A22_-_Plans_Volume_3_-_Upper_Guidewall_Repairs(a).pdf
PDF 18 MB Posted
- Solicitation number
- W912EK19R0016
About this file
Plans - Volume 3: Upper Guidewall Repairs (File 1 of 4)
View the file
Other files
Show all 49
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
G -0 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.T .S
G-001
C O
V E
R S
H E
E T
B
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
C O
N C
R E
T E R
E P
A
IR
S
U P
P E
R G
U
ID
E W
A L L
B
IW
L D
V O
L -I
II
G -0 x x x .d g n
A
R O
D
VOLUME III: UPPER GUIDEWALL REPAIRS
VOLUME III
/0
/2
SOLICITATION
K
M
IT
V A
L S
K Y
M
C A
C K
L E
Y
A
H E
D D
L E
S T
E N of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD101
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P L
A N
B
IW
L D
V O
L -I
II
S
D x x x .d g n
A1
PLAN
D1
PLAN
S T
A
.2
S T
A
.0
T Y
P
REMOVAL. TYP
4" OF CONCRETE
REMOVAL. TYP
4" OF CONCRETE
T Y
P
SCALE : 3/8"=1'-0" 0 2' 4' 6'
SCALE : 3/8"=1'-0" 0 2' 4' 6'
LANDWALL
M A
T C
H L
IN
M
T C
H L
FLOW
A1
SD301
S H
E E
T S
D -1
GENERAL SHEET NOTES
S T
A
.0
M A
T C
H L
THAN 3/8" OUT-OF-PLANE ROUGHNESS.
3. THE FINAL REMOVAL SURFACE SHALL HAVE NO GREATER
WILL BE PERMITTED.
SQUARE SAW CUT. NO "FEATHERING" OF CONCRETE EDGES
2. ALL CONCRETE REMOVAL EDGES SHALL RECEIVE A 2" DEEP
OVER 4" BID PRICE.
COR FOR LIMITS OF ADDITIONAL REMOVAL PAID AT THE
OF THE 4' REMOVAL, THE CONTRACTOR WILL NOTIFY THE
1. IF SOUND CONCRETE IS NOT ENCOUNTERED AT THE BOTTOM
U P
P E
R A
P P
R O
A C
H W
A L L C
O N
C R
E T
E
R E
M O
V A
L S
T A
.0 T
O S
T A
.0
R E
S U
R F
A C
IN
G
H O
R
IZ
O N
T A
L
A P
P R
O A
C H W
A L L
B E
G
IN
U
P P
E R
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.2
M .J
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.5
S T
A
.0
S T
A
.5
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
VOLUME III
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD102
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P L
A N
B
IW
L D
V O
L -I
II
S
D x x x .d g n
A1
PLAN
S T
A
.0
S T
A
.0
S T
A
.0
D1
PLAN
S T
A
.5
S T
A .5
REMOVAL. TYP
4" CONCRETE
T Y
P
T Y
P
REMOVAL. TYP
4" CONCRETE
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
M A
T C
H L
M
T C
H L
BULLNOSE
FLOW
S H
E E
T S
D -1
S T
A
.0
M A
T C
H L
IN
E
R E
S U
R F
A C
IN
G
H O
R
IZ
O N
T A
L
A P
P R
O A
C H W
A L L
E N
D O
F U
P P
E R
S T
A
.8
U P
P E
R A
P P
R O
A C
H W
A L L C
O N
C R
E T
E
R E
M O
V A
L S
T A
.0 T
O S
T A
.8
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:3
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD121
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P L
A N
B
IW
L D
V O
L -I
II
S
D x x x .d g n
0 2' 4' 8'SCALE : 1/4"=1'-0"
GENERAL SHEET NOTES
SD921
E4
SD921
C1
SD921
C7
SD921
A4
SD921
E1
SD921
C4
SD921
A1
SD921
A7
A1
PLAN
(DIAPHRAGM SHEETPILE CELLS CONCRETE CAP)
REMOVE MINIMUM 8" CONCRETE
(CENTER SLABS)
& 10" GRAVEL/SAND FILL
REMOVE 6" BITUMINUS SURFACING
U P
P E
R A
P P
R O
A C
H W
A L L B
U L L N
O S
E
R E
M O
V A
L A
N D P
H O
T O R
E F
E R
E N
C E
1. SEE SHEET S-121 FOR GENERAL DIMENSIONS OF BULL NOSE.
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
VOLUME III
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:3
:2
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD301
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
II
S
D x x x .d g n
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
SECTION
M
IN
EXISTING APPROACH WALL
EXISTING CONTROL JOINT
REMOVE EXISTING HANDRAILS 4'-5"
2" DEEP SAWCUT
GENERAL SHEET NOTES
REMOVAL
WILL BE REQUIRED.
FIELD, ADDITIONAL CRACK CONTROL JOINTS
LOCAL DEEPER REMOVALS ARE DETERMINED IN
SURFACE IRREGULARITIES MORE THAN 3/8". IF
CONCRETE OVERLAY SHALL BE SMOOTH WITH NO
EXISTING CONCRETE SURFACES TO RECEIVE A2.
FELT UNDERLAYMENT.
TYPE I OR TYPE II ASPHALYIC-SATURATED ORGANIC
OVER EXISTING CONCRETE WITH ASTM D4869,
UNDERLAY ALL NEW CONCRETE TO BE REPLACED1.
U P
P E
R A
P P
R O
A C
H W
A L L
S E
C T
IO
N
C O
N C
R E
T E R
E M
O V
A L
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:4
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD321
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
U P
P E
R A
P P
R O
A C
H W
A L L B
U L L N
O S
E
B
IW
L D
V O
L -I
II
S
D x x x .d g n
0 1' 2' 4'SCALE : 1/2"=1'-0"
S E
C T
IO
N
REMOVAL
AND STRAP ANCHORS
PRESERVE CORNER ARMOR
2" SAWCUT MIN.
EXISTING CORNER ARMOR
EXIST. #5 BARS
E X
IS
T
R E
IN
F O
R C
E M
E N
T
D E
E P
"2 15'-4
A1
SECTION - BULLNOSE CENTER CONCRETE
R E
M O
V A
L
VOLUME III
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
II
S
D x x x .d g n
:2
:2
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
SD901
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
II
S
D x x x .d g n
LEVEL GUAGE
REMOVE RIVER
ANGLE SUPPORTS
SAFETY BLOCK
REMOVE (5)
GAUGE PLATES
DISCARD CRACK
REMOVE AND
SUPPORTS
BLOCK ANGLE
REMOVE SAFETY
AND LADDER
MOORING POST
REMOVE
POST AND LADDER
REMOVE MOORING
LADDER
BRACKETS AND CATWALK
REMOVE (4) CATWALK HANGER
SUPPORTS
AND SAFETY BLOCK ANGLE
CATWALK HANGER BRACKET
BRACKET
CATWALK HANGER
A1
PHOTO
A4
PHOTO
A7
PHOTO
GENERAL SHEET NOTES
D1
PHOTO
D3
PHOTO
D5
PHOTO
D7
PHOTO
F O
R E
X T
E R
N A
L R
E
IN
F O
R C
E M
E N
T P
L A
T E
U P
P E
R A
P P
R O
A C
H W
A L L R
E M
O V
A L
P H
O T
O G
R A
P H
S
SIKAGROUT-528 SF).
CEMENTITIOUS GROUT. (ONE SUCH PRODUCT IS
THE REMAINING BOLT "DRY-PACKED" WITH A NON-SHRINK
CONCRETE AND THE ENTIRE CAVITY AROUND AND OVER
SHALL BE RECESSED AT LEAST 1/2" BELOW THE ADJACENT
4. BOLTS THAT WILL NOT BE COVERED BY THE NEW PLATE
ADJACENT CONCRETE.
REINFORCING PLATE SHALL BE CUT OFF FLUSH WITH
3. BOLTS REMOVED IN THE FOOT PRINT OF THE NEW
(LOCKMASTER) UNO.
FACILITY AS DIRECTED BY THE GOVERNMENT
LOCATED ON THE LAND WALL SIDE OF THE LOCK AND DAM
2. ALL ITEMS TO BE REMOVED SHALL BE UNDAMAGED AND
REINFORCEMENT PLATE SHOWN ON SHEET S-501.
FACILITATE THE INSTALLATION OF THE EXTERNAL
1. ALL ITEMS SHOWN FOR REMOVAL ON THIS SHEET ARE TO
B J
O N
E S
C
D E
L O
N G
/0
/2
A
R O
D
VOLUME III
SOLICITATION
B J
O N
E S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
File details come from the government source that posted it.