W912QR20B0013AppendixI-0000.pdf
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- Attached to
- Olmsted L&D 53 Marine Demo: Phase II
- Solicitation number
- W912QR20B0013
About this file
This document provides details on a federal contract solicitation for demolition and removal work at Lock and Dam 53 on the Ohio River. The solicitation was issued by the U.S. Army Corps of Engineers Louisville District for work with an estimated construction cost between $10-25 million under NAICS code 237990. Responses are due through the ProjNet system by the date specified in Section 002100. The solicitation will be awarded as a full and open procurement and requires a 10% price evaluation preference for qualified HUBZone small businesses. Offerors must comply with System for Award Management registration requirements and submit any technical questions through the ProjNet Bidder Inquiry system.
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US Army Corps of Engineers
Louisville District
P2# 112574, FY 2017
OLMSTED, ILLINOIS
53 REMOVAL
LOCK AND DAM
ILLINOIS
KENTUCKY
PROJECT LOCATION
- SHEETS CG301 - CG306, ALL DETAILS NIC
- SHEET CS301, DETAILS C1 AND F1 ARE NIC
- SHEET CS103, ALL WORK NIC
- SHEET CS101, ALL WORK FROM PIER 2 TO THE KENTUCKY BANK IS NIC
- SHEET CD305, ALL DETAILS EXCEPT PIER 1 ARE NIC
IS NOT IN CONTRACT (NIC)
- SHEET CD102 AND CD104, ALL WORK FROM SHEET KEYNOTE 5 (PIER 2) TO THE KENTUCKY BANK
- SHEET G003, SEQUENCE OF WORK ITEMS 7 & 8
SHOWN ON THESE DOCUMENTS EXCEPT THE FOLLOWING:
THE WORK ASSOCIATED WITH W912QR-04-C-0004 MODIFICATION CASE 0391 INCLUDES EVERYTHING
PHASE 1
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W912QR-04-C-0004 CASE 0391
CERTIFIED FINAL DESIGN DRAWINGS
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
Reviewed by:*
Approval Recommended:*
Approved:*
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
QUALITY CONTROL
PE/A
ENGINEERING DIVISION, CHIEF
DATE
DATE
DATE
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
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11. REMOVE BUOY TO UPSTREAM ANCHOR CHAIN (APPENDIX D)
END OF LOW WATER SEASON
a. INSTALL STONE PROTECTION WHEN TO GRADE OR AT THE
10. STONE PROTECTION
AT EL. 280.00
b. DEMOLISH CONCRETE ANCHORAGE AND CUT PILING
a. DISPOSE FLOATING MOORING BUOYS
(LAST ITEM TO BE REMOVED WITH COR APPROVAL)
9. FEDERAL FLOATING MOORING BUOY (APPENDICES B AND F) REMOVAL
e. DISPOSE OF MATERIAL IN SCOUR HOLE DISPOSAL AREA
d. DEMOLISH PIERS 2, 3, AND 4
c. DEMOLISH PIER 5 AND CONCRETE FIXED WEIR
b. REMOVE AND RECYCLE ALL BEARTRAPS
a. REMOVE ROCK DIKE TO EL. 280.00
8. BEAR TRAP PIER DEMOLITION
e. DISPOSE OF MATERIAL IN SCOUR HOLE DISPOSAL AREA
KENTUCKY BANK
d. PROVIDE SCOUR PROTECTION ALONG DISTURBED
c. CUT TIMBER AND SHEET PILING
b. EXCAVATE FIXED WEIR CROSS SECTION
a. EXCAVATE FIXED WEIR OVERBURDEN
7. FIXED WEIR DEMOLITION
a. REMOVE LOCK ACCESS RAMP; DISPOSE OF IN LOCK CHAMBER DISPOSAL AREA
6. LOCK ACCESS RAMP DEMOLITION
DISPOSAL AREA
c. DISPOSE OF MATERIAL IN LOCK CHAMBER DISPOSAL AREA AND SCOUR HOLE
b. DEMOLISH CONCRETE MONOLITHS
a. DEMOLISH CELLS
5. RIVER CHAMBER DEMOLITION
b. DEMOLISH RIVER WALL; DISPOSE OF IN LOCK CHAMBER DISPOSAL AREA
a. DEMOLISH APPROACH WALLS; DISPOSE OF IN LOCK CHAMBER DISPOSAL AREA
4. LAND CHAMBER LOCK DEMOLITION
d. COVER WICKETS IN SCOUR HOLE WITH STONE PROTECTION
c. PIER 1 DEMOLITION
b. NAVIGATION PASS WICKET REMOVAL
a. CHANOINE AND BEBOUT WICKET REMOVAL
3. WICKET REMOVAL (ONCE OLMSTED LOCK AND DAM NAVIGABLE PASS IS OPERATIONAL)
2. REMOVE ALL MITER GATES AND RECYCLE
b. DISCONNECT POWER AND PULL LINES
a. FLUSHING AND REMOVAL OF MECHANICAL HYDRAULIC EQUIPMENT AND PIPING
FROM POWER HOUSE TO DAM
1. DECOMMISSIONING OF LOCK AND DAM 53 ELECTRICAL AND MECHANICAL SYSTEMS
RECOMMENDED SEQUENCE OF WORK
10. ALL ELEVATIONS SHOWN IN OHIO RIVER DATUM.
APPENDIX C.
REFERENCED AS-BUILTS AND SPECIFICATION PHOTO
HANDRAILS, MISCELLANEOUS METALS ETC. REFER TO
9. DEMOLITION PLANS DO NOT SHOW GRATINGS, PLATES,
FEBRUARY 1, 2017; SEE SHEET VH-101.
8. HYDROGRAPHIC SURVEY INFORMATION DATED
SHALL BE +/- 6 INCHES.
7. TOLERANCE FOR ALL STONE PROTECTION ELEVATIONS
BE +0 FT, -1 FT.
6. ALL DEMOLITION TOLERANCES AT EL. 280.00 SHALL
SPECIFICATIONS.
HOLE DISPOSAL AREA AND COVERED PER
5. ALL WICKETS SHALL BE PLACED IN SCOUR
FOR DISPOSAL.
INDIVIDUAL WICKETS DO NOT NEED TO BE DISASSEMBLED
REMOVED FROM THE WICKET DAM BY THE CONTRACTOR.
4. ALL WICKETS, PROPS, FRAMES AND HORSES SHALL BE
L & D 53 SHALL BE COORDINATED WITH COR.
BY EMPLOYEES. EMPLOYEE PARKING AT OLMSTED AND AT
CONTRACTOR SHALL ENSURE RIVER IS ACCESSED SAFELY
RIP RAP WORK AND SUPPLY SHALL BE BY RIVER ACCESS.
WORK IN THE POWER HOUSE AREA. ALL HEAVY MARINE, AND
3. LAND ACCESS IS ONLY FOR ELECTRICAL AND MECHANICAL
BY USACE.
IS SHIFTED. REQUESTS MUST BE APPROVED
THE NAVIGABLE PORTION OF THE RIVER
WITH USACE AND INDUSTRY BEFORE THE
2. NAVIGATION NOTICES SHALL BE COORDINATED
AT ALL TIMES DURING DEMOLITION PROCEDURES.
1. OHIO RIVER NAVIGATION SHALL BE MAINTAINED
GENERAL
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
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9+00B
9+63B
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260 2
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270 270 2 0 2
0 27
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290290290290290290
290 290 290
L D -D
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CL DAM 53 CL DAM 53
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CONTRACTOR WORK LIMITS
400'0 200'
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N 1 975 111.80
E 683 387.96
N 1 972 828.47
E 680 745.58
OHIO RIVER
FLOW
N 1,974,541.63
E 683,631.25
N 1,973,565.39
E 682,171.99
N 1,972,530.47
E 681,304.04
N 1,974,596.54
E 682,328.33
N 1,974,343.54
E 682,121.97
N 1,969,966.56
E 683,156.01
N 1,970,655.90
E 684,386.37
N 1,970,558.14
E 684,772.95
N 1,974,401.33
E 682,496.05
N 1,973,809.98
E 681,881.42
N 1,973,913.48
E 681,791.27
N 1,974,089.26
E 682,002.69
N 1,971,956.07
E 686,117.60
N 1,974,405.06
E 682,642.38
N 1,974,541.63
E 683,631.25
N 1,972,991.91
E 681,392.35
N 1,972,726.71
E 681,349.20
CELL NO. 4
MOORING
FUTURE
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
DISPOSAL AREA
DISPOSAL AREA SHALL EXTEND ABOVE ELEVATION 270.00.
NO DISCARDED MATERIAL PLACED IN SCOUR HOLE
SHALL BE PLACED IN THE SCOUR HOLE DISPOSAL AREA.
DISPOSAL AREA HAS BEEN FILLED, REMAINING MATERIAL
2. SCOUR HOLE DISPOSAL AREA - ONCE LOCK CHAMBER
IS APPROX. 50,000 CY.
AND CS301 FOR PROPOSED FILL PLAN. FILL QUANTITY
1. LOCK CHAMBER DISPOSAL AREA - SEE SHEET CS102
EXISTING FLOATING MOORING BUOY
FUTURE MOORING CELL - SEPARATE CONTRACT
COORDINATES: N 1972329.12, E 680899.81
OF FUTURE MOORING CELL NO. 4; APPROXIMATE
4. FUTURE MOORING CELL NO. 3 LOCATED 600' DOWNSTREAM
APPENDIX B, T53-12.1/5A FOR LOCATIONS
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY
3. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
ABOVE ELEVATION 306.00
2. CONTRACTOR SHALL NOT ENCROACH ON KENTUCKY BANK
OF ALLUVIUM
CONDITIONS MAY VARY DUE TO EROSION OR DEPOSITION
1. SURVEY CONDUCTED FEBRUARY 1, 2017. ACTUAL
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
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GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. FOR CONTROL POINT DESCRIPTIONS, SEE VF401
LD53-DC
LD53-CD
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ED-T-TC\Surveys
PROJECT:
DATE:
STATION
LONGITUDE
ELEVATION
LATITUDE N
W
CONV.
V
COMB. FACTOR
NORTHING
EASTING
(FT)
(FT) (M)
(FT)
DATE (FOUND)
LOCATION:
DESCRIPTION:
GEOGRAPHIC COORDINATES (NAD83)
ED-T-TC\Surveys
PROJECT:
DATE:
STATION
LONGITUDE
ELEVATION
LATITUDE N
W
CONV.
V
COMB. FACTOR
NORTHING
EASTING
(FT)
(FT) (M)
(FT)
DATE (FOUND)
LOCATION:
DESCRIPTION:
GEOGRAPHIC COORDINATES (NAD83)
LOCKS & DAM 53 LOCKS & DAM 53
JULY 2017 JULY 2017
315.170
N
GRAND CHAIN, IL
LOCKS & DAM 53
OHIO RIVER DATUM ORD
LD53-CD
the guardrail.It is near the center of the curve of the bend.
The station is located near the bend in the road behind and driven flush into the ground.
The station is a piece of †" rebar that is capped
LOCKS & DAM 53
GRAND CHAIN,IL
LD53-DC
OHIO RIVER DATUM ORD
and driven flush into the ground.
The station is a piece of 5/8" rebar that is capped
†" CAPPED REBAR
LD53-CD
PC
POWER POLE
OF GUARDRAIL
FIRST POST
A-35.5' @ 203 DEG.(PC OF ROAD MARKEDWITH RED PAINT)
FROM A TO LD53-CD
B-24.1' @ 167 DEG.(MOST DOWNHILL GUARDRAIL POST)
FROM B TO LD53-CD
C-28.7' @ 101 DEG.(CENTER OF POWERPOLE)
FROM C TO LD53-CD
N
BLDG
C
B
A
LIGHT POLE
METAL GRATE
†" CAPPED REBAR
LD53-DC
B-51.7' @ 93 DEG.(SE CORNER OF BLDG)
FROM B TO LD53-DC
C-49.0' @ 48 DEG.(NE CORNER OF METAL GRATE)
FROM C TO LD53-DC
A-21.0' @ 144 DEG.(CENTER OF LIGHT POLE)
FROM A TO LD53-DC
JUL 26/2017 JUL 26/2017
and pavement. It is inbetween the lightpole and metal grate.
The station is located off the south east corner of the building
317.86
37° 12'10.52272"
89° 02' 32.79310
KY SOUTH SPCS (NAD83-2011)
1973729.033
681721.667
-1° 59' 48.27286"
0.999937255
KY SOUTH SPCS (NAD83-2011)
KY SOUTH SPCS NAD27
N 333285.542
E 1041301.347
KY SOUTH SPCS NAD27
N 333455.942
E 1041528.773
37° 12' 12.28495"
89° 02' 30.05695"
1973899.439
681949.095
-1° 59' 46.61349"
0.999937364
A
B
C
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
1. FOR CONTROL POINT LOCATIONS, SEE VF101
LRL_Screen.dscriptLRL_pdf.pltcfg11:11:41 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_VF401.dgn
CONTROL POINT DESCRIPTIONS
NTS VF401
T S
M
IT
H
C O
N T
R O
L P
O
IN
T
D E
S C
R
IP
T
IO
N S
T S
M
IT
H
K
D O
R S
C H
53D
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
260 2
270 270 2 0 2
0 27
0 270
0 2
0 2
270270270
0 28
280280
0 280
290290290290290290
290 290 290
H H
JJ
KK
M M
N N
LL
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
1 2 3 4 5 6 7 8 9 1
3 1 2 3 4 5 6 7 8 1
CHANOINE
WEIR
NAVIGABLE PASS
BEBOUT
WEIR
BEARTRAPS FIXED
WEIR STONE FIXED WEIR
1200' LOCK
600' LOCK
BULKHEAD
ABUTMENT
OHIO RIVER
FLOW
BUOY
MOORING
FLOATING
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
APPENDIX B, T53-12.1/5A FOR LOCATIONS
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY
2. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
OF ALLUVIUM.
CONDITIONS MAY VARY DUE TO EROSION OR DEPOSITION
1. SURVEY CONDUCTED FEBRUARY 1, 2017. ACTUAL
EXISTING FLOATING MOORING BUOY
LRL_Screen.dscriptLRL_pdf.pltcfg11:11:47 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_VH101.dgn
S
M
IT
H
200' 400'0
A1 1" = 200'
LOCK AND DAM 53
L O
C K A
N D D
A M
VH-101
H Y
D R
O G
R A
P H
IC
S
U R
V E
Y
53D
B S
A Y
L O
R
K
D O
R S
C H
N
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
.1
9+00B
9+63B
8+00B
7+00B
6+00B
5+00B
4+00B
3+00B
2+00B
1+00B
0+00
1+00A
2+00A
9+65.4A
3+00A
4+00A
9+00A
7+00A
5+00A
8+00A
6+00A
17+42.33A
0+00
1+00A
2+00A
3+00A
4+00A
5+00A
6+00A
7+00A
8+00A
9+00A
10+00A
11+00A
12+00A
13+00A
14+00A
15+00A
16+00A
17+00A
1+00B
2+00B
3+00B
4+00B
5+00B
6+00B
7+00B
8+00B
9+00B
10+00B
11+00B
12+00B
13+00B
13+33.49B
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
NAVIGABLE PASS STONE FIXED WEIR
PIER 1
PIER 2
PIER 3
PIER 4
CHANOINE
WEIR
BEBOUT
WEIR FIXED
WEIR
CD102
CD103
CD104
UPSTREAM APPROACH WALL
APPROACH WALL
DOWNSTREAM
600' LOCK
BULKHEAD
BEARTRAPS ABUTMENT
BUOY
MOORING
FLOATING
HARBOR
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
EXISTING FLOATING MOORING BUOY
APPENDIX B, T53-12.1/5A
ANY VOIDS CREATED BY DEMOLITION
REMOVE ANCHORAGE TO ELEVATION 280.00 AND BACKFILL
REMOVE ALL FLOATING MOORING BUOYS AND DISPOSE,
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY;
10. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
WHEN APPLYING EQUIPMENT LOADS
SHEET PILE DETERIORATION; USE CAUTION, ESPECIALLY
9. CELLS MAY HAVE FILL LOSS UNDER CONCRETE CAP DUE TO
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
8. INFORMATION IN APPENDICES IS FOR REFERENCE ONLY;
PIPING
7. SEE MECHANICAL SHEETS FOR DEMOLITION OF HYDRAULIC
DETAILS FOR EACH LOCK AND DAM SECTION
6. SEE DEMOLITION SPECIFICATION SECTION FOR REMOVAL
5. SEE SHEET CS103 FOR STONE FIXED WEIR REMOVAL PLAN
4. SEE SHEET CD-305 FOR DAM PIER SECTIONS
3. SEE SHEET CD-302 - 304 FOR 1200' LOCK SECTIONS
2. SEE SHEET CD-301 FOR 600' LOCK SECTIONS
INFORMATION
SECTION 35 42 37.00 06 AND SHEET G-004 FOR MORE
DISPOSAL AREA AND COVERED; SEE SPECIFICATION
A CONCENTRATED AREA WITHIN THE SCOUR HOLE
1. ALL REMOVED WICKETS MAY BE RECYCLED OR PLACED IN
LRL_Screen.dscriptLRL_pdf.pltcfg11:11:57 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CD101.dgn
S
M
IT
CD101A1
1"=200'
LOCK AND DAM 53
400'0 200'
N
53D
D E
M O
L
IT
IO
N P
L A
N
O V
E R
A L L
K
D O
R S
C H
B S
A Y
L O
R
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
19 19
13 13
17N
CD301
M
CD301
K
CD301 H
CD301
J
CD301
L
CD301
A
CD301
G
CD301
B
B
B
B
B
A
A
A
0+00
A
A
A
A
A
A
.4
A
N 1,974,254.51
E 682,852.37
B
B
B
B
B
B
N 1,972,991.91
E 681,392.35
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
REMOVAL TO ELEVATION 280.0
ITEM REMOVAL
EXISTING FLOATING MOORING BUOY
WHEN APPLYING EQUIPMENT LOADS
SHEET PILE DETERIORATION; USE CAUTION, ESPECIALLY
9. CELLS MAY HAVE FILL LOSS UNDER CONCRETE CAP DUE TO
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
8. INFORMATION IN APPENDICES IS FOR REFERENCE ONLY;
PIPING
7. SEE MECHANICAL SHEETS FOR DEMOLITION OF HYDRAULIC
DETAILS FOR EACH LOCK AND DAM SECTION
6. SEE DEMOLITION SPECIFICATION SECTION FOR REMOVAL
5. SEE SHEET CS103 FOR STONE FIXED WEIR REMOVAL PLAN
4. SEE SHEET CD-305 FOR DAM PIER SECTIONS
3. SEE SHEET CD-302 - 304 FOR 1200' LOCK SECTIONS
2. SEE SHEET CD-301 FOR 600' LOCK SECTIONS
SPECIFICATION SECTION 35 42 37.00 06 AND SHEET G-004
AREA AND COVERED WITH 36" 205# STONE PROTECTION; SEE
CONCENTRATED AREA WITHIN THE SCOUR HOLE DISPOSAL
1. ALL REMOVED WICKETS MAY BE RECYCLED OR PLACED IN A
APPENDIX B, T53-12.1/5A
ANY VOIDS CREATED BY DEMOLITION
REMOVE ANCHORAGE TO ELEVATION 280.00 AND BACKFILL
REMOVE ALL FLOATING MOORING BUOYS AND DISPOSE,
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY;
21. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
MANIFOLD OPENINGS; APPENDIX B, T53-12.1/36
PLACED UP TO ELEVATION 278.00 IN FRONT OF ALL
20. CELLS L2-L5 SHALL HAVE CONCRETE RUBBLE
19. EXISTING LAND WALL TO REMAIN
ELEVATION 280.00 - APPENDIX B
18. DEMOLISH CONCRETE AND CELLULAR STRUCTURES TO
ELEVATION 280.00 - APPENDIX B, T53-12.1/24.1
17. DEMOLISH ACCESS BRIDGE AND BULKHEAD TO
ADJOINING PIPE PILING TO ELEVATION 280.00 - APPENDIX E
16. DEMOLISH SECTION OF UPSTREAM APPROACH WALL AND
TO ELEVATION 280.00 - APPENDIX A, 53-200.2/1; APPENDIX E
15. DEMOLISH APPROACH WALLS AND ADJOINING PIPE PILING
APPENDIX A, 53-200.2/1
14. DEMOLISH RIVER WALL TO ELEVATION 280.00
APPENDIX A, 5.0.R.230.1/1
13. REMOVE MITER GATES FOR RECYCLE
ELEVATION 280.00 - APPENDIX A, 53-340.2/1
12. ABUTMENT - STA. 36+26.1 TO STA. 36+46, REMOVE TO
REMOVE TO ELEVATION 280.00 - APPENDIX A, 53-200.3/1
11. STONE FIXED WEIR - STA. 20+84.1 TO STA. 36+26.1,
APPENDIX A, 53-200.3/1
10. PIER 5 - REMOVE TO ELEVATION 280.00
TO ELEVATION 280.00 - APPENDIX A, 53-340.1/1
9. FIXED WEIR - STA. 19+78.1 TO STA. 20+80.1, REMOVE
ROCK DIKE - APPENDIX C, 53-330.7
APPENDIX A, 53-330.4/1; REMOVE UPSTREAM
8. REMOVE BEAR TRAPS FOR RECYCLE - SEE
APPENDIX A, 53-330.3/1
7. PIER 4 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.2/1
6. PIER 3 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.1/1
5. PIER 2 - REMOVE TO ELEVATION 280.00
WICKET REMOVAL ONLY - APPENDIX A, 53-320.1/1
4. BEBOUT WEIR - STA. 15+98.1 TO STA. 17+58.1,
WICKET REMOVAL ONLY - APPENDIX A, 53-310.2/1
3. CHANOINE WEIR - STA. 12+58 TO STA. 15+98.1,
APPENDIX A, 53-310.1/1
2. PIER 1 - REMOVE TO ELEVATION 280.00
1. NAVIGABLE PASS - WICKET REMOVAL ONLY; APPENDIX A
LRL_Screen.dscriptLRL_pdf.pltcfg11:12:04 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CD102.dgn
S
M
IT
H
M A
T C
H L
IN
E S
T A
B
M A
T C
H L
IN
E S
T A
A
M A
T C
H L
IN
E S
T A
A
M A
T C
H L
IN
E S
T A
B
A1 1"=50' 50' 100'0
L
O C
K
M O
L
IT
IO
N P
L A
N
53D
CD102
600' LOCK DEMOLITION PLAN - STA. 4+00A TO STA. 9+65.4A
C1 1"=50' 50' 100'0
600' LOCK DEMOLITION PLAN - STA. 5+00B TO STA. 4+00A
F1 1"=50' 50' 100'0
600' LOCK DEMOLITION PLAN - STA. 9+63B TO STA. 5+00B
K
D O
R S
C H
B S
A Y
L O
R
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
R1 R2 R3 R4 R5 R6 R7
R8 R9 R10 R11 R12 R13 R14 R15 R16 R17
R18
R19
R20 R21 R22 R23 R24 R25 R26 R27
L1
L2 L4
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
F1 F2 F3 F4 F5 F6 F7
L3 L5
CD304
CD304 CD304
CD304
CD303
CD303
B
CD303
202020 20
B
B
B
B
B
B
B
B
B
B
B
.4
B
N 1,972,530.47
E 681,304.04
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
REMOVAL TO ELEVATION 280.0
ITEM REMOVAL
EXISTING FLOATING MOORING BUOY
WHEN APPLYING EQUIPMENT LOADS
SHEET PILE DETERIORATION; USE CAUTION, ESPECIALLY
9. CELLS MAY HAVE FILL LOSS UNDER CONCRETE CAP DUE TO
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
8. INFORMATION IN APPENDICES IS FOR REFERENCE ONLY;
PIPING
7. SEE MECHANICAL SHEETS FOR DEMOLITION OF HYDRAULIC
DETAILS FOR EACH LOCK AND DAM SECTION
6. SEE DEMOLITION SPECIFICATION SECTION FOR REMOVAL
5. SEE SHEET CS103 FOR STONE FIXED WEIR REMOVAL PLAN
4. SEE SHEET CD-305 FOR DAM PIER SECTIONS
3. SEE SHEET CD-302 - 304 FOR 1200' LOCK SECTIONS
2. SEE SHEET CD-301 FOR 600' LOCK SECTIONS
SPECIFICATION SECTION 35 42 37.00 06 AND SHEET G-004
AREA AND COVERED WITH 36" 205# STONE PROTECTION; SEE
CONCENTRATED AREA WITHIN THE SCOUR HOLE DISPOSAL
1. ALL REMOVED WICKETS MAY BE RECYCLED OR PLACED IN A
APPENDIX B, T53-12.1/5A
ANY VOIDS CREATED BY DEMOLITION
REMOVE ANCHORAGE TO ELEVATION 280.00 AND BACKFILL
REMOVE ALL FLOATING MOORING BUOYS AND DISPOSE,
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY;
21. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
MANIFOLD OPENINGS; APPENDIX B, T53-12.1/36
PLACED UP TO ELEVATION 278.00 IN FRONT OF ALL
20. CELLS L2-L5 SHALL HAVE CONCRETE RUBBLE
19. EXISTING LAND WALL TO REMAIN
ELEVATION 280.00 - APPENDIX B
18. DEMOLISH CONCRETE AND CELLULAR STRUCTURES TO
ELEVATION 280.00 - APPENDIX B, T53-12.1/24.1
17. DEMOLISH ACCESS BRIDGE AND BULKHEAD TO
ADJOINING PIPE PILING TO ELEVATION 280.00 - APPENDIX E
16. DEMOLISH SECTION OF UPSTREAM APPROACH WALL AND
TO ELEVATION 280.00 - APPENDIX A, 53-200.2/1; APPENDIX E
15. DEMOLISH APPROACH WALLS AND ADJOINING PIPE PILING
APPENDIX A, 53-200.2/1
14. DEMOLISH RIVER WALL TO ELEVATION 280.00
APPENDIX A, 5.0.R.230.1/1
13. REMOVE MITER GATES FOR RECYCLE
ELEVATION 280.00 - APPENDIX A, 53-340.2/1
12. ABUTMENT - STA. 36+26.1 TO STA. 36+46, REMOVE TO
REMOVE TO ELEVATION 280.00 - APPENDIX A, 53-200.3/1
11. STONE FIXED WEIR - STA. 20+84.1 TO STA. 36+26.1,
APPENDIX A, 53-200.3/1
10. PIER 5 - REMOVE TO ELEVATION 280.00
TO ELEVATION 280.00 - APPENDIX A, 53-340.1/1
9. FIXED WEIR - STA. 19+78.1 TO STA. 20+80.1, REMOVE
ROCK DIKE - APPENDIX C, 53-330.7
APPENDIX A, 53-330.4/1; REMOVE UPSTREAM
8. REMOVE BEAR TRAPS FOR RECYCLE - SEE
APPENDIX A, 53-330.3/1
7. PIER 4 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.2/1
6. PIER 3 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.1/1
5. PIER 2 - REMOVE TO ELEVATION 280.00
WICKET REMOVAL ONLY - APPENDIX A, 53-320.1/1
4. BEBOUT WEIR - STA. 15+98.1 TO STA. 17+58.1,
WICKET REMOVAL ONLY - APPENDIX A, 53-310.2/1
3. CHANOINE WEIR - STA. 12+58 TO STA. 15+98.1,
APPENDIX A, 53-310.1/1
2. PIER 1 - REMOVE TO ELEVATION 280.00
1. NAVIGABLE PASS - WICKET REMOVAL ONLY; APPENDIX A
18 13
R27 R28 R29 R30 R31 R32 R33 R34 R35 R36 R37 R38 R39 R40
R43 R44 R45 R46 R47 R48 R49 R50
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L50
F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21
F22
D D
A
CD304
CD304
CD304
CD304
L49
L48
L47
L46
CD303
R41
CD303
R42
CD303
D
CD302
A
A
A
A
A
A
A
A
B
B
B
R50 R51 R52 R53 R54 R55 R56 R57 R58 R59 R60 R61 R62 R63 R64 R65 R66 R67 R68 R69 R70 R71 R72 R73 R74 R75 R76
C
CD303
A
A
A
A
A
A
A
A
A
A
.3
A
N 1,974,541.63
E 683,631.25
LRL_Screen.dscriptLRL_pdf.pltcfg11:12:11 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CD103.dgn
S
M
IT
H
CD103A1
1"=50' 50' 100'0
L
O
M O
L
IT
IO
N P
L A
N
53D
M A
T C
H L
IN
E S
T A
A
1200' LOCK DEMOLITION - STA. 8+00A TO STA.17+42.33A
B1 1"=50' 50' 100'0
E1 1"=50' 50' 100'0
1200' LOCK DEMOLITION - STA. 13+33.49B TO STA. 3+00B
1200' LOCK DEMOLITION - STA. 3+00B TO STA. 8+00A
M A
T C
H L
IN
E S
T A
M
T C
H L
IN
E S
T A
M
T C
H L
IN
E S
T A
D O
R S
C H
B S
A Y
L O
R
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
C D
N 1,973,565.39
E 682,171.99
6 N 1,970,807.74
E 684,557.07
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
REMOVAL TO ELEVATION 280.0
ITEM REMOVAL
EXISTING FLOATING MOORING BUOY
WHEN APPLYING EQUIPMENT LOADS
SHEET PILE DETERIORATION; USE CAUTION, ESPECIALLY
9. CELLS MAY HAVE FILL LOSS UNDER CONCRETE CAP DUE TO
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
8. INFORMATION IN APPENDICES IS FOR REFERENCE ONLY;
PIPING
7. SEE MECHANICAL SHEETS FOR DEMOLITION OF HYDRAULIC
DETAILS FOR EACH LOCK AND DAM SECTION
6. SEE DEMOLITION SPECIFICATION SECTION FOR REMOVAL
5. SEE SHEET CS103 FOR STONE FIXED WEIR REMOVAL PLAN
4. SEE SHEET CD-305 FOR DAM PIER SECTIONS
3. SEE SHEET CD-302 - 304 FOR 1200' LOCK SECTIONS
2. SEE SHEET CD-301 FOR 600' LOCK SECTIONS
SPECIFICATION SECTION 35 42 37.00 06 AND SHEET G-004
AREA AND COVERED WITH 36" 205# STONE PROTECTION; SEE
CONCENTRATED AREA WITHIN THE SCOUR HOLE DISPOSAL
1. ALL REMOVED WICKETS MAY BE RECYCLED OR PLACED IN A
APPENDIX B, T53-12.1/5A
ANY VOIDS CREATED BY DEMOLITION
REMOVE ANCHORAGE TO ELEVATION 280.00 AND BACKFILL
REMOVE ALL FLOATING MOORING BUOYS AND DISPOSE,
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY;
21. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
MANIFOLD OPENINGS; APPENDIX B, T53-12.1/36
PLACED UP TO ELEVATION 278.00 IN FRONT OF ALL
20. CELLS L2-L5 SHALL HAVE CONCRETE RUBBLE
19. EXISTING LAND WALL TO REMAIN
ELEVATION 280.00 - APPENDIX B
18. DEMOLISH CONCRETE AND CELLULAR STRUCTURES TO
ELEVATION 280.00 - APPENDIX B, T53-12.1/24.1
17. DEMOLISH ACCESS BRIDGE AND BULKHEAD TO
ADJOINING PIPE PILING TO ELEVATION 280.00 - APPENDIX E
16. DEMOLISH SECTION OF UPSTREAM APPROACH WALL AND
TO ELEVATION 280.00 - APPENDIX A, 53-200.2/1; APPENDIX E
15. DEMOLISH APPROACH WALLS AND ADJOINING PIPE PILING
APPENDIX A, 53-200.2/1
14. DEMOLISH RIVER WALL TO ELEVATION 280.00
APPENDIX A, 5.0.R.230.1/1
13. REMOVE MITER GATES FOR RECYCLE
ELEVATION 280.00 - APPENDIX A, 53-340.2/1
12. ABUTMENT - STA. 36+26.1 TO STA. 36+46, REMOVE TO
REMOVE TO ELEVATION 280.00 - APPENDIX A, 53-200.3/1
11. STONE FIXED WEIR - STA. 20+84.1 TO STA. 36+26.1,
APPENDIX A, 53-200.3/1
10. PIER 5 - REMOVE TO ELEVATION 280.00
TO ELEVATION 280.00 - APPENDIX A, 53-340.1/1
9. FIXED WEIR - STA. 19+78.1 TO STA. 20+80.1, REMOVE
ROCK DIKE - APPENDIX C, 53-330.7
APPENDIX A, 53-330.4/1; REMOVE UPSTREAM
8. REMOVE BEAR TRAPS FOR RECYCLE - SEE
APPENDIX A, 53-330.3/1
7. PIER 4 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.2/1
6. PIER 3 - REMOVE TO ELEVATION 280.00
APPENDIX A, 53-330.1/1
5. PIER 2 - REMOVE TO ELEVATION 280.00
WICKET REMOVAL ONLY - APPENDIX A, 53-320.1/1
4. BEBOUT WEIR - STA. 15+98.1 TO STA. 17+58.1,
WICKET REMOVAL ONLY - APPENDIX A, 53-310.2/1
3. CHANOINE WEIR - STA. 12+58 TO STA. 15+98.1,
APPENDIX A, 53-310.1/1
2. PIER 1 - REMOVE TO ELEVATION 280.00
1. NAVIGABLE PASS - WICKET REMOVAL ONLY; APPENDIX A
5 6 7
8 8
CD305
PIER 1
CD305
PIER 2
CD305
PIER 3
CD305
PIER 4
CD305
F.W.
LRL_Screen.dscriptLRL_pdf.pltcfg11:12:18 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CD104.dgn
S
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H L
IN
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E S
T A
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
D A
M
D
E M
O L
IT
IO
N
CD104A1
1"=50' 50' 100'0
53D
C1 1"=50' 50' 100'0
DAM 53 DEMOLITION PLAN - STA. 22+00 TO STA. 33+00
D1 1"=50'
DAM 53 DEMOLITION PLAN - STA. 11+00 TO STA. 22+00
50' 100'0
F1 1"=50'
DAM 53 DEMOLITION PLAN - STA. 0+00 TO STA. 11+00
50' 100'0
K
D O
R S
C H
B S
A Y
L O
R
DAM 53 DEMOLITION PLAN - STA. 33+00 TO STA. 36+46
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
L
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IT
A T
IO
N N
O
D E
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IG
N E
D B
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D E
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
SHEET KEYNOTES
LEGEND
- REMOVAL OF CONCRETE LOCK ACCESS RAMP
SPILLAGE FROM HYDRAULIC PIPING
COORDINATE WITH MECHANICAL DEMOLITION TO AVOID
2. RAMP DEMOLITION TO INCLUDE ADJACENT PIPE TRENCH;
ACCESS RAMP
DEMOLITION DETAILS RELATED TO THE LOCK
1. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR
CHAMBER DISPOSAL AREA.
DEMOLISHED MATERIAL SHALL BE PLACED IN LOCK
INTERSECTION WITH POWER HOUSE ACCESS ROAD.
NEAREST JOINT TO TERMINATION OF RADIUS AT
1. LOCK ACCESS RAMP DEMOLITION SHALL BEGIN AT
LRL_Screen.dscriptLRL_pdf.pltcfg11:12:25 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CD105.dgn
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P L
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CD105
53D
L O
C K A
C C
E S
S R
A M
P
D E
M O
L
IT
IO
N
A1
LOCK ACCESS RAMP DEMOLITION
NTS
K
D O
R S
C H
B S
A Y
L O
R
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
L
IC
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A T
IO
N N
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N E
D B
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R K
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IZ
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
300300
0+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 14+00 15+00 16+00 17+00
PIER 1
600' LOCK
CHAMBER
1200' LOCK
CHAMBER
-1+00-2+00-3+00-4+00-5+00
LAND WALL
600' LOCK
RIVER WALL
600' LOCK
BULKHEAD
FLUME WALL
1200' LOCK
LAND WALL
1200' LOCK
RIVER WALL
1200' LOCK
FLUME
DEMOLITION ELEV. = 280.00
EXISTING GROUND
NAVIGABLE PASS (WICKET REMOVAL)
CHANOINE WEIR
(WICKET REMOVAL)
BEBOUT WEIR
(WICKET REMOVAL)
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
- DEMOLITION AND REMOVAL OF ALL MATERIALS
19. SEE APPENDIX A FOR PIER 5
18. SEE APPENDIX A FOR CONCRETE FIXED WEIR
17. SEE APPENDIX A AND C FOR PIER 4
16. SEE APPENDICES A AND C FOR PIER 3
15. SEE APPENDICES A AND C FOR PIER 2
STONE DIKES
14. SEE APPENDICES A AND C FOR BEARTRAPS AND
13. SEE APPENDICES A AND F FOR BEBOUT WEIR
12. SEE APPENDICES A AND F FOR CHANOINE WEIR
11. SEE APPENDIX A OR PIER 1
10. SEE APPENDICES A AND F FOR NAVIGABLE PASS
9. SEE APPENDIX B FOR 1200' LOCK RIVER WALL
8. SEE APPENDIX B FOR 1200' LOCK LAND WALL
7. SEE APPENDIX B FOR 1200' LOCK FLUME WALL
6. SEE APPENDIX B FOR BULKHEAD
APPROACH WALLS
5. SEE APPENDICES A AND E FOR 600' LOCK
4. SEE APPENDIX A FOR 600' LOCK RIVER WALL
3. SEE APPENDIX A FOR 600' LOCK LAND WALL
AS-BUILT DRAWINGS; SEE APPENDIX A
2. TOP OF STONE FIXED WEIR SHOWN AT EL. 293.00 BASED ON
SURVEY CONDUCTED 2017
1. EXISTING GROUND ELEVATION BASED ON HYDROGRAPHIC
- EXISITING GROUND
300300
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
STONE FIXED WEIR
FIXED WEIR
PIER 4PIER 3PIER 2
BEARTRAP
B E
B O
U
W
IR
PIER 5
ABUTMENT
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10' 20'0
S
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100' 200'0
HORZ. VERT.
HORZ. 1"=100' VERT. 1"=10'
D E
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PROFILE CL DAM 53
M A
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IN
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E E A
B O
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53D
CD201
K
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A Y
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
1.5'8'12' 21.5'
10'13'2.5'
13.5'5'
2'
2'
2'
5'
2'
2'
2'
2.5'
24'
2.5'
2.5'
1.5'
2'10'24'
5.5'2' 1.5' 1.5'
2'
S O
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B M
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T E
D B
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D A
T E
C O
N T
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
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IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
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E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
SHEET KEYNOTES
LEGEND
DEMOLITION AND REMOVAL OF CONCRETE
REMOVE SHEET PILING
REMOVE CELL FILL AND SHEET PILES
ORIGINAL CONDITION; TOP ELEVATION IS APPROXIMATE
3. SHEET PILING DIAPHRAGM HAS DETERIORATED FROM
DEMOLISHED; SEE APPENDIX B FOR DETAILS
2. CYLINDER PROTECTION WALL ATOP CELL TO BE
TO ELEVATION 280.00
1. Z-PILES AND CONCRETE FILL TO BE REMOVED
ELEVATION 280.00
LAND WALLS SHALL BE EXCAVATED DOWN TO
11. ANY MATERIAL IN AREA BETWEEN 1200' LOCK FLUME AND
SHALL BE EXCAVATED DOWN TO ELEVATION 280.00
10. ANY MATERIAL IN AREA BETWEEN 600' AND 1200' LOCKS
CULVERTS, SEE APPENDIX B
9. FOR DETAILS OF MACHINERY, TRENCHES, AND
RUBBLE UP TO ELEVATION 278.00; APPENDIX B, T53-12.1/36
FILLED AND COVERED WITH THREE FEET OF CONCRETE
THE CYLINDER AND BULKHEAD SLOTS SHALL BE SAND
IN FRONT OF ALL MANIFOLD AND CULVERT OPENINGS.
PLACED UP TO ELEVATION 278.00 WITH A 3:1 SLOPE
8. MONOLITHS L2-L5 SHALL HAVE CONCRETE RUBBLE
INTAKE AND DISCHARGE MANIFOLD DETAILS
7. SEE APPENDIX B, T53-12.1/33 - T53-12.1/36 FOR
CROSS SECTIONS
CG301-CG306 FOR REMOVAL AND REGRADING
SECTION FOR REMOVAL AND REGRADING; SEE SHEETS
6. SEE SHEET CS301 FOR STONE FIXED WEIR TYPICAL
CULVERTS, SEE APPENDIX A
5. FOR DETAILS OF MACHINERY, TRENCHES, AND
4. SEE SHEET CD-102 FOR SECTION LOCATIONS
DRAWINGS; CONTRACTOR SHALL VERIFY
3. ALL DIMENSIONS AND ELEVATIONS PER HISTORICAL
2. ALL ELEVATIONS OHIO RIVER DATUM
DRAWINGS; SEE APPENDIX A
1. ALL SECTIONS AND STATIONING PER HISTORICAL
SECTION H-H
SECTION J-J
SECTION K-K SECTION L-L SECTION M-M
SECTION N-N
295.00
290.25
289.00
272.85
267.40
295.00
295.00 295.00
295.00
293.00
267.00
263.00
273.00
269.00
267.00
263.00
267.00 267.00
263.00 263.5
262.00
265.25
290.25
289.00
267.00
262.00
257.80
288.00
278.00
274.00
270.00
SECTION G-G
263.00
295.00
285.00
281.00
277.00
SECTION A-A
270.60
DEMOLITION
ELEV. 280.00
TYP.
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:00 AM 2/13/2018
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1"=10'
600' LOCK SECTIONS
10' 20'0
53D
K
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
42.97'73'21.5'
25'
19.1'
42.97'
2'
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C T N
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C H
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K E
D B
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D R
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
295.00
267.00
263.00
295.00
295.00 295.00
245.00
245.00
FLUME
EXISTING
600' LOCK
1200' LOCK
FLUME WALL
1200' LOCK
LAND WALL
1200' LOCK
RIVER WALL
M A
T C
H L
IN
E S
E E B
E L
O W
M A
T C
H L
IN
E S
E E A
B O
V E
111'
111'
SECTION A-A
CONCRETE CAP
GRAVEL FILL
SAND AND
EL. 273.1
CONCRETE SILL
EL. 245.00
ACCESS BRIDGE AND BULKHEAD
Z-PILE BULKHEAD
DEMOLITION
ELEV. 280.00
TYP.
DEMOLITION
ELEV. 280.00
TYP.
WITH CONCRETE FILL
Z-PILE STRUCTURE
WITH CONCRETE FILL
Z-PILE STRUCTURE EL. 266.00
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
DEMOLITION AND REMOVAL OF CONCRETE
REMOVE SHEET PILING
REMOVE CELL FILL AND SHEET PILES
ORIGINAL CONDITION; TOP ELEVATION IS APPROXIMATE
3. SHEET PILING DIAPHRAGM HAS DETERIORATED FROM
DEMOLISHED; SEE APPENDIX B FOR DETAILS
2. CYLINDER PROTECTION WALL ATOP CELL TO BE
TO ELEVATION 280.00
1. Z-PILES AND CONCRETE FILL TO BE REMOVED
ELEVATION 280.00
LAND WALLS SHALL BE EXCAVATED DOWN TO
11. ANY MATERIAL IN AREA BETWEEN 1200' LOCK FLUME AND
SHALL BE EXCAVATED DOWN TO ELEVATION 280.00
10. ANY MATERIAL IN AREA BETWEEN 600' AND 1200' LOCKS
CULVERTS, SEE APPENDIX B
9. FOR DETAILS OF MACHINERY, TRENCHES, AND
RUBBLE UP TO ELEVATION 278.00; APPENDIX B, T53-12.1/36
FILLED AND COVERED WITH THREE FEET OF CONCRETE
THE CYLINDER AND BULKHEAD SLOTS SHALL BE SAND
IN FRONT OF ALL MANIFOLD AND CULVERT OPENINGS.
PLACED UP TO ELEVATION 278.00 WITH A 3:1 SLOPE
8. MONOLITHS L2-L5 SHALL HAVE CONCRETE RUBBLE
INTAKE AND DISCHARGE MANIFOLD DETAILS
7. SEE APPENDIX B, T53-12.1/33 - T53-12.1/36 FOR
CROSS SECTIONS
CG301-CG306 FOR REMOVAL AND REGRADING
SECTION FOR REMOVAL AND REGRADING; SEE SHEETS
6. SEE SHEET CS301 FOR STONE FIXED WEIR TYPICAL
CULVERTS, SEE APPENDIX A
5. FOR DETAILS OF MACHINERY, TRENCHES, AND
4. SEE SHEET CD-103 FOR SECTION LOCATIONS
DRAWINGS; CONTRACTOR SHALL VERIFY
3. ALL DIMENSIONS AND ELEVATIONS PER HISTORICAL
2. ALL ELEVATIONS OHIO RIVER DATUM
DRAWINGS; SEE APPENDIX B
1. ALL SECTIONS AND STATIONING PER HISTORICAL
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:06 AM 2/13/2018
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1200' LOCK SECTIONS
10' 20'0
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K
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C H
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A Y
L O
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
2.5'15.75'1.25'
2.5'
3'
2'
2.5'17'
2.5'
2.5'
2'
2.5'15.75'1.25'
2.5'
3'
2.5'17'
2.5'
3'
10.08' 19.1'3' 22.46'3' 22.46'
L
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
SECTION B-B
SECTION D-D
SECTION C-C
R41 R42
R18
R19
295.00 295.00 295.00
290.00
289.50
295.00
279.50
267.00
257.80
265.25
263.50
289.00
287.50
295.00
273.00
262.00
289.00
287.50
265.25
295.00
289.00
287.50
290.00
272.85
271.10
263.00
289.00
287.50
295.00
263.00
272.85
271.10
245.00
266.00
CONCRETE
POURED-IN-PLACE
269.00
GRAVEL FILL
SAND AND
GRAVEL FILL
SAND AND
GRAVEL FILL
SAND AND
280.0 280.0
280.0 280.0 280.0 280.0
3' CONCRETE CAP
3' CONCRETE CAP
3' CONCRETE CAP
SHEET PILING
SHEET PILING
CONCRETE
TREMIE
CONCRETE BEAMS
PRESTRESSED
DEMOLITION
ELEV. 280.00
TYP.
FILL
GRANULAR
287.00
CONCRETE BEAM
PRESTRESSED
CONCRETE
TREMIE
FILL
GRANULAR
APPROX.
EL. = 296.00
3 3
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
DEMOLITION AND REMOVAL OF CONCRETE
REMOVE SHEET PILING
REMOVE CELL FILL AND SHEET PILES
ORIGINAL CONDITION; TOP ELEVATION IS APPROXIMATE
3. SHEET PILING DIAPHRAGM HAS DETERIORATED FROM
DEMOLISHED; SEE APPENDIX B FOR DETAILS
2. CYLINDER PROTECTION WALL ATOP CELL TO BE
TO ELEVATION 280.00
1. Z-PILES AND CONCRETE FILL TO BE REMOVED
ELEVATION 280.00
LAND WALLS SHALL BE EXCAVATED DOWN TO
11. ANY MATERIAL IN AREA BETWEEN 1200' LOCK FLUME AND
SHALL BE EXCAVATED DOWN TO ELEVATION 280.00
10. ANY MATERIAL IN AREA BETWEEN 600' AND 1200' LOCKS
CULVERTS, SEE APPENDIX B
9. FOR DETAILS OF MACHINERY, TRENCHES, AND
RUBBLE UP TO ELEVATION 278.00; APPENDIX B, T53-12.1/36
FILLED AND COVERED WITH THREE FEET OF CONCRETE
THE CYLINDER AND BULKHEAD SLOTS SHALL BE SAND
IN FRONT OF ALL MANIFOLD AND CULVERT OPENINGS.
PLACED UP TO ELEVATION 278.00 WITH A 3:1 SLOPE
8. MONOLITHS L2-L5 SHALL HAVE CONCRETE RUBBLE
INTAKE AND DISCHARGE MANIFOLD DETAILS
7. SEE APPENDIX B, T53-12.1/33 - T53-12.1/36 FOR
CROSS SECTIONS
CG301-CG306 FOR REMOVAL AND REGRADING
SECTION FOR REMOVAL AND REGRADING; SEE SHEETS
6. SEE SHEET CS301 FOR STONE FIXED WEIR TYPICAL
CULVERTS, SEE APPENDIX A
5. FOR DETAILS OF MACHINERY, TRENCHES, AND
4. SEE SHEET CD-103 FOR SECTION LOCATIONS
DRAWINGS; CONTRACTOR SHALL VERIFY
3. ALL DIMENSIONS AND ELEVATIONS PER HISTORICAL
2. ALL ELEVATIONS OHIO RIVER DATUM
DRAWINGS; SEE APPENDIX B
1. ALL SECTIONS AND STATIONING PER HISTORICAL
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:12 AM 2/13/2018
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1200' LOCK SECTIONS
10' 20'0
O
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53D
K
D O
R S
C H
B S
A Y
L O
R
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
38' 29'
32.5'2.5'
2.5'
3'
22.25'15.75'2.5'
2.5'
3'
46'
39' 39' 2.5' 18.25' 12.75'
2.5'
3'
43'
L
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A T
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D E
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
L46 L47
L2 L3 L4
L5
272.85
263.00
271.10
289.00
287.50
290.00
295.00 295.00
289.00
287.50
263.00
271.10
272.85
292.75
295.00
256.00
289.00
287.50
290.00
295.00
265.25
263.50
256.00
295.00
256.00
289.00
295.00
263.00
L48 L49
295.00
263.00
295.00
256.00
280.00 280.00
280.00
280.00 280.00
280.0 280.0
DEMOLITION
ELEV. 280.00
TYP.
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
DEMOLITION AND REMOVAL OF CONCRETE
REMOVE SHEET PILING
REMOVE CELL FILL AND SHEET PILES
ORIGINAL CONDITION; TOP ELEVATION IS APPROXIMATE
3. SHEET PILING DIAPHRAGM HAS DETERIORATED FROM
DEMOLISHED; SEE APPENDIX B FOR DETAILS
2. CYLINDER PROTECTION WALL ATOP CELL TO BE
TO ELEVATION 280.00
1. Z-PILES AND CONCRETE FILL TO BE REMOVED
ELEVATION 280.00
LAND WALLS SHALL BE EXCAVATED DOWN TO
11. ANY MATERIAL IN AREA BETWEEN 1200' LOCK FLUME AND
SHALL BE EXCAVATED DOWN TO ELEVATION 280.00
10. ANY MATERIAL IN AREA BETWEEN 600' AND 1200' LOCKS
CULVERTS, SEE APPENDIX B
9. FOR DETAILS OF MACHINERY, TRENCHES, AND
RUBBLE UP TO ELEVATION 278.00; APPENDIX B, T53-12.1/36
FILLED AND COVERED WITH THREE FEET OF CONCRETE
THE CYLINDER AND BULKHEAD SLOTS SHALL BE SAND
IN FRONT OF ALL MANIFOLD AND CULVERT OPENINGS.
PLACED UP TO ELEVATION 278.00 WITH A 3:1 SLOPE
8. MONOLITHS L2-L5 SHALL HAVE CONCRETE RUBBLE
INTAKE AND DISCHARGE MANIFOLD DETAILS
7. SEE APPENDIX B, T53-12.1/33 - T53-12.1/36 FOR
CROSS SECTIONS
CG301-CG306 FOR REMOVAL AND REGRADING
SECTION FOR REMOVAL AND REGRADING; SEE SHEETS
6. SEE SHEET CS301 FOR STONE FIXED WEIR TYPICAL
CULVERTS, SEE APPENDIX A
5. FOR DETAILS OF MACHINERY, TRENCHES, AND
4. SEE SHEET CD-103 FOR SECTION LOCATIONS
DRAWINGS; CONTRACTOR SHALL VERIFY
3. ALL DIMENSIONS AND ELEVATIONS PER HISTORICAL
2. ALL ELEVATIONS OHIO RIVER DATUM
DRAWINGS; SEE APPENDIX B
1. ALL SECTIONS AND STATIONING PER HISTORICAL
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:19 AM 2/13/2018
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10' 20'0
O
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K
D O
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C H
B S
A Y
L O
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
3' 12'
1' 7.23' 84.75' 27.36' 8.08' 4.72' 22.19'
L
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A T
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N N
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S
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D E
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
FIXED WEIR
STA. 19+78.1 TO STA. 20+80.1
PIER 1
279.00
265.85
274.33
292.00 293.00
272.58
262.80
292.00
275.50
273.00
PIERS 2, 3, & 4
DEMOLITION
ELEV. 280.00
TYP.
FLOW
FLOWFLOW
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
DEMOLITION AND REMOVAL OF CONCRETE
REMOVE SHEET PILING
REMOVE CELL FILL AND SHEET PILES
ORIGINAL CONDITION; TOP ELEVATION IS APPROXIMATE
3. SHEET PILING DIAPHRAGM HAS DETERIORATED FROM
DEMOLISHED; SEE APPENDIX B FOR DETAILS
2. CYLINDER PROTECTION WALL ATOP CELL TO BE
TO ELEVATION 280.00
1. Z-PILES AND CONCRETE FILL TO BE REMOVED
ELEVATION 280.00
LAND WALLS SHALL BE EXCAVATED DOWN TO
11. ANY MATERIAL IN AREA BETWEEN 1200' LOCK FLUME AND
SHALL BE EXCAVATED DOWN TO ELEVATION 280.00
10. ANY MATERIAL IN AREA BETWEEN 600' AND 1200' LOCKS
CULVERTS, SEE APPENDIX B
9. FOR DETAILS OF MACHINERY, TRENCHES, AND
RUBBLE UP TO ELEVATION 278.00; APPENDIX B, T53-12.1/36
FILLED AND COVERED WITH THREE FEET OF CONCRETE
THE CYLINDER AND BULKHEAD SLOTS SHALL BE SAND
IN FRONT OF ALL MANIFOLD AND CULVERT OPENINGS.
PLACED UP TO ELEVATION 278.00 WITH A 3:1 SLOPE
8. MONOLITHS L2-L5 SHALL HAVE CONCRETE RUBBLE
INTAKE AND DISCHARGE MANIFOLD DETAILS
7. SEE APPENDIX B, T53-12.1/33 - T53-12.1/36 FOR
CROSS SECTIONS
CG301-CG306 FOR REMOVAL AND REGRADING
SECTION FOR REMOVAL AND REGRADING; SEE SHEETS
6. SEE SHEET CS301 FOR STONE FIXED WEIR TYPICAL
CULVERTS, SEE APPENDIX A
5. FOR DETAILS OF MACHINERY, TRENCHES, AND
4. SEE SHEET CD-104 FOR SECTION LOCATIONS
DRAWINGS; CONTRACTOR SHALL VERIFY
3. ALL DIMENSIONS AND ELEVATIONS PER HISTORICAL
2. ALL ELEVATIONS OHIO RIVER DATUM
DRAWINGS; SEE APPENDIX A
1. ALL SECTIONS AND STATIONING PER HISTORICAL
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:25 AM 2/13/2018
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
.1
9+00B
9+63B
8+00B
7+00B
6+00B
5+00B
4+00B
3+00B
2+00B
1+00B
0+00
1+00A
2+00A
9+65.4A
3+00A
4+00A
9+00A
7+00A
5+00A
8+00A
6+00A
17+42.33A
R R
R
R
R
R
R
R
R
R
0R 1R 2R 3R 4R 5R 6R 7 R
8 R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R 3R 4R 5R 6R 7R 8R 9R 0R 1R 2R 3R 4R 5R 6R 7R 8R 9R 0R
1R 2R
3R
4R
5R
6R
7R
8R
9R
0R
1R
2R
3R
4R
5R
L
L
L
L
L
L
L
L
L
L 0 L 1L 2 L 3L 4 L 5L 6 L 7L
L
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
0+00
1+00A
2+00A
3+00A
4+00A
5+00A
6+00A
7+00A
8+00A
9+00A
10+00A
11+00A
12+00A
13+00A
14+00A
15+00A
16+00A
17+00A
1+00B
2+00B
3+00B
4+00B
5+00B
6+00B
7+00B
8+00B
9+00B
10+00B
11+00B
12+00B
13+00B
R
R
260 2
13+33.49B
270 270 2 0 2
0 27
0 270
0 2
270270270
L 9L 0 L 1L
2 L 3L 4 L 5L 6 L 7L 8 L 9L 0 L 1L 2 L 3L 4 L 5L 6 L 7L 8 L 9L 0 L 1L 2 L 3L 4 L 5L
L L 8 L
0 28
280280
0 280
290290290290290290
290 290 290
L D -D
C
L D -C
D
H H
JJ
KK
M M
N N
B B
C C
LL
A A
D CL DAM 53 CL DAM 53
L
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A T
IO
N N
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
1 2 3 4 5 6 7 8 9 1
3 1 2 3 4 5 6 7 8 1
P O
W E
R H
O U
S E
U T
IL
IT
Y T
R E
N C
H
0280285
280285
285280
0 28
.0
.0
.0
.0
.0
.0
.0
.0
NAVIGABLE PASS
STONE FIXED WEIR
PIER 1
PIER 2
PIER 3
PIER 4
CHANOINE
WEIR
BEBOUT
WEIR
FIXED
WEIR
C S
CS103
BUOY
MOORING
FLOATING
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
APPENDIX B, T53-12.1/5A FOR LOCATIONS
UPSTREAM OF THE HARBOR FLOATING MOORING BUOY
1. SIX ADDITIONAL FLOATING MOORING BUOYS ARE LOCATED
EXISTING FLOATING MOORING BUOY
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:31 AM 2/13/2018
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OVERALL SITE PLAN 53D
K
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IT
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APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
0 270
A
0 270
0 280
L
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A T
IO
N N
O
D E
S
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D B
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D E
S C
R
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
0+00
B
B
B
B
B
B
A
A
A
A
A
260255
0 2
290 295
295 295
280280
280 280
280 280 280 280 280 280 280 280 280 280
280 280 280 280 280 280 280 280 280 280
280.00
280.00
280.00
280.00
280.00 280.00
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
205# STONE PROTECTION
600' LOCK ALIGNMENT
MEETING NATURAL GROUND.
ELEVATION 280.00 AND SLOPED NO STEEPER THAN 3:1 UNTIL
WALL POST-DEMOLITION; TOE OF SLOPE SHALL BE AT
2. REGRADE AREA BEHIND REMAINING PORTION OF APPROACH
SECTION ON SHEET CS301 FOR MORE INFORMATION.
SPECIFICATION SECTION 35 45 37.00 06 AND TYPICAL
1. 36" OF #205 STONE PROTECTION; SEE
DISTURB LIMIT
35 45 37.00 06 FOR MORE INFORMATION
PROTECTION; SEE SPECIFICATION SECTION
AREA SHALL RECEIVE 36" OF 205# STONE
5. SLOPE TO EXISTING GRADE IN ABUTMENT REMOVAL
INFORMATION
SPECIFICATION SECTION 35 45 37.00 06 FOR MORE
RECEIVE 36" OF 205# STONE PROTECTION; SEE
4. ALL SLOPES ON LOCK CHAMBER FILL AREA SHALL
A 3:1 SLOPE UNTIL MEETING NATURAL GROUND.
LOCK WALL SHALL TIE IN TO BANK BY DESCENDING AT
3. TOP OF ROCK COVER BEHIND REMAINING LAND SIDE
EXISTING MATERIAL.
PROTECTION LIMITS SHALL BE REGRADED USING
2. AREA BEHIND APPROACH WALLS OUTSIDE STONE
STONE FIXED WEIR REMOVAL TYPICAL SECTION.
1. SEE SHEET CS301 FOR FILL PLAN TYPICAL SECTION AND
B
B
B
B
B
280 280 280 280 280
280.00
A
A
A
A
A
.4
A
280280
285285
280.00
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:42 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CS102.dgn
S
M
CS102A1
1"=50'
N
L
O C
K F
IL
L P
L A
N
50' 100'0
53D
B S
A Y
L O
R
K
D O
R S
C H
M A
T C
H L
IN
E U
P S
T R
E A
M
M A
T C
H L
IN
E U
P S
T R
E A
M
M A
T C
H L
IN
E D
O W
N S
T R
E A
M
M A
T C
H L
IN
E D
O W
N S
T R
E A
M
N
50' 100'0C1 1"=50'
N
50' 100'0E1 1"=50'
600' LOCK CHAMBER
DOWNSTREAM APPROACH WALL
UPSTREAM APPROACH WALL
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
290290290290
290 290
290290
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
T in -h o u s e d e s ig n t e
U
IS
V
IL
L E
K Y
D
R
M A
R T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E D
IS
T R
P
L O
C K A
N D D
A M
R
E M
O V
A L
J U
N E
E
V
IN
C E
N T
G R
A N
D C
H A
IN
IL
L
IN
O
IS
C E
R T
IF
IE
D F
IN
A L W
Q R -0
-C -0
C
A S
E
W
Q R -0
-C -0
C A
S E
CL DAM 53
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
SECTION ON SHEET CS301 FOR MORE INFORMATION
SPECIFICATION SECTION 35 45 37.00 06 AND TYPICAL
1. 36" OF 205# STONE PROTECTION; SEE
35 45 37.00 06 FOR MORE INFORMATION
PROTECTION; SEE SPECIFICATION SECTION
AREA SHALL RECEIVE 36" OF 205# STONE
4. SLOPE TO EXISTING GRADE IN ABUTMENT REMOVAL
INFORMATION
SPECIFICATION SECTION 35 45 37.00 06 FOR MORE
RECEIVE 36" OF 205# STONE PROTECTION; SEE
3. ALL SLOPES ON LOCK CHAMBER FILL AREA SHALL
2. SEE SHEET CG301 - CG306 FOR DAM CROSS SECTIONS.
STONE FIXED WEIR REMOVAL TYPICAL SECTION.
1. SEE SHEET CS301 FOR FILL PLAN TYPICAL SECTION AND
205# STONE PROTECTION
CL DAM 53
LRL_Screen.dscriptLRL_pdf.pltcfg11:13:49 AM 2/13/2018
...\LocksDams\Olmsted\112574_L&D 53 Marine Demo\CAD_BIM\_Sheets\112574_CS103.dgn
S
M
CS103A1
1"=40'
N
40' 80'0
53D
K
D O
R S
C H
B S
A Y
L O
R
D A
M
S
IT
E A
N D G
R A
D
IN
G
P L
A N
D1 1"=40'
N
40' 80'0
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
DAM 53 SITE PLAN - STA. 19+50 - 28+00
DAM 53 SITE PLAN - 28+00 - 36+46
APPENDIX I - FOR REFERENCE ONLY ARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
10' 56'
6'
10'6'
10'
10'
L
IC
IT
A T
IO
N N
O
D…
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