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sheet 1 of 6
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Fort Pierce, FL 34950
November 20, 2019
Environmental Consultants' (772) 577-4141
Fort Pierce, FL 34949
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Queen
r rt.`s` Chc_istinna C6urt4 Existing 195 LF
seawall to be.- +,
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Existing
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SF dock td be 1
removed and reDlacea '
174' -
Existing 195 LF V- seawall to be replaced within 18 inches
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rCfl 14 Queen Christina Court
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4WTARD
Environmental 'C
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 577-4141
Gerhard Bergmann
114 Queen Christina Court
Fort Pierce, FL 34949
6.5'
Sheet 3 of 6
November 20, 2019
Proposed
batter piles
6' OC
Neighbor Dock
�►R D
Enrironmenfal'C
Proposed Work
Existing 1,131 SF dock to be
removed and replaced by smaller
780 SF dock (4' by 195')
(reuse outside pilings where
Possible)
OF
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L56-26271
it Number y1-004-005 EEeast DistrictRes'y .0
cxrstin " 0 y d s s-
Boatlifts to
remain
195, 7_I
Existing 195 LF seawall to be replaced within 18 inches
Canal
Proposed 84 SF
dock extension
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114 Queen Christina Courtrb
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i River Drive Gerhard Bergmann FortieZ , FL 349%3 ^m
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FL34950 114 Queen Christina Court ��'40f_ ber20, 2019
L41 Fort Pierce, FL 34949
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456-262711-00ul�54-005
OFENPermit NuroCkSe trp Thru
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piSoutheast District ),
asyss
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SGL Bolts, Nut, Washers
S/8Thre (304)w ly
/
ants
Threaded @Bents
1" x 6" IPE Decking w/
x. g-laes
minimal plank spacing. _
rrsMngem
Fasten w #10 2.5" SS (304)
Screws, 2 per Stringer
2"
x 8" P.T. SYP, 0.60 ACQtreated
stringers.
2"
x 8" P.T. SYP, 0.60 ACQtreated
JIHWL
DBL bents
Barren River Bottom
0
m != Not to scal
RW 130 5. Indian River Drive
E- �tSuite202
nmenta of sll akin Fort Pierce, FL 34950
.-n�(772) 577-4141
Dock Plan View
4 feet +/-
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Min. 8" Dia. 2.5 CCA Treated Piles
with 6' minlmum embed
•Existing outside plli to be
reused where posy l _
I
6ngem 24'
spacing wag.
Center Stringers tied down with
�� "x1 crews treated ember
e w
NUjS�3'• crews @ ea member
Gerhard
114 Queen Christin
Fort Pierce, FL 34949
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r 6- ADD/FRC 2017/ASCE 7-10
70 MPH, 3 Second Gust Exposure "D"
:tor: 1.0
re Coeff.: 0.00
Mean
Sheet 5 of 6
November 20, 2019
a
r
r
12" x 22" Concrete Cap, 5000 PSI w (4) #3 Ties, 24" O.L., 3" from
#5 Rebar continuous w 18" overlap / outside edge of concrete
B" Timber Guard or Equal
Batter Pile —
22"x12"concrete cap
Batters 6'CI.C.
w (4) #5, 60 KSI Reinf.
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Cap Plan
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S. Indian River Drive
A130
Suite 202
EOYlro
Fort Pierce,FL34950
(772) 577-4141
6• i/-
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Concrete Cap w 5000 PSI Concrete
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exposed edge—s--.,I, , v
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#3 Stirrup 24" O.C. "�}•;.;,;.;
°+ Permit Number
q
-262711-004-005 EE
6
p Southeast District
0
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Batter connection to
t+ sheet pile w 5/8" HDGHDG
bolt & nut
4
e � (5) #5, 60 KSI Rebari
Cap Section
Gerhard Bergmann
114 Queen Christina Court
Fort Pierce, FL 34949
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