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Larocca Residence
10701 S. Ocean Dr., Lot 821
Jensen Beach, FL 34957
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C.
CODE COMPLIANCE
STo LUCIE C014NTY
BOCC C(3OW6
N Pcrmit Numbery�
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56-0382570-001-EE
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EXISTING
Waterbody:
Indian River
Width:100'+/-
MHW/ML
Existing
Seawall
t��
4
4
0
Permit
\ PROPOSED
s\1
r
'56-03825 0-001-EEbSoutheast District y
S�
oho, d0
-ai as'
MHW/MLW—
Proposed Seawall
Win 18" face to face
0. 1
Larocca Residence
10701 S. Ocean Dr., Lot 821
Daniel
Jensen Beach, FL 34957 P.E.#
1402 Har6rr
Fort Pierce,
Proposed Seawall for the Larocca
'Plan View Residence
King Pile
(Vert at panel seam)
Batter Pile
(Angled 4:1+/-,
@ panel midpoint)
Existing
Seawall to
Remain
NOTE:
1. Concrete to have a min. Compressive Strength of
00 psi @ 28 days.
E�- PAU�,2. tall new concrete seawall directly in front
o 'ng seawall, within 18" face to face.
3. P final hammer driven to a min. of 5 tons each
it to be 12"x12" prestressed concrete up to 20' length.
i�T 4S • Pla py th is 35'±
or Batter pilings to be
F OR O,gF7. El n on of new seawall cap toebelfi field Iodated.
ed, as eeded.
Wilco Construction, Inc. Date: 10/30/19
(772)460-6928; FAX(772)460-6929
King Pile
(Vert at panel seam) NDr rNu.
SFT Nw a LOT 82-T DELTA = 08'28'34' 1` �w� RADIUS = 95.95
LENGTH 1 2.96' (P) LLI
az• _ N.79.54.21•W X L)
70.02• (P)
MHW/MLW Ba ^I '$' ®�
Proposed Seawall C� d ° AGN82� wwv� ® 16
Win 18" face to face �� 3 '* o "2 s n " 61E Z cy LU
y4 n e CONCRETE �p 9 `o 0
iS wmN? reA 01
U)
N
].5'
� OVA•
e
NNL 6 � J
0 EL Pq4.,
wPw°"" u� . 4•
MN 64.35' �11 ° F E �. I� °pA P.E.1# 7 451 � �%,ACE m CRE CLEgR 0.08•
4 1402 Hartman A� ct, pSI LO ND D. N.ar
4 •?• Fort Pierce, FL �Rj Cik 9
w Permit Number ,a1. Crete eoQhave ®+i .Compressive St ength of
a r 50 28 d
56-0382570-001-EE , 2. Ins nft($tA1 to seawall directly in front
x of existing seawall, within 18" face to face.
o Southeast District y° 3. Pilings final hammer driven to a min. of 5 tons each
y 4. Pilings to be 12"x12" prestressed concrete up to 20' length.
by 5. Plat width is 35'±
6. King Wor Batter pilings to be field located, as needed.
° a s v .L 9 ` 7. Elevation of new seawall cap to be field located.
Proposed Seawall for the Larocca Wilco Construction, Inc. Date: 12110/19,
Plan View Residence (772)460-6928;FAX(772)460-6929 10/30/19
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"xl2" prestressed concrete up to 20' length.
S. Plat width Is 35't
S. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
r Llhing Hooks
yc
Now Concrete Panel
(8" thick x 8' wide x 17 long).
King Pile 12"x12"
prestressed
(Vertical at panel seems)—
Backnll Between
Existing Wall
8 New Wall
Larocca Residence
10701 S. Ocean Dr., Lot 821
Jensen Beach, FL 34957
REVIEWED FOR
BODE COMPLIANCE
ST. LUCIE�aC/'OUNTY
BOCC King pile@
panel seam
(vertical)
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.
#3 Ties
®2' O.C.
Min. V+/- Embedment
for elr
05 Reber
5 pas.
Cross I New Seawall for the Larocca
' Section Property (Lot 821)
L_
<181 (face
to face)
35'+/- New
Concrete Cap/Wall
/ 4 \
e
a
V Permit Number
0
56-0382570-001-EE
, e Southeast District
50%min.
penetration
for pilings
4:1+1-
Pilings
Geotextlle Filter
Cloth along backside
(landward side) of wall
Expanded
iew
King Pile
min. 3" ncrete
arage ver rebar
a pcs'
+/— #5 rebar
rebar ties
14tr
; @21OC
�:r .
. r
dowel with std.
�r
hookepoxy-
12"xl2" King
set min. embetlms
Conc. Pill
-
e" 2 pc. per pile
Expanded
Batter Pile \
min. 3"
concrete rr&+/—
cs,
coverage 8 rebar
over rebar
rebar ties
14" „2' OC
�—#5 dowel with std.
r� - hook epoxy-
12"xl2" Batter set min. embedm,
Conc. PiI 'S" 2 pc. per pile /
°=' #3 Rebar� —King pile
Ties panel seam N
Zt. pile 2' OC (vertical) IS
panel midpoint
(angled 4:1+1-)
Wilco Construction, Inc.
(772)460-6928; Fax (772)460-6929
4i2gfkIV 0,��
oq C
artman Road
D6te:1.0730/19
Scale:
Dim
s