HomeMy WebLinkAboutEngineering THE RRSPONSIBILITY OF THE T.1 i ISE PLANS A t IDALL PROPOSED WO,--U n
OF RECORD AERE SUBJECT TO ANY CORRECTIONS 3:1,M
REWIRED BY IFIELD INSPECTORS THAT.,
MAY F 44ECESOARY4N ORDER TQ,2-- 91...4
Proposed 5,:Cmo��yp
Seawall Win Pro . . ...1. -1 . 0
Remove and 18"wet face e
r `ems
replace existing to wet face
boat lift of existing
seawall
Existing Dock
Waterbody: to be removed&
Indian River rebuilt xisting Seawall
width:varies 9000':t (4'x25'=1 00 sq.ft.) 46
4
—25-
MHWIMLW
F
0. 10, 20' O
Scale
+
NOTES: Tolas Residence ?r pertY Line
1.King pilings:6 10701 S.Ocean Dr.,Apt'633
2.Batter pilings:4 Jensen Beach,FL 34957Kin Pilin VA
3.Concrete 5000 psi Permit Number
56-0349143-001,002,003,004-EE
ST. LUCzE CO T-TINTY BU11L Teel JG DrVISION A
R-FIVFENVED FOR IMPLIANCE Danle Southeast District
P.E.
)owe
0 4*
e)
DATE
..........
Anmoa
PL.kNS.k-',AD PERMIT MUST BE I=ON JOB 1402 oa S,
47 0
C It N1 0 1�\S E C T 10 N W 1 L L D-E MUD,E. Fort P6 Vr 0
=- — 1 41,
0 DA 0
z ax V J.
Proposed Tolas Residence Proposed 1hilco Construction, Inc. Date: 10/21/16
Plan View Seawall and Dock Rebuild (772)460-6928;FAX(772)460-6929
p
4 ,a
w Permit Number
4 r
roposed 56-0349143-001,002,003,004-EE
Dock 4'x25'
LOT 633 e
Existing P Southeast District y
Seawai k 4*
�o
in.s' .L d Z s'
MHW(-0.39' per Labins)
Delta=0.98'
MLW (-1.37' per Labins)
Dist.from MHW(ft): 0
Depth as measured at 4.2'± 25' 50'
Mean Low (ft): 6.3'± 6.8'±
—Barren of Resources
Ind
Daniel
P.E.# 4�1%
e
1402"-im]R
Fort Pre OA,
0
Cross Tolas Proposed Dock & Boat wilco Con ip9V 0 Date: 10/17/16
View Lot on Lots 633 (772)460-6928;FAX(441214.16 -6929
File
µ Copy Pilings min.8" Q
U F E TYPICAL DOCK AND ACCESSWAY CROSS SECTION OC. max. 10'
N
� t-t° (N.T.S.) (Pile Driving
(56-03
�' Recommended)
Permit Number
9143-001,002,003,004 EE
Southeast District y 4'
y 2"x6"PT 0.4 ACQ Tropical Decking(min. 1/2"board spacing) ~
4 �° fastened with min.2.5"SS screws or nails.
° 'Tsyss_
DECK
STRINGERS:
2"X8"PT 0.4 ACQ spaced
at max.24"OC with
5/8"0 x 6"SS (2)16d Toe Nails
lag bolts on each piling, • Typical
lap spliced
Joist: m
®® 1!I I IIllda 2"x8"PT 0.4 ACQ on each side of
_ ® m o piling.
Bolted w/5/8"SS threaded rods/thru
bolts.
M
MHW
lk M.H.W.
MLW
M.L.W.
Pilings to be pre jetted
then driven to 6'min. Canal Bottom
solid penetration Li
Structural Wilco Construction, Inc. Tolas
Cross View o772-460-6928;f772-460-6929 Lot 633 N
0
The work specified herein
has been designed and all
work shall be in accordance Expanded
with the 2014 Flroida
Building Code(5th Ed.First i ew
printing March 2015).
All codes reference herein King Pile
NOTE: as per the latest adopted
min.3" ncretedition.
1.Concrete to have a min.Compressive Strength of e coverage ver rebar If. pcs 5000 psi @ 28 days. 8 1'/— 95 rebar
2.Install new concrete seawall directly in front
of existing seawall,within 18"face to face. 3 rebar ties
3.Pilings final hammer driven to a min.of 5 tons each .t it tt • @2'OC
4.Pilings to be 12"x12"prestressed concrete up to 20'length. 1`.F �'�•':' %r,.
ifting Hooks pa 5 dowel with std.
#3 Ties `Bar 4"x28"+/-Concrete hook epoxy-
'a O.0 Cap Cant. 12"x12"King ;r set min.embedmen
New Concrete Panel
Conc.Pill 6"2 pc.per pile
(8"thick x 10'wide x 13'long
King Pile 12"x12" .•t.
#5 Bar V O.C. A prestressed . , after Pile(angled 4:1+/-
Horizontal (Vertical at panel seams anel)
and Vertica
MHW
Backfill Between m Expanded
Existing Wall "
&New Wall ,!e
Panels 57 Pea Roc
v
CANAL BOTTOM
' o m •3" Batter Pile
Min.3'+/-Embedment - crete
for P nets b 50%min. verage
0'Concrete Pane U penetration ver reba rr p�
for pilings +1— #5 rebar
�1 rebar ties
<18"(face 1 A tt :,� '• ` @2'OC
to face) 12"x12"Concrete Pilings `1 i. '••
Tolas Residence
dowel with std.
10701 S. Ocean Dr. Lot 633 42'+/-New '': ;: hookepoxy-
r 12"x12"Batter set min.embedm t
Jensen- Concrete ch, FL 34957 0'++/ P ne ap/vvall Conc.Pill 6"2 pc.per pile
Geotextlle Filter �.:.•
•t Cloth along backside )
4.l� lr*0 '+/ '+/ (landward side)of wall
28
w Permit Number m C
A L, a 4�
56-0349143-001,002,003,004-EE 5 Rebar " ##3 Rebar M Paul Re d,tP t ®- �
Ing i
King pile @ 5 pcs. Ties' panel seam RED 72451 't 6 H'
C panel seam P �y
p Southeast District y (vertical) 2'OC (vertical) -n r4atter
pile
® o —o t• # c
p @ panel midpoint K `•••
?4, Otiy (angled 4:1+/-) 8n
Enlarged New Seawall for the Tolas Wilco Construction, Inc. `/` IM111 § �' r e: 10/20/1 E
Cross Property (Lot 633) (772)460-6928; Fax (772)460-6929 Scale:
ection Dim