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A R D EA 130 S. Indian River Drive
Suite 202
Y Environmental Consultants Fort Pierce, FL 34950(772) 577-4141
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Permit Number
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56-391088-001-002 EE
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1402 Hartman Road
Micha�� ���Fws s4s�7
109 Queens Road
Fort Pierce, FL 34949
Sheet 1 of 7
August 2020
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Existing boatlift
to be removed r j
Existing 324 SF dock to be E
replaced in same:
location/configuration
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xisting 100 LF seawall to
be replaced within 18
inches
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Txlsting P Existing/Proposed Conditions
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4 Existing
Neighbor 1
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vi x 6' return wall
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56-39108&001-002 EE b .._.._.._ ._.._.._. _.._.._.._.._._.._.._.._.._.._.._........ ._.._.._.._.I
I1 Property Line
m Tieback system in
p Southeast District y° M
o d oat m areas outside of pool
idential Canal CL N i I area (approx.) i
7 j
than River tiV
Existing boatlift ; 9I 4' o i
`y O Z to be removed ' ' - - m T
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I I X rNi d
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Existing 324 SF dock to be ; �' °,� °—' 0:
removed and replaced in 1 48' 3 0 0 -01
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same location and !I Project Site
configuration o o !
Approximate mangrove line
��ARDEA
Environmental Consultants
�_— —
Batter Piles in front of pool
area, 4' O.C. in lieu of
tiebacks (approx. area)
Residential Canal
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 577-4141
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D areas outside of o���O�ld O
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return wall
Michael David
109 Queens Road
Fort Pierce, FL 34949
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Qb�3 of 7
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Dock Access Section Thru
Piles to be left 60"
/ above deck
�C SGL Bolts, Nut, Washers
5/8" S.S. (304) w Nut Fully
Threaded @ Bents t<(
4 or 6 feet +/-
2" x 6"#1 Tropical 0.40 ACQ
ONE S4" x 6" Lags min. Treated Decking w/
-- - forStrtngers minimal plank spacing. —�
® Fasten w #10 3" SS (304)
R\� Screws, 2 per Stringer
\ 2" x 8" P.T. SYP, 0.40 CCA treated
stringers.
2" x 8" P.T. SYP, 0.40 CCA treated
MHWL DBL bents
-- ----- - MLWL..
OF ENi'J L°
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'1' {•.••ti•°.^ti.ti.ti.w.ti..,.ti..•. Barr n Ivv Bottom {•ti^ti'y'ti•ti"'•"ti'ti'�
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A Perml uinbe'r Min.9" Dia. 2.5 CCA Treated Piles
with 6' minimum embedment in /
56-391088- 0 -•002 EE sand or4' minimum If rock p WJ4
p Southe s District
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V. Environmental Consultants
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o� Not to scale, for
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 5774141
4 or 6 feet +/-
-- -- - - --
Stringers 24"
spacing max.
Daniel Paul
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Michael David•
109 Queens Road
Fort Pierce, FL 34949
tied down with
!'heated pine w
!Z@ Pe member
the v
� rnY v �esig
ti actor
07 Code
IV are
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N
N
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ified herein has been
all work shall be in
th the 1017 Florida Building
All codes reference herein
est adopted edition.
Sheet 4 of 7
August 2020
Stringers 24"
spacing max.
Daniel Paul
{�
rri
t..
Michael David•
109 Queens Road
Fort Pierce, FL 34949
tied down with
!'heated pine w
!Z@ Pe member
the v
� rnY v �esig
ti actor
07 Code
IV are
X
O
N
N
� N
ified herein has been
all work shall be in
th the 1017 Florida Building
All codes reference herein
est adopted edition.
Sheet 4 of 7
August 2020
ified herein has been
all work shall be in
th the 1017 Florida Building
All codes reference herein
est adopted edition.
Sheet 4 of 7
August 2020
�\ 'J � l 7�
r6il
perete Cap w (4) #5,
continuous w 18"verlap f.J tifPermit Number ti Wool
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C•9?Uu �irs,r; 001-002 PF
� Sneet rning
p Southeast Disti 1
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Ties, 24 O.C., 3" from
tside edge of concrete
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Seawall Details
Below Cap
3'x3'x6"Steel
Reinforced Concrete
Anchor(Pre-Cast)
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u #3 Stirrup
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Not to scale, for permitting purposes only
;��ARDEA
I
—Environmental Consultants
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 577-4141
Concrete Cap & Dead man Poured
onsite w 5000 PSI Concrete
'/" chamfer all
exposed edges 20"
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.
Michael David
109 Queens Road
Fort Pierce, FL 34949
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FL. 34947 /i�v.
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it OF E�`v
12 ,x 0° c o Ps j*A
*Re r continuous w 18" ove
4
4
Pe>r "A NuAli bef
8" Vinyl Coated PT Wood
Batter Pile -------- 00,
56-391088-001A02 E
Seawall Details — Southern Portion
mmi +
N3 Stirrup
Cap Plan
130 S. Indian River Drive
Fort ePierce, FL 34950
6W Environmental Consultants (772) 577-4141
�--- — —
Concrete Cap w 5000 PSI Concrete
CO
m
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.
Batters 4' O.C.
3/4" chamfer all
exposed edge
Cap
H3 Stirrup 24" O.C.
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Batter connection to
sheet pile w 5/8" HDG •
bolt & nut !�
(5) 1151 60 KSI Rebar
Section P.
rap: I
1402
0rt Pie
109 Queens Road
Fort Pierce, FL 34949
Michael David
20"
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Road
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