29-16 Moorecoastal Investments LLC Oversized Plans

e 8
EXIST. ADJACENT DOCK
71
15ft Riparian Setback
0
>
3
I Existing Floating
Docks & Gangways,
I ZZ44 D' Set
h e+k Ak
E)disfing Frame
Building
0 Story)
JW7. "D
an
Floating Dock 1�
E
or
2120— U ffD ffn H
Existing Fixed Town of Swansboro Public Pier
Surveyor's Legend
E.I.P.
Existing Iron Pipe
E.C.M.
Existing Concrete Monument
E.I.R.
Existing Iron Rebar
E-P.K.N. Existing P.K. Nail
E.R.R.S_ Existing Railroad Spike
E.M.N.
Existing Magnetic Nail
I.P.S.
Iron Pipe Set
C.M.S.
Concrete Monument Set
P-K.N.S. P.K. Nail Set
M.N.S.
Magnetic Nail Set
R/W
Right of Way
R Radius
A Arc
M.B.L.
Minimum Building Line
M.B.
Map Book
D.B.
Deed Book
AEC
Area of Environmental Concern
C.P.
Computed Point
C/L
Centerline
E.I.S.
te'n,--
Existing Iron Star,
OHP
Overhead Power
Legend (Existing)
Existing Boat Slip (D
Existing Town Dock
Existing Gangway
Existing Platform & Dock 17771
LLJ
Existing Restaurant
Open Deck Area
Existing Restaurant
Covered
Deck I Porch Area
Existing Frame
Building
0 Story)
Existing
1st Level
Covered
Deck
0 0
I IrIronPod
.
OLL Set
Existing D-1eck
TIT IT F H 1� TT
Iron Rod Set
H.J. Webb
DB. 221 Pg. 253
N 27000'00"W — 195.77'
N/F Moore(xmstal investments LLC
D,,& 2563 Pg. 411
1 LJ
Existing Frame
Building
(I Story)
lau UUOU
Restaurant
Existing
I st Level
Covered
Existirg
Deck
1st Level
Open Dw*
Concrete
Existing Fixed Town of Swansboro Public Pier
IIOTES:
"his plan document is for CAMA permitting purposes.
!",weer Wor Contractor responsible to insure all project
construction is consistent with owner's intended uses.
Owner Wor contractor responsibility for project compliance
Mth all applicable codes, ordinances, manufacturer
r3commendations and regulations including building codes,
!,etbacks, et cetera.
contractor responsibility to inspect site and identify field
(.onditions and related project cost implications thereof.
',Iertical and related data shall be field verified by
11rofessional Land Surveyor
Final structural design shall be provided by:
, ountain Taylor, PE
0
Power Pole
Muni
Upper eLevel Existing Frame Level
Deck I Porch II Building Conc.
(2 Story) Walk
Ali
MOORE STREET
(30- R/W)
.110
44
4P 0
40
6
4>0
VICINITY MAP
NOT TO SCALE
Power Pole
-AE 01HIE
OH- OHE
Wood wall
X Iron Pipe
Wood Fence
Water Meters (3)
Ln
is
ParcA Tract Area
Block Wall i, -n
(Coo ij. Method)
X
0
z
z
Cf)
C?
EA-Sfing i ni,
Concrete X
Walks M
M
Power II
%
�\ODIIHE
01E
E
F
J,
Concrete
UNA Nail Set 4(0
CMI[A Process Planning SURVEY / BASE MAP PROVIDED BY:
and Permit Facilitation by;
COASTAL PLANNING SERVICES, ITS BELL & PHILLIPS SURVEYING, PLLC REFERENCE:
Kathy B. Alinson, -AICP 604E CEDAR PT. BLVD.
Comp,-eh-vi-v Land P11—joing and 1XrmfqpwrrntAuis**rr CEDAR POINT, NC 28584 Deed Book 1136 Page 670
P.O. Bcm 827 Office 252-31-14 V16 [phone] Onslow County Registry Morehead City NC 285_57 Fax,2512473� 7--*;
� 9 J NOT FOR CONVEYANCES OR RECORDING
RECEIVED
OCT 2 8 2015
DCM- MHD CITY

EXIST. ADJACENT DOCK
H.J. Webb
e Q.B. 221 Pg. 253
0
CL Iron Rod
71 set N 27"00'00"W —""- 195.77'
N/F Moorecoastal Investments LLC
D.B. 2563 Pg. 411
Ice House
Restaurant
�e t
Covered EAstiog
Deck ist Level
Open Deck
Domax►T"fl-I I M—H
I IIY,,�( "� N V 1 ' 1 ;'-� �<,r,"V X « ' �` Existin Fixed Town of SWansboro Publ""ic Pier
Legend (Existing)
Existing Boat Slip
Existing Town Dock r
Existing Gangway
Existing Platform$ Dock ��
Existing Restaurant
Open Deck Area
Legend (Proposed)
Proposed Ingress I Exgress Platform Piles (�}
Proposed Ingress I Egress Platform
Proposed 2nd Level
Deck A Landing / Walk - Open Areas
Proposed Building & Deck Structure Pile(s)
(minimum embedment 12ft in river bottom, 0
verify w/ structural designer)
Proposed 8" x 8"Timber Posts - bearing on
new beams between new structural piles.
Enclose within and reinforce existing
exterior building walls. Extend to support
new roof and proposed 2nd story decks
(Verify construction w/ structural designer).
9
N
0 Covered
k Upper Level
`Deck / Porch II
k �
l
N
Manhole -� I U p u
S 27'00'00'E —r•- 190.96' II (Total)
( ) 184.1V
MOORE STREET
(30° R/W)
REVISIONS
3/28/2015 per CPSI
6/22/2015 per CPSI
7/07/2015 per CPSI
4 'th 7/09/2015 per CPSI
7/2112015 per CPSI
40 7/29/2015 per CPSI
7/30/2015 per CPSI
1`36' 8/21/2015 per CPSI
�g 9110/2015 per CPSI
Power Pole
Power Po OiF . - - -- 0 H!E - - E 0qE OH-il lE
Wood YNaI!
Iron Pipe
----
Wood Pence
Water Meters (3)
T
CL
rL
in
�®
.�
�
0Q
�
Uj co
a:2E®�
v
0a b
®X
U�
z US
<taz
0
in �Qm
CD
c c
"> W ,-, z
0
o s
M0QU)
> r-,
¢ -
r
>
�.
tLl
V) z
-C3
6 O
OX
U
V
Pall -ell Tract Area10
N
Ground (Coold. Method) BlodkWa! ,```o�oaNmCrirs�,,rjP
Level s N
s
I
Walk
i 7C z
Exes*Q rti �y,�RES
Concaele
Wallis r'j'j
Extr m
Stair
Fxiis b
1stLevel
Open Deck
Pole\HE E
Power
0 E
OHE
_.._-
Cormkxete CO
Nail Set
410;r� CO
0 �l
® W
O
CD
Cd
rn
U 0 .4
CL Pr
11110--4
RECEIVE®
OCT 28 2015
DCM- MHD CITY
SCALE: 1" = 10°
ccuwu
r CAMA Permitting Only DATE: 2/12/2015
OT FOR CONSTRUCTION
Approvals & Permits Required PROJECT: 14-035
DRAWN BY: JNC/JRE
SHEET 2/4

APPROX. HIGI-
EL. +3,1 MLW
LJ
APPROX. HIGH WATER
EL +3.1 MLW —
Existing South Elevation (From River)
1"=5'
I
REVISIONS
_
6/22/2015 per CPSI K_.w
7107/2015 per CPSI
7/29/2015 per CPSI
9110/2015 per CPSI
Aa
■
■
Y.
0
r�
i.r
W
c
CL
V) C,
z
�.
Ci
h
0
0cax
rn
< z
Uj
6 ab
zswo
4-0 �
�
Ed�®�Uj
9
c
> r; z
- 0
�omZ)
> n
<C �- ca
c
�I
�®
-�
Q z
..�
� a
a
E,
fi�ES.P'��
,.- COko
v Q Co
0
o
C
W
CO
cci
0 O CIS
U ;.., P�
Q) CO
0
0
SCALE: ="
DATE: 2/12/2015
RECEIVED PROJECT: 1 N11
0 C T 2 8 2015
PAWN BY: 1 a roCl 'P F
DCM- MHD CITY
SHEET

APPROX. HIGH WATER
EL. +3.1 MLW
Z
APPROX. HIGH WATER
EL. +3.1 MLW
U
ME
Proposed South Elevation (From River)
1"-5"
1L — —i
Note: Gap / Space exaggerated to
n
II I illustrate structural independence as
II j required by DCM
it
LJ LJ
II �
II =II nI
I II it
LJ
* Ib-) I n 0
LJ
LA
JLJ Proposed East Elevation
I� 1w_5e.
W
IJ
NO]
e%^w
r
r� `� 0���Z44
h
i I �5� F
EXISTING
II I GRADE j
11 rll �, i
I I II II 1 1 i i
LJ LJ LJ LJ
M
35"
REVISIONS
6/22/2015 per CPSI
7/07/2015 per CPSI
7121/2015 per CPSI
7/29/2015 per CPSI
8121/2015 per CPSI
9/10/2015 per CPSI
�kj/
KH C;41
fl • ''`
R0-
y4' • , FRES,�
16'
. .
I € Ms to
m A 1
0^�7
ML M ca CO
dICd
ENCLOSED Q) pr
VESTIBULE
0
SCALE. 1 " 5'
DATE: 2/12/2015
RECEIVED
PROJECT. 14-036
OCT 28 2015
DRAWN BY; JNC/JRF
DCM- MHD CITE
SHEET 4/4