W912P6-19-B-0004__PLAN_SHEETS_Michigan_City_Breakwater_and_East_Pier_Repair.pdf
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PLAN SHEETS W912P6-19-B-0004
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PROJECT SITE
PROJECT AREA
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SHEET INDEX, VICINITY AND LOCALITY MAPS
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G-001
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G-001
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CHICAGO DISTRICT
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
PROJECT MANAGER
/S/
DATE
DATECHIEF, DESIGN BRANCH
/S/
DATEATR TEAM LEADER
/S/
REVIEWED BY:
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
SHEET INDEX
NN
NN
LOCATION MAP
(N.T.S.)
VICINITY MAP
(N.T.S.)
of Engineers
US Army Corps
MICHIGAN CITY HARBOR
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MICHIGAN CITY, IN
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IN
HEIDI MORITZ, P.E.
MIKE NGUYEN
JOHN GROBOSKI, P.E.
BREAKWATER REPAIR - FY19
REFERENCE DRAWING - ORIGINAL BREAKWATER DESIGN SECTIONR-00123.
EAST PIER - OPTION WORK - REACH L RESURFACINGS-50622.
BOLLARD DETAILS-50521.
EAST PIER - ARMOR PLATE - ANCHORAGE DETAILSS-50420.
EAST PIER - END SECTION ARMOR PLATES AND VARIOUS DETAILSS-50319.
EAST PIER - STA 0+20 TO 0+10 & 0+10 TO 0+0 - ARMOR PLATE DETAILS-50218.
EAST PIER - STA 0+30 TO 0+20 - ARMOR PLATE DETAILS-50117.
EAST PIER - NEW FEATURES - OVERVIEWS-30316.
EAST PIER - DEMOLITIONS-30215.
EAST PIER ORIGINAL CONDITION - CROSS SECTION AND PROFILES-30114.
BREAKWATER SECTIONSCS-30613.
BREAKWATER SECTIONSCS-30512.
BREAKWATER SECTIONSCS-30411.
BREAKWATER SECTIONSCS-30310.
BREAKWATER SECTIONSCS-3029.
BREAKWATER SECTIONSCS-3018.
SITE ACCESS, STORAGE AND STAGINGC-1047.
EAST PIER PLAN VIEWC-1036.
BREAKWATER PLAN VIEWC-1025.
OVERALL SITE PLANC-1014.
SURVEY CONTROL INFORMATIONV- 0013.
TYPICAL SYMBOLS AND NOTESG-0022.
TITLE SHEET, INDEX, VICINITY AND LOCATION MAPSG-0011.
REFERENCENUMBER
TITLE SHEET SHEET
CERTIFIED FINAL DRAWINGS: W912P6-19-B-0004
ISSUE DATE: FEBRUARY 26, 2019
D R
W D
R W
D R
W
/1
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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
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\GENERAL NOTES, LEGEND, SYMBOLS & ABBREVIATIO
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IS
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B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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A R
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A 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
NEW STONE PLACEMENT
MONOLITHIC JOINT
WATER EDGE
PIER OUTLINE
S Y
M B
O L S A
B B
R E
V
IA
T
IO
N S
G E
N E
R A
L N
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E S L E
G E
N D
S Y
M B
O L S A
B B
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V
IA
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N S
G E
N E
R A
L N
O T
E S L E
G E
N D
5. COORDINATE PLACEMENT AREAS WITH COR. CROSS SECTIONS PROVIDED AS A GUIDE.
10%.
4. SIZE EQUIPMENT BASED ON THE UPPER POTENTIAL SIZE OF ARMOR STONE TO BE THE SPECIFIED LIMIT PLUS
3. COORDINATE LAND-BASED STORAGE AND HANDLING AREAS.
WITH THE WORK. MAINTAIN ADEQUATE DISTANCE FROM UTILITIES OR OTHER FEATURES.
2. FIELD VERIFY LOCATION OF UTILITIES OR FEATURES THAT CONFLICT WITH OR ARE IN POTENTIAL CONFLICT
1. PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
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L .V
A N
D E
N B
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G P .E
A N
S I
D
/1
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X-###
X#
X-###
X#
MON C
80-3
80-4
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT DESCRIPTION
ELEV.
GENERAL NOTES
N
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U .S
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C H
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D B
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N B
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IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W
IT
O L
D K
L U
Z A
P R
O J E
C T I
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NORTHING YEASTING X
V -0
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M
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Y H
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B O
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B R
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D A
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M A
N N P .E
D A
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N E B
A N
K H
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D
IGLD85
ELEV.
80-4
MON-C
80-3 2,358,236.773,001,016.13 583.41583.95 BRASS DISC
BRASS DISC
BRASS DISC
3,001,065.23 2,357,836.33 584.71 584.18
3,000,431.66 2,359,412.01 585.32 584.79
0 600' 1200'
6. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENT ME2154.
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 WATER
(NAVD88) U.S. FEET. (GEOID 12b)
4. CONTROL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
DISTRICT AND CAN BE CONSIDERED AS INDICATING GENERAL CONDITIONS PRESENT AT THAT TIME.
3. THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED IN AUGUST, 2018 BY USACE DETROIT
FEET. CONVERSION FROM NAVD88 TO IGLD85 IS EQUAL TO -0.53 FEET.
NORTH AMERICAN DATUM OF 1983 (NAD83) U.S.
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE COORDINATE SYSTEM, WEST ZONE, ON 06DEC2018 BY USACE LRC AND REPRESENTS CONDITIONS EXISTING AT THAT TIME.
1. THE LAND/OUT-OF-WATER SURVEY CONDITIONS SHOWN ON THIS PLAN SET ARE FROM SURVEYS PERFORMED
/1
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OUTER BREAKWATER
EAST PIER
SHEET C-102
SHEET C-103
EAST PIER
ACCESS TO
LIGHTHOUSE
EXISTING
B
R E
A K
W A
T E
R
BEACON
BEACON
PT 3
BREAKWATER
80-1
MON "C"
B R
E A
K W
A T
E R
LAKE MICHIGAN
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
14+00
15+00
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\OVERALL SITE PLAN VIEW
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C-101
W P -1
-C -0
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C -1
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C-101
C -1
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IN
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W P -1
-B -0
B1
SCALE: 1" = 200'
NORTH
PLAN
400'0 200'
MICHIGAN HARBOR PLAN VIEW
J O
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198'
SECTION A
100'
SECTION C
1030'
SECTION B
SECTION TRANSITION AT STA. 2+20
AT STA. 12+50
SECTION TRANSITION
BREAKWATER
B E
A C
O N
B E
A C
O N
P T
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\DETACHED BREAKWATER PLAN VIEW
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W P -1
-B -0
B1
SCALE: 1" = 100' 100' 200'0
NORTH
PLAN
TRUE
N
J O
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DETACHED BREAKWATER PLAN VIEW
GENERAL NOTES
CONTINUE FROM THE LOCATION THE BASE CONTRACT QUANTITY ENDED.
QUANTITY IS MET. IF OPTION 2 IS AWARDED, STONE PLACEMENT WILL
AND CONTINUE SOUTHWEST ALONG THE STRUCTURE UNTIL CONTRACT
2. STONE PLACEMENT WILL START AT THE NORTHEAST END (STA. 13+50)
OF THE BREAKWATER STONE PLACEMENT
1. REFER TO SHEETS C-301 THROUGH C-305 FOR CROSS SECTIONS
D R
W D
R W
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AND STRUCTURAL SHEETS FOR DETAILS
OF PIER, REACH M. REFER TO DETAIL B1
REBUILD NORTHWEST END
LIGHTHOUSE
EXISTING
EXISTING ARMOR STONE
SEE SHEET S-503
LADDERS, LOCATIONS APPROXIMATE.
INSTALL LADDER POSTS TO EXISTING
SEE SHEET S-506.
REACH L, OPTION 3 WORK.
CONCRETE REPAIR WORK,
OPTION 1 WORK.
LOCATIONS APPROXIMATE,
TRIM EXPOSED REBAR,
LOCATION APPROXIMATE
EXISTING BOLLARDS,
REPAIRED, SEE SHEET S-303
6TH BOLLARD NOT TO BE
TO BE REMOVED
EXISTING MOORINGS
BREAKWATER
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST PIER PLAN VIEW
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C-103
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-C -0
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C-103
C -1
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E R R
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W P -1
-B -0
B1
SCALE: 1" = 50' 50' 100'0
J O
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S T P
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W
L C
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L
V A
N D
E N
B E
R G P .E
J O
H N G
R O
B O
S K I, P .E
E A
S T P
IE
R P
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
D
EAST PIER REPAIRS PLAN VIEW
GENERAL NOTES
SEE STRUCTURAL SHEETS
CONCRETE REPAIR LOCATIONS,
LEGEND
NORTH
PLAN
CONDITIONS TO THE SATISFACTION OF THE COR.
DURING CONSTRUCTION, AND REPAIR ANY DAMAGE TO ORIGINAL
5. CONTRACTOR SHALL PROTECT EXISTING LIGHTHOUSE STRUCTURE
REACH L. THIS WORK IS PART OF OPTION 3.
4. REFER TO SHEET S-506 FOR CONCRETE SURFACE REPAIR DETAILS AT
WORK IS PART OF OPTION 1.
3. REFER TO SHEET S-503 FOR LADDER POST INSTALLATION DETAILS. THIS
THE REBUILDING OF THE NORTHEAST END OF THE EAST PIER, REACH M.
2. REFER TO STRUCTURAL SHEETS S-301 THROUGH S-303 FOR DETAILS OF
WORK FOR THE BASE CONTRACT AND OPTIONS 1 THROUGH 3.
1. SECTION 01 11 00 OF THE SPECIFICATIONS PROVIDES A SUMMARY OF
B1
SCALE: 1" = 10'
NORTH
PLAN
EAST PIER REPAIR DETAIL - PLAN VIEW
D R
W D
R W
/1
/2
B1
C-103
BOAT RAMP
STAGING AREA
200' x 40'
80-1
MON "C"
B R
E A
K W
A T
E R
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\STAGING & STORAGE AND SITE ACCESS
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D R
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IN
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IS
S L
A S
A L L E S
T S
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IT
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C H
IC
A G
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IS
T R
IC
T
C-104
W P -1
-C -0
X
X
C -1
.d g n
C-104
C -1
.d
H
IG
A N C
IT
Y
IN
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
W P -1
-B -0
LEGEND
HARBOR
MICHIGAN CITY
F R
A N
K L
IN
S
T R
E E
T
LAKE S
HORE D
RIV
E
P A
R K E
N T
R A
N C
E R
O A
D
TRAIL CREEK
NIPSCO
A1
NORTH
PLAN
ACCESS, STAGING AND STORAGE
SCALE: 150' = 1"
A N
D S
IT
E A
C C
E S
S
S T
A G
IN
G S
T O
R A
G E A
R E
A
A N
D S
IT
E A
C C
E S
S
S T
A G
IN
G S
T O
R A
G E A
R E
A
AREA FOR FLEETING VESSELS
ACCESS GATE
PROVIDE 6' CHAIN LINK FENCE WITH
STAGING & STORAGE AREA
PROVISIONS FOR PORT AUTHORITY CONTACT INFORMATION.
5. REFER TO SPECIFICATION SECTION 01 10 00 GENERAL
CONSTRUCTION.
COMMERCIAL AND RECREATIONAL VESSELS DURING
4. CONTRACTOR SHALL ACCOMMODATE THE PASSAGE OF
VESSELS IN THE CHANNEL.
PORT AUTHORITY FOR FLEETING OF THIER CONSTRUCTION
3. CONTRACTOR TO COORDINATE WITH MICHIGAN CITY
ACCOMMODATE OTHER OPERATIONS AT THIS LOCATION.
2. STAGING AREA MAY BE MODIFIED BY COR TO
AND STORAGE.
ACCESS AND USE OF THE PARKING LOT FOR STAGING
AUTHORITY PRIOR TO BEGINNING WORK TO COORDINATE
1. CONTRACTOR TO CONTACT THE MICHIGAN CITY PORT
NOTES:
J O
H N G
R O
B O
S K I, P .E
L C
V
L
V A
N D
E N
B E
R G P .E
D R
W
J O
H N G
R O
B O
S K I, P .E
L C
V
D R
W
L
V A
N D
E N
B E
R G P .E
A N
S I
D
/1
/2
5 530' TYP. CREST, NO WORK
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
4+50
4+00 5+00
5+50
-10
-20
-30
-10
-20
-30
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30 -
-10
-20
-30 -
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:22:55 AM 2/15/2019
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U .S
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S L
A S
A L L E S
T S
U
IT
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C H
IC
A G
O D
IS
T R
IC
T
J O
H N G
R O
B O
S K I, P .E
O U
T E
R B
R E
A K
W A
T E
R C
R O
S S S
E C
T
IO
N S
C-301
L C
V
L
V A
N D
E N
B E
R G P .E
W P -1
-C -0
X
X
C -3
.d g n
J O
H N G
R O
B O
S K I, P .E
O U
T E
R B
R E
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W A
T E
R C
R O
S S S
E C
T
IO
N S
C-301
L C
V
C -3
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L
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B E
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A N
S
H
IG
A N C
IT
Y
IN
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
W P -1
-B -0
GENERAL NOTES
1.5
+4.0 (TYP.) 1.5
TO PLACING NEW STONE.
3. ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR
WELL WITH THE EXISTING STONE.
STONES TO ENSURE NEW STONE OVERLAY INTERLOCKS
2. CONTRACTOR MAY REMOVE OR REPOSITION EXISTING
SECTION B (SEE SHEET REF-001).
1. PLACE STONE TO MEET THE ORIGINAL DESIGN
LAKESIDE (TYP.) HARBORSIDE (TYP.)
D R
W D
R W
/1
/2
30' TYP.
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
6+50
6+00
7+50
7+00
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:32:39 AM 2/15/2019
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A T
E R R
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A
IR
F
Y
W P -1
-B -0
1.5
1.5EL. +4.0
GENERAL NOTES
TYPICAL SECTION B, SEE SHEET R-001.
1. STATIONS 4+00 THROUGH 13+00 SHALL MATCH
LAKESIDE (TYP.) HARBORSIDE (TYP.)
D R
W D
R W
/1
/2
E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
8+50
8+00
9+50
9+00
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50 0 10 20 30 40 50-10-20-30-40-50
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
11:33:21 AM 2/15/2019
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1.5
GENERAL NOTES
EL. +4.0
THROUGH 12+50.
2. MINIMAL STONE REPAIR REQUIRED STATIONS 10+00
TYPICAL SECTION B, SEE SHEET R-001.
1. STATIONS 4+00 THROUGH 13+00 SHALL MATCH
A1
SCALE: 1" = 15' 15' 30'0
DETACHED BREAKWATER CROSS SECTIONS - SECTION B
LAKESIDE (TYP.) HARBORSIDE (TYP.)
D R
W D
R W
/1
/2
E
V A
T
IO
N N
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D
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10+50
10+00 11+00
11+50
12+00
-10
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-10
-20
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-40
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-10
-20
-30
-40
0 10 20 30 40 50-10-20-30-40-50
-10
-20
-30
-50
-10
-20
-50 0 10 20 30 40 50-10-20-30-40
0 10 20 30 40 50-10-20-30-40
-10
-20
-30
-10
-20
-10
-20
-30
-10
-20
-30
0 10 20 30 40 50-10-20-30-40-50
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DETACHED BREAKWATER CROSS SECTIONS - SECTION C
GENERAL NOTES
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1. NO STONE TO BE PLACED STATIONS 10+00 TO
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D R
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0 10 20 30 40 50-10-20-30-40-50
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E N
B E
R G P .E
A N
S
H
IG
A N C
IT
Y
IN
B R
E A
K W
A T
E R R
E P
A
IR
F
Y
W P -1
-B -0
GENERAL NOTES
A1
SCALE: 1" = 15' 15' 30'0
DETACHED BREAKWATER CROSS SECTIONS - SECTION C
13+30 TO 13+50.
WITH STONE AS SHOWN IN SECTIONS
OF BREAKWATER SHALL BE REPAIRED
ARE DAMAGED, AND THE ENTIRE WIDTH
3. THE LAST TWO PANELS OF SECTION C
10' IN SECTION C.
2. NOTE SECTIONS ARE SHOWN EVERY
SECTION C (SEE SHEET R-001).
TO 13+30. SECTION ALREADY AT DESIGN
1. NO STONE PLACEMENT STATIONS 12+50
LAKESIDE (TYP.) HARBORSIDE (TYP.)
D R
W D
R W
/1
/2
30' TYP.
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
13+20.0000
E L E
V A
T
IO
N N
A V
D
13+30.0000
E L E
V A
T
IO
N N
A V
D
13+40.0000
E L E
V A
T
IO
N N
A V
D
13+50.0000
-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 50-10-20-30-40-50-60-70-80
0 10 20 30 40 50-10-20-30-40-50-60-70-80
0 10 20 30 40 50-10-20-30-40-50-60-70-80
13+10.0000
0 10 20 30 40 50-10-20-30-40-50-60-70-80
-10
-20
-30
-40
-10
-20
-30
-40
-10
-20
-30
-10
-20
-30 0 10 20 30 40 50-10-20-30-40-50-60-70-80
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...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\Sheet File - Civil - Civil - Section - C-306
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D A
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C O
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D R
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IS
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S K I, P .E
L C
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L
V A
N D
E N
B E
R G P .E
W P -1
-C -0
X
X
C -3
.d g n
J O
H N G
R O
B O
S K I, P .E
L C
V
C -3
.d g n
L
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A N
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IN
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E P
A
IR
F
Y
W P -1
-B -0
X
X
GENERAL NOTES
EL. +10.5
1.5
A1
SCALE: 1" = 15' 15' 30'0
DETACHED BREAKWATER CROSS SECTIONS - SECTION C
WITH STONE AS SHOWN IN SECTIONS 13+30 TO 13+50.
THE ENTIRE WIDTH OF BREAKWATER SHALL BE REPAIRED
3. THE LAST TWO PANELS OF SECTION C ARE DAMAGED, AND
2. NOTE CROSS SECTIONS ARE SHOWN EVERY 10' IN SECTION C.
(SEE SHEET R-001).
SECTION ALREADY MEETS DESIGN SECTION C.
1. MINIMAL TO NO STONE PLACEMENT STATIONS 12+50 TO 13+30.
LAKESIDE (TYP.)
HARBORSIDE (TYP.)
D R
W D
R W
B R
E A
K W
A T
E R C
R O
S S S
E C
T
IO
B
E A
K W
A T
E R C
R O
S S S
E C
T
IO
/1
/2
C-306
30'-0"± 30'-0"±
30'-0"± 30'-0"±
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
2 3 4 5 6 7 8 9 10
SHEET ID
L.W.D. = 0.0
LAKE SIDE CHANNEL SIDE
-3.5'±
STONE
TYPE - A
L.W.D. = 0.0
-3.5'±
LAKE SIDE CHANNEL SIDE
4'-4"Ø 4'-4"Ø
+2.0'±
+7.0'±
STONE
TYPE - A
L.W.D. = 0.0
-3.5'±
LAKE SIDE CHANNEL SIDE
+4.0'±
+10.3'±
4'Ø 4'Ø 4'Ø
STONE
TYPE - A
LAKE SIDE
4'Ø
4'-4"Ø
STONE
TYPE - A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:51:46 PM 2/22/2019
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T S
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S-301
M A
N
K
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K W
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A C
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D F
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.d g n
W P -1
-C -0
X
X
A N
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H
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IT
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IN
B R
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K W
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A
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F A
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C R
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S S
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T
IO
N S P
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D
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N
E A
S T P
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S-301
M A
N
D F
K
IR
K W
A L L
A C
E
STA. 0+00 TO 0+10
REACH M - EAST PIER
STA. 0+10 TO 0+20
REACH M - EAST PIER
STA. 0+20 TO 0+30
REACH M - EAST PIER
PROFILE
REACH M - EAST PIER
/1
/2
COMPLETE THE WORK.
3. CONTRACTOR SHALL PROVIDE TEMPORARY COFFERDAMS AS REQUIRED TO
EXISTING STRUCTURE.
2. REMOVAL OF TOP STONE SHALL BE LIMITED TO MAINTAIN THE STABILITY OF THE
EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK.
1. ORIGINAL SURFACES ARE SEVERLY WEATHERED. CONTRACTOR SHOULD VERIFY
NOTES:
30'-0"±
REMOVE EXISTING MOORINGS
30'-0"±
30'-0"± 30'-0"±
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
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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
2 3 4 5 6 7 8 9 10
SHEET ID
L.W.D. = 0.0
LAKE SIDE CHANNEL SIDE
-3.5'±
STONE
TYPE - A
L.W.D. = 0.0
-3.5'±
LAKE SIDE CHANNEL SIDE
4'-4"Ø 4'-4"Ø
+2.0'±
+7.0'±
STONE
TYPE - A
L.W.D. = 0.0
-3.5'±
LAKE SIDE CHANNEL SIDE
+4.0'±
+10.3'±
4'Ø 4'Ø 4'Ø
STONE
TYPE - A
LAKE SIDE
4'Ø
4'-4"Ø
STONE
TYPE - A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:34:14 AM 2/15/2019
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M A
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S-302
M A
N
D F
K
IR
K W
A L L
A C
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STA. 0+00 TO 0+10
REACH M - EAST PIER
STA. 0+10 TO 0+20
REACH M - EAST PIER
STA. 0+20 TO 0+30
REACH M - EAST PIER
PROFILE
REACH M - EAST PIER
M O
L
IT
IO
M O
L
IT
IO
N
SHORING TO COMPLETE THE WORK.
OF THE EXISTING STRUCTURE. PROVIDE ANY NECESSARY
5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STABILITY
JEPORDIZE THE INTEGRITY OF THE STRUCTURE.
DEGREE OF STONE REMOVAL IS MINIMAL ENOUGH AS TO NOT
CONDITION, PRIOR TO PROJECT COMPLETION. ENSURE
WORK. RETURN ALL STONE TO PREVIOUS LOCATION AND
4. RELOCATE ARMOR STONE AS REQUIRED TO PERFORM THE
3. EXISTING BOLLARDS ARE TO REMAIN.
REMOVAL ZONE.
2. CUT AND REMOVE REINFORCING STEEL WITHIN THE 2"
SLOPED SURFACES, AS INDICATED BY HATCHED AREA.
1. REMOVE 2" (TYP.) OF CONCRETE FROM HORIZONTAL AND
NOTES:
/1
/2
5'-0"Ø 5'-0"Ø
30'-0"±
5'-0"Ø 5'-0"Ø 5'-0"Ø
30'-0"±
5'-0"Ø
5'-0"Ø
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L
IC
IT
A T
IO
N N
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D B
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D E
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IP
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N
A
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D B
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D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
L.W.D. = 0.0
LAKE SIDE CHANNEL SIDE
STONE
TYPE - A
L.W.D. = 0.0
LAKE SIDE CHANNEL SIDE
STONE
TYPE - A
L.W.D. = 0.0
LAKE SIDE CHANNEL SIDE
STONE
TYPE - A
LAKE SIDE
STONE
TYPE - A
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:36:59 AM 2/15/2019
...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST PIER - NEW FEATURES - OVERVIEW
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STA. 0+00 TO 0+10
REACH M - EAST PIER
STA. 0+10 TO 0+20
REACH M - EAST PIER
STA. 0+20 TO 0+30
REACH M - EAST PIER
PROFILE
REACH M - EAST PIER
O V
E R
V
IE
W
N E
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W F
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R E
S
USACE ENGINEER MANUAL 385-1-1, AS APPLICABLE.
SURFACE. METHOD SELECTED MUST COMPLY WITH
TO INSTALL ANCHORS INDICATED BELOW THE WATER
5. CONTRACTOR MAY DETERMINE THE MEANS NECESSARY
LIMITS AND SCOPE OF THIS PROJECT.
ON THE LIGHTHOUSE LEVEL IS OUTSIDE THE WORK
REPAIR UNDER THIS CONTRACT; THE SIXTH BOLLARD
4. ONLY THE 5 BOLLARDS SHOWN ARE SCHEDULED FOR
AROUND EACH BOLLARD, FOR CRACK CONTROL.
3. MINIMUM 1 HOOP REINFORCEMENT, PER MAT,
2. TYPICAL DIMENSIONS SHOWN ON DETAIL SHEETS.
#6 BAR @ 12" O.C.
1. NEW SURFACE INSTALLED AT 14" WITH 2 MATS OF
NOTES:
/1
/2
8" 12⅞"
8"12⅞"
/2
4"
STEEL STUD (TYP.)
¾"Ø 4" LONG HEADED
1'-6"1'-6"1'-6"1'-6"
1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"
2'-6"7'-6"
1'-0"1'-0"
4"⅜" THICK END CAP
⅜" THICK JOINT PLATE
ANCHOR STRAP (TYP.)
30°
8"
2 1/2 "
5 1/2 "
1 1/2 "
/2 " 3½"
2'-0"
TO THE INSIDE FACE OF THE STEEL PLATE (TYP.)
⅜" THICK STRAP ANCHOR. SHOP OR FIELD WELDED
S O
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D R
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N B
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IS
S
U E D
A T
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
30°
30°
6" R 6" R
6" R
6" R
30°
30°
JOINT PLATE
TYPICAL FOR
C.L. OF 1" SLOTTED HOLE
5/16
A
A
SECTION A-A SECTION B-B
B
B
6" R
S O
L
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IT
A T
IO
N N
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D B
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D E
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D B
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D R
A W
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IS
S
U E D
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E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:54:39 AM 2/15/2019
...\Michigan City Harbor Breakwater Repair FY19\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\EAST PIER - STA. 0+30 TO 0+20 - ARMOR PLATE
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M A
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A N
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B R
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K W
A T
E R R
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F
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W P -1
-B -0
F A
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A R
M O
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S-501
M A
N
D F
K
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K W
A L L
A C
E
C3
ARMOR PLATE DETAIL - STA. 0+30 TO 0+20
SCALE: 1 1/2" = 1' 1' 2'0 6"
A1
SCALE: 1" = 1' 0 1' 2'6" A4
ANCHOR NOTCH DETAIL
SCALE: 3" = 1' 6"0 3" 1' A7
ANCHOR STRAP DETAIL
END CAP DETAIL
PROFILE IS ACCEPTABLE.
MITERED JOINTS TO PRODUCE THE CURVED
PENETRATION WELD, AS ADVANTAGEOUS, I.E.
PLATES IN SEGMENTS, JOINTED BY FULL
4. CONTRACTOR MAY FABRICATE THE ARMOR
OTHERWISE SHOWN.
" THICK UNLESS 8
3. ALL PLATES ARE
WILL FIT. GROUT IN PLACE, AS REQUIRED.
CUT OR REMOVED TO ENSURE END CAP
2. EXISTING CONCRETE MAY NEED TO BE
MIRROR DETAIL FOR LAKE-SIDE PLATE.
1. DETAIL FOR CHANNEL-SIDE PLATE;
NOTE:
/1
/2
8" 12⅞"
8"12⅞"
8" 12⅞"
4"
STEEL STUD (TYP.)
¾"Ø 4" LONG HEADED
1'-6"1'-6"1'-6"1'-6"
1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"
2'-6"7'-6"
4"
⅜" THICK JOINT PLATE
4"1'-0"
4"
/2
8"4"
6" 4"
⅜" THICK JOINT PLATE
S O
L
IC
IT
A T
IO
N N
O
D E
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D E
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D A
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C
SECTION C-C
SECTION D-D
C
SECTION F-F
SECTION E-E
SECTION G-G
D
D
E
E
F
F
G G
30°
30°
6" R 6" R
6" R
6" R
30°30°
JOINT PLATE
TYPICAL FOR
6" R
30°
30°
6" R
DETAIL
LADDER
SEE
6" R
JOINT PLATE
TYPICAL FOR
5/16
5/16
C.L. OF 1" SLOTTED HOLE
C.L. OF 1" SLOTTED HOLE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:56:34 AM 2/15/2019
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ARMOR PLATE DETAIL - STA. 0+20 TO 0+10 & 0+10 TO 0+00
SCALE: 1 1/2" = 1' 1' 2'0 6" PROFILE IS ACCEPTABLE.
MITERED JOINTS TO PRODUCE THE CURVED
PENETRATION WELD, AS ADVANTAGEOUS, I.E.
PLATES IN SEGMENTS, JOINTED BY FULL
3. CONTRACTOR MAY FABRICATE THE ARMOR
OTHERWISE SHOWN.
" UNLESS 8
2. ALL PLATES ARE
LAKE-SIDE PLATE.
PLATE; MIRROR DETAIL FOR
1. DETAIL FOR CHANNEL-SIDE
NOTE:
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1'-0"2'-0"2'-0"2'-0"2'-0"1'-0"
1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"
10'-0"
8" 12⅞"
4"
⅜" THICK ARMOR PLATE
⅜" THICK JOINT PLATE
⅜" THICK PLATE LADDER RUNG (TYP.)
1" ROUGH BAR
⅜"
⅜
4"
(AS APPLICABLE)
EPOXY RESIN
CAST IN PLACE OR
1" THREADED ROD
OF CONCRETE
FINAL ELEVATION
THREADED CAP
WITH CONCRETE AND A
GALVANIZED PIPE FILLED
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2 3 4 5 6 7 8 9 10
SHEET ID
30°
30°
6" R
C.L. OF 1" SLOTTED HOLE
⅜ JOINT FINISH
TYPICAL FOR
6" R
30°
30°
¼
¼
4 @ 2"
¼
LADDER RUNG
TYPICAL FOR
¼
¼
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END SECTION ARMOR PLATE
1' 2'0 6"SCALE: 1 1/2" = 1' SEE NOTE 1
D8
JOINT PLATE CONNECTION DETAIL
SCALE: 6" = 1' 3"0 6"1-1/2"
A2
SCALE: 1 1/2" = 1'
LADDER ASSEMBLY DETAILS
1' 2'0 6" A6
LADDER POST DETAIL
(SUCH AS 1" BOLTS AT 6")
ENVIRONMENT FOR CONCRETE PLACEMENT.
CONNECTION METHOD THAT DEVELOPS A SIMILAR DRY
SUBMIT DESIGN FOR ALTERNATE JOINT PLATE
CONTRACTING OFFICER APPROVAL, CONTRACTOR MAY
6. AT CONTRACTOR CONVENIENCE, AND SUBJECT TO
" THICK UNLESS OTHERWISE SHOWN.8
5. ALL PLATES ARE
FROM EDGE OF ARMOR PLATE.
EXISTING ARMOR PLATE LADDERS. SET PIPE 3"
4. LADDER POSTS FOR INSTALLATION AT ALL NEW OR
ASSEMBLY AT A 4" RADIUS FROM CENTER OF HOLE.
THAT ARE EXPOSED TO THE INTERIOR OF LADDER
3. ROUND THE CORNER OF ANCHOR BOLT WASHER PLATES
AQUATIC CONDITIONS.
WITH BRIGHT YELLOW PAINT, SUITABLE FOR USE IN
2. PAINT RUNGS AND INTERIOR OF LADDER ASSEMBLY
CONSTRUCTION METHODS.
ON EITHER END OF PLATE, AS ADVANTAGEOUS TO
EDGE OF THE PIER. ATTACH 6" WIDE JOINT PLATE (TYP.)
1. END SECTION REQUIRES 3 PLATES TO COVER THE
NOTE:
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3" CLEAR COVER (TYP.)
C L E
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GROUT IN PLACE, 18" MINIMUM EMBEDMENT (TYP.)
20" #5 BENT DOWEL WITH 90° BEND @ 18", EPOXY
SEE NOTE 2
RUBBER SEAL (TYP.)
EXISTING STRUCTURE. 1'-0" MINIMUM EMBEDMENT (TYP.)
1" DIA. THREADED ROD EPOXY GROUTED INTO THE
⅜" x 4" x 4" WASHER PLATE
#6 @ 12" (TYP.)
2 LAYERS
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IN
EXISTING STRUCTURE. 18" MINIMUM EMBEDMENT (TYP.)
1.5" DIA. THREADED ROD EPOXY GROUTED INTO THE
EXISTING STRUCTURE. 1'-0" MINIMUM EMBEDMENT (TYP.)
1" DIA. THREADED ROD EPOXY GROUTED INTO THE
#6 @ 12" (TYP.)
2 LAYERS
⅜" x 4" x 4" WASHER PLATE
M
IN
EXISTING STRUCTURE. 18" MINIMUM EMBEDMENT (TYP.)
1.5" DIA. THREADED ROD EPOXY GROUTED INTO THE
#6 @ 12" (TYP.)
2 LAYERS
1'-0" MINIMUM EMBEDMENT (TYP.)
INTO THE EXISTING STRUCTURE.
1" DIA. THREADED ROD EPOXY GROUTED
⅜" x 4" x 4" WASHER PLATE
EXISTING STRUCTURE. 18" MINIMUM EMBEDMENT (TYP.)
1.5" DIA. THREADED ROD EPOXY GROUTED INTO THE
M
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BETWEEN
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JOINTS NOT TO EXCEED DEPTH OF ⅜", I.E. THE THICKNESS OF THE ARMOR PLATE.
3. INSTALL TOOL JOINTS AT BOTTOM OF EACH SLOPE, FOR THE WIDTH OF THE PIER.
2. INSTALL RUBBER SEALS IN COMPLIANCE WITH SPECIFICATION SECTION 05 50 00.
1. SEE ARMOR PLATE DESIGN SHEETS FOR DIMENSIONS OF STEEL FIXTURES.
NOTES:
C1
ARMOR PLATE REPAIR DETAIL - STA. 0+30 TO 0+20
1' 2'0 6" C4
ARMOR PLATE REPAIR DETAIL - STA. 0+20 TO 0+10
1' 2'0 6" C7
ARMOR PLATE REPAIR DETAIL - STA. 0+10 TO 0+00
1' 2'0 6"
E8
TOOL JOINT DETAIL
1' 2'0 6"
SCALE: 1 1/2" = 1' SEE NOTE 1 SCALE: 1 1/2" = 1' SEE NOTE 1 SCALE: 1 1/2" = 1' SEE NOTE 1
SCALE: 1 1/2" = 1' SEE NOTE 3
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ELEVATION
FINAL CONCRETE
#6 BAR HOOP REINFORCEMENT
EXISTING CONCRETE #6 @ 12"
⅜" STEEL CASING
STEEL STUD (TYP.)
¾"Ø 2" LONG HEADED
5'-0"
ELEVATION
CONCRETE
DEMOLISHED
NEW STEEL CASING
EXISTING BOLLARD AND
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EXISTING BOLLARD
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AND NEW STEEL CASINGS (MINUS STUDS) AS DRAWN.
ENSURE 3" CLEARANCE BETWEEN EXISTING BOLLARDS
FIELD VERIFY DIMENTIONS OF EXISTING BOLLARDS TO
2. EXISTING BOLLARDS MAY NOT BE PERFECTLY ROUND.
1. FIVE BOLLARDS ARE TO BE REPAIRED AS SHOWN.
NOTE:
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¼"
⅛
SEALANT
(TOP SHALL BE ⅛" BELOW TOP OF CONCRETE)
HOT-POURED OR COLD APPLIED SEALANT
½
(TO REMAIN)
BASE OF STAIRS
(TO REMAIN)
8"X8" RAILING POST
(TO REMAIN)
CABLE CONDUITS
27'-0"'
51'-0"'
2'-0"' 6'-0"'
CATWALK
OVERHEAD
(TO REMAIN)
14" CATWALK SUPPORT
(REMOVE)
10" DEPRESSION
(REMOVE)
OBSOLETE WARNING SIGN
(REMOVE)
OBSOLETE 3" RAILING POSTS
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F2
CONTROL JOINT DETAIL
1' 2'0 6"SCALE: 1 1/2" = 1' SEE NOTE 2
N.T.S. N.T.S.
A3
PLAN VIEW OF REACH L REPAIR SECTION
SCALE: 3/8" = 1' 4'0 2' 8'
AS DIRECTED BY CONTRACTING OFFICER.
3. PLACE CONTROL JOINTS TO CORRESPOND WITH JOINTS IN EXISTING STURCTURE, OR
SOUTHERN, ABUTTING SURFACE.
ENSURE FINAL ELEVATION OF NEW CONCRETE MATCHES EXISTING ELEVATION OF
2. REMOVE 10" (TYP.) OF EXISITING SURFACE IN PREPARATION FOR RESURFACING WORK.
VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK.
HISTORICAL STRUCTURE DURING THE COURSE OF THE WORK. CONTRACTOR SHOULD
CONTRACTOR WILL TAKE THE UTMOST CARE TO PROTECT AND PRESERVE THE
1. CATWALK AND RELATED STRUCTURES ARE PROTECTED HISTORICAL LANDMARKS.
NOTES:
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1. DESIGN OUTER BREAKWATER SECTIONS PROVIDED FOR CONTRACTOR REFERENCE.
NOTES.
/1
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File details come from the government source that posted it.