HomeMy WebLinkAboutHOBBS S&S DRAWINGSProperty Line
xisting
Seawall
to Remain NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new concrete seawall (partial 6'± section)
directly in front of existing seawall, within 18" face to face.
3. Pilings final hammer driven to a min. of 5 tons each
Hobbs Residence 4. Pilings to be 12"x12" prestressed concrete up to 20' length.
10751 S. Ocean Dr., Lot A-94 5. Lot width is 60'±
Jensen Beach, FL 34957 6. King Wor Batter pilings to be field located, as needed.
6
' 7. Elevation of new seawall cap to be field located and
MHWIMLW
approximately 2'+l- above existing cap.
OF ENV
I I I I I I I I I I I I I I I I I I I I `V j�
�
0' 10, 20'
Scale
Pro osed
4
seawall
�'
to be
`t
max. of 18"
waterward of
a A
w Pei'init Numbei' y
existing seawall
r
.f.
Kin Pile A-
Ar King
— -EE
(to be field located)
s:"
6 ±
y
1
Batter Pile J
Property Line
P S i st District °
(Angled 4:1± r �
@panel midpoint, to
be field located, as y
W
necessary)
i u-
A o�� �
z V
�
Proposed
P
Seawall for the Hobbs
Wilco Construction, Inc.
Date: 4/25/20
Plan View
Residence
(772)460-6928;FA (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. King &tor Batter pilings to be field located, as needed.
6. Elevation of new seawall cap to be field located and to be
approximately 2'+/- above existing cap.
f�tiftiny I -looks
Horizontal
and Vertical
S' Concrete P
1
New Concrete Panel
(8" thick x 8' wide x 12' long)
King Pile 12"xl2"
prestressed
(Vertical at panel seams).
Backfill Between
Existing Wall
& New Wall
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.
pcs
#3 Ties #5 Bar 411x28"+/_ Concrete
@2' O.C. Cap Cont.
JJ
Min.3'+/_ Jmbedment
for P nell
Hobbs Residence
10751 S. Ocean Dr., Lot A-14
Jensen Beach, FL 34957
1
pF ENY+
4 E 281
I1+/_
Z 1
4 �
w Permit Number y
a r
56-220452-003-EE b King pile
located
p Southeast District y° )
d�
Kati
y
�o
'#,I V 1 '
<18" (face
to face)
Concrete Cap/Wall
Pile (angled
Expanded
King Pile
min. 3�oncrele
coverage verrebar
#5ebar
3 rebar ties
14" @2' OC
5 dowel with sid.
hook epoxy -
King set min. embedme
Conc. Pile 6" 2 pc. per pile
Expanded
std.
CANAL BOTTOM
Batter Pile
50% in. min.3"
penetration concrete pcs.
for ngs coveragehll+/. #5rebar
over rebar3 rebar ties
12" Concrete Pilings 14@2' OC
' Ties
2' OC
atter pile
to be field
located
(angled 4:1+/-)
cross New Seawall for the Hobbs
Section Property (Lot A-14)
12"x12" Bolter
Conc. Pile
pile
(lo be field
located)
dowel with
hook epoxy -
set min. embedmE
6" 2 pc, per pile
Wilco Construction, Inc. uaTet����
(772)460-6928; Fax (772)460-6929 Scale:
Dim