HomeMy WebLinkAboutBeaufortEastVillage_Sheet4_rev041817.pdfLegend
Property Boundary- GIS parcel data
Riparian Corridor Limit - - - - - - Channel Alignment (per contours)
Riparian Corridor Setback ICW / Federal Channel Setback
1' Elevational Contours (NAVD88) Waterward Edge Marsh (digitized)
Plans are based on information provided by Withers and Ravenel, Bellingham Marine, and publicly available GIS data.
Elevational contours are relative to NAVD88. Mean Low Water= -1.93' NAVD88.
This figure is intended for CAMA permitting purposes only. This is nota survey. Not for construction. 0 15 30 60
Exact piling placement per contractor.
fRpNT
REE
Q
Adj. to West:
_ -
No New -
Potter
Upland
Development
Proposed
- - _
- Adj. to West:
BU F��R Crosswell
------- -----
11
I
Approx. Waterward
Edge of Marsh (digitiz d)
l /
i
Ex. Fixed Pier
o/ o
mY l I to remain
Q/ p
' I
�' J
I
o/
i
rs-
,
Q; /
14
ae Proposed Ram nd
'
1s, Platform (84 sqft)
Ex. Fixed Finger Pier
and Piling -to be removed
>
i 4
/
/ - ------------
3/
Ex. Piling
� _ _ _ ,\
� _ - -- / - Proposed Floating
-
(not in project area)
- __gL �� _
-
-j-- - Kayak Dock
/
Waterbod Width = 532'
Proposed Gazebo Y
_
14'x 14' (as measured along center of
Ex. Fixed "L" Dock`'
_
/ ��
riparian corridor)
to be removed
_
10
Proposed Floating Dock
8 _ \
New floating dock will not extend
waterward of existing pilings.
°
\ Ctt V/
Ex. Pilings
— ° _
36
EL ALIGN
\ ME
to be removed
\_
- —T (Pl depth
ICwgTRUCTURESETgACt( \°pnto\
Proposed Ramp and
Tay/ 0,
Platform (12 sqft)
creek
Legend
Property Boundary- GIS parcel data
Riparian Corridor Limit - - - - - - Channel Alignment (per contours)
Riparian Corridor Setback ICW / Federal Channel Setback
1' Elevational Contours (NAVD88) Waterward Edge Marsh (digitized)
Plans are based on information provided by Withers and Ravenel, Bellingham Marine, and publicly available GIS data.
Elevational contours are relative to NAVD88. Mean Low Water= -1.93' NAVD88.
This figure is intended for CAMA permitting purposes only. This is nota survey. Not for construction. 0 15 30 60
Exact piling placement per contractor.