HomeMy WebLinkAbout109-06 Oversized PlansCLOtSTERS
AT K--"RSHAW
NCS-' t ':'� TO
INSHtP-H
CNTY ','AP
NO.
NOT TO SCALE
DRAWING INDEX
CS COVERSHEET
C1 A OVERALL SUBDIVISION PLAN
Cl OVERALL DOCK LAYOUT PLAN
C2 DOCK ENLARGED VIEW AND DETAILS
LEGEND
R/W RIGHT OF WAY
SF SQUARE FEET
AC ACRE
EOP EDGE OF PAVEMENT
CHECK DAM
FOR PERMITTING ONLY - NOT FOR CONSTRUCTION
NOT FOR RECORDATION, CONVEYANCE, OR SALES
fd
O
0
Q0
Q0
w °°N
� I,) z
cu `— x
i�x-Q
L Nz`L
°moo
W
>C)m0
LiJ N
w I
C z�
QD
N
_>Ln
A
W
O
;
�
�
O
e
�
�
0
W
E--
O
I
�
W
'v'
CYi
O
O
W�
cs
05058CS.DWG
1
5.2
1
1
1 5.1 5.(
I 5.0
I
5.3
i
4.9
I
5.7
NA
3.75 S
KERSHAW CREEK
NORMAL WATER LINE
5.5
I
5.6
OPPOSITE SHORELINE
RIPARIAN LINE
4.9
.A,6
MID -CHANNEL LINE t 5.2
5.0
RIPARIAN LINE
�_- 2. '
SEE ENLARGED VIEW OF — —
COMMUNITY DOCK -SHEET Cl �J
5.3 '..
5 5.0
3.5
5.4 1
5.4
t
A OVERALL SUBDIVISION PLAN
C1 ClPSCALE: 1 "=100'
FOR PERMITTING ONLY
NOT FOR RECORDATION, CONVEYANCE, OR SALES
I
I
I
I
I
I
II
I
GRAPHIC SCALE
0 50 100
1 1 1 21 400
s
n
LA
CC)
QD
,J) L-C)
c 00
CD
^�L-N
c _
LLJ
�1
s
m
X
Q
a� 5
w
00
C z
(_
o _
��
O
o
> (�o
I
L1J
ice]
C X_
'
�—mLn
N
u O
r�
�
w
z
O
A
F--- t
( IN FEET )
1 inch = 100 ft.
O5O58CIA.DWG
171'
PREFABRICATED
SLOTTED CONCRE
DECK PANELS
4ES'
3/4" THROUGH
BOLTS (TYPICAL)
LL,
4X12 GIRDS
Q
z
U
Q
3/4"
BOLT
CD
LL,
_z
ROUND TIMBE
PILE
MEAN HIGH WATE
I— @ ELEVAT r.D WALKWAY
8'
@ BOAT SLIPS SECTION A -A
QC1
DECK SECTION A NOTES: SCALE. 1/2=1-01. ALL PILES SHALL BE 12"0 MIN. @ BUTT END
C2 NOT TO SCALE AND 30' MIN, LENGTH.
2. PREFABRICATED SLOTTED CONCRETE DECK SECTIONS
SHALL BE 4" X 4' X 10'
3. ALL BOLTS SHALL BE 3/4" GALVANIZED.
MINIMUM PILE LENGTH
SHALL BE 30' (TYPICAL)
� I I
NEUSE RIPARIAN BUFFER - ZONE 1
/— 404 COASTAL VEGETATION LINE
(PSBOATDO(K ELEVATIONCALE: NOT TO SCALE MAINTAIN 3' CLEARANCE OVER
COASTAL VEGETATION
PREFABRICATED —�
SLOTTED CONCRETE
DECK PANELS
4X12 SIDE
7'
0
0
RAIL
4X12 BLOCK
BOTH SIDES
3/4" GV BOL
(TYPICAL)
2X8 SKIRT S
FLUSH WITH
"TREX" PLASTI
2X8 GIRDER
SEE PLAN, SHEET "1
FOR CONTINUATION
0
TS
=T
DECK
BOARDS
ROUND TIMBER 1
PILE (2) 3/4" THROUGH BOLT
SEE DETAIL 1 FOR ADDITIONAL REQUIREMENTS
FOR PIER WALKWAY
2 FINGER PIER
Cl C2 NOT TO SCALE
6' (MAX.)
6" (MIN.)
tr_
(3� MARL WALKWAY
EXISTING GROUND
R/W
12"0 TIMBER PILE 16'
(TYPICAL OF 27)
TYPICAL
9
6' —
SHOULDER
ROAD CROSS SECTION WITH DITCH
NOT TO SCALE
1 1 /2" TYPE 1-2 ASPHALT
8" ABC BASE `�fq
(6" ABC BASE ON ANCHOR WAY
COMPACTED SUBGRADE
QC
NEW PAVEMENT SECTION
2 NOT TO SCALE
27'
/ O
6 0' --
RIGHT OF WAY
20' -
PAVEMENT
i
SLOPE: 1 /4" PER F
1 RELEASE FOR PERMITS JCA 7/'.4/05
CAMA TELEPHONE COMMENTS JCA 10/1P/ 55
NO, DESCRIPTION BY DA1 E
Revisions
O
J
Q
U
N
El -
co
� Q
� E— � ®
0���`'C�
O
O
E--i
boy
Q Q
TEE PIER NOT SHOWN
THIS VIEW FOR CLARITY
+3
+2
+1
0-NORMAL WATER LEVEL
-2
-3
-4
5
fYP.)
Jtt Ut I AIL �) —'
1 1 /2" ASPHALT
PAVING :77
8" ABC
(6" ABC ON ANCHOR WAY)
NOTE:
PROVIDE 6" ABC STONE BASE ON
ANCHOR WAY ONLY. PROVIDE 8"
ABC STONE BASE ON ALL OTHER
SUBDIVISION ROADS
R/W
6'
I T C H
r-
O
Ln
O'
CO
Ln
Q)
(D
d()
N
CO
.�
o
U
z
N
Ln
N
qM
X
CD
00
�a
0
z
O
-O
L
w
Ln
Ln
rn
00
O
X
OCID
N
P�9
_
.�
m
0
Ln
a�
0
o
W14
H
0
r�
W
W
0
I�
E,
c 12
Cl I C2) NOT TO SCALE
FOR PERMITTING ONLY - NOT FOR CONSTRUCTION
NOT FOR RECORDA110NI CONVEYANCE, OR SALES
05058C2.DWG