HomeMy WebLinkAboutPLANSCANNED
BY
St. Lucie County
The work specified herein
has been designed and all
work shall be in accordance
with the 2014 Florida
Building Code (5th Ed.,
First Printing March 2015).
All codes reference herein
are per the latest adopted
edition.
Waterbody:
Indian River
Width: varies 1.5 miles
Seawall w/ln
18" wet face
to wet face
of existing
seawall
I11111111 i1111111111I
0' 10, 20'
Scale
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
''MAY I3E NECEVARYIN.QRDER TO
CO.MPL.'.<�'PfH �aLle,�?PLIC��L BODES.';
King Pilp
(10' OC+/-)
(Vert at panel
seam, field location
may vary)
SCANNED
BY
St. Lucie County
y Line
Existing Venture Three, Inc.
Concrete Common Property
Seawall 10701 S. Ocean Dr.
Jensen Beach, FL 34957
#.l1os- CO&
ST. LLTCIE COUNTY PUfLI.?ING DWISION
REVLEWED FOR ftVRLIANCE _
kE �lEiVyr, �s
DATE 7
PLANS AND PETIN11T MUST BE KEPT ON SOD
OR NO !NSPECTION WILL BE MADE.
_Batter Pile (10' OC +/-)
(Angled 4:1+/-,
@ panel midpoint, field
location may vary)
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PAIL Rk
Cz'�le QaulReOieifDftl',I ;b
—
��
1111 c�.w
Proposed Venture Three, Inc. Wilco Construction, Inc. Date:16/16
` Plan View Common Area Seawall (772)460-6928;FAX(772)460-6929
M
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 pal @ 2B days.
2. Install new concrete seawall directly in front
of existing seawall, within 18" face to face.
3. Pilings final hammer driven to a min. of 5 tons each
4. Pilings to be 12"xl2" prestressed concrete up to 20' length.
Hooks
#'
-
Venture 3 Common
10701 S. Ocean Dr.
Jensen Beach, FL 34957
The work specified herein
has been designed and all
work shall be In accordance
with the 2014 Flrolda
Building Code (5th Ed. First
printing March 2015).
All codes reference herein
as per the latest adopted
edition.
#3 Ties
@2' O.C.
New Concrete Panel
(8'thick x 10' wide x 13' long
King Pile 12"02"
prestressed
(Vertical at panel seams)
Becldill Between
E)dsfing Now Wall /
&New Weill
Panels 57 Pea Roch
Min. 3'+/- bedment
for P nela s
96 Reber
King pile @ 5 pea.
panelseam
(vertical)
enjarged I New Seawall for the Venture
Cross Three Common Area
its Bar 4 x2B"+/-
�p ContCont.
(angled 4:1+/-
�50Yo min.
.� penetration
+farpllings
<1(raw
to fce) 2k12' Concrete Pilings
56'+/- New
Concrete Cap/Wall
Geotextile Filter
Cloth along backside
(landward side) of wall
Expanded
King Pile \
min. 3' oasts
:retie ver rebar 8t�+/_ t�rebar
O mbar lies
1411 @2.00
dowel with std.
hookepoxy-
12"x12"King ;r.; sal min. embedme
Conc. Pill 8' 2 pc. per pile
Expanded
Batter Pile
Z? \j +/— /#5 rebar
+f3 rebar ilea
@2' OC
12"M' Batter
Cone. Pile
O41 #3 Rebar�
fig pile@
�+
DaN
/ Ties
panel seam2'OC
(vertical)
P.Mv
'0
ell
(a panel midpoint
@ panel
('
(angled 4:1+1•)
1
Wilco Construction,
Inc. '
(772)460-6928; Fax (772)460-6929
#5 dowel with aid.
heck epoxy -
set min. embed
m
5' 2 pc. per pfl
r OF
Ild
+
4L � ,
/16
..
Dim
,