A22- W912P624B0006- Kenosha Harbor Breakwater Repair- Plans.pdf
PDF 27 MB Posted
- Solicitation number
- W912P624B0006
About this file
This solicitation notice issued by the United States Army Corps of Engineers- Chicago District seeks bids for the construction project "Kenosha Harbor Breakwater Repair- FY2024 Kenosha, Wisconsin". Under the contract, the contractor will repair the existing breakwater to restore its ability to maintain safe passage for vessels entering and exiting the harbor. Repair work will consist of removing the existing concrete cap and debris, then adding new armor stone to the top and sides as needed. Bids are reserved exclusively for small business concerns with a size standard of $45 million. The estimated cost of construction is between $1 million to $5 million. Bids are due by 10:00a.m. Central Time on February 22, 2024. Bidders must be registered in the System for Award Management at the time bids are submitted to comply with annual representations and certifications requirements. The solicitation and project specification files are available for download, with the Point of Contact being Mrs. Natalie Williams at the phone number and email listed.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Results- W912P624B0006 Kenosha Harbor Breakwater.pdf | ||
| IMG_0115.MOV | MOV file | |
| IMG_0116.MOV | MOV file | |
| IMG_0119.MOV | MOV file | |
| IMG_0117.MOV | MOV file | |
| IMG_0118.MOV | MOV file | |
| IMG_0114.MOV | MOV file | |
| A22- Amendment 0002 W912P624B0006.pdf | ||
| A22- Amendment 0001 W912P624B0006.pdf | ||
| A22- W912P624B0006 Kenosha Harbor Breakwater Repair.pdf |
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LAKE SIDEHARBOR SIDE
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N
O F
N O
R T
H W
E S
T E
R L
Y P
O R
T
IO
N
CD-101
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
D -1
.d g n
-6 B
B H
M L
IN
D
E
E ,5
,7
.0
N
,0
.4
S T
A
.0
P O
B
20' 40'0
N
M A
T C
H L
IN
E
S H
E E
T C
D
MICHIGAN
LAKE
GENERAL SHEET NOTES
(LAND SIDE)
MICHIGAN
LAKE
CANADA UNLESS NOTED OTHERWISE.
HYDRAULIC CORRECTOR OF 0.3 FEET APPLIED) AT RIMOUSKI, QUEBEC,
WATER DATUM (577.5 ABOVE MEAN WATER LEVEL, IGLD 1985 WITH A
ELEVATIONS SHOWN ON THESE DRAWINGS ARE REFERENCED TO LOW 2.
SOUTHWESTERLY PORTION OF THE BREAKWATER.
PORTION OF THE BREAKWATER AND A SURVEY FROM JULY 2021 FOR THE
RESULTS OF A SURVEY FROM DECEMBER 2022 FOR THE NORTHEASTLY
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
INFORMATION ONLY
NO WORK BEING DONE ON THIS SHEET - FOR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
DEMOLITION OF SOUTHEASTERLY DETACHED BREAKWATER SITE PLAN
300'
7+33 to 7+58
REMAIN
CONCRETE CAP TO
EXISTING GAP IN
ARMOR STONE IN
LIGHT TO REMAIN
U.S.C.G. BREAKWATER
CAP TO REMAIN IN PLACE
7+82 TO 8+05 CONCRETE
FEDERAL CHANNEL LIMITS
WAS REPAIRED DURING PHASE 1
THIS SECTION OF BREAKWATER
FEDERAL CHANNEL LIMITS
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:5
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B
B
H
\4
-6
B
B
H
C D
-1
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
D E
T A
C H
E D
B R
E A
K W
A T
E R
S
IT
E P
L A
N
D E
M O
L
IT
IO
N
O F
S O
U T
H E
A S
T E
R L
Y P
O R
T
IO
N
CD-102
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
D -1
.d g n
-6 B
B H
M L
IN
D
E
E ,5
,3
.0
N
,4
.8
S T
A
.4
P O
E
20' 40'0
N
MICHIGAN
LAKE
GENERAL SHEET NOTES
(LAND SIDE)
MICHIGAN
LAKE
M A
T C
H L
IN
E
S H
E E
T C
D
CANADA UNLESS NOTED OTHERWISE.
HYDRAULIC CORRECTOR OF 0.3 FEET APPLIED) AT RIMOUSKI, QUEBEC,
WATER DATUM (577.5 ABOVE MEAN WATER LEVEL, IGLD 1985 WITH A
ELEVATIONS SHOWN ON THESE DRAWINGS ARE REFERENCED TO LOW 2.
SOUTHWESTERLY PORTION OF THE BREAKWATER.
PORTION OF THE BREAKWATER AND A SURVEY FROM JULY 2021 FOR THE
RESULTS OF A SURVEY FROM DECEMBER 2022 FOR THE NORTHEASTLY
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
LEGEND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
PHASE 2 WORK AREA
PHASE 2 WORK AREA
H5
SCALE: 1/8" = 1'
TYPICAL DEMOLITION OF AS BUILT BREAKWATER - STA 5+33 TO 7+35 - SECTION H
EX. TIMBER CRIB SUBSTRUCTURE
REMOVE EX. CONCRETE CAP
EX. ARMOR STONE (1 TO 6 TON)
EX. CORE STONE (3 TON AVERAGE)
SEE NOTE 4
REMOVE FILL STONE TO L.W.D. +2. DO NOT REMOVE OR BREAK TIMBER CRIBS TO EXCAVATE FILL STONE
VARIES APPROX 11' VARIES APPROX 11'
V A
R
IE
S
A P
P R
O X
T
O
SCATTERED VOIDS IN STONE
6'-0"7'-6"6'-0"
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B
B
H
\4
-6
B
B
H
C D
-3
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
B U
IL
T
C R
O S
S S
E C
T
IO
N H
D E
M O
L
IT
IO
N
O F
A S
S U
M E
D
CD-301
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
D -3
.d g n
-6 B
B H
M L
IN
D
E
GENERAL SHEET NOTES
0 8'4' 16'
BREAKWATER.
EXISTING CONCRETE FOOTINGS MAY VARY IN SIZE THROUGHOUT THE 4.
SECTION AREAS ARE SHOWN AS H5 ON THIS SHEET.
TYPICAL SECTION WAS MODIFIED FOR STA 2+80 TO 5+33. BOTH TYPICAL 3.
DATED 30 SEPTEMBER 1985.
CROSS SECTION SHOWN HERE ARE AS DEPICTED ON THE AS-BUILT PLANS 2.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS.1.
+7.1
+4.0
1.5
HARBOR SIDE
LAKE MICHIGAN SIDE
+2
0.0 L.W.D. IGLD85 = 577.5'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
REQUIRED NORTHWESTERLY DETACHED BREAKWATER SITE PLAN
ELEVATION
BASED ON EXISTING
STONE- VARIES
OF REQUIRED
APPROXIMATE END
BREAKWATER
OF REQUIRED
EDGE OF TOP
CENTERLINE
BREAKWATER
STONE SLOPES
LONGITUDINAL
PERPENDICULAR AND
90° TURN BETWEEN
EXISTING ELEVATION
VARIES BASED ON
PROPOSED STONE
MAXIMUM EDGE OF
APPROXIMATE
EXISTING ELEVATION
VARIES BASED ON
PROPOSED STONE
MAXIMUM EDGE OF
APPROXIMATE
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-1 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
D E
T A
C H
E D
B R
E A
K W
A T
E R
S
IT
E P
L A
N
R E
Q U
IR
E
D N
O R
T H
W E
S T
E R
L Y
P O
R T
IO
N
C-101
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-1
.d g n
-6 B
B H
M L
IN
D
E
E ,5
,7
.0
N
,0
.4
S T
A
.0
P O
B
20' 40'0
N
M A
T C
H L
IN
E
S H
E E
T C
-1
MICHIGAN
LAKE
(LAND SIDE)
MICHIGAN
LAKE
+8.5' L.W.D.
+8.5' L.W.D.
+8.5' L.W.D. +8.5' L.W.D.
+8.5' L.W.D.
OF 112'. APPROXIMATE WIDTHS AT 0.0 LWD IS 50' AND AT -2 LWD IS 56'.
ESTIMATED LAKE BED IS AT 556.1 (-20.7 LWD) WITH AN APPROXIMATE WIDTH 3.
SECTION ON SHEET C-301
SEE EXISTING CROSS SECTION ON SHEET V-301 AND REQUIRED CROSS 2.
COMMENCEMENT OF WORK.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO THE 1.
GENERAL SHEET NOTES
INFORMATION ONLY
NO WORK BEING DONE ON THIS SHEET - FOR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
REQUIRED SOUTHEASTERLY DETACHED BREAKWATER SITE PLAN
EXISTING ELEVATION
VARIES BASED ON
PROPOSED STONE
MAXIMUM EDGE OF
APPROXIMATE
ELEVATION
BASED ON EXISTING
STONE- VARIES
OF REQUIRED
APPROXIMATE END
BREAKWATER
OF REQUIRED
EDGE OF PEAK
CENTERLINE
BREAKWATER
LIMITS
FEDERAL CHANNEL
EXISTING ELEVATION
VARIES BASED ON
PROPOSED STONE
MAXIMUM EDGE OF
APPROXIMATE
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:3
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-1 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
D E
T A
C H
E D
B R
E A
K W
A T
E R
S
IT
E P
L A
N
R E
Q U
IR
E
D S
O U
T H
E A
S T
E R
L Y
P O
R T
IO
N
C-102
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-1
.d g n
-6 B
B H
M L
IN
D
E
E ,5
,3
.0
N
,4
.8
S T
A
.4
P O
E
20' 40'0
N
M A
T C
H L
IN
E
S H
E E
T C
-1
MICHIGAN
LAKE
(LAND SIDE)
MICHIGAN
LAKE
+0' L.W.D.
+0' L.W.D.
+7.75' L.W.D.
-7.7' L.W.D.
APPROX.
-4' L.W.D.
APPROX.
SECTION ON SHEET C-301
SEE EXISTING CROSS SECTION ON SHEET V-301 AND REQUIRED CROSS 2.
COMMENCEMENT OF WORK.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO THE 1.
GENERAL SHEET NOTES
+8.5' L.W.D.
+8.5' L.W.D. +8.5' L.W.D.
+8.5' L.W.D.
+8.5' L.W.D.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C-301
F3
C-301
F3
C-301
A3
C-301
A3
C-301
K3
C-301
K3
C-301
F3
C-301
F3
K3
SCALE: 1/8" = 1'
PROPOSED DETACHED BREAKWATER END
F3
SCALE: 1/8" = 1'
PROPOSED TYPICAL DETACHED BREAKWATER
A STONE - 6 TO 10 TON STONE
NEW SLOPE (1:2)
EX. ARMOR STONE (1 TO 6 TON)
EX. TIMBER CRIB SUBSTRUCTURE
EX. STONE (3 TON AVERAGE)
EXISTING SLOPE (VARIES)
NEW SLOPE (1:2)
FILL VOIDS WITH A-STONE TO MATCH
A3
SCALE: 1/8" = 1'
PROPOSED TYPICAL DETACHED BREAKWATER
LIGHTHOUSE
EX. CONCRETE CAP
FILL VOIDS ONLY ON SIDES WITH A-STONE (1:2 SLOPE)
EX. TIMBER CRIB SUBSTRUCTURE
EX. RIP-RAP (1 TO 6 TON)
EX. STONE (3 TON AVERAGE)
FILL VOIDS ONLY ON SIDES WITH A-STONE (1:2 SLOPE)
4'-0"5'-3"6'-0"7'-6"6'-0"5'-3"4'-0"
A-1 STONE - 11 TO 17 TON STONE
NEW SLOPE (1:2)
EX. ARMOR STONE (1 TO 6 TON)
EX. TIMBER CRIB SUBSTRUCTURE
EX. STONE (3 TON AVERAGE)
EXISTING SLOPE (VARIES)
MATCH NEW SLOPE (1:2)
FILL VOIDS WITH A-1 STONE TO
FILL VOIDS ONLY ON SIDES WITH A-STONE (1:2 SLOPE)
STONE TO MATCH NEW SLOPE(1:2)
FILL VOIDS ONLY ON SIDES WITH A-
FILL VOIDS ONLY ON SIDES WITH A-STONE TO MATCH NEW SLOPE(1:2)
EXISTING SLOPE (VARIES)
EXISTING SLOPE (VARIES)
EXISTING SLOPE (VARIES)
20'-0"
20'
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:1
P
M
/6
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-3 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
Q U
IR
E
D C
R O
S S
S E
C T
IO
N
H
C-301
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-3
.d g n
-6 B
B H
M L
IN
D
E
SHEET LEGEND
- EXISTING STONE FILL
- B STONE
- A STONE
TO THE AXIS OF THE STRUCTURE.
PLACE A STONE SUCH THAT THE LONGEST DIMENSION IS PERPENDICULAR 3.
CROSS SECTIONS SHOWN AS DEPICTED FROM SEPTEMBER 1985 DRAWINGS.2.
COMMENCEMENT OF WORK.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO THE 1.
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16'
HARBOR SIDE
-2 LWD
0.0 L.W.D. IGLD85 = 577.5'
+8.5 LWD
LAKE MICHIGAN SIDE
0 8'4' 16'
0.0 L.W.D. IGLD85 = 577.5'
HARBOR SIDE
LAKE MICHIGAN SIDE
+4.0
+7.1
B-STONE 500-1,000LBS (30")
- A-1 STONE
HARBOR SIDE
-2 LWD
0.0 L.W.D. IGLD85 = 577.5'
+8.5 LWD
LAKE MICHIGAN SIDE
B-STONE 500-1,000LBS (30")
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
COMPLETED PHASE 1 EL 586
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:0
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-3 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
A
T
O
S U
R V
E Y
E D
C R
O S
S S
E C
T
IO
N
C-302
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-3
.d g n
-6 B
B H
M L
IN
D
E
L
E V
A T
IO
N
I G
L D
E L
E V
A T
IO
N
I G
L D
E L
E V
A T
IO
N
I G
L D
LEGEND
GENERAL NOTES
SEE SPEC 35 31 19 PARAGRAPHS 2.1.2.1 AND 2.1.2.2
A-STONE (6 -10 TON ) PLACED ABOVE B-STONE AS NECESSARY
FILL AREA
EXISTING GROUND
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 3.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISTING STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 2.
FILL AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET C-3011.
5+35
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.9
.5
.9
.0
.0
.0
.0
1:2
1:2
5+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.8
.3
.3
.0
.0
.0
.0
5+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.0
.8
.3
.3
.0
.0
.0
.0
1:2
1:2
6+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.9
.0
.2
.4
.0
.0
.0
.0
6+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.9
.0
.2
.4
.0
.0
.0
.0
1:2 1:2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:2
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-3 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
A
T
O
S U
R V
E Y
E D
C R
O S
S S
E C
T
IO
N
C-303
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-3
.d g n
-6 B
B H
M L
IN
D
E
E V
A T
IO
N
I G
L D
E L
E V
A T
IO
N
I G
L D
E L
E V
A T
IO
N
I G
L D
LEGEND
GENERAL NOTES
SEE SPEC 35 31 19 PARAGRAPHS 2.1.2.1 AND 2.1.2.2
A-STONE (6 -10 TON ) PLACED ABOVE B-STONE AS NECESSARY
FILL AREA
EXISTING GROUND
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 3.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISTING STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 2.
FILL AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET C-3011.
7+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.8
.3
.6
.7
.0
.0
.0
.0
7+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.8
.3
.6
.7
.0
.0
.0
.0
1:2
1:2
6+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.7
.4
.9
.1
.0
.0
.0
.0
6+50
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.7
.4
.9
.1
.0
.0
.0
.0
1:21:2
7+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.6
.6
.5
.9
.0
.0
.0
.0
7+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.6
.6
.5
.9
.0
.0
.0
.0
1:2
1:2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
USCG LIGHTHOUSE
35 31 19 SECTION 2.1.2.1
A-1 STONE, SEE SPEC
FOR THIS SECTION ONLY
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
P
M
/2
/2
B R
E A
K W
A T
E R
R E
P A
IR
S
P
H A
S E
F
Y
-6
B B
H
\4
-6
B B
H C
-3 .d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
N O
S H
A W
I
D E
T A
C H
E D
B R
E A
K W
A T
E R
R E
P A
IR
P
H A
S E
K E
N O
S H
A H
A R
B O
R
W
P
-2
-B -0
O C
T O
B E
R
W
P
-2
-C -0
C H
IC
A
G O
IL
L
IN
O
IS
S
L
A S
A L
L E
S T
S
U
IT
E
C H
IC
A
G O
D
IS
T R
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
A
T
O
S U
R V
E Y
E D
C R
O S
S S
E C
T
IO
N
C-304
A
K A
R R
L V
A N
D E
N B
E R
G P
-6 B
B H
C
-3
.d g n
-6 B
B H
M L
IN
D
E
E V
A T
IO
N
I G
L D
E L
E V
A T
IO
N
I G
L D
LEGEND
GENERAL NOTES
SEE SPEC 35 31 19 PARAGRAPHS 2.1.2.1 AND 2.1.2.2
A-1 STONE (11 -17 TON ) PLACED ABOVE B-STONE AS NECESSARY
FILL AREA
EXISTING GROUND
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 3.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISTING STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 2.
FILL AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET C-3011.
8+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
.0
.0
.2
.4
.7
.4
.0
.0
.0
.0
8+00
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
610 610
620 620
.0
.0
.2
.4
.7
.4
.0
.0
.0
.0
1:2 1:2
8+35
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.1
.7
.2
.4
.0
.0
.0
.0
8+35
-80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
550 550
560 560
570 570
580 580
590 590
600 600
.0
.0
.1
.7
.2
.4
.0
.0
.0
.0
1:2
1:2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
| W912P624B0006_487484_Kenosha Harbor Breakwater FY24_Certified_Final_Documents_RTA_PLANS(27 Oct 23).pdf |
| 001-487484-6B14BH_G-001 |
| 002-487484-6B14BH_G-002 |
| 003-487484-6B14BH_V-001 |
| 004-487484-6B14BH_V-100 |
| 005-487484-6B14BH_V-101 |
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| 007-487484-6B14BH_V-301 |
| 008-487484-6B14BH_CD-101 |
| 009-487484-6B14BH_CD-102 |
| 010-487484-6B14BH_CD-301 |
| 011-487484-6B14BH_C-101 |
| 012-487484-6B14BH_C-102 |
| 014-487484-6B14BH_C-302 |
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| 016-487484-6B14BH_C-304 |
004-487484-6B14BH_V-100.pdf
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