42-04 Minor Mod/Renewal Harborside 17 Partners LLC Oversized Plan

SLIP SIZE
NUMBER
40'
38
50'
30
60'
28
70'
25
100,
5
TOTAL
126
SEWER I'UMPOUT
of --r:I 1r' IiMP rL P
DIESt1_ & UNLEADED GAS
ACCEPTABLE GUIDE PILE
- LOCATIONS
16'
0
0 210'
—� 16'
N
GUIDE PILE
I I MAY VARY
WAVE ATTENUATOR
lil�l.Cl' I i- DLC VUIL)Z I"ILG T J I FM
LOCATION
914'
—m -j 1--- 4'
ACCEPTABLE GUIDE
PILE LOCATION
37' I .. 5'
ii
0')
40' 51
COATED 8" STEEL PIPE
MOORING PILES. TYP.
25 - 70 FT. SLIPS
42 --►I 60
o °
LI I
0 ❑
—.SOUTH WAVE ATTENUATOR / DOCKS
675'
COLUMBIA=®-MOREHEAD CITY=hjE
Coastal Science & Engineering
PO Box 1643
Morehead City North Carolina 28557
Phone [phone]
Fax [phone]
103of
NORFOLK SOUTHERN R.R. B RIDGE
UTILITY PEDESTAL, TYP.
NORTH' WAVE ATTENUATOR 6DOCK A o 0 0 0°
°ACCEPTABLE GUIDE PILE ° I °
34 - 40 FT. SLIPS LOCATIONS 38
30 - 5('FT, SLIPS ACCEPTABLE GUIDE PILE
LOCATION
o FLr�HI ING @OCKb . o ° °❑ ° a 0 ° 0 0 0
28 - 60 FT. SLIPS
28'
0 ❑ 0
a. 0
iIER C
C9 SEE SHEET C10
OWNER:
HARBORSIDE 17 PARTNERS LL(,
200 South Orange Ave. No. 2025
Orlando, Florida 32301
10'
IPS
28'
0 0 `
PIER A
SEE SHEET C8
—•c 1 10'
138'
ED
xxxxx
STA. 6+31.51
1 .I - if
.
/
J
�
O�
c
/
�4
�
/
q
0 ---' STA.4+26.37
PIER B
SEE SI IEET C9 -
° 10 /c\ k-� BUFFER LINE
Il
/ �4 �� EXISTING
GRAVEL LOT
18" FES
CONcj 6, Pq-
D
25' 18" CPP /
INVERT OUT EL, 2.5'
STA 1 +73 _
L . - — . — —-EX1ST4NG-9ITC-H- — — — —
ips
STA. 1 +78.38
0
� OPCSE:D 8' WIDE
-IMBER WALKWAY
91,
�O
o PROPOSE � BULKHEAD
STA. 0+00.00
7,48 ACRES
SMOKE STACK
CONC,
'Spy RAM P
CONC. GJ�j
�F
'- BOILE
FUEL ROOM
-' TANK
d-
-s
PROJECT:
HARBORSIDE MARINA, PHASE 1
BRIDGETON, NORTH CAROLINA
DRAAlllfl�'G TITLE;
(MARINA, PIER &
WALKWAY SITE PLAN
CAROC. \���,\�0000pppppppo/ '%%
a� S EAL
10733
4
.-,
/AIMn�`\`\
FUEL TANKS
SEE UTILITY PLAN_ .
0
m
GRAVEL DRI E /
ORR F .�
ELEVATIONS SHOWN
ARE RELATIVE TO
NAVD 88 DATUM
SCALE: SHEET #:
1 "=50'
DATE:
4/13/07
DRAWN BY:
RSH C 3
APPROVED BY:
JWF
PROJECT #:
2197 OF: 13