HomeMy WebLinkAboutPlot Plans & SurveyI
` `P1, tit n tT PeM
i �' ••' Qto
•', gpco�, m
vlrc: n I (* Cabrera'R
\ 3929 Shor
rcRrgye y A rox. MHWL Ft. Pierce,
_dge \\
32 3 (25 min.)
35'± thru m'grc
Waterbody:
o,
Canal off of the Indian River
Width: Varies 175'±
Area over MHW:
2
Accessway 4'x22'=88 sq.tt,
Terminal Platform: 8'x20'=160 sq.ft.
6
Total over MHW: 248 sgft
Pro ased
Aoorox"
Dock
MHWL
Total area tMv tnangtaves and over +AfjW.-
Accessway 4 x3S'=140 sq.4ct
Pto osed
1 '*
TerminalPJaffowLffxW-z1BOsgff
_-fftoringi-or -
TOW = 300 sq-ff.-- --- - -
Boat, Lift
}�
Note: Approximatwripadanline shown,,
licensed surveyor required for formal
riparian line.
r
a
-
pprox. Li t
of near{gro�fti ' #_
�aevNN,
-
i—
', 0' 'i 7®• 20'
scale
y ,r
1➢
$It pF ENvjB
,t0'1'
*. �'0
V y
4 ,a
°j Permit Number a
A t,
56-0380145-001-EE
x
d p, 12.5'± Boat Lift
p, Southeast District y
VA
$I Term. �20'-35'± Mangrove Fringe
y
0� oti Plttm. 30' 15'
dp 22' Mangrove
Access ay Fri ov
0
MHW=-0.3' Labins NAVD88 Pt.908 4±
MLW=-1:68' Labins N D88 Pt.908 0': Di from MH
100' 75' 50' 25' 0': As Measured 1
2'1"± 2'10"± g+ 2'5" Barre . Resources
Barren Barren Barren Barr
111111111111111111111
0' 10, 20'
Scale
Site dove on8/13/19
L.Petz, J. Pessolano
Bottom barren of resources
(grids of 25' parallel to shoreline to 100'
waterward of MHW, measured at
approx. low tide)
Ramp
Length
TBD
Cross Proposed Dock & Boat Lift for the jummerlins Marine construction, Inc. I Date: S113l19
View Cabrera Residence o(772)464-6090 email: summerlinsmarineconstruction@gmail.com scale:
NZt
r
�t
'•fit
. ' 9 t %
5
...-�
o to
iL
s..
Fa�a
X
Pp
Cabrera Re
3929 Shorest
A roX. MHWL
Ft. Pierce; FC
-
Ed(
32'i ( 5' mim)
a
7 -4"
35 t thru m roves
Waterbody:
Canal off of the Indian River
ti
gth T
-
Width: Varies, 175'+
H
16 :
�'Approtc it
Area over MHW:
-
UP
1
Acoessway.4422'=89 sq.it.
of mangros 44 -
\
-
Terminal Platform: 8'x20'=160 sq.ft,
Pro ose
0
Total over %IKVJ: 248 sq.tt.
_
AD roX.
Dock
MHWL
Total area ifi u mauves and over MHW-
Aecessway4'x35=140sq.ft.
\ne _ i
Pm os
�,, L''.
78rmlla�si Piano $x29_ fi4sq iv--_ -
- -- -
_ _--Momtg'or
DX (ilp
N --'
---�
-
Total = 300 sq i .
Boat tilt
Note: Apprwdmete riparian'Iine shown,
�'1 yl '�
licensed surveyor fequired for formal
5'y p e 90° L �'
riparian line,
•� 5 $tale
or ENV,Bp,
S
4
v
4
Permit Number
A
56-0380145-001-EE
t
4
p Southeast District
d•
8p
\a ,t .v s s
1
100, 75'
2' 1 "± 2' 10"±
Barren Barren
111111111111111111111
0• 10, 20
Scale
50'
T±
Barren
•0.
12.5'± Boat Lift
8'
Term.
Piffm.
25'
Mangrove Fringe
15'=
Ramp
Length
TBD
0': Disn from MH�
0': As easured i
Barre . Resources
H UTC
O - s
1570
BFE fff `
FLOR �U
SIONAV-
Crossl Proposed Dock & Boat Lift for the Surnmerlins Marine Construction, Inc. Date: 8/13/19
view. Cabrera Residence o(772)464-6090 email: summerlinsmarineconstruction@gmail.com Scale:
Site dove on 8/13/19
L.Petz, J. Pessolano
Bottom barren of resources
(grids of 25' parallel to shoreline to 100'
waterward of MHW, measured at
approx. low tide)
2"x8" Stringer
spaced max. 2' OC
5/8" SS
Through Bolt1
2"WA'
Lap Splice
min. 8"0 Butt
2.5 CCA Grade Piling
1 grade OA AGO 2"x6' PT Wood
fastened w/ #1 Ox3" SS screws,
12' 2 per deck board/stringer
Subsldnger
Structural I Dock for the Cabrera
Detail I Residence
Expanded View
of Lap Splice
2"x8" Stri
spaced max. 2
51f
Through
2'
Lap
S
s
Summerlins Marine Construction, Inc.
(772)464-6090
\\\�O G i rt u
�3 0;
0 878 j
•O • SATE OF
e:
Dim
The work specified herein
has beendesigned 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.
rumgs io oe marine
grade, 2.5 CCA treated:
TYPICAL DOCK AND ACCESSWAY CROSS SECTION Dock: min. 8"± Q
(N.T.S.) Boat Lift: mim 10"±Q
Varies
(4',8')
Decking:
#1 grade 0.4 ACQ Wood
fastened w/ #100" SS screws,
2 per deck board/stringer
Stringers:
2"x8" #1 grade,
0.4 ACQ spaced at:
max. 24" thru bolted Joist:
at pilings w/ min. 5/8 #1 grade, 0.4 ACQ TBD
SS all thread bolts 2"x8" thru bolted
w/min. 5/8" SS all thread bolts.
M.H.W.
jAUTC
M.L.W.
moo; � '•�
Pilings: Bottomm i��,,j ;'i
LU
6'± min. solid L
penetration �i�� ° Fss(N
Summerlins Marine Construction, Inc.
b
Cross Vlew
(772)464-6090
Cabrera,Dock
Email: summedinsmadnecontstruction@gmail.com
A