HomeMy WebLinkAbout69-06 Oversized PlansN�SR
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IL Il V 1 1 1 A,4- P NOT TO SCALE
LEGEND
MHW Won High Wafer
MLIT Mean Low Water
R/W R16HT OF WAY
Typ Typicol
M.B. MAP BOOK
PG. P,4GE
sf Syuore Feet
cf Cubic Feet
cy Cubic Yard
+ 7.2' SPOT ELEVATION (N.A.V.D. 1988)
28 Lot Number
Excavotion Area
NO TES
1.) AREA =25,581.4 S.F. (BY COORDINATE
COMPUTATION)
2.) CLOSURE = 1:10,000-i-
J.) REFERENCE : M. B. 29 PG. 783
4.) P.LN.5384.06-27-8929
5.) FLOOD ZONE :ZONE X, AE (EL9) PER
F.L.R.M. 3720538400J, JULY 16, 2003_
6.) FINAL MAP RECORDED :JULY 25, 2000
7.) TH15 PROPERTY IS SUBJECT TO ALL
EASEMENTS, AGREEMENTS, AND RIGHTS
OF WAY OF RECORD PRIOR TO THE DATE
OF THIS PLAT.
8.) ADDRESS: 213 BAYSIDE DRIVE
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Proposed 3C
Covered Boc-
Per M-ieter
Boathouse &
Lift Pilings (Typ)
Plan View
Proposed Boathouse
Area & Pilings
SCALE 1 == 10 '
TOP OF EXISTING
0.9' WOOD BULKHEAD
Existing Creel< Bottom
Proposed Creek Bottom
Existing bulkhead depth
15unknown. A deeper bulkhead
landward of the existing
21
/ �I shall be provided as required
to support proposed adjacent
water depth. If existing
bulkhead is found sufficient
F'lar� View to support excavation without
r i oposed Excavation AI`eL1 breaching, new support bulkhead
will not be installed.
A determination shall be
made at project onset as
soon as the equipment
necessary to perform an
evaluation is on —site.
SCAI E ==2�Y
135.84'
e-, �3wlk�e4� �s
N 10°50'1 W
Asphalt Shingles
P.T. Wood Piling (Typ)
Exterior Siding
� Height of Boathouse (Typ)
4
2
0
-2
—4
' Estimate of material to be dredged
(Excavation spoils to be hauled off
project site)
1=xcavation Section Area 61 sf
f f
131 sr` x 50 ft = 3,050 cf ,) . , �� � C �
3,050 cf/ 27 = 1 13 cy FEB I E o .D c°�
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f CL
O .5 ~ M
m co cYa U
JAN 2 6 2006 m o o
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EXISTING Morehead City Dam
0.9' WOOD
BULKHEAD U
i �W
o
_a
EXISTING d
WOOD DOCK
1]
W
2. S' N Channel `Nld'"
(728' 'A7. 0.25= l8.2)
Proposed 30'x16'
Covered Boat Lift
Perimeter
Proposed
Excavation Area
THIS MAP IS NOT FOR kFCORDING 0R CONVE}ANCES.
THIS MAP IS NOT A CERTIFIED DOCUMENT.