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S �jpo Long Residence
10701 S. Ocean Dr., Lot 715 MIN. SETBACK '',+,I'` „
4 Jensen Beach, FL 34957 FRONT
SIDES
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Permit Number y REAR_
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56-383594-001-EE ro TECo H. Y
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Permit Number
56-383594-001-EE
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AERIAL
Long Residence
10701 S. Ocean Dr., Lot 715
Jensen Beach, FL 34957
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Permit Number y
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56-383594-001-EE
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AERIAL Close Up
Long Residence
10701 S. Ocean Dr., Lot 715
Jensen Beach, FL 34957
req*
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133
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p.p-. !k 7 #51 v ( Y`J Z j
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1402 - u an Road
Fortp.lrL34947 `yQ'
Proposed Seawall
Win 18" face to face
Proposed
Plan View
Batter Pile
(Angled 4:1+/-,
@ panel midpoint)
MHW/ML
Long Residence
10701 S. Ocean Dr., Lot 716
Jensen Beach, FL 34957
for the Long
Residence
King Pile
(Vert at panel
oermit
Number
(56-383594-001-EE
X�O
utheast District
NOTE: It d
1. Concrete to have a min. Compressive ftthmf "
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.
S. Plat width is 35'±
6. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
�Il lllllll�illlll lll�
0' 10, 20'
Scale
P.E # .c.,�OQ Z l
W 2° �� O� W
1402 Hem Road �v Q4
Fort Pier 4947 OC1
pR 0 F�5`'1
Wilco Construction, Inc. I Date: 12/20/19
(772)460-6928; FAX(772)460-6929
I
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 6 tons each
4. Pilings to be 12"1,12" prestressed concrete up to 20' length.
S. Plat width Is 351
6. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
,-LHnc Hooks
#5 Bar
He
and
New Concrete Panel
(8" thick x 8' wide x 14' long).
King Pile 12'k12"
prestressed
(Vertical at panel seems) —
Backfill Between
Existing Wall
8 New Wall
Long Residence
10701 S. Ocean Dr., Lot 715
Jensen Beach, FL 34957
The work specified herein
has been designed and all
work shall be in accordant
with the 2017 Florida
Building Code (6th Ed.).
All codes reference herei
are per the latest adopted
edition.
#3 Ties I #5
@2' O.C.`
Min. 3W. Embedment
for nets
#5 Reber
King pile @ 5 pcs.
panelseam
(vertical)
Cross New Seawall for the Long
Section Property (Lot 715)
t_ _I
<18" (face
to race)
I
d
p Southeast '6
+ . Conaete A
C
�
t
�
4*
otter Pile it4Q Iy V y B;
35'+/- New
Concrete Cap/Wall
50% min.
penetration
for pilings
Concrete Pilings
Geotextlle Filter
Cloth along backside
(landward side) of wall
U
Expanded
King Pile
1: '' @2'OC
!i..
,95 dowel with aid.
hook epoxy -
set min. embedme
6" 2 pc. per pile
Expanded
min
Batter Pile \
. 3"
wncrele Itpcs.
coverage 8 -E/— #5 rebar
over rebar
rebarties
�---#5 dowel with std.
heck epoxy -
UNIT Batter set min. embedme
Cone. Pil :'' 6" 2 pc. per pile
e--= #3 Rebar�
Ties
2' OC
�+Cng pile @
panelseam
(vertical)
after pile
@ panel midpoint
94t
(angled 4:1+I-)
Fiat
Wilco Construction,
Inc.
(772)460-6928;
Fax (772)460-6929
Scale:
Dim