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130 S. Indian River
Drive
Chris Wiecks
7ARDEA
Suite 202
Sheet
1 of 7
120 Queen Elizabeth Court
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Fort Pierce, FL 34950
tune
2020
Environmental Con:ultant�
(772) 577-4141
Fort Pierce, FL 34949
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Seawall t0
Upland tiebthrn 18 r de replaced
po ack hI
� °� batter System in t
fxistit7g piles rejna rOrit Of
dock tO b FR( �r ruder
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Existing/Proposed Conditions
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Up to 12'
\. return wall
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zz> Ne�6'hb°r Nel ghbor sed Wall
yea 2 � C`�y V. �Ock
o w�q,�°` Tiebacks
`c�hrcr ti 6 front of p stem jr,off}�y'�ro�� area E N T o�
No
seagrosses q Permit Number
observed 5W87517-002,003-EE
Up to 12' i! 30'
,PrOperh, one return wall i' Of Southeast District
Existing 180 SF dock to �
,! be replaced in same ISS o
location and jCgpp�
i' Batter Piles along configuration
i southern portion, 4' fD Paul RetJ�arci
i! O.C. in lieu of tiebacks 7245 et .
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Not to scale, for permitting purposes only. �4 I°a�-�.o�
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�A R D EA 130 S. Indian River Drive Chris Wiec v .a
� suite 202 Queen Elizabeth® �
Fort Pierce, FL 34950 120 Q13�
Environmental Consultants (772) 577-4141 Fort Pierce, FL 34949
Sheet 3 of 7
June 2020
Dock Access Section Thru
iN e
Seawall
6 feet +/-
��ARDEA
Environmental Consultants
SGL Bolts, Nut, Washers
/ 5/8" S.S. (304) w Nut Fully —
Threaded @ Bents
2" x 6"Tropical ff1 Decking
Wx6"Lags w/ minimal plank spacing.
for Stringers Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2 x 8" P.T. SYP, 0.60 ACQ treated
stringers.
2" x 8" P.T. SYP, 0.60 ACQ treated
MHWL DBL bents
MLWL
Dock Access Plan View
6 feet +/-
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Barren River Bottom f%f �r1r%rdyf,�°
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Min.
9"
Dia. 2.5 CCA Treated Piles
with
6'
minimum embedment in,�
sand
or
4' minimum if rock ori5 er
Not to scale, for
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 577-4141
1402
rmittin
Stringers 24"
spacing al o '�"'-
tr rs tied down with
treated pine w
2PC 3" S s 14 ea member
Road
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Chris Wiecks-
120 Queen Elizabeth Court
Fort Pierce, FL 34949
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PermitNumber
50-387517-0021003-EE
Southeast District
d
rk Specified herein has been
d and all work shall be in
nce with the 2017 Florida Building
th Ed.). All codes reference herein
the latest adopted edition.
Sheet 4 of 7
June 2020
�\ 'J � l 7�
12" x 24" Concrete Cap w (4) 145,
60 KSI Rebar continuous w 18"
Overlap
CL 9900 Vinyl
Sheet Piling
#3 Ties, 24 O.C., 3" from
outside edge of concrete
Tierod w Min ' N `• 1.
N• AD4 k 4 G•
N.D.G.. uIN Peach nab„
Seawall Details
Below Cap
3'x3'x6"Steel
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accordance with the 2017 :� tirti m i wo •r•
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reference w
herein ar er he latest q PermitNumber
ed d Z 5-387517-002,003-EE
No
Southeast District
130 S. Indian River Drive 1��15 w
Suite 202 1402 Ha
Fort Pierce, FL 34950 Fort Piercft,e;en E
72) 577-4141gy
"
rT
Court
34949
Sheet 6 of 7
June 2020
12" x 24"
Concrete Cap,
5000 PSI w
(4)
M5 Rebar
continuous w
18" overlap
Seawall Details — Southern Portion
tt3 Ties, 24" O.C., 3"from
outside edge of concrete
24" x 12" concrete cap Batte s 4' O.C.
w (4) #5, 60 KSI Reinf.
24" - ►
�..MEME
__ �_ I_MEN
MINE REEM EMEM ME
#3 Stirrup
Daniel
Cap Plan P.E.#
130 S. Indian River Drive 1402 Flartr�
Suite 202 Fort €pierce,
Fort Pierce, FL 34950
Environmental Consultants (772) 577-4141
Concrete Cap w 5000 PSI Concrete
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The work specified
herein has been
designed and all work
shall be in accordance
w}#tf •2G'J4 foxida
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Batters 4' O.C.
chamfer all
exposed edge��
H3 Stirrup 24" O
iV
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Batter connection to
sheet pile w S/8" HDG
bolt & nut
(5) M5, 60 KSI Rebar
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PermitNum
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p Section Southeast Dish
'Court Sheet 7 of
June 2020
949
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