157-08 OVERSIZED PLANS

Earth to Remain
Excavation Area
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Aggregate Base
Earth to Remain
�- Access Paving &
Aggregate Base
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Drive Profile from
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Intersection with
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Jasmine Lane
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Scale 1 = 1 c 0
-6
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Fill Area
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Fill Section ( 1 )
Ramp Access Drive Station 0+25
(From Intersection With Jasmine
Lane)
Scale 1 " - 5'
Proposed boat
launch
turn -around &
Maneuver Area
Finished Grade
Dt/1
P L
\ !.� ` Edge of Creek
, and Normal High
•O Water Line '
o •� •� • 30ft Coastal
1 • 1 ; Shoreline Buffer
Normal Low
Water Depths
(Typ)
Normal Low
Water Line
♦ 14.4
Zero Line , ♦ k
♦ N
--Distance along ` ♦ +
Creek to Property ♦ `sg.3 68A
Limits and Riparian
Corridor from Proposed
Ramp: 1,460ft R3 (' ,/� ��, pat &
O b
r °'0 '"oo ,�'l� o Paved a tj\jet
\6� Ac�� �',�� ♦ /� vehicle rid area
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1+25 773 7,0
2.6 �,y 0 1
12.5(� cNn ��1
Proposed 5 x12.5 floating 1 +40.71 N
© 39.2 0
g ' ___--
kayak / canoe Launch ("EZ—"
Dock - EZ Port"or--1.2
cs 1.0
comparable per Owner &
"-- Elevations with square
manufacturer) 59 6 1.4
o symbol (Upland) Relative to
o �.5 NLW = 0 Per Surveyor (Typ)
Proposed 4' Wide Wood Dock ` (All elevations within Creek
1 / relative to NLW = 0)
Edge of Creek
/ plotted from
Onslow County
Aerial GIS and
Field Location
—Distance along
Creek to Property
— Limits and Riparian
Corridor from Proposed
Ramp: 1,000ft
f
11.0 ( +1.0
Ar
0.7 Proposed Concrete Boat
Ramp 32ft Long x 14ft Wide
In accord with elevation data AL
/ provided to accommodate
ramp toe depth = 3ft at NLW
and to of ram > 1ft ab
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0+00
0+50
1+00
1 +40.71
p p ova
NHW
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SCALE: 1" = 20'
tsa
40 4 Wetlands,
Line (TYP•)
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Proposed Dock
°
Finished Deck Elevation &
0.
Guardrails Per Appropriate
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Building Codes & Owner
Proposed 5'x12.5'
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floating kayak / canoe v
Proposed boat
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Launch ("EZ Dock - EZ
launch
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turn -around &
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per Owner & 71
Maneuver Area
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Proposed Dock Piling (Typ)
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------- pacing &Embedment
Ram & 0 NL
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Per Building Codes and
--- ---
_ round _2
Turn -Around -------------------------
Access Drive -- --- -- ---
--- ---- - ---- - -- - ---- -- ----
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-- - --- --- ------------ - ----
---------------------
---—Appropriate
- ---- ---------------
--- - Top of Concrete
Existing.----------
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----- -- - ----- ----
-----------------
180
/ ---
Max.
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--
f r
_o Loading
. .
- --- & Bearing Conditions
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-4(Remaining
P-ofile
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- -
- ------ Grade Ramp Min.
- -- --
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(12% Slope �-- �.�_
o Mrn,)
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------------ 9 Dock Piles not
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�1ft Ab ova NHW
-- -- ----- ---------1ft --ova - - ----------------
---------------------
----------------
----
Toe of Ram
- - -
Shown for overall Clan -Y)
- --- -- ----- -- -
Scale-
1 = 10--------------------------------
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---
aft Below NLW ------
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--------
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'VATUAi ELEV ------ ----------------
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0+00
0+25
0+50
0+75
1+nn
---
- - ----- ---- --
Upland Elevations Adjusted Per
Surveyor to correlate with Normal
Low Water Depths: Field Verify
all Elevation Data & Proposed
Grading Prior to Construction.
1+25
Note: Steel Reinforced Concrete Ramp (over compacted aggregate base) sections to be prefabricated
(formed, poured and cured) on high ground prior to final placement below NHW _
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REVISIONS
7/5/08 Per DCM
7/14/08 Per DCM
7/24108 Additional Water
Depths Per DCM
8/12/08 Upland Profile
Per DCM & Access
BUA- Per Stormwater
Permitting
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VOT FOR CONSTRUCTIOI`
UNTIL ALL APPROPRIATE
HERMITS RECEIVED/
DATE: 5/12/08
PROJECT: 07-062
DRAWN BY: JF
SHEET: 2 of 3

Proposed Dock Piling (TYp)
Spacing & Embedment
Per Building Codes and
Proposed Dock
Appropriate for Loading
Bottom of Decking Minimum aft Above Wetland Substrate
v
& Bearing Conditions
Finished Deck Elevation & Guardrails Per Appropriate
Building Codes & Owner
15
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Grade
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--
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Longitudinal Dock Section 2-2
- - - - - - - - - ---------
Scale 1" = 10'
50
100
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REVISIONS
7/5108 €per OCM
7/14/08 Per DCM
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PERMITTING SET\
OT FOR CONSTRUCTION
UNTIL ALL APPROPRIATE
\ ERMITS RECEIVED---*,
DATE: 5/12/08
PROJECT: 07-062
DRAWN BY: JF
SHEET: 3 Of 3
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