113983_Burns_Harbor_Breakwater_Repair_FY19_RTA_PLans.pdf
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DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
GRID LETTER/NUMBER
COORDINATE WITH COR.
NOT ALL AVAILABLE FOR USE,
STAGING AREA, 1.66 AC.
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...\Burns Harbor - Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Sheet File - General - General - General - G-002.dgn
®of Engineers
US Army Corps
U .S
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GENERAL NOTES
LEGENDSTANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
DEGREE OF CURVED
DEFLECTION ANGLE
LENGTHL
RADIUSR
CENTER OF CURVATURECC
POINT OF CURVATUREPC
POINT OF ELEVATIONPI
WATER LEVEL
TREE
LINE STYLES
SYMBOLS
VERT./HORIZ. ALIGNMENT ABBREVIATIONS
UTILITY POLE
DETAIL INDICATOR
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
W.L. AT '( )
DRAWING AREA TITLE INDICATOR
BEACON
WEATHER STATION
SECTION INDICATOR
WORK POINTWP
WORK LIMITWL
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
HORIZONTALH
HIGH WATER ELEVATIONHWL
EXPANSION JOINTEJ
ELEVATIONELEV
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
ARMY CORPS OF ENGINEERSACOE
J O
H N G
R O
B O
S K I, P .E
G E
N E
R A
L N
O T
E S L E
G E
N D A
N D S
Y M
B O
L S
L C
V
L
V A
N D
E N
B E
R G P .E
W P -1
-C -0
X
X
J O
H N G
R O
B O
S K I, P .E
G E
N E
R A
L N
O T
E S L E
G E
N D A
N D S
Y M
B O
L S
L C
V
L
V A
N D
E N
B E
R G P .E
A N
S I
D
B U
R N
S H
A R
B O
R
IN
B U
R N
S H
A R
B O
R
W P -1
-B -0
NEW STONE PLACEMENT
MONOLITHIC JOINT
WATER EDGE
PIER OUTLINE
J D
G J
D G
A1
SCALE: NTS
NORTH
PLAN
CALUMET STONE DOCK STAGING LOCATION
SHEET C-101. REFER TO SPECIFICTION SECTION 01 10 00 FOR CONTACT INFORMATION.
5. CONTRACTOR SHALL COORDINATE WITH THE PORT OF INDIANA FOR VEHICULAR ACCESS AS SHOWN ON
4. CONTRACTOR SHALL COORDINATE PLACEMENT AREAS WITH COR. CROSS SECTIONS PROVIDED AS A GUIDE.
PLUS 10% FOR PURPOSES OF SIZING EQUIPMENT.
3. CONTRACTOR SHALL CONSIDER THE UPPER POTENTIAL SIZE OF ARMOR STONE TO BE THE SPECIFIED LIMIT
IS RESPONSIBLE FOR COORDINATING ANY ADDITIONAL LAND-BASED STORAGE AND HANDLING AREAS.
BELOW. COORDINATE WITH COR FOR USE, THE ENTIRE AREA WILL NOT BE AVAILABLE FOR USE. CONTRACTOR
2. CALUMET STONE DOCK AREA IS PROVIDED TO CONTRACTOR AS A LAND BASED STORAGE AREA, SEE FIGURE
FEATURES.
POTENTIAL CONFLICT WITH THE WORK. MAINTAIN ADEQUATE DISTANCE FROM UTILITIES OR OTHER
1. CONTRACTORS SHALL FIELD VERIFY LOCATION OF UTILITIES OR FEATURES THAT CONFLICT WITH OR ARE IN
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
/2
/2
X-###
X#
X-###
X#
ME2130
ME2131
ME21312
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT DESCRIPTION
ELEV. ELEV.
GENERAL NOTES
N
500 0 500 1000
SCALE IN FEET
U .S
A R
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P S O
F E
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IN
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V-001
A N
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W P -1
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O J E
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IN
W P -1
-C -0
X
X
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A S
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D B
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D R
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N B
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IS
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U E D
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
A F
V -0
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L A
U R
A V
A N
D E
N B
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G P .E
E A
K W
A T
E R R
E P
A
IR
F
Y
B U
R N
S H
A R
B O
NORTHING Y
BOAT HARBOR
BURNS SMALL
HARBOR
BURNS WATERWAY
BRASS DISK611.32320618.6072927219.682ME2132
BRASS DISK611.3482320414.0532927166.293ME2131
BRASS DISK610.2092320468.3742927449.276ME2130
EASTING X
/2
/2
WATER DATUM ZERO IS 577.5 FEET ABOVE MEAN WATER LEVEL AT FATHER POINT QUEBEC.
5. SOUNDING DEPTHS AND CONTOURS ARE REFERENCED TO GREAT LAKES DATUM 1985 (IGLD). LOW
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENT ME2132.
(NAVD88) U.S. FEET. (GEOID 12b)
3. CONTROL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
TIME.
DETROIT DISTRICT AND CAN BE CONSIDERED AS INDICATING GENERAL CONDITIONS PRESENT AT THAT
3. THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED IN AUGUST, 2018 BY USACE
FEET.
WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S.
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM, DECEMBER 2018 SURVEYS.
AT THAT TIME. THE CONTROL MONUMENT DATA SHOWN ON THIS SHEET WAS VERIFIED DURING THE
PERFORMED IN DECEMBER 2018 BY USACE CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING
1. THE LAND/OUT-OF-WATER SURVEY CONDITIONS SHOWN ON THIS PLAN SET ARE FROM SURVEYS
TO IN ROUTE 12
HARBOR LIMITS
OUTER BREAKWATER
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-B -0
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A N
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B1
SCALE: 1" = 400'
NORTH
PLAN
800'0 400'
BURNS HARBOR OVERALL PLAN VIEW
SHIP DR
J D
G J
D G
B R
E A
K W
A T
E R R
E P
A
IR
F
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OUTER HARBOR
INDIANA PORT COMMISSION
W E
S T H
A R
B O
R A
R M
E A
S T H
A R
B O
R A
R M
BETHLEHEM STEEL CORORATION
APPROACH CHANNEL
NAUTICAL DR
S A
L M
O N D
R
WATERWAY DR
S U
N D
R
W B
O U
N D
A R
Y R
D
PARAGRAPH 1.15
WITH THE PORT OF INDIANA, SEE SPECIFICATION SECTION 01 10 00
2. VEHICULAR ACCESS TO THE SITE TO BE COORDINATED DIRECTLY
1. HARBOR CHANNEL LIMITS SHOWN FOR CONTRACTOR REFERENCE.
NOTES:
/2
/2
BREAKWATER REPAIR AREA #1
BREAKWATER REPAIR AREA #2
TAKEN AT THIS LOCATION.
SEE SHEET R-001 FOR TYPICAL CROSS SECTION
UNDERWATER REEF LIMITS. NO WORK PROPOSED,
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
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C-102
C -1
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C-102
C -1
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B1
SCALE: 1" = 200'
NORTH
PLAN
400'0 200'
P -1
-C -0
R N
S H
A R
B O
R
IN
B U
R N
S H
A R
B O
R
W P -1
-B -0
BURNS OUTER BREAKWATER PLAN VIEW - REPAIR LOCATIONS
J O
H N G
R O
B O
S K I, P .E
R E
P A
IR
L
O C
A T
IO
N S
B R
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K W
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IE
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R E
P A
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L
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A T
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N S
B R
E A
K W
A T
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L A
N V
IE
W
L C
V
L
V A
N D
E N
B E
R G P .E
A N
S I
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WORK POINT LOCATIONS
J D
G J
D G
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
/2
/2
2331419.172935643.60WP5
2331138.672935130.91WP4
2330103.332932104.46WP3
2330078.082931259.78WP2
2328706.482931278.57WP1
NORTHINGEASTINGPOINT
WP5
WP4
WP2
WP3
AND CONTINUE AT PLACEMENT AREA 2 AS AWARDED QUANTITIES ALLOW.
OPTION AWARDS. PLACEMENT WILL BEGIN AT PLACEMENT AREA 1 BASED ON COR DIRECTION,
REPAIR AREA 2. COORDINATE STONE PLACEMENT LOCATIONS WITH COR BASED ON BASE AND
2. PRIORITY 1 PLACEMENT AREA IS BREAKWATER REPAIR AREA 1, FOLLOWED BY BREAKWATER
1. REFER TO SHEETS CS301 THROUGH CS307 FOR CROSS SECTIONS OF BREAKWATER REPAIR.
NOTES:
WP1
17' TYP.
ELE
VA
TIO
N N
AV
D8
ELE
VA
TIO
N N
AV
D8
4+00
4+50
5+00
5+50
6+00
6+50
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-40
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
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CS301
C S .d g n
CS301
C S .d g n
B1
BURNS OUTER BREAKWATER SECTIONS
P -1
-C -0
R N
S H
A R
B O
R
IN
B U
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S H
A R
B O
R
W P -1
-B -0
J O
H N G
R O
B O
S K I, P .E
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O
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E A
K W
A T
E R S
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L C
V
L
V A
N D
E N
B E
R G P .E
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S K I, P .E
S T
A T
O
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A T
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A N
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SCALE: 1" = 25'
EL. +14 (TYP.)
J D
G J
D G
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
1.75
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICTAION SECTION
5. PLACE TYPE A-2 STONE ALL SECTIONS ON THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REQUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
~17' TYP.
E
LE
V A
TI
O
N N
A V
D
E
LE
V A
TI
O
N N
A V
D
E
LE
V A
TI
O
N N
A V
D
E
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V A
TI
O
N N
A V
D
E
LE
V A
TI
O
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D
E
LE
V A
TI
O
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A V
D
7+50
8+00
9+00
9+50
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100-110-150
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100-110-150
0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100-110-150
-10
-20
-30
-40
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-10
-20
-30
-40
-10
-20
-30
-40
-50
-110
-10
-20
-30
-40
-50
-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100
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CS302
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IN
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A
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SCALE: 1' = 25'
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J D
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1.75
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
5. PLACE TYPE A-2 STONE ALL SECTIONS ON THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REQUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
VA
TIO
N N
AV
D8
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VA
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AV
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ELE
VA
TIO
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AV
D8
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VA
TIO
N N
AV
D8
ELE
VA
TIO
N N
AV
D8
ELE
VA
TIO
N N
AV
D8
10+00
10+50
11+00
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LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
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-10
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0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100-110
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0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110150-10-20-30-40-50-60-70-80-90-100
-10
-20
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-40
-50
-60
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
-10
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-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
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SCALE: 1" = 25'
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J D
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B R
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A T
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A
IR
F
Y
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
5. PLACE TYPE A-2 STONE ALL SECTIONS ON THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
P R
O J E
C T I
D
VA
TIO
N N
AV
D8
ELE
VA
TIO
N N
AV
D8
E
LE
V A
TI
O
N N
A V
D
13+00
13+50
14+00
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-10
-20
-30
-40
-50
-60
-30
-40
-50
-60
-10
-20
-10
-20
-30
-40
-50
-60
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
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E R R
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J O
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L
V A
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E N
B E
R G P .E
A N
S I
D
SCALE: 1" = 25'
EL. +14 (TYP.)
J D
G J
D G
1.75
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
5. TYPE A-2 STONE TO BE PLACED ALL SECTIONS THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
LE
V A
TI
O
N N
A V
D
E
LE
V A
TI
O
N N
A V
D
E
LE
V A
TI
O
N N
A V
D
53+00
53+50
54+50
55+00
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
52+50
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
54+00
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
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B1
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BREAKWATER REPAIR SECTIONS
SCALE: 1" = 25'
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J D
G J
D G
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
1.75
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
5. PLACE TYPE A-2 STONE ALL SECTIONS THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
LE
V A
TI
O
N N
A V
D
E
LE
V A
TI
O
N N
A V
D
E
LE
V A
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O
N N
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D
E
LE
V A
TI
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N N
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D
55+50
56+00
56+50
57+00
57+50
58+00
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
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-50
-10
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-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
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-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110 0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110 0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110 0 10 20 30 40 50 60 70 80 90 100 110-10-20-30-40-50-60-70-80-90-100-110
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BREAKWATER SECTIONS
SCALE: 1" = 25'
EL. +14 (TYP.)
J D
G J
D G
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
1.75
35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
5. PLACE TYPE A-2 STONE ALL SECTIONS THIS SHEET.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
/2
/2
PLACE TYPE A-1 STONE
LAST 100' OF BREAKWATER
PLACE TYPE A-1 STONE
LAST 100' OF BREAKWATER
PLACE TYPE A-1 STONE
LAST 100' OF BREAKWATER
ELE
VA
TIO
N N
AV
D8
ELE
VA
TIO
N N
AV
D8
58+50
59+00
59+50
60+00
60+50
LAKE SIDE (TYP.) HARBOR SIDE (TYP.)
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100-110
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
-10
-20
-30
-40
-50
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100-110
-10
-20
-30
-40
-50
-10
-20
-30
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BREAKWATER REPAIR SECTIONS
SCALE: 1" = 25'
EL. +14 (TYP.)
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35 31 19 PARAGRAPH 3.1.4 FOR REWORKING DETAILS.
6. IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL WIDTH, REFER TO SPECIFICATION SECTION
REMAINDER OF SECTIONS PLACE TYPE A-2. REFER TO SPECIFICATION SECTION 35 31 19 FOR DETAILS.
5. ON THE LAST APPROX. 100' OF BREAKWATER WORK, BEGINNING AT STATION 59+00, CONTRACTOR SHALL PLACE TYPE A-1 STONE.
DEFINED IN SPECIFICATION SECTION 35 31 19.
4. NEW STONE GRADELINES ARE BASED ON NOMINAL DIMENSIONS AND DO NOT REFLECT NEATLINE TOLERENCES
STATIONS MAY REQUIRE ADDITIONAL (OR LESS) ARMOR STONE THAN INDICATED AT THE CROSS-SECTION STATIONS.
3. REPAIR AREAS WITHIN THE CONTRACT LIMITS WHICH ARE NOT REPRESENTED AT THE ABOVE CROSS-SECTION
2. ARMOR STONE SHALL BE PLACED BETWEEN +14 FT AND -30 FT L.W.D.
AT ELEVATION 577.5 MEAN WATER LEVEL AT FATHER POINT, QUEBEC (INTERNATIONAL GREAT LAKES DATUM (IGLD) 1985).
1. THE SOUNDINGS AND ELEVATIONS ARE BASED ON LOW WATER DATUM (LWD), LAKE MICHIGAN 0.00 FEET L.W.D. IS
NOTES:
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UNDERWATER REEF
NORTH BREAKWATER
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IS A TYPICAL SECTION BASED ON THE 2018 SURVEY. REFER TO SHEET C-102 FOR LOCATION OF THE TYPICAL SECTION.
2. 'UNDERWATER REEF' SECTIONS ARE DESIGN SECTIONS FOR THE REEF STRUCTURE. 'TYPICAL REEF SECTION'
1. 'NORTH BREAKWATER' SECTION IS THE DESIGN SECTION FOR THE BURNS HARBOR OUTER BREAKWATER.
NOTES:
| Sheet File - General - General - General - G-001 |
| Sheet File - General - General - General - G-002 |
| SURVEY CONTROL |
| Sheet File - Civil - Civil - Plan - C-101 |
| Sheet File - Civil - Civil - Plan - C-102 |
| Sheet File - Civil - Civil Site - Section - CS301 |
| Sheet File - Civil - Civil Site - Section - CS302 |
| Sheet File - Civil - Civil Site - Section - CS303 |
| Sheet File - Civil - Civil Site - Section - CS304 |
| Sheet File - Civil - Civil Site - Section - CS305 |
| Sheet File - Civil - Civil Site - Section - CS306 |
| Sheet File - Civil - Civil Site - Section - CS307 |
| Sheet File - Resource - Resource - Section - R-301 |
File details come from the government source that posted it.