W912ES18R0006_Amend4_Plans_FULLSIZE.pdf
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- Lock & Dam No. 6 Upper Guide Wall Traveling Mooring Bitt System Rehabilitation - Trempealeau County, WI
- Solicitation number
- W912ES18R0006
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MISSISSIPPI RIVER
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B.N. INC.
WINONA CO.
MINNESOTA
C . M
. ST.P. & P.
N
N.T.S.
VICINITY MAP
LOCK AND DAM NO. 6 LOCATION
SCALE:
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NATIONAL BOUNDARIES
STATE BOUNDARIES
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RIVERS & LAKES
T H
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L/D 2 L/D 3
L/D 1
L/D 10
L/D 9
L/D 5 L/D 6
L/D 8
L/D 5A
L/D 7
L/D 4
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SITE PLAN
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TREMPEALEAU CO.
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US Army Corps
Sheet
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G E
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R A
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IN
D E
X O
F D
R A
W
IN
G S
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
M/R MAINTAINACE AND REPAIR
* UNLESS OTHERWISE NOTED ON EACH SHEET
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
FILE NAMEDESCRIPTION
ID
SHEET
INDEX OF DRAWINGS - CONSTRUCTION
DETAIL/SECTION
DETAIL/SECTION
D5
SUPPLEMENTAL INFORMATION
SCALE: SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
D5
C-102
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SIDEFRONTTOP
ELEVATION SECTION
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/D5
C-302SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
D5
A
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
C-501
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
/0
/0
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FILE NAMEDESCRIPTION
INDEX OF REFERENCE DRAWINGS
YEAR
DRAWING NO.
AS-BUILT
MI33A400.DGN
MI20A427.DGN
MI20A425.DGN
MI20A424.DGN
MI20A415.DGN
MI20A413.DGN
MI20A412.DGN
MI20A402.DGN
S Y
M B
O L S
A N
D A
B B
R E
V
IA
T
IO
N S
IN
D
E X O
F R
E F
E R
E N
C E D
R A
W
IN
G S
DRAWING NO.
AS-BUILT
CY CUBIC YARD
FT FEET
T S
U L L
Y
UG UPPER GUIDEWALL
CONTRACTING OFFICERCOR
CO COUNTY
T M
P W
E
S -1
-R -0
DIAMETER
NOM NOMINAL
HS HEAVY STRUCTURAL
OD OUTSIDE DIAMETER
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
M-L6-33/400
M-L6-33/5
M-L6-33/4
M-L6-33/3
M-L6-29/1-FS
M-L6-20/427
M-L6-20/425
M-L6-20/424
M-L6-20/415
M-L6-20/413
M-L6-20/412
M-L6-20/402
M-L6-20/30.1
M-L6-20/29.1
M-L6-20/23-FS
M-L6-20/19-FS
M-L6-20/18-FS
M-L6-20/1-FS
MISC. LOCK EQUIPMENT - TOW HAULAGE SYSTEM RAIL CLIP REHABILITATION
*TRAVELING MOORING BITT
*TRAVELING MOORING BITT
*TRAVELING MOORING BITT
*LAYOUT OF ELECTRICAL MANHOLES AND CONDUIT SYSTEM
LOCK MASONRY - SIGNAGE REMOUNTING DETAILS SHEET 1
LOCK MASONRY - HANDRAIL REPLACEMENT DETAILS SHEET 2
LOCK MASONRY - HANDRAIL REPLACEMENT DETAILS SHEET 1
LOCK MASONRY - HANDRAIL REPLACEMENT AND SIGN REMOUNTING UG1-UG13
LOCK MASONRY - CONCRETE REPAIRS DETAILS SHEET 2
LOCK MASONRY - CONCRETE REPAIRS DETAILS SHEET 1
LOCK MASONRY - CONCRETE REPAIRS MONOLITH UG 1-13
*UPPER GUIDE WALL EXTENSION - PROTECTION ANGLES
*UPPER GUIDE WALL EXTENSION - WALL ARMOR
*DETAILS OF MISCELLANEOUS METAL PARTS
*DETAILS OF WALL ARMOR AND PROTECTION ANGLE
*LOCATION OF WALL ARMOR AND PROTECTION ANGLE
*GENERAL PLAN
* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT.
GENERAL NOTES
PARAGRAPH "GOVERNMENT FURNISHED ELECTRICAL POWER".
SECTION 01 50 02.00 13 TEMPORARY CONSTRUCTION FACILITIES,
WORK ON THIS PROJECT ACCORDING TO SPECIFICATIONS
3. ELECTRICAL POWER IS AVAILABLE TO THE CONTRACTOR FOR
.470 FEET.
PLACEMENT. TO CONVERT FROM NAVD88 TO MSL 1912 ADD
ELEVATIONS REPRESENT THE FINAL ELEVATION AFTER
THE NORTH AMERICAN VERTICAL DATUM 1988 ADJUSTMENT.
2. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO
TOGETHER WITH THE FIELD SURVEY DATA.
THE PLANS ARE BASED ON ORIGINAL CONSTRUCTION RECORDS
FABRICATE THE COMPONENTS. THE DIMENSIONS SHOWN IN
DIMENSIONS SHOWN IN THE REQUIRED TO ACCURATELY
ASSEMBLIES THE CONTRACTOR SHALL FIELD MEASURE
1. PRIOR TO PREPARING SHOP DRAWINGS AND FABRICATING
MISCELLANEOUS:
THE AIR CONTENT OF 4.5 TO 7.5%.
PROPERTIES, SLUMP FLOW OF 22 TO 28 INCHES AND
THE SCC MIXTURE SHALL OBTAIN THE FOLLOWING
ACCORDANCE WITH ASTM C 1116 TYPE 3. AS PLACED
POLYPROPYLENE CONCRETE MICRO FIBER IN
" ACCORDING TO ASTM C33, AND A MONOFILAMENT4
NOMINAL MAXIMUM-SIZE COARSE AGGREGATE OF
(W/C) OF 0.40. THE SCC MIXTURE SHALL CONTAIN A
WITH A MAXIMUM WATER TO CEMENTITIOUS RATIO
A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI,
SELF CONSOLIDATING CONCRETE (SCC) SHALL HAVE
CONCRETE:
DESCRIBED IN THE SPECIFICATIONS.
WELDS AS DESIGNATED ON THE DRAWINGS AND/OR
NONDESTRUCTIVE EXAMINATION OF SHOP AND FIELD
THE CONTRACTOR SHALL PERFORM
JOINTS SHALL BE COMPLETE JOINT PENETRATION.
UNLESS NOTED OTHERWISE ALL GROOVE WELDED
APPROVAL.
BE SUBMITTED BY THE CONTRACTOR FOR
DETAILED QUALIFIED WELDING PROCEDURES SHALL
ONLY SIZE, LENGTH, AND TYPE OF JOINT REQUIRED.
BY THE AMERICAN WELDING SOCIETY AND INDICATE
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED
U.N.O.
(AWS D1.1) STRUCTURAL WELDING CODE - STEEL,
CONFORMING TO THE AMERICAN WELDING SOCIETY
ALL WELDING SHALL BE ELECTRIC ARC WELDING
2. WELDING:
OTHERWISE (U.N.O.)
ROLLED SECTIONS AND PLATE UNLESS NOTED
STRUCTURAL STEEL - ASTM A572 GRADE 50 FOR ALL
1. MATERIAL:
STRUCTURAL STEEL:
3. AWS D1.2 STRUCTURAL WELDING COCE - ALUMINUM
2. AWS D1.1 STRUCTURAL WELDING CODE - STEEL
EDITION
1. AISC MANUAL OF STEEL CONSTRUCTION, FOURTEENTH
CODES AND REGULATIONS:
S A
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D W
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H A
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N D
/2
E-501
M-901
M-505
M-504
M-503
M-502
M-501
S-602
S-601
S-508
S-507A
S-507
S-506
S-505
S-504
S-503
S-502
S-501
S-102
S-101
G-005
G-004
G-003
G-002
G-001
TOW RAIL, GROUNDING DETAIL
NEW TRAVELING MOORING BITT, ISOMETRIC AND EXPLODED VIEWS
NEW TRAVELING MOORING BITT, FRAME DIMENSIONS
ARRANGEMENT CONCEPT
NEW TRAVELING MOORING BITT, SELF-LUBRICATED WHEEL BEARING
NEW TRAVELING MOORING BITT, WHEELS, PINS, PLATES, AND HARDWARE
NEW TRAVELING MOORING BITT, WHEEL SECTIONS
NEW TRAVELING MOORING BITT
NEW TRAVELING MOORING BITT, SHOP TEST 2
NEW TRAVELING MOORING BITT, SHOP TEST 1
GROUT EXISTING CONDUIT
UPPER GUIDE WALL 1 CONCRETE REPAIR DETAILS
CONCRETE REPAIR DETAILS
RAIL BEGIN AND END STOP
NEW RAIL SUPPORT LOCATION AND HANDRAIL RELOCATION CRITERIA
NEW RAIL AND SUPPORT DETAILS
NEW RAIL AND SUPPORT CENTER FIXED ASSEMBLY
NEW RAIL AND SUPPORT FREE SLIDING ASSEMBLY
EXISTING RAIL AND SUPPORT DEMOLITION
IDENTIFICATION OF NEW GUIDEWALL FEATURES
IDENTIFICATION OF EXISTING GUIDEWALL FEATURES
SUMMARY OF WORK AND WORK LOAD SUMMARY
SITE PLAN AND WORK AREA LIMITS
SYMBOLS, AND ABBREVIATIONS
GENERAL NOTES, INDEX OF DRAWINGS, INDEX OF REFERENCE DRAWINGS,
DISTRICT MAP AND VICINITY MAP
COVER SHEET AND SIGNATURE BLOCK
LD6TMB_E-501XXX.dgn
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WORK LIMITS
AND STAGING AREA
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0 100'100' 50'1" = 100'
A1
SCALE:
LOCK & DAM 6
SITE PLAN
F L O
W
PLAN
UPPER GUIDEWALL
LOCK & DAM 6 A1
S-101
M
IS
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MOORING BITT
NEW TRAVELING
NEW RAIL
SUPPORT
NEW RAIL
NEW CONCRETE
NEW ANCHORS
S O
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US Army Corps
ID
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W I S
P C
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E -U .S S
U R
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COMPONENT DESCRIPTION
GENERAL NOTES: THIS SHEET ONLY
SUMMARY OF WORK
SEE SHEET ID
ROPE DIRECTION
H
N.T.S.
A1
SCALE:
ALLOWABLE / RATED LOAD SUMMARY
D
U
ALLOWABLE ROPE LOAD (KIP)
45 DEGREES DOWN (D)
HORIZONTAL (H)
45 DEGREES UP (U)
DURING OUTDRAFT OR OFFSHORE WINDS OVER 30 MPH."
3. THE FOLLOWING NAVIGATION NOTICE WILL BE ENFORCED: "USE TWO MULES
AND RELIABILITY OF THE TRAVELING MOORING BITT SYSTEM.
2. THIS PROJECT IS AN INTERIM RISK REDUCTION MEASURE TO IMPROVE THE SAFETY,
1200-FOOT-LONG TOWS THROUGH A 600-FOOT-LONG LOCK CHAMBER.
MOORING BITTS, IS TO ASSIST AND SPEED THE UPSTREAM TRAVEL OF
1. THE PURPOSE OF THE TOW HAULAGE SYSTEM, WHICH INCLUDES THE TRAVELING
/2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
T R
A V
E L
IN
G M
O O
R
IN
G B
IT
T S
Y S
T E
M R
E H
A B
IL
IT
A T
IO
N
W E
S -1
-R -0
S A
S R
E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
T S
U L L
Y
/0
/0
H M
S A
S
T M
P
R O
P E L
O A
D S
U M
M A
R Y
S U
M M
A R
Y O
F W
O R
K A
N D
G-005
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
T R
E M
P E
A L E
A U
W I
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
T
M B
G -0
X X
X .d g n
ELECTRICAL
CONCRETE REPAIR
NEW TRAVELING MOORING BITTS
AND MANHOLE
EXISTING ELECTRICAL CONDUIT
NEW END STOP
NEW BEGIN STOP
FIXED SUPPORT
NEW RAIL SUPPORTS - CENTER
SLIDING
NEW RAIL SUPPORTS - FREE
NEW RAIL
MOORING BITT
EXISTING TRAVELING
EXISTING END STOPS
EXISTING CONCRETE
EXISTING BOLTED CLIPS
EXISTING WELDED CLIPS
EXISTING RAILS
RAIL GROUNDING INSTALL
UG-1 REMOVAL AND REPAIR CONCRETE
FABRICATE, SHOP TEST, AND INSTALL
GROUT
FABRICATE. SHOP TEST, AND INSTALL
FABRICATE, SHOP TEST, AND INSTALL
AND CONCRETE
FABRICATE, SHOP TEST, INSTALL, ALIGN,
AND CONCRETE
FABRICATE, SHOP TEST, INSTALL, ALIGN,
WELD CONTINUOUS
PROVIDE, INSTALL, ALIGN, AND THERMITE
GOVERNMENT
REMOVE, PROVIDE TO
REMOVE AND DISPOSE
REMOVE AND DISPOSE
REMOVE AND DISPOSE
REMOVE AND DISPOSE
TO GOVERNMENT
REMOVE 155# P.S. RAIL, AND PROVIDE
E-501
S-507A
M-505, S-601, S-602
M-501, M-502, M-503, M-504, S-508
S-506
S-506
S-503, S-504
S-602
S-502, S-504, S-505, S-601, S-502, S-503, S-505
S-101
S-101
S-501, S-507, S-508
S-501
S-501
S-501
SUPPORT (TYP.)
EXISTING HANDRAIL
LIGHT LOCATION (TYP.)
EXISTING OVERHEAD
EXISTING END STOP
EXISTING RAIL
LADDER (TYP.)
EXISTING
EXISTING MANHOLE
EXISTING MANHOLE
MITER GATE
EXISTING
POST (TYP.)
EXISTING CHECK
BEGINING STOP
EXISTING
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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
/2
A N
S I
D
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
V D
S-101
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
S T
A .6
A
S T
A .6
A
S T
A .4
A
S T
A .4
A
S T
A .4
A
S T
A .3
A
S T
A .3
A
S T
A .2
A
S T
A .2
A
S T
A .1
A
S T
A .1
A
S T
A .1
A
S T
A .9
A
S T
A .1
A
S T
A .0
A
S T
A .9
A
S T
A .9
A
S T
A .3
A
S T
A .6
A
UG-1
UG-2 UG-3
UG-4
UG-8 UG-9 UG-10
UG-12 UG-13 L-2 L-3
S T
A .1
A
S T
A .9
A
S T
A .1
A
/0
/0
H M
S A
S T
R A
V E
L
IN
G M
O O
R
IN
G B
IT
T S
Y S
T E
M R
E H
A B
IL
IT
A T
IO
N
T R
E M
P E
A L E
A U
W I
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
L D
T
M B S -1
X X
X .d g n
S T
A .4
A
S T
A .3
A
S T
A .3
A
UG-5 UG-6
S T
A .6
A
S T
A .0
A
S T
A .4
A
S T
A .6
A
S T
A .6
A
S T
A .6
A
S T
A .9
A
X-5 X-4 X-3 X-2 X-1
S T
A .5
A
UG-7
S T
A .3
A
S T
A .1
A
UG-11
S T
A .1
A
N
0 8'8' 4'
L-1
S-501
C1
G U
ID
E W
A L L F
E A
T U
R E
S
(TYP.)
ID
E
N T
IF
IC
A T
IO
N O
F E
X
IS
T
IN
G
T S
U L L
Y
STRUCTURAL NOTES: THIS SHEET ONLY
" = 1'-0"8
A1
SCALE:
LOCK & DAM 6 UPPER GUIDEWALL
PLAN
S T
A .6
A
S T
A R
T O
F R
A
IL
E N
D O
F R
A
IL
A4
S-501
A1
S-508
W E
S -1
-R -0
T M
G
3. FOR SPACING OF EXISTING RAIL CLIPS SEE SHEET S-501.
2. CONTRACTOR TO FIELD VERIFY QUANTITIES OF EXISTING RAIL CLIPS.
1. SEE GENERAL NOTES ON SHEET G-003.
UPPER GUIDEWALL
EXTENSION
UPPER GUIDEWALL
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
S A
S R
E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
SUPPORT (TYP.)
EXISTING HANDRAIL
LIGHT LOCATION (TYP.)
EXISTING OVERHEAD
NEW CONTINUOUS RAIL
LADDER (TYP.)
EXISTING
MITER GATE
EXISTING
EXISTING MANHOLE
EXISTING MANHOLE
POST (TYP.)
EXISTING CHECK
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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
/2
A N
S I
D
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
V D
S-102
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
S T
A .6
A
S T
A .6
A
S T
A .4
A
S T
A .4
A
S T
A .4
A
S T
A .3
A
S T
A .3
A
S T
A .2
A
S T
A .2
A
S T
A .1
A
S T
A .1
A
S T
A .1
A
S T
A .9
A
S T
A .1
A
S T
A .0
A
S T
A .9
A
S T
A .9
A
S T
A .3
A
S T
A .6
A
UG-1
UG-2 UG-3
UG-4
UG-8 UG-9 UG-10
UG-12 UG-13 L-2 L-3
S T
A .9
A
S T
A .1
A
/0
/0
H M
S A
S T
R A
V E
L
IN
G M
O O
R
IN
G B
IT
T S
Y S
T E
M R
E H
A B
IL
IT
A T
IO
N
T R
E M
P E
A L E
A U
W I
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
L D
T
M B S -1
X X
X .d g n
S T
A .4
A
S T
A .3
A
S T
A .3
A
UG-5 UG-6
S T
A .6
A
S T
A .0
A
S T
A .4
A
S T
A .6
A
S T
A .6
A
S T
A .6
A
S T
A .9
A
X-5 X-4 X-3 X-2 X-1
S T
A .5
A
UG-7
S T
A .3
A
S T
A .1
A
UG-11
S T
A .1
A
N
0 8'8' 4'
L-1
S-502
C1
S-506
D1
G U
ID
E W
A L L F
E A
T U
R E
S
ID
E
N T
IF
IC
A T
IO
N O
F N
E W
(TYP.)
B1
S-506
B4
S-505
A1
S-505
C1
S-505
E N
D O
F R
A
IL
S T
A .1
A
T S
U L L
Y
" = 1'-0"8
A1
SCALE:
LOCK & DAM 6 UPPER GUIDEWALL
PLAN
STRUCTURAL NOTES: THIS SHEET ONLY
S T
A A
C3
S-502
T M
G
C1
S-503
W E
S -1
-R -0
STOP
BEGIN
NEW
FIXED SUPPORTS
NEW CENTER
LOCATION OF
OF CHECK POST
LOCATED AT EDGE
NEW END STOP
UPPER GUIDEWALL
EXTENSION
UPPER GUIDEWALL
S T
A .6
A
ASSEMBLY COMPONENTS.
2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR QUANTITIES AND NEW RAIL CLIP
1. SEE GENERAL NOTES ON SHEET G-003.
S T
A R
T O
F R
A
IL
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
S A
S R
E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
A1
E-501
RAIL (TYP.)
REMOVE EXISTING
RAIL SUPPORT (TYP.)
REMOVE EXISTING
RAIL SUPPORT (TYP.)
REMOVE EXISTING
RAIL (TYP.)
REMOVE EXISTING
DEPTH OF CONCRETE REMOVAL
CUT EXISTING ANCHOR BOLT TO
CONCRETE REMOVAL
TO DEPTH OF
ANCHOR BOLT
CUT EXISTING
S E
E S
H E
E T S -5
7 S
E E S
H E
E T S -5
RAIL SUPPORT (TYP.)
REMOVE EXISTING
EXISTING RAIL
HANDRAIL
EXISTING
C O
N C
R E
T E R
E M
O V
A L
EXISTING HANDRAIL BASE PLATE(TYP.)
1'-0" (TYP)
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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
/2
A N
S I
D
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
V D
S-501
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
/0
/0
H M
W H
D T
R A
V E
L
IN
G M
O O
R
IN
G B
IT
T S
Y S
T E
M R
E H
A B
IL
IT
A T
IO
N
T R
E M
P E
A L E
A U
W I
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
L D
T
M B S -5
X X
X .d g n
CL
CL
CL
A1A3
T S
U L L
Y
N.T.S.
C1
SCALE:
EXISTING RAIL AND SUPPORTS (TYP.)
PLAN
SHEET KEYNOTES
LEGEND
EXISTING CONCRETE
EL. 654.5
EL. 632.0
EL. 647.0
EL. 636.0
EL. 622.0
N.T.S.
A4
SCALE:
UPPER GUIDEWALL
SECTION
SIDE
LAND
SIDE
RIVER
W E
S -1
-R -0
T M
G
4. EXISTING RAIL SEGMENTS ARE TYPICALLY 39 FEET LONG OR LESS.
RETAINED FOR RE-INSTALLATION BY THE CONTRACTOR.
3. HANDRAILING SHALL BE TEMPORARILY REMOVED, AND SHALL BE PROTECTED AND
LEAD.
2. EXISTING PAINT ON LOCK WALL ARMOR AND WELDED RAIL CLIPS DOES CONTAIN
1. SEE GENERAL NOTES ON SHEET G-003.
STRUCTURAL NOTES: THIS SHEET ONLY
DEMOLITION SHOULD BE PRIMED AND PAINTED TO MATCH EXISTING SURFACE.
ACCORDANCE WITH SSPC-SP3 STANDARDS. AREAS DISTRUBED DURING
1. GRIND FLUSH EXISTING WELD TO STEEL CORNER ARMORING SURFACE IN
S E
E S
H E
E T S -5
CONCRETE DEMOLITION
SCALE: N.T.S. SCALE: N.T.S.
A1
QUANTITY OF APPROXIMATELY 360 EACH
EXISTING WELDED AND BOLTED SUPPORTS
SECTION
A3
QUANTITY OF APPROXIMATELY 390 EACH
EXISTING BOLTED SUPPORTS
SECTION
S U
P P
O R
T D
E M
O L
IT
IO
N
E X
IS
T
IN
G R
A
IL
A
N D
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
/2
J L F
R E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
APPROXIMATELY
NEW CONCRETE
NO WELD
NO WELD
EXISTING CONCRETE TO REMAIN
RAIL
NEW
NEW RAIL
"2
11110" MINIMUM
SEE NOTE 4
TYPICAL HANDRAIL POST SPACING IS 6 FT. NEW RAIL
HANDRAIL
EXISTING
REMAIN
EDGE TO
ARMOR
CORNER
EXISTING
M
IN
IM
U M
SHEET S-507
REPAIR SEE
NEW CONCRETE
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
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
ID
Sheet
N A
V D
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
/2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
T R
A V
E L
IN
G M
O O
R
IN
G B
IT
T S
Y S
T E
M R
E H
A B
IL
IT
A T
IO
N /0
/0
H M
W H
D
S-502
S T P
A U
L D
IS
T R
IC
T
ST. PAUL DISTRICT
M
IS
S
IS
S
IP
P I
R
IV
E R
A3
S-504
A4
S-504
A1
S-504
CL CL
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
.9
A
T R
E M
P E
A L E
A U
W I
L D
T
M B S -5
X X
X .d g n
A3
01"2" 2" 01"2" 2"
N E
W R
A
IL
A
N D S
U P
P O
R T
T S
U L L
Y
C1
TYPICAL RAIL SUPPORT DETAIL
SCALE:N.T.S.
STANCHION LAYOUT
TYPICAL BASE PLATE AND HANDRAIL
A1
(TYP.)
(TYP.)
(TYP.)
EL. 654.5
EL. 632.0
EL. 647.0
EL. 636.0
EL. 622.0
N.T.S.
C3
SCALE:
UPPER GUIDEWALL
SECTION
T M
G W
E
S -1
-R -0
F R
E E S
L
ID
IN
G A
S S
E M
B L
Y
MAXIMUM EXCEPT AT CHECK POSTS
STRUCTURAL NOTES: THIS SHEET ONLY
SHEET KEYNOTES
LEGEND
EXISTING CONCRETE NEW CONCRETE
6" = 1'-0"
A3
SCALE:
NEW RAIL AND FREE SUPPORT
PLAN
6" = 1'-0"
A1
SCALE:
NEW RAIL AND FREE SUPPORT
SECTION
"4
(TYP.)
APART.
PLATES CAN BE MOVED LEFT OR RIGHT AS LONG AS THEY REMAIN BETWEEN 30-42"
WHEN NECESSARY AND WHEN NOT SPECIFIED IN OTHER DRAWING DETAILS, BASE
POSTS, JOINTS, LADDER RECESSES, OR MANHOLES.
4. TYPICAL BASE PLATE SPACING IS 36" O.C. EXCEPT WHERE LIMITED BY CHECK
RAIL JOINTS WILL NOT BE ACCEPTED.
3. THE FULL LENGTH OF THE NEW RAIL SHALL BE CONTINUOUSLY THERMITE WELDED.
2. SHOP LOAD TEST PER THE SPECFIFICATIONS.
1. SEE GENERAL NOTES ON SHEET G-003.
"16
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
7. USE 80 KSI ELECTRODE ON FILLET WELD.
6. USE 70 KSI ELECTRODE ON FILLET WELD.
03 01 32.
5. PERFORM CRACK REPAIR TO EXISTING CONCRETE. SEE SPECIFICATION SECTION
4. THE NEW RAIL SHALL BE ALIGNED AND FIELD TESTED PER THE SPECIFICATIONS.
SHOP LOAD TEST PER THE SPECIFICATIONS.
BE PROVIDED TO ALLOW THE FREE EXPANSION AND CONTRACTION OF THE RAIL.
3. RUNNING CLEARANCE OF 0.002" TO 0.010" BETWEEN THE RAIL AND SUPPORT SHALL
WASHER TIGHTEN TO EPOXY ANCHOR SYSTEM SPEC.
" THICK 2
1" O.D. THREADED ROD WITH HEX. NUT AND 4
1 ANCHORING SYSTEM. 1
2. NEW ANCHOR BOLT EMBEDDED INTO SOUND CONCRETE OVERLAY WITH EPOXY
COUNTERSUNK SO TOP IS FLUSH WITH TOP OF CLIP.
71. 2-HEAVY STRUCTURAL BOLTS A325 TYPE I, GALVANIZED STEEL,
J L F
R E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
EXISTING CONCRETE TO REMAIN
RAIL
NEW
AND CONTRACTION OF THE RAIL
LONGITUDINAL THERMAL EXPANSION
OTHER RAIL SUPPORTS ALLOW
CENTER FIXED SUPPORT. ALL
COUNTERSUNK BOLT ONLY AT
NEW RAIL
REMAIN
EDGE TO
ARMOR
CORNER
EXISTING
"2
11110" MINIMUM
SEE NOTE 4
TYPICAL HANDRAIL POST SPACING IS 6 FT.
M
IN
IM
U M
CONCRETE
NEW
SEE SHEET S-507
NEW CONCRETE REPAIR
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
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A3
S-504
A4
S-504
C1
S-504
CL CL
N A
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C E
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R A
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O N
E -U .S S
U R
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A
T R
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A L E
A U
W I
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T
M B S -5
X X
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A3
01"2" 2" 01"2" 2"
N E
W R
A
IL
A
N D S
U P
P O
R T
T S
U L L
Y
A1
(TYP.)
(TYP.)
T M
G
C1
DETAIL
SCALE:N.T.S.
APPROXIMATE LOCATION AT STA. 5+20A
NEW RAIL CENTER FIXED SUPPORT
C E
N T
E R F
IX
E D A
S S
E M
B L
Y
W E
S -1
-R -0
6" = 1'-0"
A1
SCALE:
NEW RAIL AND SUPPORT AT CENTER FIXED SUPPORT
SECTION
6" = 1'-0"
A3
SCALE:
NEW RAIL AND SUPPORT AT CENTER FIXED SUPPORT
PLAN
STRUCTURAL NOTES: THIS SHEET ONLY
SHEET KEYNOTES
LEGEND
EXISTING CONCRETE NEW CONCRETE
(TYP.)
"16
APART.
PLATES CAN BE MOVED LEFT OR RIGHT AS LONG AS THEY REMAIN BETWEEN 30-42"
WHEN NECESSARY AND WHEN NOT SPECIFIED IN OTHER DRAWING DETAILS, BASE
POSTS, JOINTS, LADDER RECESSES OR MANHOLES.
4. TYPICAL BASE PLATE SPACING IS 36" O.C. EXCEPT WHERE LIMITED BY CHECK
RAIL JOINTS WILL NOT BE ACCEPTED.
3. THE FULL LENGTH OF THE NEW RAIL SHALL BE CONTINUOUSLY THERMITE WELDED.
2. SHOP LOAD TEST PER THE SPECFIFICATIONS.
1. SEE GENERAL NOTES ON SHEET G-003.
MAXIMUM EXCEPT AT CHECK POSTS
"4
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
7. USE 80 KSI ELECTRODE ON FILLET WELD.
6. USE 70 KSI ELECTRODE ON FILLET WELD.
03 01 32.
5. PERFORM CRACK REPAIR TO EXISTING CONCRETE. SEE SPECIFICATION SECTION
4. THE NEW RAIL SHALL BE ALIGNED AND FIELD TESTED PER THE SPECIFICATIONS.
SHOP LOAD TEST PER THE SPECIFICATIONS.
BE PROVIDED TO ALLOW THE FREE EXPANSION AND CONTRACTION OF THE RAIL.
3. RUNNING CLEARANCE OF 0.002" TO 0.010" BETWEEN THE RAIL AND SUPPORT SHALL
WASHER TIGHTEN TO EPOXY ANCHOR SYSTEM SPEC.
" THICK 2
1" O.D. THREADED ROD WITH HEX. NUT AND 4
1 ANCHORING SYSTEM. 1
2. NEW ANCHOR BOLT EMBEDDED INTO SOUND CONCRETE OVERLAY WITH EPOXY
COUNTERSUNK SO TOP IS FLUSH WITH TOP OF CLIP.
71. 2-HEAVY STRUCTURAL BOLTS A325 TYPE I, GALVANIZED STEEL,
J L F
R E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
TAPPED HOLE (TYP.)
SUPPORT ONLY
BOLTS AT CENTER FIXED
HOLES FOR COUNTERSUNK
"4
N
O M
3"
TAPPED HOLE (TYP.)
1 2
ONLY. DRILL THROUGH BASE PLATE, TAP HOLE IN BOTTOM OF RAIL.
HOLES FOR COUNTERSUNK BOLTS AT CENTER FIXED SUPPORT
N
O M
N
O M
" RADIUS2
"8
"4
BOLT (TYP.)
COUNTERSUNK
HOLE FOR
"2
1'-8"
1'-8"
"8
1 " RADIUS2
4"
"4
"8 121'-4""8
"8 121'-4""8
/2
A N
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A
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X X
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01"2" 2"
T S
U L L
Y
NOTE: ALL TOLERANCES ± 0.02" UNLESS OTHERWISE NOTED.
NOTED.
NOTE: ALL TOLERANCES ± 0.02" UNLESS OTHERWISE
NOTED.
NOTE: ALL TOLERANCES ± 0.02" UNLESS OTHERWISE
1. SEE GENERAL NOTES ON SHEET G-003.
STRUCTURAL NOTES: THIS SHEET ONLY
SHEET KEYNOTES
SIDE
TOP TOP
TOP
SIDE
SIDE
T M
G
TOP
SIDE
01"2" 2"
NOTE: ALL TOLERANCES ± 0.02" UNLESS OTHERWISE NOTED.
W E
S -1
-R -0
N O
M
A3
DETAIL
SCALE:N.T.S.
STRUCTURAL STEEL PLATE
NEW RAIL BOLT CLIP - ASTM A572 GRADE 65,
0"R
" ± 0.005"4
3THICKNESS
SCALE: 6"=1'-0"
SCALE: 6"=1'-0"
" ± 0.005"4
3THICKNESS
COUNTERSUNK SO TOP IS FLUSH WITH TOP OF CLIP.
73. 2-HEAVY STRUCTURAL BOLTS A325 TYPE I, GALVANIZED STEEL,
AND THE RAIL. SEE THE SPECIFICATIONS. APPLY THE WEAR STRIPS AFTER WELDING.
2. APPLY 0.010" THICK WEAR STRIP AT THE BEARING SURFACE OF THE RAIL SUPPORTS
OFFICER.
FILLET DIMENSIONS MAY CHANGE AT THE DIRECTION OF THE CONTRACTING
PROTOTYPE SUPPORTS, PENDING RESULTS OF THE SHOP TESTING. THE FINAL
1. FILLET SERVES AS A FAIL SAFE. DIMENSIONS OF THE FILLET ARE FOR THE
S U
P P
O R
T D
E T
A
IL
S
N E
W R
A
IL
A
N D
A1
STRUCTURAL STEEL PLATE
RAIL BASE PLATE - ASTM A572 GR50 STRUCTURAL STEEL
DETAIL
C1
STRUCTURAL STEEL PLATE
RAIL BASE PLATE AT CENTER FIXED SUPPORT - ASTM A572 GR50 STRUCTURAL STEEL
DETAIL
A4
DETAIL
SCALE:N.T.S.
STRUCTURAL STEEL PLATE
NEW RAIL WELDED CLIP - ASTM A572 GRADE 65,
L O
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N D D
A M N
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®of Engineers
US Army Corps of Engineers
US Army Corps
GUIDEWALL CORNER
EXISTING STEEL
NEW RAIL
MOORING BITT
NEW TRAVELING
MONOLITH JOINT
EXISTING
RAIL
NEW
42"
SEE SHEET S-508
WITH NEW CONCRETE
EXISTING MANHOLE FILLED
MINIMUM 8" MIN. 8"MIN. 8"15"
20"
36"36"
36"
UP TO 42"
GUIDEWALL CORNER
EXISTING STEEL
CORNER
GUIDEWALL
STEEL
EXISTING
CORNER
GUIDEWALL
STEEL
EXISTING
CHECK POST
EXISTING
CHECK POST
EXISTING
10" "2
21'-0"
SEE SHEET S-507
REPAIR
NEW CONCRETE
REPAIR
NEW CONCRETE
REPAIR
CONCRETE
NEW
S O
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A T
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®of Engineers
US Army Corps of Engineers
US Army Corps
/2
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A3
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N A
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STRUCTURAL NOTES: THIS SHEET ONLY
C1
DETAIL
SCALE: N.T.S.
NEW RAIL SUPPORTS AT MANHOLE (TYP.)
A1
DETAIL
SCALE:N.T.S.
OR MONOLITH EDGE (TYP.)
NEW RAIL SUPPORTS AT CHECKPOST
N.T.S.
B3
SCALE:
NEW RAIL SUPPORTS AT LADDER (TYP.)
DETAIL
LEGEND
EXISTING CONCRETE NEW CONCRETE
CL
T M
G W
E
S -1
-R -0
A3
SECTION
SCALE:N.T.S.
OF NEW RAIL ASSEMBLY
SECTION VIEW - LAYOUT
BETWEEN 30-42" APART.
BASE PLATES CAN BE MOVED LEFT OR RIGHT AS LONG AS THEY REMAIN
WHEN NECESSARY AND WHEN NOT SPECIFIED IN OTHER DRAWING DETAILS,
SUPPORTS, CHECK POSTS, JOINTS, LADDER RECESSES, OR MANHOLES.
3. TYPICAL BASE PLATE SPACING IS 36" O.C. EXCEPT WHERE LIMITED BY HANDRAIL
THEIR EXISTING LOCATIONS.
2. HANDRAILS SHALL BE REMOVED PRIOR TO CONCRETE REPAIR AND REPLACED IN
1. SEE GENERAL NOTES ON SHEET G-003.
AND PLACING RAIL BASE PLATE ANCHOR BOLTS.
1. MANHOLE CONCRETE MUST CURE TO 75% DESIGN STRENGTH PRIOR TO DRILLING
SHEET KEYNOTES
L O
C K A
N D D
A M N
O U
P P
E R G
U
ID
E W
A L L
J L F
R E
IS
S U
E D D
W G I
N A
C C
O R
D W
IT
H A
M E
N D
/2
3'-6"
6"
6"
"2
BOLT
1L3x3x
"2 11'-1
" PLATE2
1 " PLATE2
10" TRANSITION FROM RAIL TO RAIL T
1'-2"11"1'-2"1" 1"
"4 31"2
13"2 13"2
13"4
1'-2"
3HOLE FOR
1L5x3x
W10x45
6"
"16
6"
"16
TOP FLANGE
GRIND OFF
3'-6"3'-6"
"4
"2
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
CL CL CL CL CL CL
CLCLCLCL CL
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A
B4B3 C4
T S
U L L
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06" 3" 6"
" = 1'-0"2
D1
SCALE:
BEGIN STOP
PLAN
C1
A1
AT 50° F
AT 50° F
NOTE: GRIND OFF TOP FLANGE OF RAIL FLUSH
WITH WEB TO ALLOW MULE REMOVAL.
" = 1'-0"2
A4
SCALE:
END VIEW - BEGIN / END STOP
DETAIL
"16
" = 1'-0"2
B1
SCALE:
END STOP
PLAN
"16
A4
MAXIMUM FORCE OF 160 kN.
1. RUBBER CRANE BUMPER HARDNESS 70 SHORE A +/- 5 RATED TO 3200 JOULES AND
SHEET KEYNOTES
2" D
R A
IN
A G E H
O
LE
R
(TYP.)
RAIL
RAIL TDETAIL
0 1'1' 6"
0 1'1' 6"
0 1'1' 6"
0 1'1' 6"
0 1'1' 6"
0 1'1' 6"
0"R
"4 3R
"4
R
" = 1'-0"2
B4
SCALE:
DETAIL
0 1'1' 6"
" = 1'-0"2
B3
SCALE:
AREMA 136# RAIL - TYPICAL VIEW
DETAIL
AREMA 136# RAIL T - TOP FLANGE ROUND
R A
IL
B
E G
IN
A
N D E
N D S
T O
P
T M
G W
E
S -1
-R -0
C1
ELEVATION
SCALE: " = 1'-0"2
QUANTITY OF 1 EACH
BEGIN STOP
A1
ELEVATION
SCALE: " = 1'-0"2
QUANTITY OF 1 EACH
END STOP
C4
DETAIL
SCALE:3" = 1'-0"
QTY: 8 INSTALLED, 16 SPARE
FAIL-SAFE PLATE - ASTM A709 GRADE 50
2. SHOP TEST PER SPECIFICATIONS.
1. SEE GENERAL NOTES ON SHEET G-003.
STRUCTURAL NOTES: THIS SHEET ONLY
"4
"2
R
S A
S R
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IS
S U
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W G I
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L O
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N D D
A M N
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A L L
MATCH EXISTING
TO SPACING IN STEEL ARMOR SHALL
CONTRACTION JOINT CORRESPONDING
JOINT SHALL MATCH EXISTING
EXPANSION JOINT AT MONOLITH
LOCKWALL
EXISTING
LOCKWALL
EXISTING
POST TO REMAIN
EXISTING CHECK
JOINT
" CONTRACTION 16
3" - 8
AT EXPANSION JOINT
" RADIUS TOOLED EDGE8
BACKER ROD
JOINT SEALANT
ELASTOMETRIC
VARIES
T
T
EXISTING CONCRETE
NEW CONCRETE
IN EXISTING CONCRETE
LADDER RUNG EMBEDDED
5'-0"6'-9"12'-0"
POST TO REMAIN
EXISTING CHECK
NEW CONCRETE
CONCRETE
EXISTING
WITH JOINT SEALANT
SAW CUT FILLED
MATCH ARMOR STRAP
REMOVAL LINE TO
M
IN
EXPANSION JOINT MATERIAL
EXISTING PREFORMED
TO CONCRETE PLACEMENT.
LEVEL. INSPECT ANCHOR PRIOR
DOWN TO EXISTING CONCRETE
EXISTING CLIP BOLTS GRINDED
CONCRETE
NEW
NEW CONCRETE
EXISTING CONCRETE
IN EXISTING CONCRETE
LADDER RUNG EMBEDDED
CORNER ARMORING
EXISTING STEEL
CORNER ARMORING
EXISTING STEEL
5' TYP.
CONCRETE
NEW
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T R
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E D F
A C
T O
R
C F
G E
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N.T.S.
C1
SCALE:
PLAN VIEW - MONOLITH JOINT LAYOUT
TYPICAL DETAIL
A1
C4
A3
B3
TYPICAL DETAIL
SCALE:N.T.S.
CHECK POST AND LADDER RECESS
PLAN VIEW - RESURFACING AT
A1
SECTION
SCALE:N.T.S.
EXPANSION JOINT
SECTION VIEW - HORIZONTAL MONOLITH
TOP OF WALL
C4
SECTION
SCALE:N.T.S.
EXISTING LADDER RECESS
SECTION VIEW - RESURFACING AT
A4
A3
SECTION
SCALE:N.T.S.
EXISTING CHECK POST
SECTION VIEW - RESURFACING AT
N.T.S.
A4
SCALE:
DETAIL VIEW - CONCRETE OVERLAY
DETAIL
T S
U L
Y
STRUCTURAL NOTES: THIS SHEET ONLY
EXISTING CONCRETE NEW CONCRETE
LEGEND
T M
G W
E
S -1
-R -0
S E
E N
O T
E
L O
C K A
N D D
A M N
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P P
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IS
S U
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W G I
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O R
D W
IT
H A
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N D
/2
PLACE NEW CONCRETE TO ORIGINAL AS-BUILT DIMENSIONS.
THE LARGE DIAGONAL CRACK, TO SOUND CONCRETE, INSTALL FORM WORK AND
9. PERFORM CONCRETE REPAIR FOR UG 1, REMOVE UNSOUND CONCRETE, INCLUDING
8. CONCRETE REPAIRS SHALL BE MOIST CURED FOR 7 DAYS WITHOUT EXCEPTION.
CLASS 35. USE T, I, O, A.
SEALANT MATERIAL IN ACCORDANCE TO ASTM C 920 TYPE S OR M, GRADE P,
7. ALL JOINTS EXPANSION AND CONTRACTION SHALL BE FILLED WITH A JOINT
HALF THE JOINT WIDTH.
" TO 1" THE DEPTH OF THE SEALANT AT MIDPOINT SHOULD BE ONE 2
1 JOINTS OF
". IN 4
1" THE SEALANT DEPTH AT MIDPOINT SHOULD BE 2
1" TO 4
16. IN JOINTS OF
5. EXPANSION JOINT SHALL BE CONSTRUCTED TO MATCH EXISTING.
O.C.
PRESENT THE CONTRACTOR SHALL INCLUDE CONTRACTION JOINTS EVERY 5 FEET
TO SPACING IN HORIZONTAL CORNER ARMOR. WHERE CORNER ARMOR IS NOT
4. LOCKWALL RESURFACING SHALL INCLUDE CONTRACTION JOINTS CORRESPONDING
AT EL 654.5 ALONG THE UPPER GUIDE WALL FROM STA 1163.14 TO STA 869.30.
3. PERFORM HORIZONTAL CONCRETE RESURFACING TO ALL HORIZONTAL SURFACES
IMMEDIATELY BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION.
ANY AREAS WHERE CONCRETE IS DETERIORATED BELOW A DEPTH OF 6" SHALL BE
OR TO SOUND CONCRETE IN THE AREAS SHOWN ON AND DESCRIBED IN THE PLANS.
2. ALL EXISTING CONCRETE SHALL BE REMOVED TO A MINIMUM DEPTH OF 4 INCHES
1. SEE GENERAL NOTES ON SHEET G-003.
AREA ON UG-1
CONCRETE REPAIR
CORNER ARMOR
EXISTING
CONCRETE
EXISTING
ON UPPER GUIDE WALL 1
NEW CONCRETE REPAIR
THE SPECIFIED CONCRETE
CONCRETE AND REPAIR WITH
REMOVE ALL DETERIORATED
AT 12" O.C. BOTH WAYS
PLACE NO. 6 REBAR
RECOMMENDATION
MANUFACTURER'S
EMBEDMENT PER EPOXY
CLIP ASSEMBLY
NEW RAIL AND
3" COVER MIN.
SEE NOTE 2
CONDUIT REMOVAL
CONCRETE
EXISTING
CONCRETE
NEW
" - 45° CHAMFER4
BACKER ROD
JOINT MATERIAL
EXPANSION
PREFORMED
JOINT SEALANT
ELASTOMETRIC
JOINT SEALANT DEPTH
TOOLED, ELASTOMETRIC
VARIES
S O
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US Army Corps of Engineers
US Army Corps
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UG-1 UG-2
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-R -0
T S
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E -U .S S
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.9
A
STRUCTURAL NOTES: THIS SHEET ONLY
N
0 4'4' 2' " = 1'-0"4
A3
SCALE:
UPPER GUIDE WALL - MONOLITH 1
PLAN
S T
A .6
A
S T
A .6
A
S T
A .5
A
J L F
/2
N.T.S.
A1
SCALE:
UPPER GUIDE WALL - MONOLITH 1 CONCRETE OVERLAY
SECTION
EXISTING CONCRETE NEW CONCRETE
N E
W D
R A
W
IN
G I
N A
C C
O R
D W
IT
H A
M E
N D
A1
S-507A
LEGEND
EL. 654.5
EL. 647.0
SAWCUT 4"
MINIMUM
RIVERSIDE LANDSIDE
REPAIR AREA
CONCRETE
N.T.S.
C1
SCALE:
UPPER GUIDE WALL - MONOLITH 1 VERTICAL EXPANSION JOINT
DETAIL
C1
DETAIL
ELEVATIONS TO THE ORIGINAL STRUCTURE.
A. FORM AND PLACE THE SPECIFIED CONCRETE TO THE DIMENSIONS AND
4. CONCRETE PLACEMENT
I. DO NOT DOWEL THE REINFORCEMENT THROUGH MONOLITH JOINTS.
MANUFACTURE'S RECOMMENDATIONS.
G. INSTALL REINFORCEMENT IN ACCORDANCE TO THE STRUCTURAL EPOXY
ASTM-C-881, TYPES I, II, IV & V; CLASSES A, B & C; GRADE 3.
ANCHORING GEL, THAT MEETS THE PERFORMANCE REQUIREMENTS OF
100% SOLIDS, SOLVENT-FREE STRUCTURAL EPOXY ACRYLATE HYBRID
F. THE REINFORCEMENT MUST BE ANCHORED INTO SOUND CONCRETE BY A
E. PROVIDE STANDARD HOOKS WHERE HOOK LENGTHS ARE NOT SPECIFIED.
D. MINIMUM LAP REQUIREMENTS FOR REINFORCING AS SPECIFIED IN ACI318.
ASTM615 GRADE 60.
C. ALL CONCRETE REINFORCING BARS SHALL BE BLACK BARS CONFORMING TO
REINFORCEMENT MUST BE SPACED 12" O.C.E.W.
B. CONCRETE COVER FOR ALL REINFORCING SHALL BE 3 INCHES. THE
A. DESIGN STRUCTURAL STEEL YIELD STRENGTH = 36,000 PSI
3. STRUCTURAL STEEL REINFORCING
CONCRETE REMOVAL.
B. REMOVE ALL CONDUIT ALONG WITH CONCRETE IN UPPER GUIDE WALL 1
AMPLITUDE.
" 4
1SURFACES SHALL BE REMOVED TO SOUND CONCRETE AND ROUGHEN TO
A MINIMUM DEPTH OF 4 INCHES. THE UNSOUND AND DELAMINATED INTERIOR
MUST BE INTO SOUND CONCRETE, WITH STRAIGHT AND SQUARE CUT LINES AT
TO THE LIMITS AS SHOWN ON THE DRAWINGS. THE REMOVAL BOUNDARIES
A. ALL CRACKED, DELAMINATED, AND UNSOUND CONCRETE MUST BE REMOVED
2. REMOVAL
SHOWN ON DRAWINGS PRIOR TO PERFORMING WORK.
OF DISCREPANCIES AND VARIATIONS IN ELEVATIONS AND DIMENSIONS FROM THOSE
AT THE SITE BEFORE STARTING WORK. NOTIFY THE USACE CONTRACTING OFFICER
1. VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS AND EXISTING
TO STEEL CORNER ARMORING
NEW CONCRETE EXTENDS
HORIZONTAL SURFACE LEVEL.
FILL WITH CONCRETE TO
SOUND CONCRETE
MANHOLE FRAME TO
CUT OUT EXISTING
CORNER ARMORING
EXISTING STEEL
CORNER ARMORING
EXISTING STEEL
LOCKWALL FACE
EXISTING
LOCKWALL FACE
EXISTING
LOCKWALL FACE
EXISTING
FROM MANHOLE.
REMOVE EXISTING GRAVEL
LEADING TO LIGHT POST
IN EXISTING 2 - 2" CONDUITS
NEW PRESSURE GROUT
CORNER ARMOR
TO EXTEND TO STEEL
CONCRETE REMOVAL
CORNER ARMORING
EXISTING STEEL
SECTION 03 01 32.
ADHESIVE. SEE SPECIFICATION
POLYURETHANE INJECTION
FILL EXISTING VOIDS WITH
SECTION 03 01 32.
OF WALL. SEE SPECIFICATION
APPROXIMATELY 20" BELOW TOP
164.0A AND STA. 738.0A AND
LOCKWALL BETWEEN STA.
CONDUITS RUNNING ALONG
ADHESIVE IN EXISTING 3 - 2"
NEW POLYURETHANE INJECTION
NEW CONCRETE
CONCRETE RESURFACING.
FOR HORIZONTAL
REMOVAL OF CONCRETE
MANHOLE FRAME AND
FULL REMOVAL OF
NEEDED TO FACILITATE
REMOVE CONCRETE AS
THE BASE OF EACH LIGHT BASE.
EXISTING CONCRETE AROUND
REMAIN, SAW CUT AND REMOVE
ALL EXISTING LIGHT POLE TO
S O
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ID
NOTES:
T S
U L
STRUCTURAL NOTES: THIS SHEET ONLY
EXISTING CONCRETE NEW CONCRETE
A4
LEGEND
N.T.S.
A4
SCALE:
BEFORE GROUTING CONDUIT AND MANHOLE FILL
SECTION
N.T.S.
B4
SCALE:
AFTER GROUTING CONDUIT AND MANHOLE FILL
SECTION
B4
A1
TYPICAL DETAIL
SCALE:N.T.S.
AND MANHOLES FILL
PLAN VIEW - CONDUIT PRESSURE GROUTING
T M
G W
E
S -1
-R -0
2. EXISTING MANHOLE FRAME IS SAWCUT OUT TO SOUND CONCRETE, AND THE HOLE IS THEN DOWLED AND FILLED WITH CONCRETE.
1. 2-MANHOLES, STA. 321.0A AND STA. 594.0A. MANHOLES TO BE USED TO ACCESS CONDUITS FOR PRESSURE GROUTING.
AND PLACING RAIL BASE PLATE ANCHOR BOLTS.
4. MANHOLE CONCRETE MUST CURE TO 75% DESIGN STRENGTH PRIOR TO DRILLING
SOUND CONCRETE UPON REMOVAL.
STA. 594.0A. EXACT DIMENSIONS OF MANHOLE FILL DEPENDS ON LOCATION OF
3. MANHOLE CONCRETE FILL APPROXIMATELY OCCURS AT STA. 321.0A AND
STA. 738.0A.
2. GROUTING OCCURS IN CONDUIT APPROXIMATELY BETWEEN STA. 164.0A AND
1. SEE GENERAL NOTES ON SHEET G-003.
L O
C K A
N D D
A M N
O U
P P
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U
ID
E W
A L L
J L F
R E
IS
S U
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W G I
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D W
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H A
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/2
14'-0"
3'-0" ON CENTER (TYP.)
S O
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T A
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O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N.T.S.
A1
SCALE:
TRAVELING MOORING BITT REMOVED FOR CLARITY OF RAIL AND CLIPS
PLAN
A1
RIVERSIDE
LANDSIDE
RIVERSIDE
EDIS
DNAL
S H
O P L
O A
D T
E S
T
N E
W T
R A
V E
L
IN
G M
O O
R
IN
G B
IT
T
S-601
SUPPORT IS USED.
2. WELDED CLIP IN DETAIL A4 SHEET S-504 IS IDENTICAL BUT ONLY ONE PER RAIL
BASE PLATES AND 4 HALF-WIDTH BOLTED CLIPS PER TEST ITERATION.
1. HALF WIDTH SUPPORTS AND CLIPS. SEE SHEET S-504. QUANTITY: 4 HALF-WIDTH
SHEET KEYNOTES
RAIL SUPPORTS FOR SHOP LOAD TESTING REQUIRMENTS AND DETAILS.
1. SEE SPECIFICATION SECTION 05 50 13. 00 13 TRAVELING MOORING BITT AND
STRUCTURAL NOTES: THIS SHEET ONLY
N.T.S.
B4
SCALE:
HALF-WIDTH RAIL CLIPS
DETAIL
B4
DETAIL
RAIL CLIP
HALF-WIDTH
N.T.S.
B1
SCALE:
SHOP TEST OF NEW TRAVELING MOORING BITT WITH HALF-WIDTH BASE PLATE AND CLIP
ISOMETRIC VIEW
L O
C K A
N D D
A M N
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P P
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S A
S R
E
IS
S U
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W G I
N A
C C
O R
D W
IT
H A
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N D
/2
14'-0"
3'-0" ON CENTER (TYP.)
/2
A N
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IS
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P I
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-R -0
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T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N.T.S.
A1
SCALE:
TRAVELING MOORING BITT REMOVED FOR CLARITY OF RAIL AND CLIPS
PLAN
A1
N.T.S.
B1
SCALE:
SHOP TEST OF NEW TRAVELING MOORING BITT WITH FULL-SIZE BASE PLATE AND CLIPS
ISOMETRIC VIEW
EDIS
RE
VI
R
EDIS
DNAL
RIVERSIDE
LANDSIDE
NOTES:
N.T.S.
B4
SCALE:
FULL-SIZE RAIL BASE PLATES CLIPS
DETAIL
SUPPORTS FOR SHOP LOAD TESTING REQUIREMENTS.
1. SEE SPECIFICATION SECTION 05 50 13. 00 13 TRAVELING MOORING BITT AND RAIL
STRUCTURAL NOTES: THIS SHEET ONLY
AND 4 FULL-SIZE CLIPS.
2. QUANTITY: 4 FULL-SIZE BASE PLATES
FULL-SIZE BASE PLATES AND CLIPS.
1. SEE SHEET S-504 FOR DIMENSIONS OF
S H
O P L
O A
D T
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T
N E
W T
R A
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IN
G M
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RAIL CLIP
FULL-SIZE
S A
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US Army Corps of Engineers
US Army Corps
WHEEL TYPE 1
WHEEL TYPE 3 (BEHIND)
WHEEL TYPE 2
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MECHANICAL NOTES: THIS SHEET ONLY
W E
S -1
-R -0
A3
M-502
A1
M-502
A1
ELEVATION
SCALE:3" = 1'-0"
QUANTITY OF 2 EACH
TRAVELING MOORING BITT - LANDSIDE VIEW WHEEL POSITION L
O
C K A
N D D
A M N
O U
P P
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U
ID
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A L L
FABRICATION DETAILS.
4. SEE SPECIFICATION SECTION 35 11 50.13 FOR TRAVELING MOORING BITT FRAME
DETAILS.
3. SEE SPECIFICATION SECTION 35 05 40.17 FOR WHEEL AND BEARING
136 LB/YD AREMA RAIL.
2. TRAVELING MOORING BITT TO BE ASSEMBLED TO ALLOW FREE ROLLING ON
DESIGNED WITH ECCENTRIC WHEEL PINS.
1. CONTRACTOR IS RESPONSIBLE TO ENSURE WHEELS ARE FULLY ADJUSTABLE AS
S A
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IS
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W G I
N A
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PLATE
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TYPE 2
PIN
TYPE 3
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X X
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6" = 1'-0"
A1
SCALE:
54° AND 45° WHEELS
SECTION
T S
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H M
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M-502
T R
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NOTES:
6" = 1'-0"
A3
SCALE:
PUSH WHEEL
SECTION
01"2" 2"01"2" 2"
NOTES:
W E
S -1
-B -0
/0
/0
3. FOURTEEN - (14) TYPE 2 PINS PER TRAVELING MOORING BITT.
2. SEVEN - (7) TYPE 3 WHEELS PER TRAVELING MOORING BITT.
1. SEVEN - (7) TYPE 2 WHEELS PER TRAVELING MOORING BITT.
ASSEMBLY, BUT SHOULD SUPPORT THE BEARING ASSEMBLY.
CLEARANCE FIT 0.010 ± 0.005 INCHES. FRAME SHALL NOT COMPRESS BEARING
FINAL WIDTH OF WHEEL AND BEARING ASSEMBLIES SHALL BE LOCATIONAL
3. MACHINE FRAME TO ACHIEVE REQUIRED FIT AND FINISH TO 64 MICROINCHES.
32. BORE 1
11. BORE 2
SHEET KEYNOTES
2. SEE SHEET M-504 FOR WHEEL BEARING ARRANGEMENT DETAILS.
1. SEE SHEET M-503 FOR WHEEL AND PIN DETAILS AND QUANTITIES.
MECHANICAL NOTES: THIS SHEET ONLY
FROM BASIS OF DESIGN.
3. CONTRACTOR SHALL PROVIDE WHEEL PLATE SHOP DRAWINGS
2. TWO - (2) TYPE 1 PINS PER TRAVELING MOORING BITT.
1. TWO - (2) TYPE 1 WHEELS PER TRAVELING MOORING BITT.
L O
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" NOM.8
" NOM.8
50° 50
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W E
S -1
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N.T.S.
C1
SCALE:
WHEEL TYPE 1 - 2 WHEEL AND BEARING ASSEMBLIES PER TRAVELING MOORING BITT (PROVIDE 4 SPARES)
DETAIL
N.T.S.
A1
SCALE:
WHEEL TYPE 3 - 7 WHEEL AND BEARING ASSEMBLIES PER TRAVELING MOORING BITT (PROVIDE 14 SPARES)
DETAIL
O.D. FINISH
O.D. FINISH
O.D. FINISH
N.T.S.
C3
SCALE:
PIN TYPE 1 - 2 PER TRAVELING MOORING BITT (PROVIDE 4 SPARES)
DETAIL
N.T.S.
B3
SCALE:
PIN TYPE 2 - 14 PER TRAVELING MOORING BITT (PROVIDE 14 SPARES)
DETAIL
N.T.S.
B1
SCALE:
WHEEL TYPE 2 - 7 WHEEL AND BEARING ASSEMBLIES PER TRAVELING MOORING BITT (PROVIDE 14 SPARES)
DETAIL
N.T.S.
A3
SCALE:
KEEPER PLATE - 14 PER TRAVELING MOORING BITT (PROVIDE 7 SPARES)
DETAIL
N.T.S.
A4
SCALE:
PUSH HANDLE - 1 PER TRAVELING MOORING BITT
DETAIL
SHEET KEYNOTES
"4 3R
"8
R
"16 5R
NOTE: FINISH ALL OVER
NOTE: FINISH ALL OVER
NOTE: FINISH ALL OVER
NOT BLOCK GUIDEWALL WALKWAY.
EXTEND SO THE TRAVELING MOORING BITT MAY BE PUSHED BY HAND, BUT SHALL
MOORING BITT RAIL AND HANDRAIL ARE DETERMINED. HORIZONTAL PORTION SHALL
6. DIMENSION PUSH HANDLE AFTER FINAL ARRANGEMENT OF TRAVELING
MINIMUM YIELD STRENGTH OF 75KSI AND 302 BRINELL.
± .01 INCH. FABRICATE WHEELS FROM ASTM A564/A564M UNS S17600 TYPE 635 WITH
5. WHEEL OUTSIDE DIAMETER AND GEOMETRY ARE EXACT. FABRICATE TO WITHIN
AND LOCATION REQUIREMENT.
ON PIN AND 1 INCH IN LENGTH OR LESS. SEE SHEET M-504 FOR ARRANGEMENT
4. MACHINE FILLETED KEYWAY INTO PIN TYPE 2. KEYWAY SHALL BE CENTERED
ARRANGEMENT. SELF-LUBRICATED BEARING CONCEPT SHOWN ON M-504.
DIMENSIONS DEPENDANT UPON SELF-LUBRICATED BEARING ASSEMBLY
3. INSIDE DIAMETERS AND WIDTHS OF WHEEL TYPES 2 AND 3 ARE NOMINAL. FINAL
BEARINGS SHALL BE FULLY SEALED AND MAINTENANCE FREE.
DEPENDENT ON SELECTION OF SPHERICAL ROLLER BEARINGS. SELECTED
2. WHEEL TYPE 1 INSIDE DIAMETER AND WIDTH DIMENSIONS ARE NOMINAL AND
MINIMUM YIELD STRENGTH OF 75KSI AND 302 BRINELL.
FABRICATE PINS AND KEYS FROM ASTM A564/A564M UNS S17600 TYPE 635 WITH
1. WHEEL PINS SHALL HAVE 0.25 INCH FILLET WHERE DIAMETERS REDUCE (TYP).
N E
W T
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IN
G M
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IN
G B
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WHEEL PIN
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BEARING ASSEMBLY
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SELF-LUBRICATING
WHEEL
BEARING FLANGE
SELF-LUBRICATED
FASTENERS
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
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IN
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SHEET KEYNOTES
N.T.S.
A1
SCALE:
SELF-LUBRICATING WHEEL BEARING ARRANGEMENT CONCEPT
DETAILS
EXPLODED ISOMETRIC VIEW
SIDE VIEW - PIN WITH KEY
ISOMETRIC VIEW - PIN WITH KEY
EXPLODED ISOMETRIC SECTION VIEW
SECTION VIEW
ISOMETRIC SECTION VIEW
W E
S -1
-R -0
MECHANICAL NOTES: THIS SHEET ONLY
MEET REQUIREMENTS STATED IN SPECIFICATION SECTION 35 05 40.17.
SELF-LUBRICATED MANUFACTURER NAME AND MATERIAL CATALOG DATA WHICH
PROPOSE DIMENSIONS OF SELF-LUBRICATED BEARING ASSEMBLY. PROVIDE
SELF-LUBRICATED BEARING ARRANGMENT. CONTRACTOR SHALL DESIGN AND
3. BASIS OF DESIGN SHOWN IS NOT INTENDED TO DEPICT EXACT SIZES OF
REQUIRE KEYED INTERFACE. PIN TYPE 1 DOES NOT REQUIRE A KEY.
ECCENTRIC SHAFT WITH SLIDING FIT 0.005 +0.0025 INCH. WHEEL PIN TYPES 2 AND 3
2. SELF-LUBRICATED ASSEMBLY SHOULD FIT ONTO KEYED 2 INCH Ø PORTION OF
BEARING MATERIAL, SEALS, AND FASTENING METHOD.
KEY SIZE, BACKER MATERIAL, SURFACE FINISHES, LOCATION OF SELF-LUBRICATED
FROM BASIS OF DESIGN SHOWN ON THIS SHEET. SHOW LOCATION OF KEYWAY,
1. CONTRACTOR SHALL PROVIDE WHEEL BEARING ARRANGEMENT SHOP DRAWINGS
8. KEY MUST BE LOCATED IN THE WHEEL PIN AT POSITION SHOWN.
ASSEMBLY, BUT SHOULD SUPPORT THE BEARING ASSEMBLY.
CLEARANCE FIT 0.010 ± 0.005 INCHES. FRAME SHALL NOT COMPRESS BEARING
7. FINAL WIDTH OF WHEEL AND BEARING ASSEMBLIES SHALL BE LOCATIONAL
6. KEYWAY CHANNEL SHALL BE EVENLY OFFSET FROM DRILLED BOLT HOLES.
MATERIAL OF SEAL ON SHOP DRAWINGS.
120° F. SHOW TYPE OF SEAL, ATTACHMENT STYLE, PROFILE CROSS SECTION, AND
ASSEBMLY SUITABLE FOR OUTDOOR CONDITIONS IN TEMPERATURES FROM -20° TO
5.…
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