -5
—5.00 0+00 0+10
GR" Bohicket Landing
SECTION C/L of Boat Ramp Scales 1'=5'
Section Through Proposed Boat Ramp & Access Basin
Begin 14' Wide Excavated
Reinforced Concrete Ramp
over Stone Base (1ft Above NHW) LEGEND
Existing Contour
3.00 Proposed Contour
NHW Normal High Water
NLW Normal Low Water
LF Linear Foot
- - - - -- - - - - -
- - - - - -
-----
I ----------------- ---
Existing Grade
- - - - - - - - - -
- - - - - - - - -
- -
- - - - - -
- - -
-- - - - - -
Proposed Excava1
I -------- H_
--------- Proposed Excavation
-------------------------------------------------------------------
Grade-------------
- - - - - - - - - -
- - - - - - - -
- - - - - - - -
-------------
-------------------
Proposed Concrete Ramp
-------------------------------------------
------------------------------------------
---------------------
----------------------
----------------------
-------------------
_J
------------------ -
-------------------
------------------------------------------
Rip Rap
I -------------------------------------------
Proposed Retaining Wall
5 F Vinyl (typ) ICU
0+20
0+30
0+40
0+50
0+60
0+70
0+80
Note: Reinforced Concrete Ramp sections to be prefabricated (formed,
poured and cured) on high ground prior to final placement below NHW
ISF - Iron Stake Found
High Water Line
\ 36 , -Adjoining Lot Number
- Coastal Wetlands / Vegetation
PT Pressure Treated _ U.S. Army Corps of Engineers
Cy Cubic Yard
Jurisdictional Wetlands Limits
Spot Elevation
Below NHW
Excavation Area
CAMA 75' AEC
Upland Excavation
V//R// Area
a . Concrete
_Proposed Retaining Wall
Vinyl (typ)
ti Grade
0+90
Note: Structural design of reinforced concrete, stone base and retaining
walls not within the scope of these plan drawings
Y4" per foot
1Max � E
Compacted Fill as
Required
Existing Grade /
Vanes _ 1
Tvoical Gravel Road Section 1-1
a
= - - - w~
- - - - - - - -
_
--------- - -- - -
NHW
---------
— — — — — — — — — —
0
———---
— — ——
--.-------
— — — — — — — — —
— — —
— — — — — — — — —
— — — — — — — — — —
— — — — — — — — — —
— — — — — —
———-- — — — — ——
=
o
—
— — — — — — —
— — —
0
- - - - - - - - - - - -
:
NLW
=
Existing Grade
-2
z--
—
DATUV AZEVS
=-----------------------------
=
---------
-------- ------------
-
—5. 00 0+00 0+10 0+20
GROUP Bo#-dcket Landing
SECTI3N C/I, of Excavation In Burnettes Branch - Scate, 1'=5'
Section Through Proposed Boat Ramp Access Route Centerline
0+30
0+50
0+60
0+70
0+80
0+90
1+00
1+10
C/L
Vanes I - 18' to 60' Dia
Y4" per foot
0 0
U)
c -E
'v m
L6 REVISIONS
2 3 2008
10/10/05 Elev. Ramp rev, per CAMA
8/14/06 Per additional survey data
L' 8/24/06 Excavated Romp
3/13/07 Per additional survey data
4/10/07 Per meeting W/ surveyor
_ 4/17/07 Per oWner
8/17/07 per additional survey data
7 9/10/07 per owner
12/26/07 per Como
✓ 4/21/08 per CAMA(DCM) do USACOE
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DATE: 6/14/20'``
PROJECT: 07-080
DRAWN BY: JF & A'
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