HomeMy WebLinkAboutPROPOSED PLAN VIEWSeawall Win 18" face
to face of existing
Waterbody:
Artificial canal off ofthe
Indian River
Proposed Dock Area over
MH W: 3'x45'=135 sq.ft.
Relocated along
dock as.required
concrete wMC1
corrosion Inhibitor,
wlhller drainstweep
holes @8't OC'
3'
Proposed gurd Residence Proposed
Plan View Seawall, Dock, and Boat Lift
Burd Residence
16 Sovereign Way
Ft. Pierce, FL 34949
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.
Seawall eadp6h Anchors:
Concrete
--H eel reinforced
Tieback Rods:
1"x15't HD.G,
max. 8' OG (field located)
Illllllllllilll�llltl
0' 10, 20'
Scale
Daniel I
P.E. #
.;
1402'A � ` h Mad � �. �
FortL 347
$� OR BAY, 1.0 0 Rj
'v
q Permit Number
r
43-0358302-001,002 EE b
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p Southeast District 4V
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Wilco Construction, Inc. Date:
(772)460-6928; FAX(772)460-6929 11 /1117.10/4117
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new seawall within 18" face to face
of existing seawall.
3. CL9900 x 12' vinyl sheet piling wlmin.
50% solid/firm ground penetration.
tierod ends w/backing
plates/nuts
for tensioning
Surd Residence
15 Sovereign Way
Ft. Pierce, FL 34949
3'
Expande
View
3'
$ pieces ea.
Min. #4 Reber
(pre -cast
deadmen)
min- 3"
concrete \
Expanded 've'r a'r 0- 05 rebar
View 3 rebar ties
12 (Qa2'OC
#3 Ties 4 pes
@2' O.C. #5 Bar
121lx20"+/- Concrete
Cap Cont.
2°+l- CL9900
r� ,I Sheet Piling
HDG tle rod
(8'+/- OC) I�
Backfill
Behind
Panels fl CANAL BOTTOM
(as required „ !!
Min..50%. oiid Pen it
I I `18"face
to
face
5 It:s Tier
2' QC
O F S N 1,j+4
a �
A? Permit Number 7
a r
43-0358302-001,002 EE ro
r kr
p Southeast District V
r �
d O
y
?� 0ti
4
° 4AVLO-
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.
4� 9
Ica
....
UM04i'rtifian Road
L) �;° CO :
f
s orf ,364d`A34947
e0
Cross
Burd Residence
Wilco Construction, Inc.
"if;
DatO
Section
Proposed Seawall w/Tiebacks
(772)460-6928; Fax (772)460-6929
cale:""'"
Scale:""'""'
Dim