HomeMy WebLinkAboutTummino S&S Drawingsl
ILA:
L
oAl
Lwktirevud Pdik
"00
I,k:
C tab
,14r
i
FL
rot
.
,
epc" r+
►tr a
.._a.
-,_.
n.
LI 4'
y t
c
'
r.
u
w:
tW
Y,
Irr11n R4
E-
me
GM.
1Project
Location
M
\I.n I:ws
ri
rwiL�r.pu
1
n
�
'�
(IK lub�il
sd
F..�
N T
r.o.�.+
-
lur.l.,
O
asaA.
wr
E
rl1
II.M rn:,,
C PermitNumber ' ;6
Q 56-289787-00290031 G t
'•a
"S
00410051006-EE ,
o Southeast District
:♦
Im
'.
-
1:72,224
n
0
0.75 1.5 3 mi
OF 7
10
1.25 2.5 5km
P' r
'l
130 S. Indian
River Drive
a
o
AARDEA
Suite 202
117 Que
C`
u
Sheet 1 of 6
Fort Pierce, FL
34950
August 2020
C Environmental
Consultants
(772) 577-4141
Fort Pier J
IDlj
il
All= CI, ` � Existing 445 SF �
4)
dock to be
replacedExi
.'qloatliftsin Be �1
Relocated - '� • �i
Existing 117 LF ►1/
r seawall to be
;.� replaced within 18 ` Ova •
IP inches
tilt
_�'
VIM
Existing FVP
To Remain
Existing Conditions
CL
I
I
ai I
c
JI
I
v:
0
o:
Subject Property
i
I
Existing 117 LF seawall
Totai Shoreline 117 LF i
I
15'
86' -----I
- - - - - - - - - Existing I �xisting
Property Line "—"— '—"—"— _ _ _ _
I Boatlift to -"-I Mangroves
be I no impacts
No seagrasses i I
I proposed
Existing 445 SF observed I -Relocated I
marginal dock g N T
Not to scale, for permitting purposes only
'--BAR D EA
Environmental Consultants
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772)577-4141
Permit Number
56-289787-00290031
00490055006-EE
Southeast District
Residential Canal ,'
Angelo Tummino
117 Queen Catherina Court
Fort Pierce, FL 34949
&iadtta�an FZrad _i
Existing FVP
To Remain
Proposed Work
Proposed excavation of 400 SF (150 cy+/-) from
uplands behind existing seawall to create new
boat basin (max -5' MLW depth) with new
all to match proposed replacement seawall
16'
Subject Property
91 LF of existing 117 LF seawall to be replaced within 18 inches
Total Proposed Seawall With All Improvements = 157 LF
Property Line
Batter Piles 6' O.C. in
lieu of tiebacks itsn E N T
PermitNumber
56-289787-002,003,
00410059006-EE
Southeast District
Not to scale, for permitting purposes only
>>AR D EA
�� Environnanta) Consukunts
130 S. Indian River Drive
Suite 202
Fort Pierce, FL 34950
(772) 577-4141
81'
No seagrasses
observed
5'
Propose
d 390 SF marginal
dock to replace existing 445
SF marginal dock
Proposed
;relocation of 25'
existing
boatlift
i
i
iR
i
Existing
Mangroves,
no impacts
proposed
10 LF of existing 117
LF seawall to ber_�_�
replaced vyitl5`y�jss`�
inchcf ls\��
Residential Cana
Angelo Tummino
117 Queen Catherina Court
Fort Pierce, FL 34949
�>a2 7Z� ni
�3L`?g§aatrniacs�d
74 11��
Proposed
Seawall
Dock Access Section Thru
v
ro
5 feet +/It
-
SGL Bolts, Nut, Washers
5/8' S.S. (304) w Nut Fully —
Threaded @ Bents
/ 5/4" x 6" composite decking
h°xB°Lags `N/minimal plank spacing,
for stringers Fasten w #10 3" SS (304)
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
DBL bents
}}}Tj MHWL
._._._._._._._._._._._._._._I_.1.J._._.MLWL
Barren River Bottom
Dock Access Plan View
S feet +/-
�i
t
------------
--------
--____-
.
---
/ Stringers 16"
spacing max,
12" Dia, 2.5 CCA Treated Piles NoISS
with 6' minimum embedment in .�
sand or 4' minimum if rock ent i
Center Stringers tied down with
2" x 4" x 12" 0.40 treated pine w
ASS Screws @ ea member
yo1\
Not to scale, for permittin kk y
130 S. Indian River Drive AngeloSuite
Y)ARDEA
Fort Pierce FL 34950 1102 7 Queen %�.'
Environmental Consultants Fort Pierce, FL 34949
V (772) 577 4141
X
�
O
N
n
^'
PerntitNumber
56-289787-002,003,
OOd,005900G-EE
Southeast District
work specified herein has been
gned and all work shall be in
�rdance with the 2017 Florida Building
e (6th Ed.). All codes reference herein
per the latest adopted edition.
Sheet 5 of 6
August 2020
Seawall Details
12 x 20 Concrete Cap, 5000 PSI w (4)
>!5 Rebar continuous w 18" overlap
8" Vinyl Coated PT Wood
Batter Pile
MHWL
-
X
,o
q3 Ties, 24" O.C., 3 from
outside edge of concrete
EE
ct
20" x 12" concrete cap
w (4) N5, 60 K51 Reinf.
Batters 6' +/- O.C.
24" --100
"I' I
N3 Stirrup
Cap Plan
130 S. Indian River Drive
aU eFort 402
tPierce,FL 34950
I EnvironnNnal Consultants (772) 577-4141
6'
Concrete Cap w 5000 PSI Concrete
v
a,
a
a
v
m
m
�
m
N
N
E
E
H
v
v
u
CL9900 — SG Sheet Piling
BULKBULKF
EAD
ELEW.TION
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 6' +/- O.C.
3/4" chamfer all
exposed edges
q3 Stirrup 24" O.
Batter
iV
ci
connection to
sheet pile w 5/8" HDG
bolt & nut
(5) N5, 60 KSI Rebar
Cap Section
Angelo Tummino
117 Queen CaMerina Court
Fort Pierce, FL 34949
L�J
d
/CO>;JW
rn �J
1411, ^�
'' Air 4 ^ -`a Z