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40
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..10 0 10 20 30
�1^ . 4" Gate Boards
a 3/4^
2" x 4' Wood Brace
2` x 4" Wood Brace, Trp. C
0
a
I
lei
FIELD Bk./PG.
9760–detdwg
SCALE. VARIES
I
II
I
I I
I'mom
JOB No.
97-60
I 'd
I
SHEET
OF
2" x 4" Dec1
4" x 4" Stop, Attached w/6" Flatl
SS Woodscrews 12" O C.
2" x 10" Fascia Board, Attached to Joist
w/3" Flathead SS Woodscrews 6" U.C.
3" x 10" Beam
(2) 1/2" SS Carriage Bolts
w/SS Washers, Typ.
r�
�Stolnless Steel Hinges
Lji 0'S
- Sg tJaS4vt�
4" x 4" Railing Support,
MINIMUM "LE
KNEIRAMN
11 x 6" Railing,
x 4" Railing,
4" Flathead
loodscrews-2
Railing (Typ.
K 6' SS Log Bolt
I" Gate Boards
X 6" SS Carria
S Washers, Typ.
1^ - A" n....l.:.�..
COMPUTER
FILE REF.
FIELD Bk./PG.
9760–detdwg
SCALE. VARIES
VERT,
SCALE: N. A.
JOB No.
97-60
3 3
SHEET
OF
CULPEPPER
TERPENING,INC.
4" x 4" Railing Support, Top Cut
at 30' Angle, 4' O.C.
3" x 10" Beam
10" Piling
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(561) 464-3537
Top Cut at 30' Angle. 4' 0
a x a
4 0 I -O I t+
Joist
Bearn
19
NOTE:
1. All Wood to be No. 1 Pressure Treated Pine
2 All Posts to be Polymer Posts by Zemld Marine Piling
(or approved equal). Contact Bob Lehrman, BTW Industries
(954) 962-2100.
3, All Pilings to have a minimum penetration of eight (8) feet.
4" x 4" Riling Support, Top Cut
ngle, 4' O.C.
- R E V I S 1 0 N S -
BY I DATE III I BY I DATE
DESIGNED
CALCS.
DRAWN
DETAILED
CHECKED
APPROVED .
2' x 4" Railing, Typ.
2 • 4" Desi it q
Joist
" geom
9
WHITE CITY PARK FISHING PLATFORM
DETAILS AND SECTIONS
DATE:
4-10-98
HORIZ.
SCALE. VARIES
VERT,
SCALE: N. A.
JOB No.
97-60
3 3
SHEET
OF
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,,RTH FORK OF THE ST. LUCIE RIVER
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------7' 4� 1155' L T
G
,,-�7177' LT DECKING NOT SHOWN FOR PURPOSES OF SHOWIN
r6�
PILE LOCATIONS AND BEAM AND STRINGER LOCATION
047,98 Vic,
71 FO -LT
+ .743
71.04'
7 0 6' LT
.13 L
jER Q+ .56
v 1+42�24
EDGE, OF 82' LT alm
1 411 -
0 2 4-73 LT.
IF
9 20
12" \-SELF—LOCKING GATE�'
54,98' LT
�&�
.0
1+36�
4 L
�6' 2' REVEGETATED—I.,
A 7'0&
AREA
V �&
TIP -Z.
IELLROC4 +
WLKWAY, 4 LT
r(F. 0,
4*4-
TOB
RAILROAD TIE (TYP)
SELF—L�JKING GATE
12'
10
�6'
0
.19
12* REVEGETATED--,,
ARFjA
EDGE OF D(R T ROAD
io llp
PROP. PARKING SPACES EX. ROAD
G
s TO BE REMOVED 4,
.0
.6
1p
c T ROAD WIr io
STA 0+00
A* T STA 4-76.92
STAMPED LB 4286
5/8"IRON ROD W/CAP 5/8"IRON ROD W/CAP
-Aev, STAMPED LB 4286
SURVEY BASELINE
p
WHITE CITY PARK
a
W�
dl
6" 13'24
V
21
v.
elzrl
A0
CULPEPPER
TERPENING,IN(-.
7"
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(561) 464-3537
I
I
GRAPHIC SCALE
to a 5 10 20 4`
�'Jug'
IN FEET
I inch = 10 (1
�51
TOP OF WATER
ELEV = 0.84
± 4: 00 PM
NOTE:
1. SHELLROCK WALKWAYS ARE TO CONSIST OF 4" OF
CEMENTED COQUINA SHELLROCK PLACED IN ONE LIFT
AND COMPACTED TO 95% MAX DENSITY PER AASHTO T-99.
SHELLROCK PARKING SPACES ARE TO CONSIST OF 6" OF
CEMENTED COQUINA SHELLROCK PLACED IN ONE LIFT
AND COMPACTED TO 98% MAX DENSITY PER AASHTO T--180.
- R E V I S 1 0 N S -
BY DATE BY DATE
DESIGNED
CALCS.
DRAWN
DETAILED
HECKED
APPROVED
WHITE CITY PARK
FISHING PLATFORM
Z
DATE�
4-10-98
HORIZ.
VERT.
SCALE 1"=10'
SCALE� N.A,
JOB No. 97-60
SHEET
1 �)� 3