Kenosha Harbor Detached Breakwater Repair FY21_RTA_Plans (August-18-2021).pdf
PDF 10 MB Posted
- Attached to
- Kenosha Harbor Breakwater Repair
- Solicitation number
- W912P621B0018
About this file
This solicitation is for repair work on the Kenosha Harbor Detached Breakwater in Kenosha, Wisconsin. The project scope involves restoring the existing breakwater structure to its original design and function within the existing footprint. Repair work will remove the existing concrete cap and crush the deteriorated timber substructure to allow for new armor stone placement and resetting of existing armor stone as needed. The construction is estimated to cost between $1,000,000 to $5,000,000 and will be conducted from Lake Michigan or with land based equipment. This is a 100% small business set-aside acquisition with a NAICS code of 237990 and business size standard of $39.5 million. The applicable wage rates are General Decision Number IL20210018 dated April 23, 2021. The soliciting agency is the Department of the Army Corps of Engineers Chicago District. The response deadline and award date are not specified.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Results.pdf | ||
| W912P621B0018 AMDT 0001.pdf | ||
| 487484_Kenosha Harbor Breakwater FY21_RTA SPECS(18-Aug-21).pdf |
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Text version
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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DETACHED BREAKWATER REPAIR
KENOSHA HARBOR
KENOSHA, WI
KENOSHA COUNTY
K H -B
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PROJECT LOCATION MAP
LOCATION MAP
MINNESOTA
DULUTH
MICHIGAN
LAKE SUPERIOR
INTERNATIO
NAL
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UNDARY
CANADA
SOO
MICHIGAN
LAKE HURON
GEORGIAN
BAY
GREEN BAY
IOWA
DAVENPORT
ILLINOIS
N
OF ENGINEERS
DETROIT DISTRICT
US ARMY CORPS
0 25 75 10050
SCALE OF MILES
CLEVELAND
LAKE
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IE
OHIOINDIANA
FORT WAYNE
CHICAGO
HAVEN
GRAND
LAKE
MICHIGAN
LOCATION
PROJECT
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IN
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WISCONSIN
KENOSHA
VICINITY MAP
G-001
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(PROJECT LOCATION)
DETACHED BREAKWATER
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ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
JOHN GROBOSKI
DATE DATE
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
N/A
ATR TEAM LEADER
N/A, P.E.
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W912P6-21-C-0000
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CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
CHRISTEL JOHNSON
PROJECT MANAGER
CHRISTEL JOHNSON
A U
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AUGUST 20, 2021
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
NOTES SPECIFIC TO THIS TITLE
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
LOCATION ON THE GRID THE TITLE ITEM IS
TEXT SCALE
TITLE OF DETAIL, PLAN OR SECTION
GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
TRUE NORTH
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON SECTION CALL OUT
DIRECTION OF SECTION CUT
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CERTIFIED FINAL DOCUMENTS - RTA
THE SURVEY SHOWN WAS CONDUCTED JULY 2021.4.
AS INDICATING THE GENERAL CONDITION AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
THE SOUNDING DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 3.
(L.W.D.) ELEVATION, 576.8 ABOVE MEAN SEA LEVEL, I.G.L.D. 1955
ALL SOUNDINGS ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM 2.
SOUTH ZONE (4803). NORTH AMERICAN DATUM 1983 (NAD83), US FOOT.
WISCONSIN STATE PLANE COORDIANTE SYSTEM, LAMBERT PROJECTION.
THE GRID COORDIANTE SYSTEM SHOWN IS REFERENCED TO THE 1.
GENERAL NOTES
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N
BREAKWATEREXISTING CONCRETE
BREAKWATEREXISTING CONCRETE
PIERHEAD LIGHT
EXISTING NORTH
NAVIGATION LINE
EXISTING FEDERAL
NAVIGATION LINE
EXISTING FEDERAL
NAVIGATION LINE
EXISTING FEDERAL
NAVIGATION LINE
EXISTING FEDERAL
PARK
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OVERALL EXISTING CONDITIONS PLAN
MICHIGAN
LAKE
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DETACHED BREAKWATER
SUBSTRUCTURE OF
TIMBER CRIB
THROUGHOUT ENTIRE
STONE VOIDS
SCATTERED AREAS OF
EXISTING CONCRETE CAP
DETACHED BREAKWATER
AREAS AROUND
MISSING IN SCATTERED
EXISTING ARMOR STONE
EXISTING ARMOR STONE
DETACHED BREAKWATER
AREAS AROUND
MISSING IN SCATTERED
EXISTING ARMOR STONE
EXISTING ARMOR STONE
DETACHED BREAKWATER
AREAS AROUND
MISSING IN SCATTERED
EXISTING ARMOR STONE
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CHANNEL.
THE PROJECT LIMITS. THERE IS A PUBLIC BOAT LAUNCH AT THE END OF THE
CONTRACTOR VESSELS MAY BE MOORED INSIDE THE BREAKWATER WITHIN 4.
SHIPWRECKS NEAR THE KENOSHA HARBOR.
CONTRACTOR SHALL AVOID TRANSPORT NEAR AREAS OF ARCHAEOLOGICAL 3.
RECREATIONAL VESSELS DURING CONSTRUCTION.
CONTRACTOR SHALL ACCOMMODATE THE PASSAGE OF COMMERCIAL AND 2.
CONTRACTOR TO VERIFY CURRENT CONDITIONS IN THE FIELD.
CONDITIONS SHOWN MAY DIFFER FROM CURRENT CONDITIONS. 1.
GENERAL SHEET NOTES
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:38:18 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_V-101.dgn
O J E
C T I
D
F
IL
E N
A M
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S
T A
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A1
SCALE: 1" = 20' 20' 40'0
N
K H -B
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V -1
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IC
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V-101
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EXISTING DETACHED BREAKWATER
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EXISTING NORTHWESTERLY DETACHED BREAKWATER SITE PLAN
GENERAL SHEET NOTES
R
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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.
TIME.
RESULTS OF A SURVEY MADE IN JULY 2021 CONDITIONS EXISTING AT THIS
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
W P -2
-C -0
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:38:34 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_V-102.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
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A
W I
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N O
S H
A C
O U
N T
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K H -B
W R
V -1
.d g n
A1
SCALE: 1" = 20' 20' 40'0
N
EXISTING SOUTHEASTERLY PORTION OF DETACHED BREAKWATER SITE PLAN
M A
T C
H L
IN
E S
H E
E T V -1
MICHIGAN
LAKE
EXISTING DETACHED BREAKWATER
LINE
NAVIGATION
CHANNEL
FEDERAL
LINE
NAVIGATION
CHANNEL
FEDERAL
P
R O
S S
IN APPROX. 25' SEGMENTS
EXISTING CONCRETE CAP
(HARBOR SIDE)
MICHIGAN
LAKE
CONCRETE CAP
AND MISSING
OF ARMOR STONE
EXISTING SECTION
MAINTAINED)
(U.S.C.G. OWNED/
LIGHT
NAVIGATIONAL
EXISTING
SURVEYED
L.W.D. NOT
THAN 4' BELOW
SURFACE LESS
R
M A
N D
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W P -2
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CERTIFIED FINAL DOCUMENTS - RTA
W P -2
-C -0
A U
G U
S T
7'-6"6'-0"5'-3"4'-0" 6'-0" 5'-3" 4'-0"
30'-0"
EX. RIP-RAP (1 TO 6 TON)
EX. STONE (3 TON AVERAGE)
EX. CONCRETE CAP
SCATTERED VOIDS IN STONE
EX. TIMBER CRIB SUBSTRUCTURE
SCATTERED AREAS OF MISSING RIP-RAP
S O
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IT
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:38:49 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_V-301.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
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A K
W A
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V -3
.d g n
C H
IC
A G
O D
IS
T R
IC
V-301
+7.1
+4.0
0.0 L.W.D. = 577.5'
1.5
B3
SCALE: 1/8" = 1' 0 8'4' 16'
GENERAL SHEET NOTES
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.
R
M A
N D
IG
O
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IS
T
IN
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U M
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T
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T S
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IT
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P
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LAKE SIDEHARBOR SIDE
EXISTING TYPICAL DETACHED BREAKWATER - SECTION H
C H
IC
A G
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IL
L
IN
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S L
A S
A L L E S
T S
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IT
E
P R
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C T I
D
A D
A M K
A R
R
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
CERTIFIED FINAL DOCUMENTS - RTA
WATER LESS THAN -4' L.W.D.
SURVEY NOT CONDUCTED IN
S O
L
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IT
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F
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D
F
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:39:05 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_CD101.dgn
O J E
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W P -2
-C -0
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
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.
TIME.
RESULTS OF A SURVEY MADE IN JULY 2021 CONDITIONS EXISTING AT THIS
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
OPTION 1 OPTION 2 OPTION 3 OPTION 4
LEGEND
A U
G U
S T
BASE
OPTION 4
OPTION 3
OPTION 2
OPTION 1
BASE
LIGHT TO REMAIN
U.S.C.G. BREAKWATER
CRIBBING TO REMAIN
CONCRETE CAP AND
SOUTHWESTERN 75' OF
S O
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IT
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.7
.3
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.0
.1
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.5
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:39:23 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_CD102.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
A1
SCALE: 1" = 20' 20' 40'0
N
K H -B
W R
C
D .d g n
EXISTING DETACHED BREAKWATER
MICHIGAN
LAKE
GENERAL SHEET NOTES
P
R O
S S
(LAND SIDE)
MICHIGAN
LAKE
DOWN TO 2' BELOW L.W.D.
CAP AND WOOD CRIBBING
DEMOLISH CONCRETE
M A
N D
IG
O
T S
M
IT
H
CHANNEL
FEDERAL NAVIGATION
REMAIN
CONCRETE CAP TO
EXISTING GAP IN
ARMOR STONE IN
M A
T C
H L
IN
E S
H E
E T C
D
C H
IC
A G
O D
IS
T R
IC
T
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 O
F
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
DEMOLITION OF NORTHWESTERLY DETACHED BREAKWATER SITE PLAN
P R
O J E
C T I
D
CD-102
A D
A M K
A R
R 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
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.
TIME.
RESULTS OF A SURVEY MADE IN JULY 2021 CONDITIONS EXISTING AT THIS
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
W P -2
-C -0
A U
G U
S T
7'-6"6'-0"5'-3"4'-0" 6'-0" 5'-3" 4'-0"
30'-0"
EX. TIMBER CRIB SUBSTRUCTURE
REMOVE EX. CONCRETE CAP
EX. ARMOR STONE (1 TO 6 TON)
EX. CORE STONE (3 TON AVERAGE)
REMOVE CRIBBING TO L.W.D. -4'0"
AS NEEDED TO EXPOSE CRIBBING
DIG TRENCHES IN EXISTING STONE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:39:40 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_CD301.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
K H -B
W R
C
D .d g n
+7.1
+4.0
0.0 L.W.D. = 577.5'
1.5
B3
SCALE: 1/8" = 1' 0 8'4' 16'
GENERAL SHEET NOTES
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.
R
M A
N D
IG
HARBOR SIDE
LAKE MICHIGAN SIDE
P
R O
S S
T S
M
IT
H
C H
IC
A G
O D
IS
T R
IC
T
TYPICAL DEMOLITION OF AS BUILT BREAKWATER - SECTION H
P R
O J E
C T I
D
A D
A M K
A R
R
CD-301
D E
M O
L
IT
IO
N O
F A
S S
U M
E D
A S B
U
IL
T C
R O
S S S
E C
T
IO
N H
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
W P -2
-B -0
A U
G U
S T
W P -2
-C -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
B
C
D
E
F
G
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D
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IL
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:39:56 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-101.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
A1
SCALE: 1" = 20' 20' 40'0
N
K H -B
W R
C -1
.d g n
M A
T C
H L
IN
E S
H E
E T C -1
MICHIGAN
LAKE
REQUIRED NORTHWESTERLY DETACHED BREAKWATER SITE PLAN
C-101
C H
IC
A G
O D
IS
T R
IC
T
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 O
F
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
M A
N D
IG
O
T S
M
IT
H
P
R O
S S
(LAND SIDE)
MICHIGAN
LAKE
CENTERLINE
BREAKWATER
ELEVATION
BASED ON EXISTING
STONE- VARIES
OF REQUIRED
APPROXIMATE END
STONE SLOPES
LONGITUDINAL
PERPENDICULAR AND
90° TURN BETWEEN
BREAKWATER
OF REQUIRED
EDGE OF TOP
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
P R
O J E
C T I
D
A D
A M K
A R
R
+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.
W P -2
-C -0
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
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
A U
G U
S T
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:40:12 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-102.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
A1
SCALE: 1" = 20' 20' 40'0
N
K H -B
W R
C -1
.d g n
M A
T C
H L
IN
E S
H E
E T C -1
MICHIGAN
LAKE
REQUIRED NORTHWESTERLY DETACHED BREAKWATER SITE PLAN
P
R O
S S
(LAND SIDE)
MICHIGAN
LAKE
CENTERLINE
BREAKWATER
BREAKWATER
OF REQUIRED
EDGE OF PEAK
ELEVATION
BASED ON EXISTING
STONE- VARIES
OF REQUIRED
APPROXIMATE END
+6.75' L.W.D.
+0' L.W.D.
+0' L.W.D.
C-102
M A
N D
IG
O
T S
M
IT
H
NAVIGATION LINE
FEDERAL
+7.75' L.W.D.
APPROX. -7.7' L.W.D.
C H
IC
A G
O D
IS
T R
IC
T
DEPTH
NATURAL LAKE BED
BASED ON SLOPE TO
EP FROM 1989)-
DETERMINED BY THE
PROJECT (AS
MAXIMUM EDGE OF
APPROXIMATE
+6.75' L.W.D.
APPROX. -4' L.W.D.
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
P R
O J E
C T I
D
A D
A M K
A R
R
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
O F 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
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
+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.
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
W P -2
-C -0
A U
G U
S T
EX. STONE (3 TON AVERAGE)
EX. TIMBER CRIB SUBSTRUCTURE
EX. ARMOR STONE (1 TO 6 TON)
EX. SLOPE (1:1.5)
20'-0"
LARGER ARMOR STONE
ADD SMALLER STONE IN GAPS OF
A STONE - 6 TO 10 TON STONE (2 LAYERS @ 4' - 8' TOTAL)
NEW SLOPE (1:2)
B STONE - 750 TO 2,000 LBS (30")
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
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...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-301.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
K H -B
W R
C -3
.d g n
0.0 L.W.D. = 577.5'
B3
SCALE: 1/8" = 1' 0 8'4' 16'
C H
IC
A G
O D
IS
T R
IC
C-301
SHEET LEGEND
- EXISTING STONE FILL
LAKE MICHIGAN SIDE
HARBOR SIDE
P
R O
S S
R
M A
N D
IG
O
T S
M
IT
H
REQUIRED TYPICAL DETACHED BREAKWATER - SECTION H
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
P R
O J E
C T I
D
A D
A M K
A R
R
R E
Q U
IR
E D C
R O
S S S
E C
T
IO
N H
-2 LWD
+8.5 LWD
- B STONE
- A STONE
1.5
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
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
20'
20'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
LEGEND
GENERAL NOTES
1.5
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
0+33.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
0+50.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
1+00.0000
1.5
2 2
1.5
2 2
1.5
1.5
1.5
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.
C-301
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:40:44 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-302.dgn
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T A
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E D B
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E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
C H
IC
A G
O D
IS
T R
IC
C-302
IM
M
O Y
A
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
P R
O J E
C T I
D
A D
A M K
A R
R
S T
A
T
O S
T A
S U
R V
E Y
E D C
R O
S S S
E C
T
IO
N
K H -B
W R
C -3
.d g n
R A
N A M
IS
H
R A P .E
M A
T T L
IN
D E
E N
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
20'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
1+50.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
2+00.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
2+50.0000
1.5
2 2
1.5
2 2
1.5
2 2
1.5
1.5
LEGEND
FILL AREA
EXISTING GROUND
GENERAL NOTES
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.
C-301
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:41:00 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-303.dgn
O J E
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F
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A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
C H
IC
A G
O D
IS
T R
IC
C-303
M
O Y
A
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
P R
O J E
C T I
D
A D
A M K
A R
R
S T
A
T
O S
T A
S U
R V
E Y
E D C
R O
S S S
E C
T
IO
N
K H -B
W R
C -3
.d g n
R A
N A M
IS
H
R A P .E
M A
T T L
IN
D E
E N
W P -2
-C -0
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
A U
G U
S T
20'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
3+00.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
3+50.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
4+00.0000
1.5
2 2
1.5
2 2
1.5
2 2
1.5
1.5
1.5
LEGEND
FILL AREA
EXISTING GROUND
GENERAL NOTES
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.
C-301
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:41:16 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-304.dgn
O J E
C T I
D
F
IL
E N
A M
E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
C H
IC
A G
O D
IS
T R
IC
C-304
M
O Y
A
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
P R
O J E
C T I
D
A D
A M K
A R
R
S T
A
T
O S
T A
S U
R V
E Y
E D C
R O
S S S
E C
T
IO
N
K H -B
W R
C -3
.d g n
R A
N A M
IS
H
R A P .E
M A
T T L
IN
D E
E N
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
20'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
4+50.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
5+00.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
5+50.0000
1.5
2 2
1.5
2 2
1.5
2 2
1.5
1.5
1.5
LEGEND
FILL AREA
EXISTING GROUND
GENERAL NOTES
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.
C-301
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:41:32 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-305.dgn
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E D B
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A K
W A
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R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
C H
IC
A G
O D
IS
T R
IC
C-305
M
O Y
A
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
P R
O J E
C T I
D
A D
A M K
A R
R
S T
A
T
O S
T A
S U
R V
E Y
E D C
R O
S S S
E C
T
IO
N
K H -B
W R
C -3
.d g n
R A
N A M
IS
H
R A P .E
M A
T T L
IN
D E
E N
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
20'
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
6+00.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
6+50.0000
E L E
V A
T
IO
N N
A V
D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
7+00.0000
2 2
1.5
2 2
2 2
1.5
1.5
1.5
LEGEND
FILL AREA
EXISTING GROUND
GENERAL NOTES
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.
C-301
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:41:48 PM 8/18/2021
...\Breakwater Repair FY21\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\KH-BWR_C-306.dgn
O J E
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E
A N
S
T A
C H
E D B
R E
A K
W A
T E
R R
E P
A
IR
K E
N O
S H
A H
A R
B O
R
K E
N O
S H
A
W I
K E
N O
S H
A C
O U
N T
Y
C H
IC
A G
O D
IS
T R
IC
C-306
M
O Y
A
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
P R
O J E
C T I
D
A D
A M K
A R
R
S T
A
T
O S
T A
S U
R V
E Y
E D C
R O
S S S
E C
T
IO
N
K H -B
W R
C -3
.d g n
R A
N A M
IS
H
R A P .E
M A
T T L
IN
D E
E N
W P -2
-C -0
W P -2
-B -0
A U
G U
S T
| 001-KH-BWR__G-001 |
| 002-KH-BWR__G-002 |
| 003-KH-BWR_V-100 |
| 004-KH-BWR_V-101 |
| 005-KH-BWR_V-102 |
| 006-KH-BWR_V-301 |
| 007-KH-BWR_CD101 |
| 008-KH-BWR_CD102 |
| 009-KH-BWR_CD301 |
| 010-KH-BWR_C-101 |
| 011-KH-BWR_C-102 |
| 012-KH-BWR_C-301 |
| 013-KH-BWR_C-302 |
| 014-KH-BWR_C-303 |
| 015-KH-BWR_C-304 |
| 016-KH-BWR_C-305 |
| 017-KH-BWR_C-306 |
File details come from the government source that posted it. Updated .