195-08 OVERSIZE PLANS 9-16-08

....... ...... I ............ t� ay
0 . .........
X (r BEAM RA-1L-,
--u
cl. 0 0
11101 6! t41111 IV P1
44' MAXIMUM
..... .. . .
4'4'
BATH CREEK
r)olvrwAy
CROSS SECTION A —A'
DECK
X-5.6'
x- 5.9,
VARIES
3
SWALED DITCH
(NOT TO SCA[F)
NOTE: VINYL GROIN NOT PROPOSED
x
7 <
5' PRECAST 4 x
5' CONCRETE CONCRETE PANELS
ASPHALT STEM REINFORCED
STEEL REINFORCED 23)
&
T-
WBATH CREEK NORMAL c
ER X. Q LLJ
Z
/4)
3' WATER MARK
J-31Ar
p7v N
t it,X- 0 X-5.6'
A t-4 131,
Lo X-5.8,
I}.
n-
It,
X6,6
X 7 5.7
ALL vwD
X 8' DEM -,WJNE GRADE PILINGS-
X
O
'F-MrLJP�ARY PLICK
.30
NOTE, PLACE RIP RAP RIDER x DAM A -3 7 r-CK
\�- WETLANDS x I 'y
6.5 -4 SUSPENDED BOAT RAW 4.5 -lx9 BWNDARY
- -)i-z.
x
3 7-
X 3.7 (D
LONGITUDINAL CROSS SECTION A —A'
NGE
S. %K I/ o
BOAT RAMP (SUSPENDED) J� // I
Y
x x
TYPICAL 3.o (D 0 rt
(NOT TO SCALE)
41 .5-2 X
/Iv x B
1-2 osti)
GOLF CART �3011 r - "k-"
PARKING -4.,9X • -,J1
X3.2 j . . j
CURVE TABLE ps
x
CURVE RADIUS CHORD CH. BEARING )�4 4.7
Ld 4.0 X cr, w X-4 1
-3 a 9 q X-4.6, cl 470.00' 90.00, N 56*16'14'E 9cn 2
c x
C2 260,00' 115.95' N 48*52'49'E 2.8 X -2.8 x" 38
x
EJ X-43 X- 5.4' PIER 'AN I D BOAT SLIP_ DETAIL
Of X-3.7 -3.2,j&�-1-0
z x X,4,5 RA TH CREEK
(NOf —TOS��A-CE)
�3
C 0 0 61 0 120 180 -3x -3.9
x
X -4,5
RIP RAP c, x 6.2*
GR"111C SCALE FEET'
�j X 3.5
will_, TH C V BA REEK
NORMAL WATER
1�,GED FABRIC I
Ift ILI- 14 111— 1 )J0, [I.- MARK
�1'11 I K I�jp s 34*28'18'E
�Ii A lit 1 4, 35.40'
GR13LURIID NATURAL GRI3U?, 3.8X
(i,
L
I �.l Iv TO
It , , I � 1 112' SPACING
A 1\y1
75O�j PAMLICO
S 51*53,18,E
4 3.15' RIVER IX6 WOOD DECKING
41-LAN
Fzwv-,; ZED
12' MINIMUM SIZE, 36' MAXIMUM SIZE RIP RAP 1\4V-
BMTS
2X6 WOOD.
t)ECK
CROSS SECTION, TYPICAL MINIMUM V NORMAL WATER LEVEL,
SHORE LINE STABILIZATION Q) Is, 4.2 X 8'X8' MINIMUM
RIP RAP PLACEMENT MARINE 'GRADE
os X-8.5 PILING
NOTElt ALL WOOD, MARINE GRADE (NOT TO SCALE) 04
X-9.5,
61
AA-
61
B
PILING DETAIL PIER
-TYPICAL
-2 2' (NOT TO SCALE)
ALTERNATIVE
LEGEND:
0 NEW IRON PIPE, OHTROL
PIER AND BOAT SLIP DETAIL C404, WETLANDS HAVE BEEN DEI 1NE
0 POW, CONIFXX EATED,
ELEVATION DATUM: 1929 ;4 Z
—(iOT —TO SCALE)..________ 09 FINL%iED GRADE , -v AND ARE: NOT. PRESENT IN ANY OF THE,
-TLANI
V� - S CONSTRUCTION AREA'S. 404 WE
TBM I NAIL SET IN 20" RED X SPOT ELEVATION r., - � I ..(.
OAK ON SHORELINE. 4.. 11 ea.�? 4�) )s
r V NOFOAAL WATER LEVE L - ARE PRESENT BEHIND�. THE C A,� A
NAIL 2.0' ABOVE GROUND. LINE
MARINE GRADE PIL193
WATER DEPTH FROM .0 - Z -�MARSH AREA.
IXG WOW MW­ m z.-JHE
ALL ELEVATIONS ARE RELATIVE TO NATIONAL GEODETIC
NOTES:
Fr
ir I
BOLTS NCF&VL WATER LEVEL
nijt il wom -X-8,6'
•REFERENCE:
VERTICAL DATUM {N.GVD -1929) D.B. M4 P. 487 CAMA LJNE S ESL
jL­­ I— V BATH CREEK PLAT CABINET C, SLIDE 117 DITCH
WATER -S L-2522
REVISED 9/16/08 UPDATE
TREE LINE
3' *A" REVISED 9/8/08 RIP RAP
ELEVATION DATA PROVIDED BY BALDWIN AND ASSOCIATES
SURFACE WATER FLDW
PROPERTY OF:
'A%
ODTTQ%f BATH
V'
ASPHALT
BOTTOM
BRIDGEWATER'. NORTH
CONFERENCE DRIVE, 14,
I ��, 5 =�, - §� J*
GREENVILLE NC, 27858
Mp RAP is TO EXTEND 9' 5G 1.7.
f"ROM NOMAL ?AIEX MAft 0%1 p I , "
NEW PIER LONGITUDIN 756-1390 . 1 .1, BATN'TOWNSHIP AL Ir tw uwtwm 13,38 (1) 4 COUNT,
0
RETE
MARINE MAOE COW'
CROSS SECTION B—B PILINGS NORTH, CAROLINIA''
SCALE: 1" 60' SURVEY DATE: JANUARY 29 2uu1 NOT TO SCAI[r)
RIP RAP 1340 Q
-HOOD RICHAROSON. P.A.
Awe.
AREA
qejod 1 NC ENGINKERS-GEOLOG,,STS-PLANNrw'RS
00 WEST 2ND STREFT
WASHINGTON, N.C. 27689
POONE: (252) 97 -3 2
5 472
'AM,