112-09 NC Wildlife Resources Commission

BOA 11 TING ACCESS
1D# 060687101
AREA IMIPROVEMENT.S.
WILDLIFE RESOURCES COMMISSION
ATE OF NORTH CAROLINA
S C H E D U L E 0 F® D R A W I N G S
_
SH T.
NO.
TI T L E I
CO--
COVER SHEET
NOTES
C0.1
C1.0
C1.1
ASTORIA LANDING: EXISTING SITE AND DEMOLITION PLAN
SITE IMPROVEMENT PLAN
C1.2
GRADING, EROSION CONTROL, AND STORMWATER PLAN
C1.3
CONSTRUCTED WETLAND PLAN AND DETAILS
C1.4
BOAT LAUNCH PLAN AND DETAILS
C1.5
_ r=ISI-_PING PIER PLAN AND DETAILS
C1.6
LANDSCAPE PLAN AND DETAILS
C2.0
CAROLINA E3EACH: EXITING SITE AND DEMOLITION PLAN
C2.1
_
SITE IMPROVEMENT PLAN
C2.2
GRADING, EROSION CONTROL, AND STORMWATER PLAN
C2.3
DRAINAGE AREA PLAN
C2.4
BOAT LAUNCH PLAN AND DETAILS
C2.5
FIXED DOCK DETAILS -�
C2.6
BULKHEAD DETAILS
C2.7
PUBLIC FISHING PIER AND BULKHEAD REPAIR DETAILS
C2.8
DREDGE PLAN AND DETAILS
C2•9
LANDSCAPE PLAN AND DETAILS
MOREHEAD CITY: EXISTING SITE AND DEMOLITION PLAN '
SITE IMPROVEMENT PLAN
GRADING, EROSION CONTROL, AND STORMWATER PLAN_
C3.0
C3.1
C3.2
C3.3
DRAINAGE AREA PLAN
C3.4
BOAT LAUNCH PLAN AND DETAILS
C3.5
DREDGE PLAN AND DETAILS
C3.6
LANDSCAPE PLAN AND DETAILS
C4.0
CEDAR ISLAND_: EXISTING SITE AND DEMOLITION PLAN
C4.1
SITE IMPROVEMENT PLAN
- �
DREDGE AND JETTY DETAILS
SITE AND UTILITY DETAILS
EROSION CONTROL AND STORMWATER DETAILS
NOT USED --
NOT USED _
BOAT RAMP DETAILS
4
C .2
C5.1
C5.2
C5. 3
05.4
C5.5 I
ISLAND, NC
7 CITY, NC
CENSER
?'Ri]tJTIVIAPERIM] T ,"- '1. W NGS
TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave.. Suite 102 N 0 T FOP -
Wilmington, NC 2S403
910.397.2929 Ph.
Wilmington. NC 910.397.2971 Fax
Raleigh. NC Wehsite:uvnv.cttengineering.com
on
1.1

D08.5386 Q FENCE (7YP.) \ /
'9 s" TEMPOR 3.7 3 f 2 �i� L :'' Q
ARY DREDGE �� --�- R COAL ,4:ERW _
MATERIAL DISPOSAL �`y \ ALt_
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9.8495 o z o
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LEGEND:
6° ..._ IRON PIPE (NEW OR EXISTING)
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NCGS GRID MONUMENT >
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PROPERTY LINE I-
NON -SURVEYED LINE ® < :' (�
CD EASEMENT LINE
� _ FENCE LINE ~
x x � = z �
6• _ ;` ; --• — — MEAN HIGH WATER LINE (1.26' NAVD88) o
MN Q� U
LOW WATER LINE.48 NA
_ 4 '4 HIGH WATER LINE, AS FLAGGED BY DCM) 5129108 < U U U
r• - .
COASTAL WETLAND LINE, AS FLAGGED BY DCM 5129108 yam,
i'j/"�• �`-.. 4 \ 30' CAMA BUFFER (D of W 75' AEC LINE w
fim
SF TEMPORARY SILT FENCE o� Q Q
z
z Q
4 ..,.
i — -1 <t z
6z" r �� GENERAL NOTES:
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED 0 Q U Q W Q
BY ROBERT H. GOSLEE & ASSOCIATES, PA Z � U z U
2'. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4•. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
•"�...: w� - «rSEAL
1 r-mi I•• .'1 PR `i -••Y� •mow
5. FEMA FLOOD MAP INFORMATION: EsiGNED eY: RAW
NORTH CAROLINA FLOOD INSURANCE RATE MAP:
DRAWN BY: H WL
MAP PANEL No.: 3720313100J FLOOD ZONE: AE 14/VE/15
GRAPHIC SCALE
MAP PANEL DATE: APRIL 03,2006 QUALITY CONTROL: MTA
6. SURVEY REFERENCE: SCALE: NOTED
�\ 40 0 20 40 PID: R08800-008-002-000 FILE NUMBER: NEW HANOVER COUNTY REGISTRY DATE: 5818 5818
ATE09
( IN FEET) 7'. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW) :
1 inch = 40 ft. FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION EXISTING SITE AND
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION. DEMOLITION PLAN
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW CAROLINA BEACH
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE SHEET NUMBER:
AT THIS TO ORMAOLCLOW WATERMEAN
(NLW) DEPTHSLOW WATER (MLW) DEPTHS ARE ALSO EQUAL
C2.
ry _ u
F

SCALE: N.T.S.
U. S. ARMY
CORPS OF
ENGINEERS
R.O.W.
USACE MONUMENT
N.• 113256.0686
E• 2335008.5386
i
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USACE INTRACOASTAL WATERWAY SETBACK
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SNOWS CUT
INTRAC OASTAL WATERWAY -- = _ i_Im
1000' RIGHT-OF-WAY_-------- _--
EXIST. STONE REVETMENT _ - - _ _ - _ _ __ = _ _ - - - 1 - \ - - r -` 1 - -
- - - - _ _ - - REFURBISH�EXTSZ TIMBER BULKHEAD - �� \ - _
�_-__ - EP -VMSER BULKHEAQ AT CORNER _ = \ ` = \ PROPOSED _og
LANDSCAPE AREAv \ I
MEAN LOW WATER - — - _ 7
MEAN HIGH WATER
-kLW PL&LIC FISAItNGtA EA-
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_ , I EXIST. GRAS$ W SE� SMT. C2�7
APPIO `.�X J .1
_EAN HIGH WATE` f W 30' CAMA s� ����`
AREA � = $-BUFt�ER
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EXTEIaD EXIST. T{MBER. o0000000eo oeoe0000000 ���\� ,E�',
BUi1CHEAt7 9'" -
SEE SHT. C2.7
APPROX,.- 30' ,CAS UFFE13
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STORAGE AREA -� d o
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ASPHALT PAVING o- o- PLACE CONC. RAMP ���K , - / / f r ✓ - DREDGE /AREA TO ~
a- �-_ 1FLbA 7�R1 r 1 � ` � � ��` � �' -• � F � `,� ---- --,--- N • � w
PARKING LOT & CONC. APRON + ! / _. s -u " , -6.0 MLW 8,5 NAVD88 J �,� s- N I U-
SEE SHT. C2.4 j�- ^ / i 1,,� '? +�'+ , t. �, F �. -SEE HT( E2$ } w 0�
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-� CLEAR = -��' `vf l O -�
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POST AND CABLE
\, / /
FENCE (TYP.) f �15/29/08 J+
f -- f � `�� �`� �AS FLAGGED BY DCM ` � •(!� c
30' CAMA BUFFER-------_-._
)94
- _ - - USACE INTRACOASTAL WATERWAY SETBACK - -
r f
ACE SETBACK L
i = 200
CATION P
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� USACE MONUMENT o
N.• 113414.2243 <
1 - _ E• 2335419.8495
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GRAPHIC SCALE
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40 0 20 40 70
Q O m
( U C Z Z Z
I N FEET7-
1Q O J Q
Z_
w "� F- J
in cn = 40 ft.
s0 O ® 0 6w
GENERAL NOTES: Z U Z U
L E G S 1V D 1 TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED SEAL
1- .-- 71
DREDGE AREA
PAVEMENT
EXISTING LANDSCAPE AREA
PROPOSED LANDSCAPE AREA
WETLANDS AREA
ACCESSIBLE PARKING SPACE
Q
SIGN
•
PILING
- - X
FENCE LINE
PROPERTY LINE
- — —
NON -SURVEYED LINE
--
EASEMENT LINE
- - - -
MEAN HIGH WATER LINE (1.26' NAVD88)
-
MEAN LOW WATER LINE (-2.48' NAVD88)
••
HIGH WATER LINE, AS FLAGGED BY DCM 5/29/08
- - -
COASTAL WETLAND LINE, AS FLAGGED BY DCM 5/29/08
- — —
30' CAMA BUFFER
-
75' AEC LINE
-�
PROPOSED FENCE
R,O.W.
RIGHT OF WAY
EXISTING PARKING COUNT
TRAILER 81
TRAILER ACCESSIBLE 5
TOTAL TRAILER 86
CAR 30
CAR ACCESSIBLE
TOTAL CAR 30
PROPOSED PARKING
COUNT
TRAILER
92
TRAILER ACCESSIBLE
4
TOTAL TRAILER
96
CAR
29
CAR ACCESSIBLE
2
TOTAL CAR
31
PROPOSED
PAVED SURFACE
97,813
SF
PROPOSED
LANDSCAPING
8,909
SF
BY ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
MEAN HIGH WATER
1.26 ft
NAVD 1988
0.94 ft
2.48' ft
NGVD 1929
1.54 ft
MEAN LOW WATER
5. SEE SHEET COA FOR ADDITIONAL NOTES.
6. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW)
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION.
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
TO NORMAL LOW WATER (NLW) DEPTHS.
DESIGNED BY: RAW
DRAWN BY: H WL
QUALITY CONTROL: MTA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01- 21- 09
SITE IMPROVEMENT
PLAN
CAROLINA BEACH
SHEET NUMBER:
C2.1
� OF

SCALE: N.T.S.
OUTLET WEIR W/ RIPRAP
- SEE DETAIL
END SILT
FENCE
TEMPORARY SILT FENCE
LIMIT OF DISTURBANCE N /�
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SOWS CUT
INTRACOASTAL WA TERWA Y
1 000' RIGHT -OF- WAY
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CORPS OF
BEGIN SILT
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N.• 113256.0686 \ INV. 2.55 INV. 2.79 INV. 3.0 TOP 5.84
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SECTION A -- A
SCALE: VERT:1 "=40' HORIZ: 1 "=4'
75' AEC LINE 7 6, 5 :'\ SILT FENC ' 6 Ff RIDGE LINE $.R, w
l 516 )Wl5 ��-
£ �./ 3 \ FENCE , W W �\ ` \,� C6 L'I / ,, - �
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5 5 r s FENCE W I `EXIS\T. t)UL HE,A� / L2-11
�BEGiN`� -LING/ 5EuIM€NT 6URT-AIW =7- - - - - - -- - P N
-ASPHALT PAVING 5 ' ' DI 5o U H
LIMIT OF DISTURBANCE \ _
f PARKING LOT �' �aq TOP 5.36 r �f °l`I I ;, /� r-�f �, i �� ,5 �-� �, �, to Z
N r i I 1 �_...I I ' .`�� r- DREDGE AREA TO ��- W
s INV. 2,16 \ ` `7 ( /r1 1 f 1 ( U I �
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DI 9 DI 8 DI 7 ?.�-
Posr AND CABLE DI 6 v. `V 1. , -GO t:STAL ._WETLAND LINE (� o_ a••+
FENCE (TYP-) TOP 5.84 TOP 5.72 TOP 5.60 JB 2 24 FES
TOP 5.48 ��� � AS FLAGGED BY DCM 5/29/68 (!9
INV. 2.56 INV. 2.44 INV. 2.32 INV. 2.20 NV. 2.08 ` INV. 2.0 ���, �� 1
J s= O .�
TEMPORARY SILT FENCE \ USACE MONUMENT `�� N.• 113414.2243 A O END FLOATING a)
E. 2335419.8495 ` BEGIN SILT Q� 0 SEDIMENT CURTAIN E >
�
N/F DANIEL CAPPA FENCE � \ Q DEED 800K 1881, PAGE 658 I =O" 0 z
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LEGEND W 0
x FENCE LINE W z zz
_ - -PROPERTY LINE Q ® _
NON -SURVEYED LINE Qi Lu U
GRAPHIC SCALE EASEMENT LINE �= m w w
40 0 20 4o NOTE: ALL PROPOSED GRADES ARE EP UNLESS OTHERWISE NOTED. - - - -MEAN HIGH WATER LINE (1.26' NAVD88) Q p m
( �N FEET) - MEAN LOW WATER LINE (-2.48' NAVD88) U e� z Z z Q
o5<zI
1 inch = 40 ft. HIGH WATER LINE, AS FLAGGED BY DCM 5/29/08 � � Q (� _
GENERAL NOTES. - - - COASTAL WETLAND LINE, AS FLAGGED BY DCM 5/29/08 O () ® ® Q
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED
PROPOSED SILT FENCE t1 Z co -I 0 z U
BY ROBERT H. GOSLEE & ASSOCIATES, PA PROPOSED FLOATING SEDIMENT CURTAIN
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
®LODE LIMIT OF DISTURBANCE SEAL
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. EXIST. CONTOUR
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 5 PROPOSED CONTOUR
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) EXIST. SPOT EL. PER, IT DRAWINGS
DATUM CONVERSIONS
MEAN HIGH WATER
1.26 ft
NAVD 1988
0.94 ft
NGVD 1929
1.54 ft
MEAN LOW WATER
5. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW)
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION.
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
TO NORMAL LOW WATER (NLW) DEPTHS.
X4.3 PROPOSED SPOT EL.
S RISER & BARREL NOT FOR
D 13 ❑ DROP INLET (GRATE TOP) CONSTRUCTION
JB 1 ❑
JUNCTION BOX (SOLID TOP)
TEMPORARY INLET PROTECTION
FE
FINISHED ELEVATION
H.P.
HIGH POINT
INV.
INVERT
EP
EDGE OF PAVEMENT
RCP
REINFORCED CONCRETE PIPE
FES
FLARED END SECTION
PAVEMENT
LANDSCAPE AREA
EXISTING LANDSCAPE AREA
If
WETLANDS AREA
PROPOSED FENCE
DESIGNED BY: RAW/MTA
DRAWN BY_ H WL
QUALITY CONTROL: M TA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01- 21- 09
GRADING, EROSION
CONTROL, & STORiWATER
CAROLINA BEACH
SHEET NUMBER:
C2.2
OF /

PROPOSED 6' WIDE ++ ++ + ++ + ++ + +* rt+ + ++ t + y W \�
3 . w y T 'EXIS .STONE` REVETUENT
y
FIXf3P DOCK - + + * + + + + + + + + �_ �, y q, W � w � ;
+ + * + + + + o REPAIR/REFURBISH EXIST. BULKHEAD y L W W y
SEE SHT. C2.5 - E T
F \` C2 7 f`
' A , .. PR(jpOSED t + + + ++ 1 + + + + * * * ++ + + + + + + \ R� � . cb
B� % SH _.. i r _-f
ONE COWL. APRON + ++ + + * + 4 + +� + + + ++ + + * + * + * + *+++ tj" \ W �116.�F' � � 1.I � REA TO.y
+ + ,
\ -SEE SHT. C5,5 + * + + + + + + * PROPOSED Bt�LKHEAD --- _
z
* + + + ++ + + + +,I- ++ + + + W ,
.r� DREDG A
+ * +t + + * + + + ++ ++ ++ + C�2: 04+ + � y � W v W WILES -SEE i , ^`\ 4....-` 10 1. f ". (- MLW
C -501 + + + + + + + + � Siff. C2.6 .y N 8.5 NAVD88
` Silu(.t + ++ + + + + * + + + + III+ + + s= ; , cy r: c SEE­SHT.
«SE1T. C2.8}..
r
\ I
I: r ! ? - �,,/
r a
�- C2. �:- w C2.402 L�
fr
6. ' G UND OUT n- , `
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11
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P avlD D ,B 0 R I f ty , a f
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1.A5T ONITE' . m
iiiii7_�g �L APRON:, ' P P SE AST: ON iTE ° M9 /' � ; / ., ��
_
B'f owN QI�C tSH SLA o
V. +1.02 MLY -OWNE ( .: )- - T:�(�.0 5
­-
ELEV. } - �� SEES , ,� "' `- ,
5,
1� , il . , -] s - "
f
( 1.48 NA ;v.
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ELE � -=--�
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( } r 6: tl"�I G UND aUT; ,/ 11­�/. - -
♦� -
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ti �.-: „' "
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C. ABUNZ rs FL A
CON,/`.' `'
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SEE SHT: C5.5 t., ° ` 1.
} '. tl
INI �': ICK
r ,.
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_ 2 DE > 5 i
L \ - "
-
,: It
.r,: �,�,33 F'
I SLOP r �
CAST IN LAC
E CAST=0N . 51T1=,
n �, -h-s` - '`f'
s r
__
M
CONG. RAMP _.:..
Yr. y
aZ
f . ----
C6NCf^ PUSH' SLA13.., �: � �� ` ; ` ,
, _ s :¢
MEAN LOW
SEE SHT. G5.5 _ t m - - - _
- .
. s -
,
EXIST
\ ; `- `J
r= r _ ,A' ; __ _- ..WATER
=. _ -
SE 6-' PROPOSE , - I IIIII'-
\ ... _,
:,
„:
3 0 ' ;�
{its y}I/ K
[� - t0 r' flt�E• X!7rJ i 1 i 1 F �4'
WIDE FIXED DOCK
,il�a r
\ I _ -
E SHT, G2.5
C�4ST< SITE'`.''
SE G 2,�{ r
_ _ r , u: . = ---I ^ GaNC. PUSFI. SL�4B= _ T -. �'! ^,'
PROPOED BULRHE ' : ATiI~I eD0 S
I' S D FL , , .� `�
°'rx ..
SHEETPILE WALL _ __,. - __.
j
- _„ ::� ; " . - ....: _ m� = �' `` _�__ I EXIST. _._:.
t _ - - ti
SEE /SHT. C2.5 I , - _ = - - - MEAN Ht H
.5-01 , - _ - - - -
-r r
co
t-
<-
WATER
IS1M. _
11 _�.
ram_= �_ ; / � �
�=
�� C2�404 1 ,,� '"�
SCALE �" /
75' - ` 67 LF/ ,;u� .= ,cur �
- a: i R.OX
CLEAR a ROPOS BULKHEAD & ,Fib DOG W.
30 CAMA BUFFERS / + / 1; t i l "/ -
y � �-HiGH IWATERtiLINE. i4S J` OASTAL WETLAtt��11D� AS
/\-75' AEC LINE + - FLAW-6: flCM. 5/48: _- FLAGGED BY DCru��S/29/08
C2.401 BOAT LAUNCH PLAN GRAPHIC SCALE: 1 "=20'-O" NOTE: SEE SITE PLAN,
SHT. C2.1 FOR LEGEND
SCALE: 1" = 20'-0" 20 0 20
116.4't PROPOSED BULKHEAD
TOP EL. +8 MLW (+5.5 NAVD88)
68.2 LF 50.2 LF
PROPOSED CAST -IN -PLACE CONC, BOAT RAMP PROPOSED CAST -ON -SITE CONC. PUSH SLAB BOAT RAMP
15 LF APRON r ! 53,2 LF L 44't
12't
BOAT RAMP NOTES
GENERAL
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED
BY ROBERT H. GOSLEE & ASSOCIATES, PA
2: HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN DUNE 2007 AND REPRESENT CONDiT'IONS AT .THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLiNA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
MEAN HIGH WATER
1.26 ft
0.94 ft NAVD 1988
2.48' ft NGVD 1929
1.54 ft
MEAN LOW WATER
5. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK
6. U.N.O. ALL ELEVATIONS SHOWN ARE NAVD88.
7. CAST -IN -PLACE CONCRETE RAMP/APRON WILL BE USED ABOVE MHW AND
CONCRETE PUSH SLAB CONSTRUCTION WILL BE USED BELOW MHW.
8. SEE SHEET COA FOR ADDITIONAL NOTES.
9 BOAT RAMP (INCLUDING CONC. APRON, CAST -IN -PLACE
PLACE AND
CAST -ON -SITE CONC. SLABS), FLOATING DOCKS (INCLUDING
ABUTMENTS}, AND SCOUR APRONS BY OWNER.
10. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW)
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION.
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
TO NORMAL LOW WATER (NLW) DEPTHS.
I (VEE TROWELED FINISH)
I
REPLACE EXIST. BULKHEAD
EXIST. BULKHEAD
91
I
TO REMAIN
PROPOSED 7.5" DEEP REINF.
CAST -IN -PLACE CONC.
.-,
00
I
00
"
00
7\
3>
�4
2
00
>
�� Q
:2
of °-_ a
o
VERTICAL CURVE SECTION
N
�
Z
oo
„�
¢� z GROU
�o
D OUT FLOATING
DOCK (BY OWNER)
PROPOSED ASPHALT
o+
►- �ci
= i OO RADIUS
+I o -
PROPOSED 7.5" THICK
u�
+I ,� c©
BULKHEAD BEYOND
DRIVE
a + +
ARC LENGTH ALONG
o � 1
+
REINF. CAST -ON -SITE
0 1 1
1
EXIST. GRADE
TOP OF
RAMP
d
_I
<w i
CURVE SURFACE = 15.9'
¢
E-I
CONC. PUSH SLAB
a
E-
ULJ
o� w
T/ BULKHEAD EL. +7.8 MLW (+5.3
NAVD88')
EL. +5.0'
v~i
T/ BULKHEAD EL. +8.0 MLW (+5.5 NAVD88) V)
_iw
'-JA
~ W A
10
_ _._
_ �_
. _.. _ _. _ . _ . _-
APRON
i _ _ __ ____.
_ . _
CONC. ABUTMENT _ _ _.
_ .. __ -_- __._ . ___ _ _ _ _ _ _ ._.
-
- - -._ _ _ -
� _
!
_ _ _ _
_ . _ _ _
1a
-
. _ i
OP 2?
_ __ SL___.E...___._
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- - -
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_ _ _.
!
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.
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_I
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.
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5
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- -
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.. . . . -
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­
-
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-- - - -- ___
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_
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t
APP W 1.26 88 0
ROX. MH NAVD
_ _ __.- _ -_ _-._ =� - -_ _
o
-.. .
-
_-7"__l
_
0 -
-
- ..._
-
___
;
_ _ _
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_ _ _ __ _
.. ..... -- __
. _ _ ___ _
_ - __._
-
I
_ __ _.
__ . ._ _ ____ _
- -.- -
§ .,
- - - -
__ _
_ _
- -- -
E S . CO C BOAT_; RAMP 4_:.__
- ._ . . .. _ _. _ ._ ...-- --- -. _ __ ._....
_ .. _._ . ___.. _ ._ .. - -
- -
_- _ __ _ -_ _ _. _
_ _. _... _ _. _
APPROX. MLW (-2.48 NAVD88) cr
__... _
I
­-.__­
,
_
-"/
,_,_
"�
- ... _ -._
- -.'_­_­_
-
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---__ _ ___
_ .__ _ ____ .. _ -
__ ...:_ . _ __
_ __.__
___ _ _ __ _ _ __ _ _ . _ __ ___ - _. .__ _ __..
90 t x 6.5 WIDE PROPOSED FLOATING DOCK BY OWNER BEYD -
_ _ _ _(__
__. _. _
_,__ _ _ _
_ _
_.__ ___
_ - --._
J ._ _ __
� i fl
_ .
:­�,-�
__ -_.._. .___ -_ __
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,
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_ ___ _
_ _._ _ __. .I
_ _ -_ _
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.. -____
__, _ ___ __ _ _ _ -_ __
_
_ _ -_-
_
_ _. __ _-._..
___ AP ROX EXISL_ _ _ _ _.
P -
_ __ __.
-15
0+50
­-­
-­­_-­
­­—__'
E-
— _- - - - -
ta'nl'A'c „Ao_/
-15
-0+15
0+00
0+50
1+00
1+50
DREDGE AREA 2+00
C2.402 SECTION / PROFILE -
BOAT
LAUNCH
SCALE: 1" = 10'-Ota
68.2' LF
50.2' LF
PROPOSED CAST -IN -PLACE CONC. BOAT RAMP
PROPOSED CAST -ON -SITE CONC. PUSH SLAB BOAT RAMP
15' LF APRON
53.2' LF
00
(VEE TROWELED FINISH)
PROPOSED 7.5" DEEP REINF.
CAST -IN -PLACE
CONC.
9.1 ,
C9
It
3
M-1 Z
PROPOSED ASPHALT DRIVE
0o o �n
b,
`O00
VERTICAL CURVE SECTION
00
+I� rw
+
o+'-r�
IZ +
+�
= 100' RADIUS
I ARC LENGTH ALONG
"
® •- I oo PROPOSED 7.5 THICK
+
U
� O� 1
1
EXIST. GRADE
TOP OF
¢ 3
r-- Q .I J
-> >
w Q
I CURVE SURFACE = 15.9 '
¢ > REINF. CAST -ON -SITE
QI 11, GROUND OUT FLOATING DOCK BY OWNER
r- � ( )
RAMP
EL. +5.0
cn � w �
`.I
1 w z CONC. PUSH SLAB
QW Li
EXIST. BULKHEAD TO BE REMOVED
10
_. _ _ . __ __--.
_._..._ APRON I
i
i
G. ABUTMENT
i
I.
-._ _. _. 10
_ _ ._. w_..
_. _...
i 2�
SL
_ .. _
_ __ _ -- -
E .__.
_._ _ -SLOP _ .4.0
_ _.
_ . __ . -
.. _. - _ _ _ _ -. __. __ ._.._. _. __
- - -
__ _ _._- _-. _ _ _ _-_ -_ - ___. - - -. _._. _ _. _.._._. _ ._. - - _ _ _ __. _. . ___-._ __.
-_ _
L
- _
_.-_ . - - - _ _ _
.... .
... .:.
_ _ I _ __ . __ . _. _. - -- - -
--- _ .. -- - - _ _. _ _. _ _ _ _ _ -
5
_
........._.
- -
----
-- - -
_­111­1
- I - - -- - --
--
I..
5
__ ____
__
i _
__ _
-
. _.__
-- _ _ _ _-_.._ .__ __ _
�_ _ - -- - - -
_ _ _ _ _
-- __ _..__._ _. ---- _.... __ __._.... _ _.. _ __. __
_ . -_ - - - - __. -_- - �-
_.. __... - ..
APPROX. MHW 1.26 NAVD88
_.
_..__._._ _.-_. _.
-- - ---
0
0
I.
_-. _ _,_ . ___ _ _ ._ _ _. __..._ - _ _ _ .
_...
I:::.
___
-_
- _
_
_ _
- -__ __ _ _ ___ ._ . . ..._.._. ..__. _ _ _ -- . .
.._. . -_ _ - _ . -_ -_ _ ..- - -- _ -......,_ .... _ ..: _ .__ _._ _ _ :..
�7
- - - - - - - - - - -
_ - -_ . ,
-- . ._ _ _. APPR X. M W -2 48 NAVD88
0 L Q
..._.:..--_....I.._...._..__-._._ ........
1
......_..I..".._...--.. _.._.
f
..._ . _.....
i
_.
_
..-.. -_... - -.:. -.. - ..._ _.,_.. ..1_....
- - I-
-... ._, -. _ - - - -. __.. t_._._.. _:_ .. .. _..,- -' -_._..I _ . - .. . _._ _ -
_ __
-- - - - -
_ 5
_.
_.
-
-
i I
_ _
1 - -
-_ I
- 5
_
-10
__. -__ _____ ___ ___ ...-- - __ ___
- -
__. ____,_ __ _ -_.__ _ _ _ - - ._ __ ._ ._ _. _,...._
___. _
I
1
_.. _ . __-__ -__ .
__.
_- __ _ _ __-- -. _. -
_ _____ . _ _ ._ -_ __._ _ _._ - ...
i
_�.� - - _ -
__ _.
_ _ _._ __LL ._. _
--- EXIST. -- -
_-_-
---. _
-10
--_. _ . _ _ -
,
_ _ .. _ . _ _ __.. _ -- _ ._ _...,...
,. .... - ...
_...� _
- _ ..... --
- -
__ -
_ _ _ __ ___ ._... _ _. _ .. _ _ _ _ _ _.
__ _
,_- __:.:_:: _ I
9Q t x 6.5 WIDE PROPOSED FLOATING DOCK BY OWNER BEYOND
_ . _- -' ___..- _ ...
- L .
NE VARIES. S
__ _. MUDLI _ _ARE - __ _ __.
_ I _ _ - _ _ I . .___ I
_-_ -'-- - -
__ - __ _.._ _
. ___.1111
_ _ __ _ _
__ ___ . __ . - 1 ._ :. _. _ _ _ _ ._ _:._
_ _. __... -
__
_ __ _
_ _ _ _ _ _.. _
_DREDGE CUT LINE I.., ­1
-15
- - - -
-
- VD88)- - -
--�+
i -15
-0+50
,
-0+15
0+00
0+50 1 +00
1+50 DREDGE AREA 00
C2 403 SECTION PROFILE BOAT
I AU NCH
if,
w
N
uj(nVA a
2 w z Re_e> 4
4 Z a V
wjj
�aase04 r_
= M'-�o2
doze,®sue®
� .J 0 `�
C.)00 w
cM
c
O
I- • co 0
z' v �"
0 E '> Ln
__1 E Q) h
Q U I,t.l 0 m
vl-
co c: z CN M
N • 7 Li.l
w � Q i U �
0- :3 C w �
0
® U do
co � to
> r)" LLJ W N W
Ld
w I
U
-
�z-r-
a-
C (n = 0) '.
w ® w �(.,:)�
�n w
M
z
0
'� ®NQ _i
'
U
0 z® <C, xn
I
Z
r-
i
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J
ids 0
Q) Q:�
L _ i1 U
=
>- '
�
(i) F-
(1) 0, :1 z z
O
m 2
U
Q) Ld U
ww
m
yy
i
z
_
_z
O
-3 CZ Q
0
1
0�
0� 0 < Li Q
0- -ii� zU
_
SEAL
v=
PIERt T DR 7 i __
-GS
-
L_
EL. +5.6 - EL. +8.0 MLW
SCALE: 1" = 10'-O" EXIST. GRADE
(+5.5 FN AVD88) 4
1 ,% " EL. +7.5 MLW /�, ;��`�
6 15 CLEARANCE 6 5 WIDE 30 CLEARANCE 6 5 WIDE 30 CLEARANCE 6 WIDE CLR. �,�;,��
EXIST. BULKHEAD
PILE
EXIST. BULKHEAD
,, T FDR
_IN:;
., 1 ,cl I ON
. / - - I I, .
A
� _b-,l-al
EL. VARIES FLOATING DOCK FLOATING DOCK FLOATING DOCK (+5.0 NAVD88) ��., a WALER
EXIST. (BY OWNER) Mi a EXIST. BULKHEAD
(BY OWNER) (BY OWNER) BOLT
COASTAL
WETLAND - APPROX,MH� DESIGNED BY: RAW
EL. VARIES 32 CAST -ON -SITE CONC. PUSH SLAB (THIS LOCATION) EL. VARIES 32 CAST -ON -SITE CONC. PUSH SLAB (THIS LOCATION: TIE ROD a -
�iV{� �!/� ( r- - O ©RAWN BY: H WL
(CAST -IN -PLACE CONC. FURTHER UP RAMP) (CAST -IN -PLACE CONC. FURTHER UP RAMP) - ` EXIST./REFURBISHED
- o NORTHSIDE BULKHEAD uO
WATER' LINERT
---- _ - - - -- -SEE SHT. C .7 scALETM CONTROL: NOTED
RAMP - l - - - - -- o -� 2 0 0
I®
, /_ , SEE SHT. 2.4 1' 1' 1' 1' JL ` o POROUS STONE I O�O� FILE NUMBER: 5818
T - - - - -
a-
- GATE: -
01 21 - 09
-
- O
= FILTER FABRIC O
• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0 0 r -1 „'1 0 �'j 0 0 0 �� _0 0- -0 6'0 0 :0 0 0' �G _
O BOAT LAUNCH
C D.O.T. �- c f -NC D. . 0
0 TII
GLASS i RIPRA u�1f IF �,�_ IP' - __J - _ _ t „ - CLASS 1 �� VINYL SHEET PILE O ��(J�` PLAN -AND DETAILS
" 16 CONC. SLAB 32 CONC. SLAB 33 CONC. SLAB #67 STONE - 6 DEEP f OO 0 CAROLINA BEACH
El] EXTEND TO �] - " RIPRAP BOT. TIP EL. VARIES L
BULKHEAD (BY OWNER) (BY OWNER) (�� (BY OWNER) CLASS A RIP RAP 12 DEEP EXIST. STONE SHEET NUMBER:
C2.404 C R O S .41,%) SECTION BOAT LAUNCH EXIST. FILTER FABRIC REVETMENT a
& STONE (ASSUMED
" - FIELD VERIFY) C
SCALE: 1%4 = 1 -O of

,
a
3
n
p
€ f
f
F _
,
r t
4t PR 4ED 6 -�
n
4.
_ =r
a 1
DOCK f r t
_--
- 0..,
- ,
.Y -
_�
PRO' OSEa BULKHEr1 2
SHEETPILE WALL_
f-'
,it>L
SWALE -- - - / C2.502
75-11" AIL -\AIL
PROPOSED BULKHEAD & PROPOSED FIXED PIER
C2.501 SOUTH FIXED DOCK AND BULKHEAD PLAN
SCALE: 1 /8" = 1'-0"
2x14
T/ BULKHEAD (2) 2x6
EL. +8.1 MLW
(+5.6 NAVD88) P.T. PILE
P.T. 8x8
TIMBER
WALER P.T. STRINGERS
48 I P.T. JOISTS
P.T. DECK EL. +6.1 MLW
+3.6 NAVD88)
EXIST.
COASTAL _
WETLAND
6 -0 /- P.T. CROSS BRACING
i
s
NEW VINYL SHEET
PILE BULKHEAD
J
C2.502 SECTION
SCALE: 1/2" = 1'—O"
i I BOAT RAMP
— SEE C2.4 & C5.5
�-,�IIFE�I�iF,::iQl
L -J
GENERAL NOTES:
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED
BY ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
MEAN HIGH WATER
1.26 ft
NAVD 1988
0.94 ft
4-8° ft NGVD 1929
1.=� ft
MEAN LOW WATER
5. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW)
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION.
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
TO NORMAL LOW WATER (NLW) DEPTHS.
NOTE: SEE SHEET COA FOR ADDITIONAL NOTES.
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DESIGNED BY: RAW
DRAWN BY: H WL
QUALITY CONTROL: JRT
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01— 21— 09
FIXED DOCK
DETAILS
CAROLINA BEACH
SHEET NUMBER:
C;"'2-5
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TIMBER CAP -
- SEE C2.602
T/ BULKHEAD
EL. +8.0 MLW INBOARD WALER
(+5.5 NAVD88) - SEE C2.603
TIMBER WALER
- SEE C2.603
i�
Q ATTACH PILES TO
INBOARD WALER W/
m RECESSED BOLTS
wAPPROX. MHW r j _ _ _
(1.26' NAVD88) FLOATING DOCK 4"
(BY OWNER) CLR.
n
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7 APPROX. MLW
— - - - - - -
{-2.48' NAVD88}
CUT 2"0 WEEP HOLES IN SHEET PILE WEB
@ 1' ABOVE MLW @ 4'-0" O.C. WITH
HOLE SAW
INDIVIDUALLY ATTACH (2) LAYERS OF
FILTER FABRIC (1 @ 8"x8" & 1 @ 12"x12")
BOAT RAMP TO INBOARD SHEET PILE CENTERED & @
EL. VARIES - WEEP HOLE CENTERED & @ WEEP HOLE i
SEE C2.4 & C5.5 CENTERED & @ WEEP HOLE W/MARINE GLUE /
/I
DREDGE DEPTH -6.0 MLW
(-8.5' NAVD88) --------� I
I
APPROX. DREDGE LINE ` J,
I
P.T. 8x8 TIMBER
MINIMIZE EXPOSED
LENGTH OF ANCHC
ROD TO 3/4" PAS
NUT. COLD - GA
EXPOSED RODS,
NUTS, & f s WH I CI
HAVE BEEN
DAMAGED/MARRED
AFTER INSTALLATI(
Rit) X6"X6"I-
GALV. W/ H.D.G)
TAPERED WASHER
COMPACTED BACKFILL EXIST. BULKHEAD PILE
APPROX. EXIST. GRADE --
EL. +7.5 MLW (+5.0 NAVD88) T/ EXIST. BULKHEAD
_ --- EL. +8.0f MLW
(+5.5t NAVD88)
TIE -BACK ANCHOR ROD 1"s� X>��/ EXIST.
I o oDo o f=f I I I-1 I i=1 I' r �a
'' 24'-0" LONG (MIN.) - 0� BULKHEAD F- P.T. (2) 2X12 TIMBER CAP
I�o�ogjo joo 1=1 I I III —I PROVIDE 1 "0 H.D. GALV. STEEL RODS � WALER w (BARK SIDE UP) TIMBERS
L7471 O�cO III II—II1- W 2 8 X 3 GALV. WOOD
o`�oQo`�o I=III III- W/ NUT &WASHER @ 4'-0" O.C. O ¢ / { } #
2X6 TIMBER INSTALLED SCREWS @ 12,y O.C. TO
II1=11' ON SHEET WEB W 4X6's @ 24" O.C. TO 2X6
�0 = -L`I OO APPROX. MHW / BLOCKING -
�0�� III I i E= _ - __ CONNECT ROD TO O _ (2) 1 /2 BOLTS @ 0 NG BENEATH
ERR 000 '�
IOGOO�� C IIIII III�I ~~ �~�71 ADJACENT BULKHEAD �� O EVERY 2nd WEB KERF BOTTOMS OF CAP
\ — t" WHERE BULKHEADS
O
ARE SEPARATED BY --__-_
_>oO�OcDoaOc o ,III III- LESS THAN 24' °
I �� APPROX. FIN. GRADE
O - TT --- -
>oO�oO�oOO� III II MECHANICAL o Yn
OO I I I=1 11=1 11=1 I l =1 11=1 11=1I
EARTH ANCHOR O O III=1 I I=1 I -1 I I-111=1 11=
I I I I WHERE ROD NOT
OoC��OcO�-- - T ) -- --
!I IF FILTER FABRIC PLACE ON BACK, CONNECTED 0—
BOT & TOP FACES OF STONE FILL 8c ADJACENT BULKHEAD o � o0 D° o°Do �0 o
PROVIDE 3' MIN. OF FABRIC TO I O° Oc- 0 o 00000
3'-0" OO ( O 2X6 CONTIN. ON o�o 0o aDo 0
PROTRUDE ABOVE GRADE FOR TEMP. �, D0 Oo 00
INBOARD & OUTBOARD o �� o
I EROSION CONTROL UNTIL BACKFILLED; � �.� 0 0 00
00 I �
THEN FOLD OVER & FILL W/ TOPSOIL O FACE OF SHEET PILE. S POROUS STONE FILL
co 0\__ SECURE EA. TO SHEET 0
PILEi �� y-�-- FRP SHEET PILE
FRP, COMPOSITE SHEET PILE BULKHEAD EXIST. REFURBISHED H.D.W/ {. 1 LT o o
I '- N RT / I . GALV. BOLTS @
WALL W/ 13 0 MIN. EMBEDMENT 0 HS DE BULKHEAD
- SEE G2.7 EXIST. STONE REVETMENT 2'-0" O.C.
^m" ' 'MOLES IN SHEETING
dk + 1")
R BOLTS BEYOND
R ROD
C2.601
BOARD WALER
FF\r DFIEET PILE
C2.603 DETAIL — WALER
SCALE: 11n.=,.-o.
C2.601 SECTION
SCALE: +a._,.-o.
SPLICE
ANCHOR ROD
1's031
w
0
w
9„
lf_�11%
SPLICE
" �/ 0 x / X 9T. & B.
W/ (4) 5/8"o BOLTS &
WASHERS UNDER HEAD &
NUTS - ALL H.D. GALV.
C2.604 PLAN VIEW —
WALER SPLICE CONNECTION PLATE
0) $ I$
T^" CAP
-iL WALER
�HOR ROD
ATI ON S
SHEET PILE
C2.606 ELEVATION —PARTIAL BULKHEAD VIEN/
SCALE: 3/8"=1'-0"
_n
(1) 1/2 Pt 0 BOLT, NUTS & WASHERS
@ 2'-0" O.C. H.D. GALV.
CAP - 2X8 INBOARD WALER
SEE C2.602 O
C2.602 DETAIL — CAP
SCALE: ,yz._,._o..
3/4"0 BOLT BETWEEN
ANCHOR RODS
CAP -
SEE C2.602
I I I I _
_• I"i'
WALER - SEE C2.603 \`PROVIDE CONSTRUCTION
LAG BOLTS AS REQ'D
CONNECT WALER TO VINYL SHEET SEE C2.604--�
PILE W/ (2) 5/8"s� BOLTS & 1,_0„ POROUS STONE FILL
WASHERS @ 3 -0 O.C. MAX. , VINYL SHEET PILE
SPLICE TIE ROD - LOCATE IN
NOTE: WALER SPLICE SHALL NOT BE LOCATED OUTBOARD FLUTE OF
MORE THAN 1'-O" FROM NEAREST ADJACENT ROD. NEAR T SHEET PILE
C�oa
P.CD
C2.605 PLAN — PARTIAL VIEW
SCALE: `5/4" - l ' _ 0"
+BEN ERAL NOTES
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED
BY ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
MEAN HIGH WATER
T1.26 ft
NAVD 1988
0.94 ft
4
I
2.48' ft
NGVD 1929
1.54 ft
MEAN LOW WATER
5. FOR THIS SITE, THE ELEVATIONS OF THE NORMAL HIGH WATERLINE (NHW)
FLAGGED LOCATIONS WERE AVERAGED, AND THE RESULTANT ELEVATION
DETERMINED TO BE EQUAL TO THE MEAN HIGH WATER (MHW) ELEVATION.
THEREFORE, FOR THIS SITE, THE NHW ELEVATION EQUALS THE MHW
ELEVATION (+1.26 FT. NAVD88). BASED ON ESTABLISHED TIDAL RANGE
AT THIS LOCATION, MEAN LOW WATER (MLW) DEPTHS ARE ALSO EQUAL
TO NORMAL LOW WATER (NLW) DEPTHS.
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C:0, f4-TRQ0 "ON
DESIGNED BY: RAW
DRAWN! BY: HWL/SKS
QUALITY CONTROL: JRT
SCALE: NOTED
FILE NUMBER- 581$
DATE: 01— 21— 09
BULKHEAD
DETAILS
CAROLINA BEACH
SHEET NUMBER:
. ..
a OF