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r Permit Number
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56-0366445.001,002-EE b
b
A o
p Southeast District y
c ya
Line
NOTES:
1. King (vertical) pilings: min. 4, max. 5
2. Batter (angled) pilings: min. 3, max. 5
3. Concrete 5000 psi
4. King Wor batter pilings to be field located.
5. Pilings to be final hammer driven to a min.
capacity of 5 tons each
6. Existing seawall and components to remain.
Waterbody: t . Pro osed `•
. •Y
Artificial canal off King Pilings _
max. 10'± OC xisting Seawall
of the Indian River (location may to Remain
Width: varies 100'# vary in field) •:y';
Pro osed concrete
3 '± Walterick Residence
cap 28"x14", 10701 S. Ocean Dr., Lot 835
Concrete panels 8"x12'x10'. ".. L 835 Jensen Beach, FL 34957
A rox.
MHW/MLW �t'•
typ.Proposed
Batter Pilings Property Line
max. 10'± OC
(Angled 4:1± @
panel midpoint)
(location may
vary in field)
Proposed Walterick Residence Proposed
Plan View Sea Wall
A
$a°d ®/�/ a a .
FortP ° Roa
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;spy
Wilco Construction, Inc. Date: 6/6/18
(772)460-6928; FAX(772)460-6929
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 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"x12" prestressed concrete up to 20' length.
5. Plat width is 35't
6. King &/or Batter pilings may be field located, as needed.
r-Liftina Hooks
#5 Bar
He
and
The work specified herein
has been designed and all
work shall be in accordance
with the 2017 Florida
Building Code (6th Ed.).
All codes reference herein
are per the latest adopted
edition.
5 PCs 14"x28"+/- Concrete
#3 Ties #5 —BarCap Cont.
@2' O.0
New Concrete Panel
28„+/-
(8" thick x 10' wide x 12' long)
4"+/
King Pile 12"x12"
ri t
prestressed
t .
(Vertical at panel seams,
max. 10' OC
Backfill Between
_
r
Existing Wall
& New Wall
,'•
Panels
i
f
Min. 3'+/- mbe
for P neI
y
�.
`•i
<18" (face
Walterick Residence to face)
10701 S. Ocean Dr., Lot 835 35'+/- New
Jensen Beach, FL 34957 Concrete Cap/Wall
oB ENi-j�0
�tb .f. 28�+/-
4
c 4,
At Permit Number y
4 r
56-0366445-001,002-EE King pile @
panel seam
t p (vertical)
p Southeast District y
d ~
Y�
to col
8tvae'
Cross Property (Lot 835)
Section
after Pile (angled 4:1+/-
anel)(max. 10' OC)
raNw
CANAL BOTTOM
50% min.
penetration
for pilings
12"x12" Concrete Pilings
2' OC
ater pile
@ panel midpoint
(angled 4:1+/-)
pile @
panel seam
(vertical)
Expanded
iew
King Pile
min. 3" oncrete
coverage ver rebar
Pc
8rf /_
#5 rebar
3 rebar ties
`'
14"
=
@2' OC
5 dowel with std.
hook epoxy-
12"x12" King
.'
set min. embedme
Conc. Pill
6" 2 pc, per pile
Expanded
m . T.
Batter Pile
c crate
overage
verrebar
pcs.
8" f /—r5
rebar
3 rebar lies
14"
@2' OC
.••'
5 dowel with std.
r; * hook epoxy-
12"x12" Batter set min. embedme
Conc. Pill
"• `' 6" 2 pc, pe/pile
Rq�661;'�.ab,
(772)460-6928; Fax (772)460-6929
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Scale:
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