PLAN_SET_Amendment_0003.pdf
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- MISSISSIPPI RIVER BASIN; LOCK AND DAM NO. 15; ROCK ISLAND, IL; DOWNSTREAM GUIDEWALL REPAIR
- Solicitation number
- W912EK-17-R-0006
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TITLE OF DRAWING
REF. NO.
SHEET
S-001
TITLE OF DRAWING
REF. NO.
SHEET
REF. NO.
SHEET
GENERAL
CIVIL
STRUCTURAL
ELECTRICAL
SURVEY WALL MONITORING
STRUCTURAL NOTES AND LEGEND
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GENERAL NOTES AND LEGEND
ABBREVIATIONS
INDEX OF DRAWINGS
COVER SHEET
G-004
G-003
G-002
G-001
S-106
S-105
S-104
S-103
S-102
S-101
S-203
S-202
S-201
NEW GUIDEWALL ELEVATION - MONOLITHS 23-26
NEW GUIDEWALL ELEVATION - MONOLITHS 27-30
NEW GUIDEWALL ELEVATION - MONOLITHS 31-34
NEW GUIDEWALL PLAN MONOLITHS 23-24
NEW GUIDEWALL PLAN MONOLITHS 25-26
NEW GUIDEWALL PLAN MONOLITHS 27-28
NEW GUIDEWALL PLAN MONOLITHS 29-30
NEW GUIDEWALL PLAN MONOLITHS 31-32
NEW GUIDEWALL PLAN MONOLITHS 33-34
S-405
S-404
S-403
S-402
S-401
S-400
ELECTRICAL DETAILS
ELECTRICAL DETAILS
ELECTRICAL DETAILS
ELECTRICAL RE-INSTALLATION PLAN
ELECTRICAL DEMOLITION PLAN
EXISTING ELECTRICAL PLAN
ELECTRICAL NOTES
C-104
C-103
C-102
C-101
V-101 SURVEY WALL MONITORING
E-503
E-502
E-501
E-103
E-102
E-101
E-001
V-102 DESIGN PLAN AND PROFILE ALIGNMENT
REFERENCE DRAWINGS
V-103 SURVEY CONTROL DIAGRAM
S-520
S-518
S-517
S-516
S-515
S-511
S-510
S-507
S-506
S-505
S-502
S-501
S-315
S-313
S-312
S-311
S-310
S-309
S-308
S-304
S-303
S-301
SOLICITATION
LIGHT STANDARD REINFORCEMENT
DETAILS - MONOLITH 34 REINFORCEMENT
DETAILS - MONOLITH 34 PLAN AND ELEVATION
DETAILS - MONOLITH 34 ISOMETRIC
TEMPORARY PROTECTION - MONOLITHS 28 AND 29
HANDRAIL DETAILS
MONOLITH JOINT DETAILS
LADDER DETAILS
ARMOR DETAILS II
ARMOR DETAILS I
CHECKPOST DETAILS
DRILLED SHAFT DETAILS
EMBANKMENT PLACEMENT PLAN AND SECTION
EXISTING BORROW SECTIONS
EXISTING GROUND SURFACE
GENERAL PLAN
R T
N J
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G S F
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W G
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R-025
R-024
R-023
R-022
R-021
R-020
R-019
R-018
R-017
R-016
R-015
R-014
R-013
R-012
R-011
R-010
R-009
R-008
R-007
R-006
R-005
R-004
R-003
R-002
R-001
LOWER GUIDEWALL REPAIR - STRUCTURAL DETAILS
LOWER GUIDEWALL REPAIR - STRUCTURAL DETAILS
LOWER GUIDEWALL REPAIR - SITE PLAN
CABLE SCHEDULE IV - POWER CABLES
CABLE SCHEDULE III - LIGHTING CABLES
LIGHTING DETAILS
ELECTRIC PULL BOX DETAILS
GUIDE WALLS - PLANS
SKETCH OF LOWER GUIDE WALL SHOWING EXTENT OF DAMAGE CAUSED BY FILL ON BACKSIDE OF WALL
CONSTRUCTION CROSS SECTIONS - LOWER APPROACH AREA
CONSTRUCTION CROSS SECTIONS - LOWER APPROACH AREA
CONSTRUCTION CROSS SECTIONS - LOWER APPROACH AREA
CONSTRUCTION CROSS SECTIONS - LOWER APPROACH AREA
CONSTRUCTION CROSS SECTIONS - LOWER GUIDE WALL
CONSTRUCTION CROSS SECTIONS - LOWER GUIDE WALL
CONSTRUCTION CROSS SECTIONS - LOWER GUIDE WALL
LOWER GUIDE WALL CRIB
LOWER GUIDE WALL CRIB
PILING - LOWER GUIDE WALL
MONOLITH LAYOUTS
DETAILS OF WALL ARMOR AND PROTECTION ANGLES
LOCATION OF WALL ARMOR AND PROTECTION ANGLES
MASONRY UPPER AND LOWER GUIDE WALLS
BORINGS
BORINGS
R T
N
A U
G
CRIB FACE TRIMMING
SECTIONS - MONOLITH 34 BUTTRESS REINFORCEMENT
SECTIONS - BUTTRESS REINFORCEMENT
SECTIONS - DRILLED SHAFT
SECTIONS - WALL REINFORCEMENT
SECTIONS - WALL WITH BUTTRESS REINFORCEMENT
SECTIONS - WALL, DRILLED SECTIONS AND CHECKPOSTS
WALL DEMOLITION SECTION - MONOLITHS 30-33
WALL DEMOLITION SECTION
EXISTING CONDITIONS - SECTION
NEW GUIDEWALL PLAN
NEW GUIDEWALL PLAN
WALL DEMOLITION PLAN
WALL DEMOLITION PLAN
EXISTING CONDITIONS PLAN MONOLITHS 23-26
EXISTING CONDITIONS PLAN MONOLITHS 27-34 2
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INDICATES REMOVAL OF CONCRETE
INDICATES HORIZONTAL RESURFACING
INDICATES AN AREA OF GRASS
INDICATES GRANULAR SURFACE
MONOLITH NUMBER
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GENERAL NOTESLEGEND
EXISTING TIMBER PILE
NEW DRILLED SHAFT PILE
INDICATES GROUT
INDICATES NEW CONCRETE IN SECTION
INDICATES NEW CONCRETE IN PLAN/ELEVATION
INDICATES PREVIOUSLY DEMOLISHED MONOLITH WALL
SOLICITATION
INDICATES MATERIAL AVAILABLE FOR BORROW
ALL ANCHORS AND NUTS SHALL BE GALVANIZED.
DEPTH WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE SHEAR.
ANCHORED CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A
MAY BE REQUIRED TO INSTALL NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING
APPROVED METHOD AND TYPE OF TOUCH UP PAINTING AS NECESSARY. CONTRACTOR
REINSTALLATION MADE TO ITS ORIGINAL LOCATION AND CONDITION, INCLUDING AN
CONSTRUCTION AS LONG AS SAFETY AND SECURITY MAINTAINED AND
SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS DURING 17.
CONTAINING FLAMMABLE PRODUCTS. SEE SPECIFICATIONS.
DANGEROUS BY THE LOCKMASTER WILL BE ALLOWED DURING LOCKAGE OF TOWS
NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS DEEMED 16.
WHICH MAY REQUIRE GRADING, SEEDING, ETC.
ANY WORK. THE CONTRACTOR SHALL RETURN THE SITE TO EXISTING CONDITIONS,
WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO CONTRACTOR PERFORMING
AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL BE PERFORMED 15.
REUSE EXISTING.
"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES TO 14.
FOR CLARITY.
ALONG ALIGNMENT, THESE POTENTIAL OFFSETS ARE NOT SHOWN IN THESE DRAWINGS
EXISTING CONCRETE TO REMAIN. BECAUSE THEIR MAGNITUDE WOULD LIKELY VARY
OFFSET AT THE BOTTOM OF THE NEW CONCRETE PLACEMENT WHERE IT ABUTS THE
MONOLITH RIVERSIDE FACE IS TO BE VERTICALLY PLUMB, THIS MAY LEAD TO ABRUPT
MONOLITHS IN ALIGNMENT WITH THE FACE OF THE LOCK CHAMBER. THE NEW
THE INTENT OF THIS CONTRACT IS TO CONSTRUCT THE FACES OF THE NEW
THE EXISTING GUIDEWALL IS NO LONGER IN ALIGNMENT WITH THE LOCK CHAMBER. 13.
CONTRACTOR.
AVERAGE ELEVATION OF 552.1 FEET. EXACT ELEVATIONS TO BE FIELD VERIFIED BY THE
RELATIVE TO THE ADJACENT MONOLITHS, THE MONOLITHS WERE DEMOLISHED TO AN
MONOLITHS 30, 31, 32, AND 33 WERE DEMOLISHED DUE TO EXCESSIVE DISPLACEMENT 12.
STRUCTURES SUCH AS SHIMS OR MINOR GRINDING.
FORM WORK AND COFFERDAMS AND FOR AFFIXING NEW FEATURES TO EXISTING
RESPONSIBLE FOR MINOR MATERIALS AND ADJUSTMENTS FOR FITTING AND SEALING
DIMENSIONALLY FROM THAT INDICATED ON DRAWINGS AND ASBUILTS. CONTRACTOR IS
AT THE LOCK MAY BE OUT OF PLUMB, BE SLIGHTLY OFF IN LOCATION, OR SLIGHTLY OFF
TO SHOP DRAWING PREPARATION AND MATERIAL FABRICATION. EXISTING FEATURES
BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR
ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK 11.
FROM TIME CONSIDERATIONS DUE TO SEVERE WEATHER.
INCLUDED IN THE SPECIFICATIONS. THE CONSTRUCTION CLOSURES ARE EXCLUDED
DATES FOR CONSTRUCTION CLOSURES WHEN NO NAVIGATION WILL OCCUR ARE 10.
PERSONNEL TO CONDUCT LOCK OPERATIONS.
TEMPORARY HANDRAILS, CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT
PROVISIONS NECESSARY, INCLUDING TEMPORARY COVERS FOR OPEN TRENCHES,
PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS. CONTRACTOR SHALL MAKE ALL
THE LOCKS AND DAMS SHALL REMAIN IN OPERATION DURING THE CONSTRUCTION 9.
REQUIRED UNLESS OTHERWISE PERMITTED BY THE LOCKMASTER.
LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL QUEUING PROCEDURES IS
THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY USERS FOR 8.
THE AVAILABLE SOIL BORING LOGS ARE INCLUDED IN THE REFERENCE DRAWINGS.7.
DRAWINGS ARE NOT PRINTED TO SCALE.
THEY DO NOT NECESSARILY REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE
THE REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE NOT "AS BUILT" SO
CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS CONTRACT IS SHOWN ON
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY FOR THE 6.
OPEN FOR SITE ACCESS.
CONTRACTING OFFICER REPRESENTATIVE WILL BE REQUIRED TO SWING THE BRIDGE
SWINGSPAN BRIDGE. COORDINATION BETWEEN THE CONTRACTOR AND THE
ACCESS TO THE WORK AREA BY LAND IS RESTRICTED BY THE GOVERNMENT 5.
INSPECTIONS, AND DELAYS TO ACCESS THE ISLAND.
DAPAMCROC 000048). CONTRACTOR SHALL EXPECT ADDITIONAL REQUIREMENTS,
ARSENAL ISLAND WILL BE VIA MOLINE BRIDGE (ARSENAL STRUCTURE NO. 48,
LOCK 15 IS LOCATED ON ARSENAL ISLAND, A MILITARY INSTALLATION. ACCESS ONTO 4.
ACCORDANCE WITH THE SPECIFICATIONS.
GOVERNMENT UTILITIES WILL BE MADE AVAILABLE TO THE CONTRACTOR IN 3.
SHALL USE NAD 1983 ILLINOIS WEST STATE PLANE COORDINATES.
(M.S.L.) 1912 DATUM UNLESS OTHERWISE NOTED. ALL HORIZONTAL COORDINATES
ALL ELEVATIONS SHOWN ON THE LOCK 15 DRAWINGS REFER TO MEAN SEA LEVEL 2.
AFFECTED. HYDROGRAPHS CAN BE OBTAINED FROM HTTP://RIVERGAGES.COM.
THAT THE WATER IS STORED IN THE POOL AND A CORRESPONDING TAILWATER DROP
DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. IT CANNOT BE REGULATED SUCH
LOCK 15 IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY TO MAINTAIN A 1.
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34333231282726 3029252423222120
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0 40'SCALE : 1"=20'-0" 10' 20'
LIMITS OF PLACEMENT
30'-0" TRANSITION ZONE
0 40'SCALE : 1"=20'-0" 10' 20'
EL. VARIES
TAILWATER
NEW EMBANKMENT
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SOLICITATION
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PLAN - FINISHED EMBANKMENT PLACEMENT
GRADATION RR2 STONE
12" ILLINOIS DOT
FINISHED GRADE TO COVER NEW BUTTRESS
EL. 548 ±
A1
SECTION - FINISHED EMBANKMENT PLACEMENT
(SEE NOTES 2-3)
6'
TO BE PLACED ON FACE OF NEW EMBANKMENT SLOPE.
5. 12" THICKNESS OF ILLINOIS DOT GRADATION RR2 STONE IS
MONOLITH AND BE SEEDED.
SLIGHT SLOPE THE DRAIN AWAY FROM THE CONCRETE
THE CROWN OF THE NEW EMBANKMENT SHALL HAVE A 4.
SURFACE.
EARTH WORK SURFACE FOLLOWED BY FINISHED STONE
CONTRACTOR SHALL PERFORM A SURVEY OF THE FINISHED 3.
WITH THE SUBMITTAL: "EMBANKMENT PLACEMENT PLAN."
CONTRACTOR. PLACE EMBANKMENT TO BE CONSISTENT
2. FINAL EMBANKMENT WIDTH TO TO BE DETERMINED BY THE
DISTURBED AT STA. 724.4B.
754.4B AND THE EXISTING EMBANKMENT NOT TO BE
THE UPSTREAM LIMIT OF EMBANKMENT PLACEMENT AT STA.
NECESSARY TO PROVIDE A SMOOTH TRANSITION BETWEEN
PERFORM GRADING AND/OR FILL PLACEMENT AS 1.
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EL 563.0
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SURFACE
EXISTING TOP
MATCH INTO
EXISTING MONOLITHS TO REMAIN 12 NEW MONOLITHS (No. 23 THROUGH 34)
S T
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E - 2186853.22
N - 1766572.02
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MONOLITHS
EXISTING
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SHEET NOTES
MONOLITH 22 AT THE MONOLITH JOINT.
FACE TO MATCH INTO THE EXISTING VERTICAL EDGE OF
2. MONOLITH 23 SHALL TRANSITION ITS NORTH VERTICAL
STRAIGHT LINE BETWEEN THESE COORDINATE POINTS.
MONOLITH EDGES IN BETWEEN SHALL BE LOCATED ON A
VERTICAL EDGE FOR NEW MONOLITHS. ALL NEW
MONOLITH JOINTS AND ESTABLISH THE NORTH SIDE,
COORDINATE POINTS ARE LOCATED AT THE INDICATED
DESIGN ALIGNMENT FOR THE NEW MONOLITHS. THESE
NORTHING/EASTING POINTS PROVIDE THE HORIZONTAL 1.
MONOLITHS
N
MONOLITH 23)
(NEW
TRANSITION DESIGN PROFILE - TOP OF NEW MONOLITHS
EL 563.0 INCH LOWER THAN THE DESIGN PROFILE
TOP SURFACE OF MONOLITH 22 IS APPROXIMATELY ONE
SURVEY DATA TAKEN ON 10 MAY 2017 INDICATES THE
SOLICITATION
E - 2186604.16
N - 1766399.28 1 1
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S-101
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -1
X X
X .d g n
0 20'10'SCALE : 1"=10'-0"
N
34333231
FLOW
S T
A .0 B
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
M A
T C
H L
IN
E
S T
A .0 B
2827 29
FLOW
M A
T C
H L
IN
E
S T
A .0 B
M A
T C
H L
IN
E
S -1
-C
S -1
-A
S T
A .0 B
0 20'10'SCALE : 1"=10'-0"
S -1
-A
S -1
-C
S -1
-A
S -1
-C
P L
A N
M O
N O
L
IT
H S
-3
N
S-301
A1
SOLICITATION
MEMBERS, TYP.
EXISTING CRIB
PILE, TYP
EXISTING WOOD
NOTE: HANDRAIL NOT SHOWN FOR CLARITY.
E X
IS
T
IN
G C
O N
D
IT
IO
N S
C1
PLAN - EXISTING CONDITIONS - MONOLITHS 27-30
A1
PLAN - EXISTING CONDITIONS - MONOLITHS 31-34
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
A
IL
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\1
S -1
X X
X .d g n
:3
:3
A
M
B E
C D
M L L
/1
/2
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
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P S O
F E
N G
IN
E E
S-102
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
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A M N
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M
IS
S
IS
S
IP
P I
R
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A S
IN
L O
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S -1
X X
X .d g n
0 20’10’SCALE : 1"=10’-0"
N
/0
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A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
2423 2522
FLOW
M A
T C
H L
IN
E
S T
A .0 B
S -1
-C
S -1
-A
S T
A .0 B
S-301
A1
P L
A N
M O
N O
L
IT
H S
-2
SOLICITATION
MEMBERS, TYP.
PILE, TYP
EXISTING WOOD
NOTE: HANDRAIL NOT SHOWN FOR CLARITY.
A1
PLAN - EXISTING CONDITIONS - MONOLITHS 23-26
E X
IS
T
IN
G C
O N
D
IT
IO
N S
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
A
IL
ID
Sheet
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
D
2 3
C
4 5
A
B
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -1
X X
X .d g n
:0
:2
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
S-103
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -1
X X
X .d g n
0 20'10'SCALE : 1"=10'-0"
N
34333231
FLOW
S T
A .0 B
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
M A
T C
H L
IN
E
S T
A .0 B
2827 29
FLOW
M A
T C
H L
IN
E
S -1
-C
S -1
-A
S T
A .0 B
0 20'10'SCALE : 1"=10'-0"
S -1
-A
S -1
-C
S -1
-A
S -1
-C
W A
L L D
E M
O L
IT
IO
N
P L
A N
S-303
A1
S-304
A1
DEMOLISH WALL
S T
A .0 B
M A
T C
H L
IN
E
C1
PLAN - WALL DEMOLITION - MONOLITHS 27-30
A1
PLAN - WALL DEMOLITION - MONOLITHS 31-34
DEMOLISH WALL
AREA PREVIOUSLY DEMOLISHED
AREA PREVIOUSLY DEMOLISHED
SOLICITATION
TO EL 552.1 (APPROX)
TO EL 552.1 (APPROX)
R T
N
A U
G
A M
D
D
E M
O L
IT
IO
N H
A T
C H
IN
G A
R E
A
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -1
X X
X .d g n
:0
:2
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
S-105
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -1
X X
X .d g n
0 20'10'SCALE : 1"=10'-0"
N
34333231
FLOW
S T
A .0 B
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
M A
T C
H L
IN
E
S T
A .0 B
2827 29
FLOW
M A
T C
H L
IN
E
S T
A .0 B
M A
T C
H L
IN
E
S -1
-C
S -1
-A
S T
A .0 B
0 20'10'SCALE : 1"=10'-0"
S -1
-A
S -1
-C
S -1
-A
S -1
-C
NEW GUIDEWALL
NEW GUIDEWALL
N E
W G
U
ID
E W
A L L
P L
A N
SEE ENLARGED PLANS ON SHEET S-400 THROUGH S-405
C1
PLAN - NEW GUIDEWALL - MONOLITHS 27-30
A1
PLAN - NEW GUIDEWALL 31-34
S-310
A1
S-310
A1
NEW DRILLED SHAFT (TYP.)
NEW DRILLED SHAFT (TYP.)
S-310
A4
S-310
A4
SEE ELECTRICAL DRAWINGS
LIGHT POLE.
SEE ELECTRICAL DRAWINGS
LIGHT POLE.
SEE ENLARGED PLANS ON SHEET S-400 THROUGH S-405
S-308
A1
S-308
A1
S-313
A1 S-313
A3
SOLICITATION
NEW CONCRETE BUTTRESS (TYP)
NEW CONCRETE BUTTRESS (TYP)
NEW HANDRAIL, TYP
NEW HANDRAIL, TYP
R T
N
A U
G
A M
D
M
IN
O
R R
E V
IS
IO
N S
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -1
X X
X .d g n
:0
:1
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
S-106
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -1
X X
X .d g n
0 20'10'SCALE : 1"=10'-0"
N
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
2423 2522
FLOW
M A
T C
H L
IN
E
S T
A .0 B
S -1
-C
S -1
-A
S T
A .0 B
NEW GUIDEWALL
N E
W G
U
ID
E W
A L L
P L
A N
A1
PLAN - NEW GUIDEWALL
SEE ENLARGED PLANS ON SHEET S-400 THROUGH S-405
S-308
A1
NEW DRILLED SHAFT (TYP.)
SOLICITATION
NEW CONCRETE BUTTRESS (TYP.)
NEW HANDRAIL, TYP
R T
N
A U
G
A M
D
H
A T
C H
IN
G O
N B
U T
T R
E S
S E
S
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S-505-D1S-505-D1
S-506-B4
S-506-C1 S-506-C1
S-505-D1S-505-D1S-505-D1 S-506-C2
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -2
X X
X .d g n
:0
:0
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
S-201
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
0 4' 8'SCALE : 3/16"=1'-0" 12'
M O
N O
L
IT
H S
EL. 563.0
TOP OF GUIDEWALL
EL. 545.0
TOP OF CRIBBING
EL. 528.0
BOTTOM OF CRIBBING
(T
Y P
S -2
X X
X .d g n
EL. 553.0
EL. 543.0
EL. 533.0
EL. 523.0
EL. 513.0
EL. 503.0
EL. 493.0
EL. 483.0
S T
A .0 B
S T
A .2 B
S T
A .2 B
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
/0
/2
A S S
H O
W N
S T
A .2 B
S T
A .2 B
A1
ELEVATION: MONOLITHS 31 - 34
N E
W G
U
ID
E W
A L L E
L E
V A
T
IO
N
S-311
A5
BEAM (TYP.)
BOTTOM OF REINFORCING
EL. 516.0
BOTTOM OF NEW CASING
S T
A .2 B
C N
E W L
A D
D E
R L L C
H E
C K P
O S
T
C N
W
L C H
E C
K P
O S
T
C N
E C
K P
O S
T
C N
A .3 B
S T
A .8 B
S T
A .9 B
S
P A
EL. 546.0
REMOVAL LIMIT
BEDROCK ELEVATION.
REGARDLESS OF ACTUAL TOP OF
NINE FEET INTO BEDROCK,
EACH DRILLED SHAFT IS TO BE PLACED
ACTUAL BEDROCK PROFILE MAY VARY.
LINEAR BETWEEN THE BORINGS.
ON PREVIOUS BORINGS AND ASSUMED
EXISTING BEDROCK PROFILE IS BASED 1.
NOTES
SOLICITATION
W A
L L A
R M
O R S -5
-B
(APPROXIMATE)
EXISTING LIMESTONE BEDROCK
R T
N A
M D
C
L A
R
IF
IE
D B
E D
R O
C K M
A T
E R
IA
L
A U
G
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S-505-D1 S-505-D1S-505-D1S-505-D1
N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -2
X X
X .d g n
:0
:5
P
M
M V
R -A
P P
W P
L T
D
A T
E
A
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
S-202
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -2
X X
X .d g n
0 4' 8'SCALE : 3/16"=1'-0" 12'
M O
N O
L
IT
H S
(T
Y P
S T
A .2 B
S T
A .2 B
S T
A .2 B
EL. 563.0
TOP OF GUIDEWALL
EL. 553.0
EL. 543.0
EL. 533.0
EL. 523.0
EL. 513.0
EL. 503.0
EL. 493.0
EL. 483.0
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
S T
A .2 B
S T
A .2 B
EL. 528.0
CRIBBING
BOTTOM OF
A1
ELEVATION: MONOLITHS 27 - 30
N E
W G
U
ID
E W
A L L E
L E
V A
T
IO
N
EL. 516.0
NEW CASING
BOTTOM OF
L C H
E C
K P
O S
T
C N
E C
K P
O S
T
C N
E C
K P
O S
T
C N
A .0 B
S T
A .0 B
S T
A .5 B
BEAM (TYP.)
BOTTOM OF REINFORCING
P A
W A
L L A
R M
O R S -5
-B
S-311
A5
BEDROCK ELEVATION.
REGARDLESS OF ACTUAL TOP OF
NINE FEET INTO BEDROCK,
EACH DRILLED SHAFT IS TO BE PLACED
ACTUAL BEDROCK PROFILE MAY VARY.
LINEAR BETWEEN THE BORINGS.
ON PREVIOUS BORINGS AND ASSUMED
EXISTING BEDROCK PROFILE IS BASED 1.
NOTES
EL. 545.0
TOP OF CRIBBING
EL. 546.0
REMOVAL LIMIT
SOLICITATION
1(APPROXIMATE)
EXISTING LIMESTONE BEDROCK
R T
N A
M D
C
L A
R
IF
IE
D B
E D
R O
C K M
A T
E R
IA
L
A U
G
ID
Sheet
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
D
2 3
C
4 5
A
B
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
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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
S-505-D1
S-506-C1 S-506-C1
S-505-D1
S-506-B4
S-505-D1S-505-D1
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -2
X X
X .d g n
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P
M
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P P
W P
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D
A T
E
R O
C K I S
L A
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IL
L
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IS
R O
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L A
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IS
T R
IC
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A R
M Y C
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P S O
F E
N G
IN
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S-203
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
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N D D
A M N
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S
IS
S
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A S
IN
L O
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S -2
X X
X .d g n
M O
N O
L
IT
H S
(T
Y P
S T
A .2 B
S T
A .2 B
S T
A .4 B
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
S T
A .4 B
S T
A .4 B
EL. 528.0
BOTTOM OF CRIBBING
0 4' 8'SCALE : 3/16"=1'-0" 12'A1
ELEVATION: MONOLITHS 23 - 26
N E
W G
U
ID
E W
A L L E
L E
V A
T
IO
N
EL. 516.0
NEW CASING
BOTTOM OF
C
E W L
A D
D E
R
C H
E C
K P
O S
T
C N
LL
A5
BEAM (TYP.)
BOTTOM OF REINFORCING
C H
E C
K P
O S
T
C N
L S
A .6 B
S T
A .7 B
S T
A .3 B
EL. 563.0
TOP OF GUIDEWALL
EL. 553.0
EL. 543.0
EL. 533.0
EL. 523.0
EL. 513.0
EL. 503.0
EL. 493.0
EL. 483.0
P A
W A
L L A
R M
O R S -5
-B
TO REMAIN
EXISTING WALL
CHAMFER PROFILE
ARMOR (TYP.) SEE S-505 FOR
GRIND CHAMFER IN EXISTING
JOINT ONLY (TYP.)
IN ARMOR AT THIS
PROVIDE CHAMFER
BEDROCK ELEVATION.
REGARDLESS OF ACTUAL TOP OF
NINE FEET INTO BEDROCK,
EACH DRILLED SHAFT IS TO BE PLACED
ACTUAL BEDROCK PROFILE MAY VARY.
LINEAR BETWEEN THE BORINGS.
ON PREVIOUS BORINGS AND ASSUMED
EXISTING BEDROCK PROFILE IS BASED 1.
NOTES
EL. 545.0
TOP OF CRIBBING
EL. 546.0
REMOVAL LIMIT
SOLICITATION
(APPROXIMATE)
EXISTING LIMESTONE BEDROCK
R T
N A
M D
C
L A
R
IF
IE
D R
O C
K M
A T
E R
IA
L
A U
G
ID
Sheet
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
D
2 3
C
4 5
A
B
M A
R K
D A
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S
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
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A T
E
C O
N T
R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\1
S -3
X X
X .d g n
:4
:4
A
M
B E
C D
M L L
/1
/2
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
S-301
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
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IS
S
IS
S
IP
P I
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IV
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A S
IN
L O
C K
EL 563.0
S -3
X X
X .d g n
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
TOP OF WALL
TOP OF CRIB
EL 545.0
EL 528.0
5’-0"
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
EL 541.0 W
IT
H C
O N
C R
E T
E
BOTTOM OF CRIB
EL 534.0 –
C R
IB
F
IL
L E
D E
X
IS
T
IN
G
S E
C T
IO
N
EL 548.0 –
LIGHT POLE
EXISTING ELECTRICAL CONDUIT
EXISTING 12" Ø TIMBER PILE (TYP.)
EL. VARIES
TAILWATER
EXISTING HANDRAIL
20’-0"
EL. VARIES
TAILWATER
SOLICITATION
SHEET.
552.1, WHICH IS NOT SHOWN ON THIS
ELEVATION OF APPROXIMATELY
BEEN DEMOLISHED TO AN
1. MONOLITHS 30, 31, 32, AND 33 HAVE
NOTES:
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
A
IL
E X
IS
T
IN
G C
O N
D
IT
IO
N S
A1
TYPICAL SECTION ID
Sheet
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
D
2 3
C
4 5
A
B
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -3
X X
X .d g n
:0
:3
P
M
M V
R -A
P P
W P
L T
D
A T
E
R O
C K I S
L A
N D
IL
L
IN
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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
S-303
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -3
X X
X .d g n
0 2' 4' 8'SCALE : 1/4"=1'-0"
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
3" SAWCUT
PROPERTY OF THE GOVERNMENT
TO BE REMOVED AND BECOME
EXISTING HANDRAIL ON LAND SIDE BE REMOVED
EXISTING HANDRAIL TO
W A
L L D
E M
O L
IT
IO
N
S E
C T
IO
N
EL 548.0 ±
5'-0"
EL. VARIES
TAILWATER
EL. VARIES
TAILWATER
EL 563.0
TOP OF WALL
ATTACHED TO HANDRAIL
ELECTRICAL CONDUIT/CONDUCTORS
SEE ELECTRICAL DRAWINGS
LIGHT POLE.
1'-2"
CUT WALL ARMOR ANCHORS
SOLICITATION
DEMOLITION LIMIT
EL 551.0
ON RIVERWARD 14" OF WALL FACE
REQUIRED DEMOLITION ELEVATION
EL 546.0
NAVIGATION CHANNEL.
AREAS PROTRUDING TOWARDS THE
MAY REQUIRE MORE THAN 1'-2 " FOR
FACE ALIGNMENT. ACTUAL REMOVAL
THIS DIMENSION IS FROM THE DESIGN
SAME FOR ALL MONOLITHS
ELEVATIONS ARE TO BE THE
SHEET. FINAL DEMOLISHED
IS NOT SHOWN ON THIS
APPROXIMATELY 552.1, WHICH
AN ELEVATION OF
HAVE BEEN DEMOLISHED TO
2: MONOLITHIS 30, 31, 32, AND 33
WALL FACE VARIES
1: VERTICAL SLOPE OF RIVERSIDE
NOTES:
A1
TYPICAL SECTION - WALL DEMOLITION MONOLITHS 24-30
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
A
IL
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -3
X X
X .d g n
:0
:4
P
M
M V
R -A
P P
W P
L T
D
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E
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C K I S
L A
N D
IL
L
IN
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R O
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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
S-304
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -3
X X
X .d g n
0 2' 4' 8'SCALE : 1/4"=1'-0"
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
3" SAWCUT
EL 548.0 ±
EL. VARIES
TAILWATER
CUT WALL ARMOR ANCHORS
M O
N O
L
IT
H S
-3
EL 552.1 (APPROX.)
A1
SECTION - WALL DEMOLITION MONOLITHS 30-33
SOLICITATION
DEMOLITION LIMIT
EL 551.0
ON RIVERWARD 14" OF WALL FACE
REQUIRED DEMOLITION ELEVATION
EL 546.0
1'-2"
NAVIGATION CHANNEL.
AREAS PROTRUDING TOWARDS THE
MAY REQUIRE MORE THAN 1'-2 " FOR
FACE ALIGNMENT. ACTUAL REMOVAL
THIS DIMENSION IS FROM THE DESIGN
WALL FACE VARIES
NOTE: VERTICAL SLOPE OF RIVERSIDE
W A
L L D
E M
O L
IT
IO
N S
E C
T
IO
7'-6" ±
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
A
IL
ID
Sheet
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
D
2 3
C
4 5
A
B
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
S-502-A1
S-502-A3
S-501-A1
S-501-A3
S-505-C1
ID
Sheet
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
D
2 3
C
4 5
A
B
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
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -3
X X
X .d g n
:0
:2
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
.T .S
S-308
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -3
X X
X .d g n
B T J
M L L
B M
A
E O J
S
P A
A1 A4
EL. 563.0
EL. 558.15
#9 @ 12"
#9B @ 12"
(3) #10
STATION
EXISTING
CHECKPOST
EXISTING
CHECKPOST
INSTALL NEW
STATION
NEW
CHECKPOST SCHEDULE
C5
CHECKPOST SCHEDULE
NUMBER
MONOLITH
YES
780.2B
831.4B
881.6B
930.0B
980.1B
1029.9B
1079.7B
1108.0B
780.3B
838.6
881.5B
930.0B
980.0B
1029.9B
1079.8B
1105.3B
N E
W W
A L L A
R M
O R M
K S -5
-A
5'-0"
1'-4"
C3 S-311
A3 S-311
S E
C T
IO
N S
EL. VARIES
TAILWATER
EL 551.0
NEW HANDRAIL
YES
3"
(TYP.)
CLEAR
C L E
A R
EL. 555.5
BEAM AND CASING
TOP OF RIVERSIDE
5'-0"
TOP OF CONCRETE BUTTRESS
EL. 551.0
TOP OF TREMIE CONCRETE
EL. 555.5
15'-0"
FULL TREMIE HEIGHT
SURFACE MAY BE UNFORMED
BEAM AND CASING
TOP OF LANDSIDE
SHEET NOTES
SHOWN.
OTHER NEW MONOLITH DIMENSIONS ARE TO REMAIN AS
THE NEW MONOLITH AND THE EXISTING CONCRETE. ALL
IS TO BE ADJUSTED SO THAT THERE IS NO OFFSET BETWEEN
THE SLOPE OF THE LANDWARD FACE OF THE NEW MONOLITH
SHOWN ON THIS DRAWING. IF MOVEMENT HAS OCCURRED,
THEIR ALIGNMENT. FOR CLARITY, THIS MOVEMENT IS NOT
MOVEMENT OF EXISTING MONOLITHS MAY HAVE CHANGED5.
PRIOR TO END OF CONSTRUCTION CLOSURE PERIOD.
CONCRETE STRENGTH AT CHECKPOSTS SHALL BE 3500 psi 4.
AFTER CONCRETE PLACEMENT.
CHECKPOSTS SHALL BE FILLED WITH NON-SHRINK GROUT 3.
ARE TO REMAIN IN PLACE.
ALL EXISTING CHECKPOSTS NOT LISTED IN THE TABLE 2.
REPLACED UNDER THIS OPTION.
THE TABLE BELOW LISTS THE CHECKPOSTS TO BE 1.
SEE NOTE 5
EL 546.0
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SOLICITATION
REINFORCEMENT
S-310-A1 FOR
CLARITY. SEE S-309-A1 AND
MONOLITH NOT SHOWN FOR
3. REINFORCEMENT OF
HAVE 3" CLEAR COVER.
REINFORCEMENT MUST
MONOLITH JOINTS,
MONOLITH JOINTS. AT
CONTINUOUS AT THE
2. REINFORCEMENT IS NOT
REINFORCEMENT DETAILS.
-C1 FOR BUTTRESS
CLARITY. SEE S-312-A1 AND
BUTTRESS NOT SHOWN FOR
1. REINFORCEMENT OF
NOTES:
A N
D C
H E
C K
P O
S T
W A
L L
D R
IL
L E
D S
E C
T
IO
N S
EL. 545.0
SECTION - CHECKPOSTTYPICAL SECTION THROUGH BUTTRESS
0 1' 2' 4'SCALE : 1/2"=1'-0"
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
IL
S-505-C1
ID
Sheet
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
D
2 3
C
4 5
A
B
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
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\1
S -3
X X
X .d g n
:0
:2
P
M
M V
R -A
P P
W P
L T
D
A T
E
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
.S
S-309
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -3
X X
X .d g n
B T J
M L L
B M
A
E O J
A1
EL. 558.15
C T
IO
N S
EL. VARIES
TAILWATER
EL 551.0
C L E
A R
(TYP.)
CLEAR
NEW HANDRAIL
TOP OF CONCRETE BUTTRESS
EL. 551.0
TOP OF TREMIE CONCRETE
EL 546.0
3"
5'-0"
15'-0"
FULL TREMIE HEIGHT
SURFACE MAY BE UNFORMED
@ 2' O.C
EPOXY GROUT
EMBED 1'-0" IN
#9 x 6'-0" BAR
SOLICITATION
#9B @ 12"
#9 @ 12"
A1 S-312
GROUT @ 1'-6" O.C., E.W.
EMBED 1'-0" IN EPOXY
W/ 12" HOOKS
#6B ANCHORS
W A
L L W
IT
H B
U T
T R
E S
S R
E
IN
F O
R C
E M
E N
T
EL. 545.0
SECTION - BUTTRESS REINFORCEMENT
0 1' 2' 4'SCALE : 1/2"=1'-0"
LAYOUT SEE SHEET S-312
2: FOR BUTTRESS REINFORCEMENT
CLEAR COVER.
REINFORCEMENT MUST HAVE 3"
JOINTS. AT MONOLITH JOINTS,
CONTINUOUS AT THE MONOLITH
1: REINFORCEMENT IS NOT
NOTES
A U
G
R T
N A
M D
R
E M
O V
E D G
R O
U T
IN
G D
E T
S-505-C1
Sheet
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
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US Army Corps of Engineers
US Army Corps
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#9 @ 12"
#9B @ 12"
S E
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IO
N S
EL. VARIES
TAILWATER
EL 551.0
L E
A R
(TYP.)
CLEAR
NEW HANDRAIL
EL 546.0
@ 2' O.C
EPOXY GROUT
EMBED 1'-0" IN
#9 x 6'-0" BAR
C L E
A R
EL. 563.0
(TYP.)
CLEAR
5'-0"
3"
CLARITY
NOTE 2: PILE NOT SHOWN FOR
HAVE 3" CLEAR COVER.
REINFORCEMENT MUST
MONOLITH JOINTS,
MONOLITH JOINTS. AT
CONTINUOUS AT THE
NOTE 1: REINFORCEMENT IS NOT
SOLICITATION
GROUT @ 1'-6" O.C., E.W.
EMBED 1'-0" IN EPOXY
W/ 12" HOOKS
#6B ANCHORS
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US Army Corps of Engineers
US Army Corps
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S-502-A3-B
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SECTION
DRILLED HOLES
DIAMETER
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0 6" 1' 2'SCALE : 1 1/2"=1'-0"
GROUT
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(T
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SECTION - CHECKPOST
EXISTING BEDROCK
GUIDEWALL AND CRIB
BORE HOLE IS ONLY THROUGH
ALLOW 4" ANNULAR SPACE.
BORE HOLE, MIN 2'-10" DIA. TO
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EL. VARIES
TAILWATER
EL 546.0
C R
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EL. 534.0
REMOVAL DEPTH
MAXIMUM FACE
GENERAL NOTES
SHEET KEY NOTES
SOLICITATION
WILL VARY THROUGHOUT PROJECT LIMITS.
MONOLITH AND CRIB CELL WALL IS NOT TO SCALE AND
THE DEGREE OF MISALIGNMENT BETWEEN NEW 3.
DEPTH FOR TRIMMING IS ELEVATION 534.0.
TRIM BACK PROTRUDING CRIB WALL FACE. MAXIMUM 2.
DESIGN FACE ALIGNMENT AS DEFINED ON SHEET V-102.1.
SECTION - CRIB FACE TRIMMING
0 1' 2' 4'SCALE : 1/2"=1'-0"
AND DISPOSED OF OFF SITE.
SHALL BE REMOVED OUT OF THE NAVIGATIONAL CHANNEL
OUT OF THE CRIB CELL AND AS A RESULT OF TRIMMING
ANY DISLODGED MEMBERS AND MATERIALS THAT SPILL 5.
ACCEPTABLE TRIMMING METHODOLOGY.
REMOVAL OF CRIB FACE MEMBERS IS NOT AN
WILL BE REQUIRED. PURPOSELY DISLODGING OR ENTIRE
RESTORATION OF DISLODGED MEMBERS OR MATERIALS
THAT ARE FOUNDED ON NEW CONCRETE PILES. NO
FOR FOUNDATION SUPPORT OF RESTORED GUIDEWALL
OPERATIONS. DISLODGED MEMBERS ARE NOT CRITICAL
GRINDING OR CUTTING MAY OCCUR DURING TRIMMING
DISLODGING OF ENTIRE WOODEN TIMBER MEMBER WHILE 4.
STRENGTH.
PLACED CONCRETE HAS CURED TO FULL DESIGN
ALL NEW MONOLITHS HAVE BEEN RESTORED AND NEW
TRIMMING BACK OF CRIB FACE SHALL NOT OCCUR UNTIL 3.
FOR THIS OPTION.
REQUIRED SUBMITTAL THAT LAYS OUT THE WORK PLAN
TRIMMING OPERATIONS SHALL BE PROVIDED WITHIN THE
AND TECHNOLOGY TO OBTAIN THIS TOLERANCE DURING
GREATER THAN 1 INCH. APPROPRIATE METHODOLOGY
VERTICAL OFFSET FROM ADJACENT CONCRETE OF
AR NO RIDGES, LIPS, OR BULGES WITH A SUDDEN
TRIMMED SURFACE SHALL BE SMOOTH SUCH THAT THERE
INCHES OF THE DESIGN FACE ALIGNMENT PLANE.
BE TRIMMED BACK TO WITHIN A TOLERANCE OF 1.5 (+/-)
MONOLITHS. PROTRUDING VERTICAL CRIB FACE SHALL
INTO DESIGN FACE ALIGNMENT PLANE OF RESTORED
CRIB WALL AREAS BACK TO PLUMB. TRIM BACK TO MATCH
WALL AS NEEDED TO TRIM BACK ANY TILTED OR BULGING
GRIND OR CUT EXISTING UNDERWATER FACE OF CRIB 2.
THAT OF THE DESIGN FACE ALIGNMENT.
CHANNEL ROUGHLY BETWEEN 6 TO 12 INCHES FROM
APPEARED TO PROTRUDE TOWARD THE NAVIGATION
CONDUCTED IN 2013. IN GENERAL, THE CRIB FACE
LAST UNDERWATER SURVEY OF THE CRIB FACE WAS
CHANNEL WILL BE TARGETED FOR TRIMMING BACK. THE
TO PROTRUDE 2 INCHES OR MORE INTO THE NAVIGATION
THE CONTRACTOR. CRIB FACE AREAS THAT ARE FOUND
UNDERWATER SURVEY, PERFORMED AND SUBMITTED BY
BACK WILL COME FROM THE FIRST CONTRACT REQUIRED
DETERMINATION OF AREAS NEEDING TO BE TRIMMED 1.
A U
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PLAN - MONOLITHS 33 - 34
0 4' 16'8'SCALE : 1/8"=1'-0"
M O
N O
L
IT
H S
10'-0" 10'-2"
8'-11"13'-4"5'-9"10'-0" 10'-0" 4'-3"
12'-2"10'-0"9'-8"
FLOW
SHAFT(TYP)
NEW DRILLED
M O
N O
L
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M O
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H J
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S -3
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A .2 B
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A .2 B
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MEMBER (TYP)
EXISTING CRIB
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EXISTING 12" Ø
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GENERAL SHEET NOTE
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
28'-2"
6'-0" 6'-0"
CL CL CL CL CL
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A1
PLAN - MONOLITHS 31 - 32
0 4' 16'8'SCALE : 1/8"=1'-0"
M O
N O
L
IT
H S
10'-0"10'-0"5'-9"4'-3"10'-0"10'-0"
10'-0"10'-0"10'-0"10'-0"
FLOW
S -3
A
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M O
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NEW DRILLED
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A S S
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W N
MEMBER (TYP)
EXISTING CRIB
TIMBER PILE (TYP)
EXISTING 12" Ø
GENERAL SHEET NOTE
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
CL CL CL CL CL
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6'-0" 6'-0" 6'-0" 6'-0"
S -3
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PLAN - MONOLITHS 29 - 30
0 4' 16'8'SCALE : 1/8"=1'-0"
M O
N O
L
IT
H S
10'-0"10'-0"5'-9"4'-11"9'-9"10'-0"
10'-0"10'-0"10'-5"10'-0"
FLOW
S -3
A
SHAFT(TYP)
NEW DRILLED
M O
N O
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H J
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IN
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M O
N O
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H J
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S T
A .0 B
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A .2 B
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A .2
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M L
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D A
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A S
W L
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MEMBER (TYP)
TIMBER PILE (TYP)
EXISTING 12" Ø
S -3
A
GENERAL SHEET NOTE
S -5
A
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
CL CL CL CL CL
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6'-0" 6'-0" 6'-0" 6'-0"
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O R
P S O
F E
N G
IN
E E
S-403
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -4
X X
X .d g n
N
A1
PLAN - MONOLITHS 27 - 28
0 4' 16'8'SCALE : 1/8"=1'-0"
M O
N O
L
IT
H S
10'-0"9'-3"10'-9"10'-0"
FLOW
M O
N O
L
IT
H J
O
IN
T
S T
A .2 B
S -3
A
M O
N O
L
IT
H J
O
IN
T
S T
A .2 B
M O
N O
L
IT
H J
O
IN
T
S T
A .2 B
S T
A .0 B
S T
A .5 B
SHAFT (TYP.)
NEW DRILLED
10'-0" 10'-0" 4'-8" 5'-4" 10'-0" 10'-0"
S -3
A
2827LC
W C
H E
C K
P O
S T
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
N E
W G
U
ID
E W
A L L P
L A
N
/0
/2
A S S
H O
W N
MEMBER (TYP)
EXISTING CRIB
TIMBER PILE (TYP)
EXISTING 12" Ø
W C
H E
C K
P O
S T
GENERAL SHEET NOTE
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
CL CL CL CL CL
CLCLCLCLCL
CL
A U
G
R T
N A
M D
H
A T
C H
IN
G A
D D
E D T
O B
U T
T R
E S
S E
S
ID
Sheet
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
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
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D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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S I
D m v r-a p p w p lt \P
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IS
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L A
N D D
IS
T R
IC
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U .S
A R
M Y C
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P S O
F E
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IN
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S-404
W N
S T
R E
A M G
U
ID
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A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -4
X X
X .d g n
N
A1
PLAN - MONOLITHS 25 - 26
M O
N O
L
IT
H S
SCALE : 3/8"=1'-0" 0 2' 4' 6'
9'-9"8'-4"11'-8"10'-0"
10'-5"9'-10"5'-4"4'-8"10'-0"10'-0"
FLOW
SHAFT(TYP)
NEW DRILLED
M O
N O
L
IT
H J
O
IN
T
S T
A .2 B
S T
A .6 B
M O
N O
L
IT
H J
O
IN
T
S T
A .4 B
M O
N O
L
IT
H J
O
IN
T
S T
A .2 B
S -3
A
S -3
A
W C
H E
C K
P O
S T
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
N E
W G
U
ID
E W
A L L P
L A
N
MEMBER (TYP)
EXISTING CRIB
TIMBER PILE (TYP)
W L
A D
D E
R R
E C
E S
S
S T
A .7
B .6 B
GENERAL SHEET NOTE
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
CL CLCL CL CL
CL CL CL CL CL CL
6'-0" 6'-0" 6'-0" 6'-0"
A U
G
R T
N A
M D
H
A T
C H
IN
G A
D D
E D T
O B
U T
T R
E S
S E
S
ID
Sheet
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
D
2 3
C
4 5
A
B
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
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C T C
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S I
D m v r-a p p w p lt \P
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X X
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M
M V
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P P
W P
L T
D
A T
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R O
C K I S
L A
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IL
L
IN
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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
S-405
W N
S T
R E
A M G
U
ID
E W
A L L R
E P
A
IR
R O
C K I S
L A
N D I L
L O
C K A
N D D
A M N
O
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
L O
C K
S -4
X X
X .d g n
N
A1
PLAN - MONOLITHS 23 - 24
M O
N O
L
IT
H S
SCALE : 3/8"=1'-0" 0 2' 4' 6'
10'-0"12'-2"7'-10"10'-5"
FLOW
S -3
A
SHAFT(TYP)
NEW DRILLED
M O
N O
L
IT
H J
O
IN
T
S T
A .4 B
M O
N O
L
IT
H J
O
IN
T
S T
A .4 B
M O
N O
L
IT
H J
O
IN
T
S T
A .4 B
S T
A .3 B
8'-7"10'-0"8'-2"3'-3"8'-4"10'-5"
/0
/2
A S S
H O
W N
B J
O N
E S
M L
IN
D S
E Y
B
A N
D E
R S
O N
E J
O H
N S
O N
N E
W G
U
ID
E W
A L L P
L A
N
MEMBER (TYP)
EXISTING CRIB
TIMBER PILE (TYP)
W C
H E
C K
P O
S T
S -3
A
S T
A .1 B
L S T
A N
D A
R D B
A S
W L
IG
GENERAL SHEET NOTE
APPROXIMATE.
BASED ON REFERENCE DRAWINGS AND ARE
SHEET V-102. EXISTING FEATURES TO REMAIN ARE
BASED ON THE NEW CONSTRUCTION ALIGNMENT ON
ALL DIMENSIONS FOR NEW CONSTRUCTION ARE TO BE 2.
BE RELOCATED IF TIMBER IS ENCOUNTERED.
WITH THESE FEATURES. DRILLED SHAFTS ARE NOT TO
AND IS APPROXIMATE. DRILLED SHAFTS MAY OVERLAP
TIMBER PILES IS BASED ON REFERENCE DRAWINGS
THE LOCATION OF EXISTING TIMBER CRIBBING AND 1.
SOLICITATION
BUTTRESS (TYP)
NEW CONCRETE
CL
6'-0"
CL
6'-0"
CL
6'-0"
CL
6'-0"
CLCLCLCLCLCL
A U
G
R T
N A
M D
H
A T
C H
IN
G A
D D
E D T
O B
U T
T R
E S
S E
S
ID
Sheet
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
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D E
S C
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IP
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2 3
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B
M A
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D A
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S
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B M
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D B
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P L
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C A
L E
P L
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A T
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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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F E
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IN
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S-506
W N
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U
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A L L R
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L A
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A M N
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B
A N
D E
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O N
E J
O H
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A S S
H O
W N
B
A
"2 11'-7
ELEVATION
SECTION A
SECTION B
TYP.
S-506-C1
" PLATE8
A4
SEE DETAIL A4
COUPLING NUT
" PLATE8
1'-6""4 3 "4
" PLATE8
"4
TYP.
F O
R S
P A
C
IN
G O
F C
O U
P L
IN
G N
U T S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"4
" PLATE8
IN PLATE
" DIA. HOLE16
"2
COUPLING NUT
" TAP SIZE HEX4
PLUG END
"4
MIN.
0 1" 2" 3" 4"SCALE : 6"=1'-0"
B4 S-506-B4
D
8" "2 11'-1
S T
U D A
N C
H O
R S
M A
X
S T
U D A
N C
H O
R S
8"
2"
"4
R
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
SECTION D
STUD ANCHOR
" DIA. x 4"4
STUD ANCHOR
" DIA. x 8"4
"4
"4
TYP.
C1 S-506-C1
A1 S-506-A1
A4 S-506-A4
"4 1411"
FRONT SIDE
8"
"2 11'-1
2"
3" R
3"
R
0 6" 1' 2'SCALE : 1 1/2"=1'-0" C2
S-506-C2
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2'-0"
2'- 0"
'-0
R
"8 31'-26"
6"
A1 S-505
S E
E L
A D
D E
R D
E T
A
IL
S O
N S
H E
E T S -5
-A
ASTM A193 GRADE B8
STAINLESS STEEL
WITH LOCK WASHER
" DIA. BOLT (CRES)4
SOLICITATION
A R
M O
R D
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A
IL
S I I
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N
A U
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ID
Sheet
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
A1
S-507-A1 - LADDER ELEVATION
2'1'0SCALE : 1"=1'-0"
C3
B3
A3
EL. 563.0
TOP OF WALL
" (TYP)4
1R 1
ARMOR EL. 546.0
BOTTOM CORNER
7"
A3
DETAIL
SCALE : 1"=1" 2"1"0
" BAR2
1x 2
"2
1RAIL -
DIA. HOLE
"16
1TYP. 1
"4
B3
DETAIL
SCALE : 1"=1" 2"1"0
C3
DETAIL
SCALE : 1"=1" 2"1"0
" BAR2
1x 2
"2
1RAIL -
C L R
A
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"2
" DIA.16
LADDER RUNG
"2 11" x 17
GENERAL LADDER NOTES
ON FIELD ELEVATIONS.
DETERMINE ACTUAL LADDER DIMENSIONS BASED
NOMINAL AND THE CONTRACTOR SHALL
4. DIMENSIONS SHOWN ON LADDER ELEVATION ARE
SECTIONS.
" GAP IS REQUIRED BETWEEN LADDER2
13. A
IN ACCORDANCE WITH SPECIFICATIONS.
2. ALL STEEL SHALL BE PAINTED AFTER FABRICATION
".4
11. ALL FILLET WELDS SHALL BE
" BAR2
1" x 22
1RAIL -
"2 1x0'-22
1BRACKET, L8x4x
ROUND BAR
"2 1RUNG - 1" Ø x 17
"2 1 x0'-22
1L8x4x
BRACKET,
"2 1 x0'-22
1L8x4x
BRACKET,
LADDER RUNG
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EL. 563.0
TOP OF WALL
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N A
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ID
Sheet
S O
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A T
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N N
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F
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A M
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D W
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C K
D B
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D E
S
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D B
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US Army Corps of Engineers
US Army Corps
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
C L
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#9 @ 12" O.C.
A1
DETAIL - MONOLITH 34 REINFORCING
SOLICITATION
ALONG PERIMETER OF MONOLITH.
O.C.) AND EMBED 1'-0" IN EPOXY GROUT
VERTICAL REINFORCEMENT LOCATIONS (12"
INSTALL #9 ANCHORS 3-0" LONG AT
TYP. ALONG PERIMETER OF MONOLITH.
#9 @ 12" O.C., E.W.
R E
IN
F O
R C
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T
A U
G
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N A
M D
H
A T
C H
IN
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IS
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CLARITY
DRILLED SHAFTS NOT SHOWN FOR 2.
S-308-A1
THE TYPICAL LAYOUT FOUND ON
REINFORCEMENT LAYOUT FOLLOWS
LONGITUDINAL MONOLITH 1.
NOTES:
ID
Sheet
S O
L
IC
IT
A T
IO
N N
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F
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E N
A M
E
D W
N B
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C K
D B
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2 3
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4 5
A
B
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C O
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R A
C T N
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
| 1519_G-002XXX |
| 1519_G-002XXX |
| 1519_G-004XXX |
| 1519_G-004XXX |
| 1519_C-104XXX |
| 1519_C-104XXX |
| 1519_S-101XXX |
| 1519_S-101XXX |
| 1519_S-102XXX |
| 1519_S-102XXX |
| 1519_S-103XXX |
| 1519_S-103XXX |
| 1519_S-104XXX |
| 1519_S-104XXX |
| 1519_S-105XXX |
| 1519_S-105XXX |
| 1519_S-106XXX |
| 1519_S-106XXX |
| 1519_S-201XXX |
| 1519_S-201XXX |
| 1519_S-202XXX |
| 1519_S-202XXX |
| 1519_S-203XXX |
| 1519_S-203XXX |
| 1519_S-301XXX |
| 1519_S-301XXX |
| 1519_S-303XXX |
| 1519_S-303XXX |
| 1519_S-304XXX |
| 1519_S-304XXX |
| 1519_S-308XXX |
| 1519_S-308XXX |
| 1519_S-309XXX |
| 1519_S-309XXX |
| 1519_S-310XXX |
| 1519_S-310XXX |
| 1519_S-311XXX |
| 1519_S-311XXX |
| 1519_S-312XXX |
| 1519_S-312XXX |
| 1519_S-313XXX |
| 1519_S-313XXX |
| 1519_S-315XXX |
| 1519_S-315XXX |
| 1519_S-400XXX |
| 1519_S-400XXX |
| 1519_S-401XXX |
| 1519_S-401XXX |
| 1519_S-402XXX |
| 1519_S-402XXX |
| 1519_S-403XXX |
| 1519_S-403XXX |
| 1519_S-404XXX |
| 1519_S-404XXX |
| 1519_S-405XXX |
| 1519_S-405XXX |
| 1519_S-506XXX |
| 1519_S-506XXX |
| 1519_S-507XXX |
| 1519_S-507XXX |
| 1519_S-518XXX |
| 1519_S-518XXX |
| 1519_V-102XXX |
| 1519_V-102XXX |
File details come from the government source that posted it. Updated .