W912QR-43534997_Plans-0000.pdf
PDF 11 MB Posted
- Attached to
- Cannelton Fixed Weir Repair
- Solicitation number
- W912QR-43534997
About this file
This is a set of construction plans and drawings for the Cannelton Fixed Weir Repair project at Cannelton Locks & Dam in Cannelton, Indiana. The plans detail repairs to Cell 2 of the fixed weir, including demolition and concrete replacement work.
The plans specify two repair options: a base bid requiring demolition of 12 inches of concrete from the top of sheet piles and replacement with new reinforced concrete, and an Option 1 for full-depth concrete cap demolition and replacement in delaminated areas (approximately 210 square feet). Key requirements include protecting and extending existing PVC inspection ports, pressure washing surfaces before new concrete placement, installing reinforcement (#6 bars at 12" each way with 6" clear cover), and proper disposal of demolished concrete on existing riprap. The contractor must maintain powerplant access during construction and is restricted from using large vehicles across the hydroelectric plant. The work includes coordination around sealed hatch covers and existing monitoring points. Contract number W912QR-43534997 is issued by the US Army Corps of Engineers Louisville District with an issue date of December 2024.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912QR-43534997-0006.pdf | ||
| W912QR-43534997_Specs-0005.pdf | ||
| W912QR-43534997-0004.pdf | ||
| W912QR-43534997-0003.pdf | ||
| W912QR-43534997-0002.pdf | ||
| W912QR-43534997-0001_.pdf | ||
| W912QR-43534997_Specs-0000.pdf |
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SCHOLL.MATT.R.153
7987002
Digitally signed by
SCHOLL.MATT.R.1537987002
Date: 2024.12.17 09:58:01 -05'00'
SCHOLL.MATT.R.153
7987002
Digitally signed by
SCHOLL.MATT.R.1537987002
Date: 2024.12.17 09:58:27 -05'00'
Digitally signed by
BOOTH.PETER.N.1525520044
Date: 2024.12.17 10:13:36 -05'00'
HARRIS.ROBERT.A
.1392045305
Digitally signed by
HARRIS.ROBERT.A.1392045305
Date: 2024.12.17 10:15:55 -05'00'
SPRINGSTON.ERIC.MA
TTHEW.1401439826
Digitally signed by
SPRINGSTON.ERIC.MATTHEW.14014398
Date: 2024.12.17 11:49:07 -05'00'
ROOT.LARISSA.N.1
590283513
Digitally signed by
ROOT.LARISSA.N.1590283513
Date: 2024.12.17 12:14:48 -05'00'
AUFFART.BRIAN.JO
SEPH.1606481094
Digitally signed by
AUFFART.BRIAN.JOSEPH.1606481094
Date: 2024.12.17 12:42:43 -05'00'
Digitally signed by
MITCHELL.IAN.F.1300565227
Date: 2024.12.18 10:56:26 -05'00'
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W912QR-43534997
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SCALE: NTS
AREA MAP
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SCALE: NTS
VICINITY MAP
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SCALE: NTS
LOCATION MAP
HANCOCK COUNTY
PROJECT LOCATION
(700 WESCOR RD)
ACCESS RD
PROJECT LOCATION
OHIO RIVER
FL
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POWER PLANT
CANNELTON HYDROELECTRIC
(700 WESCOR RD)
ACCESS ROAD
MISSOURI
ILLINOIS
INDIANA
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WEST
VIRGINIA
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3,851,169.99 N 4,646,524.81 E
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3,851,396.07 N
4,646,347.32 E
3,851,341.29 N
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01 11 00 FOR GUIDANCE ON VEHICULAR ACCESS RESTRICTIONS.
ALLOWED ACROSS THE HYDROELECTRIC POWER PLANT. SEE SPECIFICATION
NO LARGE VEHICLES (E.G. DUMP TRUCKS, CONCRETE TRUCKS) WILL BE 7.
CONSTRUCTION
CONTRACTOR MUST MAINTAIN USER ACCESS TO POWERPLANT DURING 6.
ACCESSING SITE.
CONTRACTOR TO AVOID CONTACT WITH SEALED HATCH COVERS WHEN 5.
VERTICAL DATUM: NAVD88
NAD83 KENTUCKY STATE PLANE, SOUTH ZONE
COORDINATE SYSTEM: KY83-SF4.
ANY DISCREPANCIES, CONTRACTOR SHALL COORDINATE WITH COR
CONTRACTOR TO VERIFY ALL EXTENTS. IF THERE ARE
CONTRACTOR WORK LIMITS ARE APPROXIMATE3.
ALL PHOTOGRAPHS TAKEN 16 AUGUST 20232.
EE SHEETS GR401-GR406 FOR PHOTOGRAPHSS1.
GENERAL SHEET NOTES
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ADDITIONAL CONTRACTOR
LAYDOWN AREA
MATCHLINE SEE SHEET GR103
MATCHLINE SEE SHEET GR102
DO NOT DISTURB
AREA OUTSIDE CWL
CELL 2
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CONTRACTOR TO AVOID CONTACT WITH SEALED HATCH COVERS WHEN 5.
VERTICAL DATUM: NAVD88
NAD83 KENTUCKY STATE PLANE, SOUTH ZONE
COORDINATE SYSTEM: KY83-SF4.
ANY DISCREPANCIES, CONTRACTOR SHALL COORDINATE WITH COR
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ALL PHOTOGRAPHS TAKEN 16 AUGUST 20232.
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
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MATCHLINE SEE SHEET GR103
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COORDINATE SYSTEM: KY83-SF4.
ANY DISCREPANCIES, CONTRACTOR SHALL COORDINATE WITH COR
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VIEW OF FIXED WEIR CONCRETE CAPS (FROM PIER B LOOKING SOUTHWEST)
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VIEW OF THE UPSTREAM SIDE OF THE FIXED WEIR
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VIEW OF POWER PLANT DECK (PIER 13 IN BACKGROUND)
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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7_ Pl an s-
AS BUILT DRAWINGS
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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7_ Pl an s-
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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LOUISVILLE KENTUCKY HYDROGRAPH
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7_ Pl an s-
W
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ADDITIONAL CONTRACTOR
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
REMOVED DUST AND DEBRIS PRIOR TO PLACEMENT OF NEW CONCRETE.
AT COMPLETION OF DEMOLITION, PRESSURE WASH CONCRETE FACE TO 3.
PRIOR TO ANY DISPOSAL. 24 INCH MAXIMUM DEBRIS SIZE.
CONTRACTOR TO FIELD VERIFY LOCATION AND COORDINATE WITH COR
DEMOLISHED CONCRETE IS TO BE DISPOSED OF ON EXISTING RIP RAP PILE. 2.
DEEP. REMOVE CONCRETE DOWN TO THE TOP OF THE GRANULAR FILL.
FULL DEPTH OF THE EXISTING CONCRETE CAP, APPROXIMATELY 5 FEET
PILE. FOR BID OPTION 1, ASSUME THE DELAMINATED AREA EXTENDS THE
REMOVE ENTIRE CONCRETE CAP DOWN 12 INCHES FROM TOP OF SHEET
BID, ASSUME THE DELAMINATED AREA IS A MAXIMUM OF 12 INCHES THICK.
CONCRETE CAP. SEE PHOTOS H1 AND H11 ON SHEET GR402. FOR THE BASE
THERE IS A DELAMINATED/DAMAGED CONCRETE AREA IN THE EXISTING 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
LEGEND
CONTRACTOR WORK LIMITS
FROM TOP OF SHEET PILE OF CELL 2
BASE BID- DEMOLISH 1' OF CONCRETE MEASURED
OPTION 1- DEMOLISH FULL DEPTH OF CONCRETE CAP
DISPOSE OF CONCRETE SPOILS
EXISTING RIP RAP LOCATION TO
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
LAREA
CD101
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
E
R A
L L
D E
M O
L
IT
IO
N
P L
A N
A1
OVERALL DEMOLITION PLAN
1"=60'SCALE: 60' 120'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
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CAP TO REMAIN
EXISTING CONCRETE
CAP TO REMAIN
EXISTING CONCRETE
ADDITIONAL CONTRACTOR
LAYDOWN AREA
MATCHLINE SEE SHEET CD102
MATCHLINE SEE SHEET CD103
.5
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
PRIOR TO ANY DISPOSAL. 24 INCH MAXIMUM DEBRIS SIZE.
CONTRACTOR TO FIELD VERIFY LOCATION AND COORDINATE WITH COR
DEMOLISHED CONCRETE IS TO BE DISPOSED OF ON EXISTING RIP RAP PILE. 2.
DEEP. REMOVE CONCRETE DOWN TO THE TOP OF THE GRANULAR FILL.
FULL DEPTH OF THE EXISTING CONCRETE CAP, APPROXIMATELY 5 FEET
PILE. FOR BID OPTION 1, ASSUME THE DELAMINATED AREA EXTENDS THE
REMOVE ENTIRE CONCRETE CAP DOWN 12 INCHES FROM TOP OF SHEET
BID, ASSUME THE DELAMINATED AREA IS A MAXIMUM OF 12 INCHES THICK.
CONCRETE CAP. SEE PHOTOS H1 AND H11 ON SHEET GR402. FOR THE BASE
THERE IS A DELAMINATED/DAMAGED CONCRETE AREA IN THE EXISTING 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
SHEET KEYNOTES
DEMOLISHED CONCRETE FROM CELL 2.
APPROX. LOCATION OF EXISTING RIP RAP. AREA TO BE USED TO DISPOSE OF 3.
LOCATION SPECIFIED ON THIS SHEET; SHEET CS501 DETAIL G1.
OPTION 1- DEMOLISH CONCRETE CAP TO LEVEL OF GRANULAR FILL IN 2.
A15. MEASURE DISTANCE FROM TOP OF SHEET PILE OF CELL 2.
BASE BID- DEMOLISH 1' OF CONCRETE OFF OF CELL 2; SHEET CS501, DETAIL 1.
LEGEND
CONTRACTOR WORK LIMITS
FROM TOP OF SHEET PILE OF CELL 2
BASE BID- DEMOLISH 1' OF CONCRETE MEASURED
OPTION 1- DEMOLISH FULL DEPTH OF CONCRETE CAP
DISPOSE OF CONCRETE SPOILS
EXISTING RIP RAP LOCATION TO
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T
CD102
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
M
O L
IT
IO
N P
L A
N
A1
DEMOLITION PLAN
1"=30'SCALE: 30' 60'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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7_ Pl an s-
AREA
CONTRACTOR
MATCHLINE SEE SHEET CD102
MATCHLINE SEE SHEET CD103
NORTH
PLAN
CANNELTON
HYDROELECTRIC
POWER PLANT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
PRIOR TO ANY DISPOSAL. 24 INCH MAXIMUM DEBRIS SIZE.
CONTRACTOR TO FIELD VERIFY LOCATION AND COORDINATE WITH COR
DEMOLISHED CONCRETE IS TO BE DISPOSED OF ON EXISTING RIP RAP PILE. 2.
DEEP. REMOVE CONCRETE DOWN TO THE TOP OF THE GRANULAR FILL.
FULL DEPTH OF THE EXISTING CONCRETE CAP, APPROXIMATELY 5 FEET
PILE. FOR BID OPTION 1, ASSUME THE DELAMINATED AREA EXTENDS THE
REMOVE ENTIRE CONCRETE CAP DOWN 12 INCHES FROM TOP OF SHEET
BID, ASSUME THE DELAMINATED AREA IS A MAXIMUM OF 12 INCHES THICK.
CONCRETE CAP. SEE PHOTOS H1 AND H11 ON SHEET GR402. FOR THE BASE
THERE IS A DELAMINATED/DAMAGED CONCRETE AREA IN THE EXISTING 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
SHEET KEYNOTES
DEMOLISHED CONCRETE FROM CELL 2.
APPROX. LOCATION OF EXISTING RIP RAP. AREA TO BE USED TO DISPOSE OF 3.
LOCATION SPECIFIED ON THIS SHEET; SHEET CS501 DETAIL G1.
OPTION 1- DEMOLISH CONCRETE CAP TO LEVEL OF GRANULAR FILL IN 2.
A15. MEASURE DISTANCE FROM TOP OF SHEET PILE OF CELL 2.
BASE BID- DEMOLISH 1' OF CONCRETE OFF OF CELL 2; SHEET CS501, DETAIL 1.
LEGEND
CONTRACTOR WORK LIMITS
FROM TOP OF SHEET PILE OF CELL 2
BASE BID- DEMOLISH 1' OF CONCRETE MEASURED
OPTION 1- DEMOLISH FULL DEPTH OF CONCRETE CAP
DISPOSE OF CONCRETE SPOILS
EXISTING RIP RAP LOCATION TO
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T
CD103
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
M
O L
IT
IO
N P
L A
N
A1
DEMOLITION PLAN
1"=30'SCALE: 30' 60'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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7_ Pl an s-
W
O H
IO
R
IV
E R
LAYDOWN AREA
ADDITIONAL CONTRACTOR
CS102
CS103
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
CONDITIONS.
ANY DAMAGE TO PAVEMENT MUST BE REPAIRED TO PRE-CONSTRUCTION 7.
METHODS TO CELL FOR REPAIR.
CONTRACTOR TO HORIZONTALLY PUMP CONCRETE OR OTHER APPROVED 6.
01 11 00 FOR GUIDANCE ON VEHICULAR ACCESS RESTRICTIONS.
ALLOWED ACROSS THE HYDROELECTRIC POWER PLANT. SEE SPECIFICATION
NO LARGE VEHICLES (E.G. DUMP TRUCKS, CONCRETE TRUCKS) WILL BE 5.
SPECIFICATION
ACCORDANCE WITH THE 03 30 00 "CAST-IN-PLACE CONCRETE"
PROPOSED CELL 2 REPAIR SHALL BE FILLED WITH CONCRETE IN 5.
TOP OF WEIR ELEVATION IS 388.0 FT PER AS BUILT DRAWINGS.4.
ANY CONSTRUCTION.
CONTRACTOR TO FEILD VERIFY EXTENT OF DELAMINATED AREA PRIOR TO 3.
COORDINATE WITH COR.
ALL EXTENTS. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR SHALL
CONTRACTOR WORK LIMITS ARE APPROXIMATE, CONTRACTOR TO VERIFY 2.
DRAWINGS INCLUDED ON SHEETS GR501-GR502.
INFORMATION FOR THE EXISTING FIXED WEIR WAS OBTAINED FROM AS-BUILT
A SURVEY WAS NOT COMPLETED AS PART OF THE DESIGN OF THIS PROJECT. 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR LAYDOWN AREA
OPTION 1- FULL DEPTH CONCRETE CAP REPAIR
BASE BID- CELL 2 CONCRETE CAP REPAIR
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
LAREA
CS101
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
E
R A
L L
C
IV
IL
S
IT
E
P L
A N
A1
OVERALL CIVIL SITE PLAN
1"=60'SCALE: 60' 120'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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7_ Pl an s-
DO NOT DISTURB
AREA OUTSIDE CWL
POWER PLANT
HYDROELECTRIC
CANNELTON
DO NOT DISTURB
EXISITNG SHEET PILE CUTOFF WALL
PIER 13
CELL 2
DO NOT DISTURB
AREA OUTSIDE CWL
.5
ADDITIONAL CONTRACTOR
LAYDOWN AREA
MATCHLINE SEE SHEET CS102
MATCHLINE SEE SHEET CS103
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
METHODS TO CELL FOR REPAIR.
CONTRACTOR TO HORIZONTALLY PUMP CONCRETE OR OTHER APPROVED 6.
01 11 00 FOR GUIDANCE ON VEHICULAR ACCESS RESTRICTIONS.
ALLOWED ACROSS THE HYDROELECTRIC POWER PLANT. SEE SPECIFICATION
NO LARGE VEHICLES (E.G. DUMP TRUCKS, CONCRETE TRUCKS) WILL BE 5.
SPECIFICATION
ACCORDANCE WITH THE 03 30 00 "CAST-IN-PLACE CONCRETE"
PROPOSED CELL 2 REPAIR SHALL BE FILLED WITH CONCRETE IN 5.
TOP OF WEIR ELEVATION IS 388.0 FT PER AS BUILT DRAWINGS.4.
ANY CONSTRUCTION.
CONTRACTOR TO FEILD VERIFY EXTENT OF DELAMINATED AREA PRIOR TO 3.
COORDINATE WITH COR.
ALL EXTENTS. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR SHALL
CONTRACTOR WORK LIMITS ARE APPROXIMATE, CONTRACTOR TO VERIFY 2.
DRAWINGS INCLUDED ON SHEETS GR501-GR502.
INFORMATION FOR THE EXISTING FIXED WEIR WAS OBTAINED FROM AS-BUILT
A SURVEY WAS NOT COMPLETED AS PART OF THE DESIGN OF THIS PROJECT. 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
SHEET KEYNOTES
PROPOSED CONCRETE PUMP LOCATION.5.
ADDITIONAL CONSTRUCTION STAGING AREA.4.
DAMAGED PAVEMENT TO PRE-CONSTRUCTION CONDITIONS
CONSTRUCTION STAGING AREA. CONTRACTOR TO REPAIR AND REPLACE ANY 3.
CONSTRUCTION; SEE SHEET CS501, DETAIL G1.
BIDDING PURPOSES. CONTRACTOR TO FEILD VERIFY EXACT AREA PRIOR TO
OPTION 1- FULL DEPTH CONCRETE CAP REPAIR APPROX. 210 SQ. FT. FOR 2.
CELL 2 REPAIR; SHEET CS502, DETAIL A11.
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR LAYDOWN AREA
OPTION 1- FULL DEPTH CONCRETE CAP REPAIR
BASE BID- CELL 2 CONCRETE CAP REPAIR
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T
CS102
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
IV
IL
S
IT
E P
L A
N
A1
CIVIL SITE PLAN
1"=30'SCALE: 30' 60'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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7_ Pl an s-
CANNELTON
HYDROELECTRIC
POWER PLANT
(DO NOT DISTURB)
SEALED HATCH COVERS
APPROXIMATE LOCATION OF
(DO NOT DISTURB)
SEALED HATCH COVERS
APPROXIMATE LOCATION OF
AREA
LAYDOWN
CONTRACTOR
MATCHLINE SEE SHEET CS102
MATCHLINE SEE SHEET CS103
NORTH
PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M
S C
H O
C E
M B
E R
A N
S
METHODS TO CELL FOR REPAIR.
CONTRACTOR TO HORIZONTALLY PUMP CONCRETE OR OTHER APPROVED 6.
01 11 00 FOR GUIDANCE ON VEHICULAR ACCESS RESTRICTIONS.
ALLOWED ACROSS THE HYDROELECTRIC POWER PLANT. SEE SPECIFICATION
NO LARGE VEHICLES (E.G. DUMP TRUCKS, CONCRETE TRUCKS) WILL BE 5.
SPECIFICATION
ACCORDANCE WITH THE 03 30 00 "CAST-IN-PLACE CONCRETE"
PROPOSED CELL 2 REPAIR SHALL BE FILLED WITH CONCRETE IN 5.
TOP OF WEIR ELEVATION IS 388.0 FT PER AS BUILT DRAWINGS.4.
ANY CONSTRUCTION.
CONTRACTOR TO FEILD VERIFY EXTENT OF DELAMINATED AREA PRIOR TO 3.
COORDINATE WITH COR.
ALL EXTENTS. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR SHALL
CONTRACTOR WORK LIMITS ARE APPROXIMATE, CONTRACTOR TO VERIFY 2.
DRAWINGS INCLUDED ON SHEETS GR501-GR502.
INFORMATION FOR THE EXISTING FIXED WEIR WAS OBTAINED FROM AS-BUILT
A SURVEY WAS NOT COMPLETED AS PART OF THE DESIGN OF THIS PROJECT. 1.
GENERAL SHEET NOTES
L
R O
O T
T F
R O
S T
R H
A R
R
IS
SHEET KEYNOTES
PROPOSED CONCRETE PUMP LOCATION.5.
ADDITIONAL CONSTRUCTION STAGING AREA.4.
DAMAGED PAVEMENT TO PRE-CONSTRUCTION CONDITIONS
CONSTRUCTION STAGING AREA. CONTRACTOR TO REPAIR AND REPLACE ANY 3.
CONSTRUCTION; SEE SHEET CS501, DETAIL G1.
BIDDING PURPOSES. CONTRACTOR TO FEILD VERIFY EXACT AREA PRIOR TO
OPTION 1- FULL DEPTH CONCRETE CAP REPAIR APPROX. 210 SQ. FT. FOR 2.
CELL 2 REPAIR; SHEET CS502, DETAIL A11.
LEGEND
CONTRACTOR WORK LIMITS
CONTRACTOR LAYDOWN AREA
OPTION 1- FULL DEPTH CONCRETE CAP REPAIR
BASE BID- CELL 2 CONCRETE CAP REPAIR
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T
CS103
A
W E
S V
IL
L
E
K Y
C A
N N
E L
T O
N F
IX
E
D W
E
IR
R E
P A
IR
P
F Y
S
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G
J R
P
L
L O
U
IS
V
IL
L E
K
Y
IL
S
IT
E P
L A
N
A1
CIVIL SITE PLAN
1"=30'SCALE: 30' 60'0
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
W
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7_ Pl an s-
A A
/4
(P E
R A
S -B
U
IL
T D
R A
W
IN
G S
D15
SCALE: NTS
TYPICAL CELL LAYOUT
52' - 6 1/2"
A1
SCALE: 1"=10'
CELL 2 SECTION A-A
EXISTING CONCRETE CAP
GRANULAR FILL
DETAIL NOTES:
1 EXISTING MOORING LINK AND EYE BOLT (3” DIAMETER).
SEE DETAIL “K”, SHEET GR503 (ORIGINAL AS-BUILT
DRAWING OC-100.4/6) AND IMAGE A11, SHEET GR406 FOR
REFERENCE. CUT OFF EYE BOLT AT DEMOLITION HEIGHT
APPROXIMATELY 12 INCHES BELOW TOP OF SHEET PILES
AND DISPOSE OF EYE AND LINK.
2 EXISTING INSPECTION HOLE, STEEL PIPE, AND STEEL CAP.
SEE IMAGES ON GR401-402. CUT PIPE AT DEMOLITION
HEIGHT APPROXIMATELY 12 INCHES BELOW TOP OF SHEET
PILES. DO THIS FOR ALL STEEL INSPECTION PIPES,
APPROXIMATELY (5) LOCATIONS. FILL HOLES WITH GRAVEL
OR DEMOLISHED CONCRETE WASTE. DEPTH OF PIPES
VARY BETWEEN 30 FT TO 47 FT.
3 EXISTING PVC PIPE INSPECTION HOLE. SEE DETAIL A1
NOTES ON SHEET CS502.
DETAIL A15, THIS SHEET
10' 20'0 A15 SCALE: 1"=40'
DEMOLITION DEPTH DETAIL
PROPOSED TOP OF NEW CONCRETE
TOP OF EXISTING SHEET PILE;
ELEVATION VARIES
TOP OF EXISTING CONCRETE;
12" MIN. BELOW TOP OF SHEET PILES
DEMOLISH EXISTING CONCRETE TO
40' 80'0
G1 SCALE: NTS
FULL DEPTH CONCRETE CAP REPAIR
DETAIL NOTES:
1.CONTRACT BASE BID IS FOR 12" OF DEMO /
NEW CONCRETE.
2. CONTRACT OPTION 1 IS FOR FULL DEPTH
CONCRETE CAP DEMOLITION AND
REPLACEMENT IN AREAS OF DELAMINATION.
3. REFER TO IMAGES H1 AND H11, SHEET GR402.
4. PROVIDE ROUGHENED SURFACE AT ALL
SURFACES WHERE NEW CONCRETE IS
PLACED AGAINST EXISTING CONCRETE.
MINIMUM 1/4" AMPLITUDE.
5.SEE AS-BUILT DRAWING GR502, SECTION F-F.
NOTE 1 IN 20 SLOPE DOWNSTREAM 15'-3"
PORTION OF CELL. MATCH EXISTING TOP OF
SHEET PILE.
SEE DETAIL NOTE 1.
POINT TO BE DEMOLISHED (TYP)
EXISTING STEEL PIPE MONITORING
PLAN
CONCRETE DOWN TO GRANULAR FILL.
DEMOLISH EXISTING DELAMINATED/DAMAGED
EXISTING CONCRETE
NEW CONCRETE
05 05 20.01 27 FOR EPOXY REQUIREMENTS.
REQUIRED. SEE SPECIFICATIONS
4'-0" EACH WAY. FIELD FABRICATE AS
12" MIN. EMBEDMENT WITH EPOXY AT
#6 DOWEL BAR WITH STANDARD HOOK
#6 BAR AT 12" EACH WAY, 6" CLEAR COVER
PROPOSED TOP OF NEW CONCRETE
TOP OF EXISTING SHEET PILE;
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DETAIL NOTES:
1.STEEL PIPE CONCRETE MONITORING POINTS MUST
BE DEMOLISHED TO LEVEL OF PROPOSED
DEMOLITION.
2. PVC MONITORING POINTS MUST BE PROTECTED AND
EXTENDED TO PROPOSED TOP OF CONCRETE CAP.
SEE DETAIL A1 NOTES ON SHEET CS502.
NOTE 2.
EXTENDED (TYP) SEE DETAIL
MONITORING POINT TO BE
EXISTING PVC PIPE
6" CLEAR COVER.
EMBEDMENT WITH EPOXY.
2'-0", 12" MINIMUM
30" #6 DOWEL BAR AT
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SCALE: 1"=40'
NEW CONCRETE CAP AND REINFORCEMENT DETAIL
40' 80'0
PROPOSED TOP OF NEW CONCRETE
TOP OF EXISTING SHEET PILE;
NEW CONCRETE 12"+ THICK
6" CLEAR COVER
#6 BAR AT 12" EACH WAY,
WAY.
SPACED 4'-0" ON CENTER EACH
12" MIN. EMBEDMENT W/ EPOXY.
#6 DOWEL BAR WITH STD. HOOK
DETAIL NOTES:
1.EXISTING PVC INSPECTION PORTS AND CAPS
PAINTED RED, (2) LOCATIONS; SEE IMAGE H11,
CONCRETE DEMOLITION AND EXTENDED TO TOP
OF PROPOSED CONCRETE CAP.
2.FOR CELL #2 THE NORTH INSPECTION PORT IS
APPROXIMATELY 65.5 INCHES DEEP FROM THE TOP
OF EXISTING CONCRETE TO BOTTOM OF
CONCRETE/TOP OF ALLUVIUM FILL. THE SOUTH
INSPECTION HOLE IS APPROXIMATELY 58 INCHES
DEEP FROM THE TOP OF EXISTING CONCRETE TO
THE BOTTOM OF CONCRETE/TOP OF FILL.
DO NOT ALLOW CONCRETE DEBIRS TO FALL INTO
THESE INSPECTION HOLES.
3.CONTRACTOR MUST PREVENT ALL DEBRIS AND
CONCRETE FROM ENTERING INSPECTION PORTS. A
SUGGESTED METHOD IS BEFORE DEMOLITION ,
TEMPORARILY INSTALL WOODEN 2X2'S AND TIE OFF
ROPES IN HOLES. STUFF RAGS ON TOP TO SEAL
OFF HOLES SO THAT THE FINAL DEPTH TO TOP OF
2X2 AND RAG IS BELOW DEMOLITION ELEVATION.
OR USE OTHER ACCEPTABLE MEANS TO PREVENT
CONCRETE DEBRIS FROM FALLING IN HOLES.
CONTRACT REPRESENTATIVE MUST VERIFY
MEASUREMENTS AND PROTECTION METHOD
BEFORE AND AFTER CONCRETE DEMOLITION.
4.AFTER CONCRETE DEMOLITION AND BEFORE
PLACING NEW CONCRETE, IN (2) INSPECTION
ADAPTOR, AND THREADED CAP SO THAT THE TOP
OF THE ADAPTOR IS FLUSH AND LEVEL WITH THE
TOP OF NEW CONCRETE. SECURE AND SEAL PIPE
IN PLACE, PAINT RED. (2) LOCATIONS
5. AFTER DEMOLITION AND BEFORE PLACING REBAR
AND NEW CONCRETE, REMOVE ALL DEBRIS AND
PRESSURE WASH SURFACE OF EXISTING
CONCRETE SO ALL DUST AND LAITANCE IS
REMOVED. USE CLEAN WATER. DO NOT USE RIVER
WATER.
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| COVER |
| Index |
| 128624-Plans-Certified Final-Dec2024 |
| 128624_GI001 |
| 128624_GI002 |
| 128624_GR101 |
| 128624_GR102 |
| 128624_GR103 |
| 128624_GR401 |
| 128624_GR402 |
| 128624_GR403 |
| 128624_GR404 |
| 128624_GR405 |
| 128624_GR406 |
| 128624_GR501 |
| 128624_GR502 |
| 128624_GR503 |
| 128624_GR504 |
| 128624_GR505 |
| 128624_GR506 |
| 128624_GR507 |
| 128624_GR508 |
| 128624_CD101 |
| 128624_CD102 |
| 128624_CD103 |
| 128624_CS101 |
| 128624_CS102 |
| 128624_CS103 |
| 128624_CS501 |
| 128624_CS502 |
File details come from the government source that posted it. Updated .