HomeMy WebLinkAboutWINDMILL VILLAGE DRAWINGSMAP
Windmill Village By the Sea
10851 S. Ocean Dr.
Jensen Beach, FL 34957
(see attached enlarged map)
Note: Please see enlarged attached map for marina location.
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MAP
Windmill Village By the Sea
10851 S. Ocean Dr.
Jensen Beach, FL 34957
(Enlarged)
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Aerial
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10851 S. Ocean Or,
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-proposed Seawall
Win 18" wel face to
1W NOTE: wet face
1. Concrete to have a min. Compressive Strength of 500 @
28 days. Windmill Village By the Sea, Condo #1
Batter Pile 10851 S. Ocean Dr.
(Angled 4:1±, 2. Install new concrete seawall directly in front of existing Jensen Beach, FL 34957
@ panel midpoint) seawall, within 18" face face. PID: 451180900050009
3. Pilings final hammer drriven to a min. of 5lons each I,,, ,,,,.I„.„..„I
4. Pilings to be 12"x12" prestressed concrete up to 18' length. 0. 10, 20•
5.Total seawall repair length, 300'±, including Lot 75, on s�aie
attached plan view drawing.
6. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
8. Floating turbidity curtains to be used during panel and piling
installation. _
k �= �' f
Typical Floating Turbidity
Curtain to be used
During Seawall Panel
& Piling Installation
NOTE:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new concrete seawall directly in front
of existing seawall, within 18" face to face.
3. Pilings final hammer driven to a min. of 5 tons each
4. Pilings to be 12"x12" prestressed concrete up to 18' length.
5.Total seawall repair length, 300'±, includes West Bdth House
to Lot 103 and Lot 75.
6. King Wor Batter pilings to be field located, as needed.
7. Elevation of new seawall cap to be field located.
8. Floating turbidity curtains to be used during panel and piling
installation.
Its -1111
King Pile
(Vert at
panel seam)
'—M LW
MHW roposed Seawall"
Min 18" wet face to
atter Pile wet face
(Angled 4:1±,
@ panel midpoint)
Windmill Village By the Sea, Condo #1
10851 S. Ocean Dr.
Jensen Beach, FL 34957
PID:451180900050009
0' 1b' 20'
z'cale
k
NOTES:
1. Concrete to have a min. Compressive Strength of
5000 psi @ 28 days.
2. Install new concrete seawall directly In front
of existing seawall, within 18" face to face.
3. Pilings final hammer driven to a min. of 5 tons each
4. Pilings to be 12"x12" prestressed concrete up to 18' length
5. King &/or Batter pilings to be field located, as needed.
6. Elevation of new seawall cap to be field located.
7. Geotextile filter cloth along backside of wall.
r•i-ifting Hooks
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Windmill Village By the Sea
10851 S. Ocean Dr.
Jensen Beach, FL ifa
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.
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#3 Ties 14 x28 +/- Concrete
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estressed panel)
eI seams
xtile filter cloth
ackfill between
existing wall
& new wall
panel
CANAL BOTTOM
Min. 3'+/- mbe
for P nel� X50%min.
penetration
300'+/- New
Concrete Cap/Wall
"--'-xtile Filter
along backside
card side) of wall
King pile @
panelseam
(vertical)
Cross New Seawall for the Windmill
Section Village by the Sea
pile @
'les panel seam r
2'0C (vertical)
atter pile
@ panel midpoint
(angled 4:1+/.)
Wilco Construction, Inc.
(772)460-6928; Fax (772)460-6929
Expanded
King Pile
;rete
s.
ebar 8ff+— �#5pcebrar
V 3 rebar ties
14tt
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r'.
4 '
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hook epoxy -
8r emb ment
6" 2 pc, per ile
nel 1 rr 12"x12
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concrete
coverage
.,
atter Pile (angled 4:1+/-
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rent
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<18" (face
to face)
12"x12" Concrete Pilings
"--'-xtile Filter
along backside
card side) of wall
King pile @
panelseam
(vertical)
Cross New Seawall for the Windmill
Section Village by the Sea
pile @
'les panel seam r
2'0C (vertical)
atter pile
@ panel midpoint
(angled 4:1+/.)
Wilco Construction, Inc.
(772)460-6928; Fax (772)460-6929
Expanded
King Pile
;rete
s.
ebar 8ff+— �#5pcebrar
V 3 rebar ties
14tt
@2'OC
r'.
4 '
r ' 5 dowel with s
hook epoxy -
8r emb ment
6" 2 pc, per ile
nel 1 rr 12"x12
A onc.I
Expanded
�nY
Batter Pile
m
concrete
coverage
PCs.
8ff+/— #5 rebar
overrebar
3 rebar ties
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@2' OC
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