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Moser Residence HW/MLW
10751 S. Ocean Dr., Lot A-8 The work specified herein
Jensen Beach, FL 34957 has been designed and all
work shall be in accordance
with the 2014 Flroida
roposed New wall Building Code(5th Ed.First
morin 18"wet face printing March 2015).
Existin to wet face of existing All codes reference herein
Seawall wall as per the latest adopted
atter Pile(10'+/-OC) edition.
!le.,A (Angled 4:1+/-,
ae panel midpoint)
Pile Numbers:
1.max.10 ea. King Piles
2.max.10 ea. Batter Piles
3.5000 psi concrete
ing Pile
(10'+/-OC) I II
0' 10' 20'
Scale
Waterbody:
Artificial canal off of the Indian River
Width:greater than 100'+/-
Proposed Moser Residence Proposed wilco Construction, Inc. Date: 12/15/16
Plan View Seawall (772)460-6928;FAX(772)460-6929 I__
Fb� A'c^` �' Y nom,, 6
1 ' '
t0n
The work specked herein
has been designed and all Expanded
work shall be in accordance
with the 2014 Flroida
Building Code(6th Ed.First �eW
printing Manch 2016).
All codes reference herein King Pile
NOTE:
az per the latest adopted
edition min.3• naete
1.Concrete to have an min.Compressive Strength of coverage ver rebar t I Pte'
6000 psi @ 28 days. $ — S5 rebar
2.Install new—no.seawall directly In front
of existing seawall,within 18•wet face to wet face. rebar ties
3.Pilings final hammerdriven to aurin.oflitonseach 1 Atr� @Y OC
4.Pilings to be 12•x12"prestressed concrete up to 20'length. Me ch elev Y 'r
wAvestwall
f---5" 1
cs _ dowel with std.
ng Hooks dS Bar��11 4'SC18'+/-Concrete hookepoxy-
2'Ties // ��
@2'O.0 cap Cont 12Conc qng set min.e r iffla n
New Concrete Panel Conc.PO 6.2 pc.per pile
(8•thick x l O'wide x 12'long ):N�y 4•+/
Kmg Pfl 12'x12• etier Pile(angled 4:1+/-
#5 Bar l'O.C. prestressed =?
Horizontal (Vertical etpanel seams anel)
end Verb
1 ' aww
Backfill Between Expanded
Exis Ing Wa0 '<w
8 New Wall a '.
Panel �
9
CANAL BOTfON
m'.3- Batter Pile
0'Concrete Pane Mm.3'+/- mbedmerd - w crate
fare nel� 50%mm. verege pos
penetration ver retro $11+/_ SS rebar
forpilings
rebar ties
u 14"= @r 0C
oto (fare
to face) 2x12•Concrete Pilings -
Moser Residence i.
dowel with std.
10751 S. Ocean Dr., Lot A-8 8Z'+,-New hookepoxy-
12Y12.Batter set min.emhedm t
Jensen Beach FL 34957 Concrete Cap/Wall Conc.PO 62pc.per pile
r 10'+/-Pane aeotextile Filter
Cloth along backside
(landward side)of wall
28'1+/- :ice a':i.:t'`~- :i.�,•.�� ,�`';^'. ill -
#5 Rebar ' #3 Reba
King Pile @ 5 PCs. Ties panel
Pile @
el sea
Pa(vertcal) 2'OC (ev� m
rtica8
tier pile
@ panei midpoint
(angled 4:1+1-)
Enlarged New Seawall for the Moser Wilco Construction, Inc. Date: 12/15/16
Cross property (Lot A-8) (772)460-6928; Fax (772)460-6929 Scale: Dim
action
FILE
RECEIVED JAN 2 '1' 2j17
Moser Residence i/IHW/MLAI
10751 S.Ocean Dr.,Lot A-8 The work specified herein
Jensen Beach,FL 34957 has been designed and all
work shall be in accordance
With the 2014 Flroida
roposed New wall Building Code(5th Ed.First
wlin 18"wet face printing March 2015).
Existin to wet face of existing
Seawall All codes reference herein
wall as per the latest adopted
atter Pile(10`+/-OC) edition.
(Angled 4:1+/-,
@ panel midpoint)
Pile Numbers:
1.max.10 ea. King Piles
2.max.10 ea.Batter Piles
3.5000 psi concrete
Ing Pile
(10'+/-OC)
° s1W 20• ` �, EA1�
`a
Waterbody: o ,
Artificial canal off of the Indian River Dan' Raul ethe ,
Width:greater than 100'+/- F.E. TZa511
® �e STATE OF •.:.iao
14021 gRIZIO � wo
�j
Fo A`'� G. `4.,
f'
Proposed Moser Residence Proposed Wilco construction, Inc. ��� ��;
Plan View Seawall (772)460-6928;FAX(772)460-6929 f B .• .6
t�a
THESE PLANS AND ALL PROPOSED WOR} �0
ST.LLT rE'r
OL'N"T°±'B nrtiTG nTVISION
ARE SUBJECT TO AW CORRECTIONS REVIEWED FOR C01VITLUjIWE
Air
REQUIRED BY-FIELD INSPECTORS THAT DATE ��TED �
DATE 1AL/D
PLAli'S�PERMIT MUST BE KEPT ON JOB
C0*MP� & a� I.I�A�6 OSE : OI?NO INSPECTION WILL BE MADE.
The work specified hemin
has been designed and all Expanded
work shall be in accordance
with the 2014FIroida
Building Code(6th Ed.First iew
printing March 2016).
All codes reference hemhr King Pile
NOTE:
as perth'lafestadapted
dmin.3' creta
pos'
1.Concrete W avoamin.ComP�stve Strength nteditioncoverage, verretrar /t
6000 psiQ28 days. $ +/—
0
5 rebar
2.lastall new concrete seawall directly in front rehartles
of existing seawall,within IV wet face to wet lace.final „1 OC
3.Pilings nal hammer driven to a min.of 5 tons each 14 �
0.
pi: to bo 12"x!2'Prestressed concrete up W 20'length. slob eI— '�..
wweatwalldowel u0th bd.
.'r
/
-iffing Hooks /B/a/r,-14'Y28'+/-Con crete hookepoxy.
03 Ties /
3 Cap Cont 12"x12'King ;i._ set win.embedmen
O.0
New Concrete Panei Cone. 6'2 pa per pile
(5'thick s 10'wide x l2'long ' A'*f-
iCarg Pile 125X12' atter Pde(angled 4:1-1-
45 Bar i'O.C. prestressed ate}
Hodzadai (vertical atpanel seams
end Ve tlp'
1' ;rkti:
Back006etween -- - - Expanded
6cis-Wag
&New Well ~.�
Pane m ,
`} CAn"`e°`r= e «� Batter Pile
Min.341-
f0'CorlaetaPanmad a
tore Hats _ �}X 5018 n'h. verage
'{ V"penotratton ver robe p re+!— ;i5 mbar
far PSmgs
mbar gas
or 0C
�16lw2'k12
oe
to f 'Concrete Pir.gs
to face) -
14
Moser Residence dowel vim old.
hook epoxy-
10751 S. Ocean Dr., Lot A-8 8z'+1-New 125Xf2•Batre= setroin.embe4 t
Jensen Beach, FL 34957
Concrete i pnnran Clone.Pill ,5 2p0.per pile
n Filter
Cloth along
Cloth along backside •i i
r .-5•y--- (landward side)of wall
2t3
#5 Rebar #3 Rebar , t.��..
Z.rpU.
pitonKing pile Q 5 DCS. X65 panel seampan((v��w4 2'OC (vertical) t /: ..:. +.
Qpanelmidpotnt ,0 w�r�y�` p nA�OF
(angled 4:lM•) i°vi/it' l Ivan n0 i.r �� ♦,-e'"•�';",:� •`•.;
Enlarged New Seawall for the Moser Wilco Construction, Inc.
Cross Property (Lot A-8) (772)460-6928; Fax(772)460-6929 �' �� I :�
action = Dim
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