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NOTES:��DOM w w
1. APPLICANTS: U v
MARSHES LIGHT, LLC h x
PO BOX 1908
1 ROCKY MOUNT, NO 27802 Z NW 1-
r .-I U m
l � 2 F.I.R.M. � R.M. ZONE: "A-6" (EL 9') SUBJECT TO CHANGE BY FEMA. N wZ O
3. SITE ZONE B-2 • U N
M �
4. PROPERTY REFERENCE: (ALL LANDS FORMERLY OWNED BY HARRY B. ®on
SCHIFFMAN) 19880-19-50-7639 C9 Z tw :2
1 1 5. TOTAL PARCEL AREA 1:22.1 ACRES u N W
!� Lj w Z
6. DENSITY CALCULATIONS: (1 UNIT / 5,000 SOpFT. OF HIGH GROUND Z �
EXCLUDING SINGLE FAMILY LOT SUBDIVISION AND HOTEL BUILDING v
FOOTPRINT AREA) Z c
7. TOTAL HIGH GROUND AREA: 609,957 SQ.FT. (14.00 ACRES) W w aa..
REFERENCE BOUNDARY PLAT ENTITLED "BOUNDARY / WETLANDS PLAT
FOR BRINKLEY POINT PARTNERS, LLC." PREPARED BY SEABOARD
SURVEYING & PLANNING INC. WITH LATEST REVISION DATE OF
3/18/04.
r 8. TOTAL SUPS AT MARINA BUILD OUT: 158
SUPS BREAKDOWN:
EXISITING SUPS** (50)
SUP SIZE NUMBER
PROPOSED SLIPS
SUP SIZE
(B)
NUMBER
15'x 30' 17
12'X 24'
12
15'x 36' 6
14'X 22'
11
16'x 30' 3
15'X 25'
12
16•x 36, 13
17'X 31'
11
17'x 36, 5
17'X 36'
11
19'x 41' 14
20'X 47'
6
24'x 50' 1
22'X 47'
4
30'x 30' 1
21'X '
12
/
19'X 24'
24
1
19'X 40'
1
15'X 30, 12
/ 15'X 31' 1
15'X36' 1
z
O Ivor �c~i
13'X 25' 1
ci��NZa
13'X 30' 1
o n
• cn �
a.
O U O o.
o - N
10'X 4'
2 1
►*
GURED TO 60 SUPS WITHIN THE ORIGINAL MARINA
62 EXISTING SUPS RECONFIGUREDa'a�`
O
aa�a�mo
U
.� ca
1 FOOTPRINT.
1 9. TOTAL LENGTH OF SHORELINE 3,164 LF. MAXIMUM SUP SQUARE FOOTAGE
I ALLOWED (27 SF/ LF SHORELINE)
Osz�a
—
� � w o eta F
I FOR RESIDENTIAL SUPS IS 85,428 SE
PROPOSED SF OF MOORING AREA AT BUILD
} R1
a > s o
OUT IS 99,030 SF (DOES NOT
INCLUDE ACCESS PIERS). RESIDENTIAL MOORING AREA NOT TO EXCEED
85,428
o =
oil o� S
cmo
SF. NON RESIDENTIAL SUP AREA (PUBLIC USE AND USE BY LOCAL
BUSINESS AND
o
m 3
5ZE
HOTELS REQUIRED 13,602 SF. CEVELOPER WILL3
MAKE
o f z cr cyo5
AVAILABLE NORTH PIER AND BOTH KAYAK ACCESS PIERS (19,040 SF) FOR
I Lj
ic V) P q� N
13. FUEL SYSTEM SHALL BE DESIGNED TO PROHIBIT UNAUTHORIZED ACCESS. Z
MARINA FUEL SALES AND FUEL SYSTEM OPERATION WILL BE PERFORMED F
a
BY DESIGNATED MARINA PERSONNEL ONLY. PUBLIC OR SELF SERVE FUEL a
j I DISPENSATION IS NOT ALLOWED. ALL UST INSTALLATIONS REQUIRE Z - j " Z oz
ENGINEERED PLANS AND APPROVAL AND OVERSIGHT BY THE DIVISION OF Ej <
I WASTE MANAGEMENT UST SECTION. W 3
$ r
14. EXISTING OUTER DOCK WILL BE REPLACED WITH 10' WIDE FLOATING
ATTENUATOR/DOCK AS SHOWN. EXISTING PILINGS WILL BE USED WHEN
1 POSSIBLE. PROPOSED STRUCTURE WILL BE SITED IN SAME FOOTPRINT AS 3 O
1 ORIGINAL STRUCTURE U) N
RANGE 2
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D WING ILE: P03093—CAMA.�i'A
P OT INFOt1:1 DATE: 12/9/2000
11:11 AID
0.386863
APPENDIX B
NAVIGATION CHANNEL LOGATION5
DIGITIZED U51N6 USAGE NAVIGATION
CHART5 AND USAGE 5URVEY 155UED \` \\
6JANUARY 2005 RANGE 5
\ COMMISSION N0.
P03093
DESIGNED BY
OTHERS
DRAM BY
OTHERS
CHECKED BY
OTHERS
ISSUE DATE
05-27-08
IZLl—oS
FVV
0
NORTH PIER 40.0'
25 0' 30 Q'
12.0'
PLA.Tra A c WA.71NS3r WITH( FINGER. PIERS) I7-IY
N.T.5,
DOUBLE STACK ATTENUATORS DRAFT 26 INCHES
RIP RAP NOT
TO EXCEED 1'
LOW MOVASSWP AROUND WBTLAMS
NITS.
DRAWING FILE: P03093-CAMA.dwg
PLOT INFO: , QATE. 12/9/2008 11:11 AM SCALE: 0.386863
rF%
r_l
EXISTING SUP
REPLACE FINGER PIER
42.0'
=_:� • �z '•lit • • :�!_4 _;1_ �_ M!�. • :�: ;• �•�s`: 1 • • e 1 - a1•
PLU S?RM �{�QA iCi WrM MIGER_F `
M.I.5,
TRIPLE STACK ATTENUATOR TO BE
USED ALONG MAIN ATTENUATOR
TRIPLE STACK ATTENUATORS DRAFT 46 INCHES
319' TOTAL
N.I5.
a F 0' 4.50'
r
B1
EXISTING MAN MADE PENINSULA
v
N
SEWAGE PUW OLTT
STATION
�r
OUR CLEAN
SEWAGE OW OUT SIGN DETAIL
N.T.S.
DOUBLE STACK ATTENUATORS DRAFT 26 INCHES
77' TOTAL
J R7 RAP DETAIL
NO WAKE SIGN DSTAII.
N.TS.
DOUBLE STACK ATTENUATORS DRAFT 26 INCHES
65' TOTAL
EXISTING MAN MADE PENINSULA
DEDEJ5FBMOYAL DETAU.
l
26" 1
6.0'
CONCRETE DEBRIS IN SHALLOW WATER
TO BE REMOVED BY HAND OR
CRANE BACKHOE BUCKET
BROKEN AND PLACED.ALONG SHORELINE
APPENDIX -Pw,
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COMMISSION NO.
P03093
DESIGNED BY
DESIGNER
DRAM BY
CADD
CHECKED BY
NAME
ISSUE DATE
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