80-12 Oversized Plans

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These boundaries (lines) appear to be intended as
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one in the some per CAMA Permit 113-88. The
enlarged harbor area would thereby begin at this
line. This discrepancy together with the
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ground excavated in accordance with initial permit
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to create the "east basin") confuse the delineation
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of the project's eastern riparian limits. The
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predevelopment conditions and the permitted
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construction indicate a riparian boundary a minimum
of 15ft from the existing construction. This limit is
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assumed intrinsic to the existing construction and
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the herein proposed redevelopment.
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BLACK & WHITE MARK
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❑ 'BLACK & WHITE MARK
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5.0' DEPTH
EEK
REVISIONS
9/1/2011 per CPSI
1 9/7/2011 per CPSI
9/8/2011 per CPSI
9/20/2011 per CPSI
I
I 9/22/2011 per CPSI
I for GP dredging
I 10/6/2011 per CPSI
l �
I _ _ J 11 /1 /2011 per CPSI
! _ 11/7/2011 per CPSI
11/14/2011 per CPSI
11/17/2011 per CPSI
11/30/2011 per CPSI
2/6/2012 per CPSI/DCM
xis m3 u e / 2.54 AC
(continuous full �J
shoreline length) —� \
Riparian Boundary per Existing Construction do Permit 113-88 _ — NI6'57'45"E _ _ -- ._ — \
234.59'
------ 32.15 FUEL T1. 5
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STATE OF NORTH CAROLINA
Normal High Water at PIN15: 730613134823000
E ' t' B Ikh ad DB 1192, PG 241
12
Ui Q ' \ 12'RCP NVERT 3.9!
INVERT 159 %LOCT
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FRAME 8 INcDErK \ / 0 0 , /' ` / � — —� "'
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ASPHALT PArm1NGi YARD INLET AVERT 4.61 oa
TOP-b.70
OS OUT 4'CP-4.67 II 'rpMP 6•30 x
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30ft Buffer II OUT 18'RCP-387
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General Notes I
® This plan dc: ument for NCDENR_ DCM CAMA
Permitting P -poses ONLY I
I ADA L HINSOti
• Construction ,hall be in accordance with all PN,5DB79-n23230I
OB , PC 6 I
applicable BI- ilding, Accessibility & other Codes I 1.61
AC
and Standar( 3. I I
• All dimension-:;, locations, utilities, et cetera to I
be carefully verified by owner and contractor I
prior to stru .tural or other further design &/c
construction. I
SHEET INDEX
1. EXISTING CONDITIONS
2. PROPOSED DOCKS & BULK'-1EAD REPLACEMENT xr�
3. PROPOSED DOCKS WITH E� ISTING OVERLAY
4. DREDGING PLAN AND DETAILS
GRAPHIC SCALE
20 40 80
( iN r'EET )
40 ft.
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[DRAWN
ATE: 1-14-08
160
ROJECT: 07-71
BY: JF
SHEET: 1 of 4

W'Mompol
Fuel Dispenser/Pump & Meter ;
(Gas--G or Diesel—D)
Existing 7 [M Proposed
Fuel Hose Reel & Disp. Nozzle 5
C`
(Gas—G or Diesel—D) ® ® 46 °
Fire suppression FF t
\o�
Fish Cleaning Station © r \o/
Fish Weigh Station rFWS7 ('
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Waste Pump Out (Existing) ME
;Waste Pump Out Station 8'
37' --
(Proposed Satellite)
Existing Concrete Pile
Guardrail I' l l l l I' � I �
Floating Dock 12
A y.
Floating Dock with Provisions
Existing Boardwalk for Wave Attenuation
5'
- 3 7'
Notes: Fire Suppre%,ion Stations, Fish
Cleaning Station & Fish Weigh Station
are Proposed
Fuel Dispensing egyipment (including
reel locations) to be sheltered
(covered/protected from inclement
weather, theft, et cetera per owners)
4.5'
37'
Cn
U1 4,
4.5'
-31'
A
/,YJFAVA,III
EDGE OF WATEI`
Proposed Bulkhead at NHW
(Replacement) Total I
1,120 Linear Feet
EXISTING
ASPHALT
PARKING
EXISTING
ASPHALT
PARKING
Finger Pier do Double
Berth Widths Typical for
all Slips w/ Lifts
(Coordinate installation
(verify) with selected boat
lift manufacturer)
4'
/ 1
Proposed Bulkhead at NHW
(Replacement) `�---�
Total 1,120 Linear Feet
NG STEEL BULKHF-AD
EXIS
( IN FE `r >
IL

REVI, IONS
N�R�N
CGR��O a3 9/1/2011 per CPSI
N N 9/7/2011 per CPSI
9/8J2011 per CPSI
Proposed Bulkhead at NHW 9/20/2011 per CPSI
(Replacement) Total
_ 1,120 Linear Feet (+/—) 9/22/2011 per CPSI
for GP dredging
• 00 e O ° 10/6/2
EXISTING 011 per CPSI
FUEL TANKS 11/1/2011 per CPSI
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_ 7 5 _
PSI
f- D
D 4/2011 per CPSI
e t.
D 11/1
a�? "•`.-fib - .g �. ° ° D
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Travel Lift / ° ° ° ° 11/17/2011 per CPSI
Well 11/30/2011 per CPSI
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Existing
�oo�w
Concrete D n m
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..Eaciating Boardwalk
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ASPHALT g awl
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ii �;�oncrete„ °
a o o �' o !! l ° °
j ° _ \ .�
�1y EXISTING TWO 5 T )RY
8 °max FRAME BUILDING X X X 1
3 7' 3 7' �--- 3 7
37' 18'
1
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EXISTING
FRAME BUILDING &
DECK
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EXISTING
��� ��� ���PARKING 0
t n " ASPHALT
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SEEN DATE: 1-14-08
• - ..• --. PROJECT 07-71
Existing Floating Dock
• • • • - -•
-. • - 0

8' Floating Dock
)=NLW
-5
Proposed Bottom
(1Oft Below NLW)
Mooring
Pile
(Beyond
Section)
n
II
_ Attenuation Per
Manufacturer
5' Floatina Dock
Mooring
Pile
(Beyond
Section)
n
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Dredging Plan
EXISTING DEPTHS RELATIVE TO NLW = 0
Calculation Methodology per NCDENR—DCM
Agent Guidance
Proposed Final NLW Depth = 10ft
GRAPHIC SCALE
Im so
( IN FEET )
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�► Grid Size
♦ 50ft x 50ft (Y
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Existing Depth i 2 50.0
(typ)
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5' Floatina Dock
LEGEND
Proposed Dredging Area
'o
24"x24"
ti
Cast —in —Place aBoardwalk Existing/Finished
Concrete Cap Ground Surface
Beam e \�` � % f � �
8' Floating Dock
0/1
f
Concrete
Dead Man f\
Anchor
Precast Concrete
--- Sheet Piling /
Basin Floor
Finished Depth = 10ft � ��'
p / Washed Gravel i
(Creek Bottom)
\ /�\ Min. \ \ \
Embedment
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & standards.
Fixed Dock Boat Lift Boat Lift Fixed Dock
4' — — 26' 4'
Guide Poles
Stringer
Girder
Cross Bracing
0 = NLW
-5
Proposed Bottom
(1 �Below �
A
rB-"'*N
rFIXED DOCKS & LIFTS SECTION
/'TYP FLOATING DOCK
Construction wl P.T. Lumber, HDG or
Better Fasteners & Appropriate For Use &
Location
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & standards.
Design and
Installation Per
MFR
REVISIONS
9/1/2011 per CPSI
9/7/2011 per CPSI
9/8/2011 per CPSI
9/20/2011 per CPSI
9/22/2011 per CPSI
for GP dredging
10/6/2011 per CPSI
11 /1 /2011 per CPSI
11/712011 per CPSI -
11/14/2011 per CPSI
11/17/2011 per CPSI
11/30/2011 per CPSI
2/6/2012 per CPSI/DCM
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L)CM_NTRO c ATV
DATE: 1-14-08
PROJECT: 07-71
DRAWN BY: JF
SHEET: 4 of 4