HomeMy WebLinkAboutSEAWALL PAPERWORKNOTE:
1. Concrete to have a min. Compressive Strength of
6000 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"xf 2" prestressed concrete up to 20' length.
5. Plat width Is 35'2
S. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
f Liftlnq Hooks
#5 Bar
He
and
New Concrete Panel
(8" thick x 19 wide x 12' long}
King Pile 12"x12"
prestressed
(Vertical at panel seems) —
Boisclair Residence
10701 S. Ocean Dr., Lot 847
Jensen Beach, FL 34957
REVIEWED FOR Kingplle@
CODE COMPLIANC�a(vaw�)
ST. LUCIE COUNTY
of XIV
�+
The work specified herei
has been designed an a�
work shall be in acco
with the 2017 Florid
Building Code (6th d��' Permit Number cove
All codes reference anal
are per the latest a opte edition. 56-376240-001-EE
1 7—
Ties
T O I \ ,I.XCap
Beckfill Between
Existing Wall
& New Wall
Panel
Min. T+/- mbedment
for P nelr
penetration
for pilings
I —I
-18" (face
to fete)
35'+/- New
Concrete Cap/Wall
AVLti-:!
Expanded
iew
King Pile
"n. norete
pcs.
e r rebar811,+,/— #5 rebar
V To
ties
14n= Crg2'OC
:r..
• `-#5 dowel with aid.
hookepoxy-
"x12" King .' set min. embedm(
Cone. Pil 6" 2 pc. per pile
Expanded
Batter Pile \
pcs.
grr}/— #Srebar
3rebar ties
�' �2'OC
• •:. 5 dowel with aid.
hoekepoxy-
er set min. embedmt
I •�'' 6" 2 pc. per pile
t 'v.
min. 3"
oncrete
verage
r mbar
:e Pilings 14tt
(12'x12"
L.
Batt
Cone. Pi
Geotex8le Filter
Cloth along backside
(landward side) of wall
#5 Rebar °` #3 Reba
ng pile f@ SPa• Ties panel seam ;44L;P•
2' C (vertical) ,Y e
SCANNEDattar �, 21
i
�/ (ID pen 1 t
y (angl 311RI111
Lu '
lCross New Seawall for the Boisclair Wilco Construction, Inc.
Section I Property (Lot 847) 1 (772)460-6928; Fax (772)460-6929
t ate: 4/20/19
Dim
4OF E N `t $ OYi'.
EXISTING
4 �d,
Permit N imber 7
a r
Waterbody:
Indian River 56-37624 001-EE
Width:100'+/- x
< o
p Southeast District y
r
roe Line q
O y
t
1/MLW 4� ,yp �p MHW/MU
�yV 9-
Existing
Seawall
01 1W
Boisclalr Residence Swh
10701 S. Ocean Dr., Lot 8471
Jensen Beach, FL 34967 g,
Proposed Seawall
Win 18" face to face
REVIEWED FOR
PROPOSLWDE COMPLIANCE
ST. LUCIE COUNTY
BOCC
King Pile
(Vert at panel seam)
Batter Pile
(Angled 4:1+/-,
@ panel midpoint)
Concrete
Seawall
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.
4o", 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'f
King Wor Batter pilings to be field located, as needed.
:�7. Elevation of new seawall cap to be field located.
P.E -1 W,5.1 �, L C� o
1402 H�o -
Proposed Seawall for the Boisclair rra�eag!! !@ Wilco Construction, Inc.
Plan View Residence (772)460-6928;FAX(772)460-6929
Date: 4/20/19
'±
14"
4.
7. ±1. 2. '+ °
max. 18"-J
Cross New Seawall for the Boisclair
Section Property (Lot 847)
Proposed Cap/
Seawall Panels
Existing Cap/
Seawall
Panels
MHW
CANAL
N
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
(BOCK
pF EN+
Permit Number a
4 9
56-376240-001-EE
i.
a y
Southeast District
.v� s
W.
140A . & a Ol. ^� o 8aYS9'
�`6h InDate: 6/4/1
#in, c.
6
(772)460-6928; Fax (772)460-6929 Scale:
Dim
E7