A22 - W912EK25RA018 -PLAN_SET_REF-HISTORICAL_DWGS.pdf
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- Mississippi River Basin, Lock 19, Keokuk, IA, Nose Pier Replacement and Bulkhead Recesses
- Solicitation number
- W912EK25RA018SOL
About this file
This file contains detailed engineering design drawings for a Guard Gate Replacement project at Mississippi River Lock 19 in Keokuk, Iowa, prepared by the U.S. Army Corps of Engineers Rock Island District. The comprehensive set of technical drawings covers multiple aspects of the guard gate replacement, including structural components, bridge segments, bearings, seals, fenders, and detailed specifications for fabrication and assembly.
The drawings specify a complex structural design using ASTM A709, Grade 50 high-strength low-alloy steel, with intricate details for vertical girders, skin plates, compression and tension chords, diagonal connections, lifting pins, and bridge segments. Key technical specifications include precise dimensional tolerances, welding requirements, non-destructive testing protocols, and specific manufacturing processes. The design includes features such as a bottom seal, side seals, bridge grating, handrails, and specialized connection points, with meticulous attention to material selection, bolt configurations, and surface treatments to ensure structural integrity and long-term performance of the guard gate replacement.
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MISSISSIPPI RIVER
LOCK 19
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
1200' Lock Original Construction Stage II b5ecddlb PolyLine
PolyLine
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
1200' Lock Original Construction Stage III
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
1200' Lock Original Construction Stage IV
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
Sheet Pile Wall Cutoff of Original Dry Dock and Lock
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
Upper Guide Wall and Land Wall Repairs
Text Box
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
Major Rehab and Major Maintenance
NOSE PIER REPLACEMENT
AND BULKHEAD RECESS
Reference Plan Set
Mississippi and Illinois River Lock Bulkheads
Guard Gate Replacement
A N
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DELIVERY LOCATION PLAN - LOCK & DAM 19
SCALE : NO SCALE
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LOCATION OF DELIVERY
LOCK AND DAM 19
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GENERAL NOTES
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12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GENERAL NOTES (CON’T) DIMENSIONAL TOLERANCES
5.
4.
3.
2.
1.
WELDING NOTES
TESTING
FRACTURE CRITICAL MEMBERS
TO STRINGERS
25% OF FILLET WELDS ATTACHING BRIDGE DIAPHRAGMS
6.
5.
4.
3.
2.
1.
11.
10.
9.
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7.
6.
5.
4.
3.
2.
1.
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PAINTING.
CONTRACTING OFFICER REPRESENTATIVE PRIOR TO
BE VISUALLY INSPECTED AND APPROVED BY THE
ALL OTHER WELDS NOT OTHERWISE MENTIONED SHALL
THE FOLLOWING SHALL RECEIVE ULTRASONIC TESTING:
TESTING:
THE FOLLOWING SHALL RECEIVE MAGNETIC PARTICLE
PROCEDURE AND PROCESS.
PROJECT AS POSSIBLE TO ASSURE THE QUALITY OF THE
12.16. THE TESTING SHALL BE DONE AS EARLY IN THE
TESTED IN ACCORDANCE WITH AWS D1.5, SUBSECTION
ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE
REFLECTION WILL RESULT IN REJECTION OF THE PART.
DISCONTINUITY CAUSING A TOTAL LOSS OF BACK
SUPPLEMENTARY REQUIREMENT A (100%) ANY
ACCORDING TO ASTM A435, WITH THE APPLICATION OF
THE LEVELING EYES SHALL BE ULTRASONICALLY TESTED
SITE.
FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB
GOVERNMENT. ALL TESTS SHALL BE PERFORMED IN THE
THE CONTRACTOR AND APPROVED BY THE
NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY
A DOCUMENTATION PROCEDURE FOR ALL
ASSEMBLY.
FOR SITE DELIVERY, ADJACENT TO THE CENTER LIFTING
STRINGER SHALL BE SECURED TO THE BRIDGE GRATING
REMOVED PORTIONS OF THE GRATING AND HORIZONTAL
DIRECTLY ABOVE THE CENTER LIFTING ASSEMBLY. THE
STRINGER (S530-A5) AND GRATING SECTIONS LOCATED
PRIOR TO DELIVERY, EXCLUDING THE REMOVABLE
THE ENTIRE GATE SHALL BE COMPLETELY ASSEMBLED
THE GATE ASSEMBLY.
THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF
RETENSIONING.
ALL BOLTED CONNECTIONS SHALL BE PAINTED AFTER
AND ROTATING THE NUT 1/6TH TURN.
BOLTS SHALL BE RE-TENSIONED BY MATCH MARKING
THREE WEEKS AFTER THE INITIAL BOLT TENSIONING, ALL
REMOVED.
REMAINING EXPOSED NUT SURFACES SHALL BE
TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT
ON THE THREADS AND ONE BEARING FACE. AFTER
ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST
HOLES.
PRETENSIONED CONNECTIONS WITH LONG SLOTTED
CONTINUOUS BAR OF STRUCTURAL GRADE STEEL FOR
WASHERS SHALL BE 5/16 INCH THICK PLATE WASHER OR
AND SHORT SLOTTED HOLES.
PRETENSIONED CONNECTIONS WITH OVERSIZED HOLES
WASHERS SHALL CONFORM TO ASTM F436 FOR
CENTER OF THE PANEL WHERE SHOWN.
WHERE NOT DIMENSIONED, SHALL BE LOCATED IN THE
DIAMETER UNLESS OTHERWISE SHOWN. DRAIN HOLES,
ALL DRAIN HOLES SHALL BE TWO (2) INCHES IN
ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.
ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE
BE SCALED TO OBTAIN FINAL DIMENSIONS.
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT
NOTED IN SPECIFICATIONS.
AND FAYING SURFACES SHALL BE PROTECTED AS
ACCORDANCE WITH THE SPECIFICATIONS. MACHINED
RESISTANT SURFACES SHALL BE PAINTED IN
HANDRAIL, MACHINED SURFACES AND CORROSION
APPURTENANCES, EXCEPT THE BRIDGE GRATING,
ALL FERROUS SURFACES STEEL OF THE GATES AND
IN ACCORDANCE WITH SPECIFICATIONS.
SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL
ACCORDANCE WITH THE SPECIFICATIONS.
MAINTAIN RECORDS OF THE QUALITY CONTROL IN
WITH THE CONTRACT REQUIREMENTS AND SHALL
QUALITY CONTROL SYSTEM TO ASSURE COMPLIANCE
THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A
WELDING.
MACHINING, SHRINKAGE, AND DISTORTIONS DUE TO
DIMENSIONS AND ALLOWANCES MUST BE MADE FOR
DIMENSIONS SHOWN OR CALLED FOR ARE FINAL
BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION.
SPECIFICATION AND THE AMERICAN WELDING SOCIETY,
ACCORDANCE WITH THE REQUIREMENTS OF THE
FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN
THE DIMENSIONAL TOLERANCES OF ALL WELDED
STANDARD B46.1 2009 CODE FOR �SURFACE TEXTURE�.
SURFACE FINISHES SHALL CONFORM TO ANSI
WORK BEING FURNISHED.
CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF
ACCORDANCE WITH THE BEST MODERN PRACTICES TO
WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN
CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS.
UNLESS OTHERWISE SPECIFIED, ALL BOLTED
SHALL BE USED.
SPECIFIED, IMPACT TESTING TEMPERATURE ZONE 2
GRADE 50 �HIGH STRENGTH LOW ALLOY� STEEL IS
DRAWINGS AND SPECIFICATIONS. WHERE ASTM A709,
ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE
NUMBER PLATE AS SHOWN ON SHEET S-201.
THE GUARD GATE SHALL HAVE ITS IDENTIFICATION
BOLTED TO THE TOP TRUSS.
PLATE. FOUR VEHICULAR BRIDGE SEGMENTS ARE
INTERCOSTALS ATTACHED TO A DOWNSTREAM SKIN
GIRDER, TOP TRUSS ASSEMBLY, VERTICAL GIRDERS AND
THE GUARD GATE ASSEMBLY INCLUDES A BOTTOM
SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS.
SHOWN ON THE CONTRACT DRAWINGS AND BID
AND DELIVER A COMPLETE GUARD GATE ASSEMBLY AS
THE CONTRACTOR SHALL FABRICATE ASSEMBLE, PAINT,
25.
24.
23.
22.
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TOP TRUSS DOWNSTREAM GUSSETS
TOP TRUSS DOWNSTREAM CHORD
TOP TRUSS DIAGONALS
END VERTICAL BEAMS
LIFTING PINS AND PLATES
DIMENSIONS ARE MEASURED FROM HOLE CENTERS.
UNLESS OTHERWISE NOTED, ALL APPLICABLE
FOR REQUIREMENTS.
PROVIDED FOR THE GUARD GATE. SEE SPECIFICATIONS
SACRIFICIAL ANODE CATHODIC PROTECTION SHALL BE
AND 3/4 INCH.
DIAGONALS UNDER SELF WEIGHT IS BETWEEN 1/2 INCH
MAXIMUM OUT OF PLANE DEFLECTION OF THE
THE DIAGONALS SHALL BE TENSIONED SUCH THAT THE
SHALL HAVE A BEVELED SLOPE H:V OF 4:1. OR GREATER.
THICKNESSES OR WIDTHS, THE LARGER OF THE PLATES
FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE
E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.
FINISHED SMOOTH PRIOR TO PAINTING.
RECOMMENDATIONS. THE PATCHED HOLES SHALL BE
APPLIED IN ACCORDANCE WITH THE MANUFACTURES
PRIOR TO PAINTING. THIS FILLED MATERIAL SHALL BE
APPROVED MATERIAL THAT IS EQUAL TO �BELZONA 1111�
PASS THROUGH THE GATE SHALL BE FILLED WITH AN
THE DAMMING SURFACE THAT WOULD ALLOW WATER TO
ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN
ACCORDANCE WITH THE LATEST EDITION OF AISC.
INTERSECTION OF WELDS. THEY SHALL BE SIZED IN
WELD ACCESS HOLES SHALL BE USED TO PREVENT THE
LATEST EDITION.
SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5)
WITH THE PROVISIONS OF THE AMERICAN WELDING
SHALL BE THE MINIMUM REQUIRED IN ACCORDANCE
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE
EDITION.**
PENETRATION WELDS ACCORDING TO AWS D1.5 LATEST
APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT
THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT
CONTRACT DRAWINGS SHALL BE CLEARLY SHOWN ON
**ALL SPLICES THAT ARE NOT SHOWN ON THE
D1.5) LATEST EDITION.**
WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS
ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN
COMPLETE JOINT PENETRATION (CJP) WELDS IN
**UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE
EFFECTIVE LENGTH.
CALLED FOR ON THE DRAWINGS SHALL BE THE
BETWEEN SHOP AND FIELD WELDS. LENGTH OF WELD
THE WORKING DRAWINGS SHALL CLEARLY DISTINGUISH
CONTRACTING OFFICER.
AND SHALL BE SUBJECT TO THE APPROVAL OF THE
RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION,
SHALL BE CAREFULLY CONTROLLED TO MINIMIZE
WELDING SEQUENCE AND TECHNIQUE OF WELDING
TECHNIQUES.
TO THE FILLER METAL AND OTHER FEATURES OF THE
WORKING DRAWINGS SHALL BE SPECIFIC WITH REGARD
CONTRACTOR�S SPECIFICATIONS ACCOMPANYING
THE SPECIFICATIONS.
CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH
WELDING INFORMATION SHALL BE SUBMITTED BY THE
SIZE AND TYPE OF WELDS REQUIRED. DETAILED
THE AMERICAN WELDING SOCIETY AND INDICATE ONLY
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY
CODE AND TO THE PROVISIONS OF THE SPECIFICATIONS.
WELDING SOCIETY (AWS D1.5) STRUCTURAL WELDING
WHERE APPLICABLE SHALL CONFORM TO THE AMERICAN
THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE,
A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM
ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING
INCH.8
1TRUE PLANE BY MORE THAN
SKIN PLATE IS TO BE WELDED SHALL NOT VARY FROM A
THE SURFACES OF FRAMING ELEMENTS TO WHICH THE
OF THE END PLATES.
THE DIRECTIONS BOTH NORMAL TO AND IN THE PLANE
BOTTOM WITH NOT MORE THAN 1/8 INCH OUT OF LINE IN
INTERCOSTALS SHALL BE STRAIGHT FROM TOP TO
THE VERTICAL GIRDERS AND HORIZONTAL
DIMENSIONS SHOWN ON THE DRAWINGS.
MORE THAN 1/4 INCH FROM THAT CALCULATED WITH
OF THE VERTICAL GIRDERS AND SHALL NOT VARY BY
DISTANCES SHALL BE MEASURED BETWEEN CORNERS
TO ASSURE SQUARENESS, COMMON DIAGONAL
THE DRAWINGS.
MORE THAN 1/4 INCH FROM THE DIMENSIONS SHOWN ON
THE GATE BETWEEN END PLATES SHALL NOT VARY BY
FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF
INCH.
VARY FROM THE NOMINAL DIMENSION BY MORE THAN 1/8
THE OVERALL HEIGHT OF THE GUARD GATE SHALL NOT
50% OF WELD ON HAUNCHES NOT ALREADY MENTIONED.
REPRESENTATIVE
DIRECTED BY THE CONTRACTING OFFICER
35% OF CJP WELD LENGTH ON THE SKIN PLATE AS
TOP TRUSS
25% OF ALL UPSTREAM COMPONENTS AND POSTS OF
50% OF ALL CJP WELDS ON DIAGONAL GUSSET PLATES.
GIRDER WEBS TO FLANGE.
25% OF CJP WELD LENGTH ATTACHING VERTICAL
VERTICAL INTERCOSTALS
THE VERTICAL GIRDERS AND HORIZONTAL AND
25% OF CJP WELD LENGTH ATTACHING SKIN PLATE TO
ALL WELDS ON FRACTURE CRITICAL MEMBERS
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NOT ALL ABBREVIATIONS MAY
NOTE:
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TEMPERATURETEMP
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UNIFIED FACILITIES CRITERIAUFC
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BTM BOTTOM
BEARINGBRG
BP BASE PLATE
BO BOTTOM OF
BEAMBM
BUILDINGBLDG
BHN BRINNELL HARDNESS
BC BOLT CENTER
BENTB
AMERICAN WELD SOCIETYAWS
AVERAGEAVG
AND MATERIALS
AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
ALTERNATEALT
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AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
ADDITIONALADDL
ANCHOR BOLTAB
DOWELDWL
DRAWINGDWG
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DEAD LOADDL
DIMENSIONDIM
DIAGONALDIAG
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DEMOLISH OR DEMOLITIONDEMO
DOUBLEDBL
DEFORMED ANCHOR STUDDAS
DEPTHD
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EXPANSION OR EXPOSEDEXP
EXISTINGEXIST
EXCAVATEEXC
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EQUIPMENTEQUIP
EQUAL SPACEEQ SPA
EQUALEQ
EDGE OF SLABEOS
EDGE OF DECKEOD
ENCLOSUREENCL
EMBEDDEDEMBED
ELEVATIONEL OR ELEV
EXPANSION JOINTEJ OR EXP JT
EACH FACEEF
EACHEA
EXISTING STRUCTURAL MEMBER(E)
FOOTINGFTG
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FRAMINGFR
FACE OF WALLFOW
FACE OF BUILDINGFOB
FOUNDATIONFND
FLOORFLR
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FLOOR DRAINFD
FRACTURE CRITICAL MEMBERFCM
CONCRETE COMPRESSIVE STRENGTHf’c
GYPSUM BOARDGYP
GENERAL OR GENERATORGEN
GENERAL CONTRACTORGC
GRADE BEAMGB
GALVANIZEDGALV
GAUGEGA
HEIGHT OR HEAT TREATHT
HORIZONTALHORIZ
HEADERHDR
HEADED ANCHOR STUDHDAS
HEADED ANCHOR BOLTHDAB
JOINTJT
JOISTJST
JUNCTION BOXJBOX
KIPS PER SQUARE INCHKSI
LOCATIONLOC
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LONG LEG HORIZONTALLLH
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MISCELLANEOUSMISC
MINIMUMMIN
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MANUFACTURERMFR
MEMBRANEMEMB
MECHANICALMECH
MAXIMUMMAX
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NOMINALNOM
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OUTSIDE DIAMETEROD
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POLYVINYL CHLORIDEPVC
POUNDS PER SQUARE INCHPSI
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PROJECTPROJ
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POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
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REVISION OR REVISEDREV
REQUIREDREQ’D
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REFERENCEREF
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INSULATED CONCRETE FORMSICF
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CONSTRUCTIONCONST
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P R
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C T C
O D
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -1 x x x .d g n
:0
:3
P
M
B E
C D
M A
B
D
A T
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 -1 x x x .d g n
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-104
R J
M L L
A S S
H O
W N
C D
D
K
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
MEASURED LENGTHDIMENSION
WP
WP
R
Q
P(L)
P(I)
O(L)
O(I)
N
M
L
K
J
I
H
G(L)
G(I)
F(L)
F(I)
E(L)
E(I)
D(L)
D(I)
C(L)
C(I)
B(L)
B (I)
A(L)
A(I)
Q R
N
P(L) P(I)
O(I)O(L)
"4 1 – "8
3109’-1 H
J I
"4 1 –"4
1118’- K
E(I)
F(I)
L PINC
G(L)
WP
WP
WP
WP
A(L)
B(L)
C(I)
L M
"4 1109’-8" –
"4 154’-10" –"4
154’-10" –
WP
WP
WP
WP
"4 1 –"4
355’-7 "4 1 –"4
355’-7
TOP GATE
UPSTREAM ELEVATION
TOP BRIDGE GRATING
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
"4 1114’-5" –
"4
114"-5"
D(I)
"4
" –2
116’-9 "4
1" –2 1116’-9
C O
N T
R O
L D
IM
E N
S
IO
N S
/0
/1
W E
K -1
-R -0
SOLICITATION
NOTE:
CL
A1
CONTROL DIMENSIONS
DWG REF(s) :
C L C L
C TRUSSL
"8 7110’-11
"8
110’-11
WP (OUTSIDE CORNER OF STRINGER, TYP)
WP (OUTSIDE CORNER OF STRINGER, TYP)
1. "I" DISIGNATES LEFT SIDE OF GATE "L"
DESIGNATES RIGHT SIDE OF GATE. ALL
DIMENSIONS LABELED IN TABLE MUST BE
MEASURED.
2. ALL DIAGONAL DIMENSIONS SHOWN MEASURE TO
WORKING POINTS LOCATED EITHER AT EXTREME
CORNERS OR OUTSIDE CENTERLINE FACES
SHOWN. ALL OTHER DIMENSIONS MEASURE TO
OUTER MOST FACES OR CENTERLINES OF MEMBER
SHOWN.
F L
O
WLEFT SIDE (L) RIGHT SIDE (I)
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 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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -1 x x x .d g n
:5
:2
P
M
B E
C D
M A
B
D
A T
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 -1 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-130
R J
M L L
A S S
H O
W N
K W
K
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
G U
A R
D G
A T
E B
R
ID
G E P
L
"2 1111’-3
109’-8"
27’-10"27’-0"27’-0"27’-10"
DOWNSTREAM
L A
N D
W A
L L
IN
T
E R
M E
D
IA
T E W
A L L
S-330
A1
S-332
C1
S-131
C1
S-230
C1
S-230
A1 S-132
A1 S-131
A1
"4 31’-7
PLAN - BRIDGE
GENERAL SHEET NOTES
"4
31’-7 12 GUARD GATE TRUSS SUPPORTS @ 9’-0" O.C. = 108’-0"
RAMPED BRIDGE SEGMENTRAMPED BRIDGE SEGMENT FLAT BRIDGE SEGMENT FLAT BRIDGE SEGMENT
SEE SHEET S-133 FOR GRATING PLAN.2.
GRATING AND HIDDEN LINES NOT SHOWN FOR CLARITY. 1.
S-536
C1
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
/0
/1
W E
K -1
-R -0
SOLICITATION
S-531-A4
S-531-C2
S-531-A2
S-532-A5
S-532-C4
S-532-A3
S-532-A1
S-532-A2
S-531-A5
S-532-A5
S-532-C4
S-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2
S-531-A2
S-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2 S-532-A3
S-533-A2
S-532-A2
S-533-A1
S-531-A4
S-531-A4
S-535-A3
S-535-A3
S-535-A3
S-535-A3
S-531-C2S-531-C2
S-531-C2
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -1 x x x .d g n
:4
:3
P
M
B E
C D
M A
B
D
A T
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 -1 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-131
R J
M L L
A S S
H O
W N
K W
K
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
S-331
A1
S-331
A3
GENERAL SHEET NOTES
S-331
A1
S-331
A3
3 SPACES @ 9’-0" = 27’-0"
3 SPACES @ 9’-0" = 27’-0"
C1
PLAN - BRIDGE (I-WALL RAMPED SEGMENT)
DWG REF(s) : S-130
A1
PLAN - BRIDGE (LANDWALL RAMPED SEGMENT)
DWG REF(s) : S-130
"8 11’-6
"8 11’-6
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
C L
C L C L
C L
OPPOSIDE HAND OF SECTIONS S-331-A1 AND S-331-A3.
SECTIONS IDENTIFIED ON I-WALL RAMPED SEGMENT ARE 2.
GRATING AND HIDDEN LINES NOT SHOWN FOR CLARITY. 1.
G U
A R
D G
A T
E B
R
ID
G E
E N
D S
P A
N S P
L A
N
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-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2
S-531-C2
S-531-A2
S-531-C2S-531-A3
S-530-A3
S-531-A3
S-530-A4
S-530-A1
S-531-A1S-530-A5
S-531-A3
S-530-A3
S-531-A3
S-530-A4
S-530-A1
S-530-A2
S-531-C2
S-531-A2
S-531-C2
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -1 x x x .d g n
:4
:0
P
M
B E
C D
M A
B
D
A T
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 -1 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-132
R J
M L L
A S S
H O
W N
K W
K
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
S-331
C1
GENERAL SHEET NOTES
6 SPACES @ 9’-0" = 54’-0"
A1
PLAN - BRIDGE (FLAT CENTER SEGMENTS)
DWG REF(s) : S-130
GRATING AND HIDDEN LINES NOT SHOWN FOR CLARITY. 1.
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
S-536
C1
G U
A R
D G
A T
E B
R
ID
G E
C E
N T
E R S
P A
N S P
L A
N
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 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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -1 x x x .d g n
:5
:0
P
M
B E
C D
M A
B
D
A T
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 -1 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-133
R J
M L L
A S S
H O
W N
K W
K
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
DOWNSTREAM
L A
N D
W A
L L
IN
T
E R
M E
D
IA
T E W
A L L
GENERAL SHEET NOTES
N
UPSTREAM
PLAN - BRIDGE - GRATING
1", TYP
" GRATING SPACING, TYP4
12’-0
", TYP4
T
Y P
"2 127’-9
1"
26’-11"
1"
26’-11"
1"
"2 127’-9
"2 128-6 "2
128’- 6
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
G R
A T
IN
G W
ID
T
H
1.
2.
3.
4.
5.
6.
7.
/0
/1
W E
K -1
-R -0
SOLICITATION
4"
8.
G U
A R
D G
A T
E B
R
ID
G E
G R
A T
IN
G P
L A
N
SHOWN FOR REFERENCE.
ACROSS THE BRIDGE WIDTH. DO NOT USE BAR ORIENTATION
GRATING SHALL BE ORIENTED SO THAT STRONG AXIS SPANS
GRATING DEPTH SHALL MEASURE 5".
FASTENERS.
BRIDGE STRINGERS WITH MANUFACTURER RECOMMENDED
50 PSF. GRATING SHALL BE REGULARLY ATTACHED TO
LOAD RATING AT 5’-0" UNBRACED LENGTH, WEIGHING UNDER
GRATING SHALL MEET AASHTO REQUIREMENTS FOR HK-93
TOP, AND BANDED AROUND THE PERIMETER.
GRATING MEMBERS SHALL BE GALVANIZED, SERRATED ON
TOP OF GRATING HEIGHT.
MATCH TOP OF ADJACENT GRATING. SEE SHEET S-104 FOR
GRATING PORTIONS SHALL BE GROUND HORIZONTAL TO
". THESE 4
1"x1’-44
3RAMPED BRIDGE SEGMENTS, MEASURING 8
GRATING SHALL BE PLACED AT EACH DOWNSTREAM END OF
PORTIONS AWAY FROM THE BRIDGE CENTERLINE AND ENDS.
BRIDGE SEGMENT AS REQUIRED, AND LOCATE SHORTENED
BRIDGE SEGMENT. SHORTEN 1 GRATING MEMBER PER
GRATING PORTIONS SHALL BE SPACED EVENLY ALONG EACH
STRINGERS AT ENDS OF BRIDGE.
GRATING SHALL BE PLACED FLUSH WITH END FACES OF
PORTIONS AND 1" TOTAL GAP BETWEEN BRIDGE SEGMENTS.
" TOTAL GAP BETWEEN 4
1GRATING SHALL BE SPACED WITH
9’-11" EA.
GRATING SHALL BE PLACED IN PORTIONS MEASURING 2’ x
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
E
M19LVG-EMERG
M19LVG-EMERG
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -2 x x x .d g n
:0
:5
P
M
B E
C D
M A
B
D
A T
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 -2 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-201
R J
M L L
A S S
H O
W N
K W
K
K A
A
0 4’ 8’SCALE : 3/16"=1’-0" 12’
G U
A R
D G
A T
E D
O W
N S
T R
E A
M
E L E
V A
T
IO
N
S-203
A1 A-202
A1
L TOP TRUSSC
L BOTTOM GIRDERC
116’-10"
12 SPACES @ 9’-0" O.C. = 108’-0"
A1
DOWNSTREAM ELEVATION
DWG REF(s) :
GENERAL SHEET NOTES
"8 17 "8
"x2’-0’x6"4
1PL
TYP
T Y
P
"2
TYP
"2
L PLATEC
BRIDGE AND HIDDEN LINES NOT SHOWN FOR CLARITY. 1.
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
"16 34’-3
DISTANCE
" EDGE 2
1WITH 1
" DIA. A307 BOLTS 2
/0
/1
W E
K -1
-R -0
SOLICITATION
" WELD BEAD.8
1LETTERS WITH
LETTERS AS SHOWN. WRAP WELD
" WIDE 4
1" THICK BY 4
1WELD ON
IDENTIFICATION PLATE
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
E
S-510-A5 S-510-A5 S-510-A5 S-510-A5 S-510-A5 S-510-A5 S-510-A5
S-520-C1S-520-C1S-520-C1S-520-C1S-520-C1S-520-C1
S-520-A1 S-520-A1 S-520-A1 S-520-A1 S-520-A1 S-520-A1
S-510-C3
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -2 x x x .d g n
:0
:4
P
M
B E
C D
M A
B
D
A T
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 -2 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-202
R J
M L L
A S S
H O
W N
K W
K
K A
A
G U
A R
D G
A T
E D
O W
N S
T R
E A
M
S-302
A3 S-301
A1 S-301
A3 S-305
A1 S-302
A1 S-303
A1
S-304
C1
S-304
A1
S-305
A2
S-305
C2
GENERAL SHEET NOTES
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
GATE CENTERLINE, AND ARE IDENTIFIED ON SHET S-203.
ALL UNIDENTIFIED GATE COMPONENTS ARE SYM ABOUT
BRIDGE AND HIDDEN LINES NOT SHOWN FOR CLARITY.
2.
1.
/0
/1
W E
K -1
-R -0
SOLICITATION
SURFACES OF VERTICAL GIRDER.
PLATES SHALL BE FLUSH WITH DS
ALL DS SURFACES OF SKIN
R
IG
H T E
L E
V A
T
IO
N
A1
DS ELEVATION - RIGHT SIDE
DWG REF(s) : S-201
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
E
S-512-A1
S-519-B1
S-519-A1
S-510-A4
S-520-A3
S-520-A2S-521-A1
S-521-A2
S-521-A3
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -2 x x x .d g n
:0
:1
P
M
B E
C D
M A
B
D
A T
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 -2 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-203
R J
M L L
A S S
H O
W N
K W
K
K A
A
G U
A R
D G
A T
E D
O W
N S
T R
E A
M
CL GATE
S-516
A1
9’-0"9’-0"9’-0"9’-0"9’-0"9’-0"
L BOTTOM
GIRDER
C
L TOP
TRUSS
C
WITH SPECIFICATIONS
IN ACCORDANCE
SPLICE SEAL
2’-8"
L OPERATING
PIN
C
GENERAL SHEET NOTES
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
3.
2.
1.
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
GATE CENTERLINE, AND ARE IDENTIFIED ON SHT S-202.
ALL UNIDENTIFIED GATE COMPONENTS ARE SYM ABOUT
CENTERLINE.
ALL GATE DIMENSIONS SHOWN ARE SYM ABOUT GATE
BRIDGE AND HIDDEN LINES NOT SHOWN FOR CLARITY.
/0
/1
W E
K -1
-R -0
SOLICITATION
CL
L C
L CL CL CL CL CL CL C
CL UPPER
LIFTING PIN
WITH LOWER
LINK BARS IN
VERTICAL
POSITION
A1
DS ELEVATION - LEFT SIDE
DWG REF(s) : S-201
L E
F T E
L E
V A
T
IO
S-532-A1 S-530-A3 S-530-A3
S-534-A4
S-533-A2
S-534-C2
S-535-C1
S-531-A5
S-534-A1
S-530-A4S-530-A4
S-533-A1
S-535-A2S-534-C4
S-534-A4
S-534-C2
S-534-A1
S-535-C4
S-534-A4
S-534-A4
S-534-C4
S-534-C4
S-535-C1 S-535-A1
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
E
0 2’ 4’ 8’SCALE : 1/4"=1’-0"C1
UPSTREAM ELEVATION
0 2’ 4’ 8’SCALE : 1/4"=1’-0"A1
DOWNSTREAM ELEVATION
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -2 x x x .d g n
:0
:5
P
M
B E
C D
M A
B
D
A T
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 -2 x x x .d g n
K A
A
K W
M L L
F
J
L E
V A
T
IO
N
G U
A R
D G
A T
E B
R
ID
G
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-230
NOTE:
AND STRINGER POST SPACING.
SEE UPSTREAM ELEVATION FOR HANDRAIL
L SUPPORTCL SUPPORTC
L SUPPORTC
6’-0" TYP6’-0" TYP6’-0" TYP6’-0" TYP
A1 S-536
L POSTC L POSTC
L POSTC
L GATEC
LABOUT GATE C
POST SPACING SYM
HANDRAIL AND
A2 S-536
S-332
A1
DWG REF(s) : S-130
DWG REF(s) : S-130
"2 11’-5"4
31’-4
1’-4"
6’-0" TYP
6’-0" TYP
6’-0" TYP
6’-0" TYP
1’-4"
12 GATE SUPPORT SPACINGS @ 9’-0" = 108’-0" TYP
"4 31’-7
9’-0" TYP 9’-0" TYP 9’-0" TYP 27’-0" TYP
1’-0"
"2 12’-3
"4 31’-7
DETAILS
SHEET S-536 FOR HANDRAIL
ADJUSTABLE TOP RAIL. SEE
FOLDABLE HANDRAIL WITH
S-536
C2
S-536
A4
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
2.
1.
GATE CENTERLINE.
ALL GATE DIMENSIONS SHOWN ARE SYMMETRICAL ABOUT
HIDDEN LINES NOT SHOWN FOR CLARITY.
GENERAL SHEET NOTES
/0
/1
W E
K -1
-R -0
SOLICITATION
S-511-C3
S-511-A1
S-511-A3
S-508-C4
S-515-A1
S-511-A4
S-511-A5
S-511-C4
S-511-A1
S-511-A2
S-511-C2
S-510-A2
S-511-C5
S-511-C5
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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:0
:5
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-301
R J
M L L
A S S
H O
W N
K W
K
K A
A
G U
A R
D G
A T
E S
E C
T
IO
N S
0 1’ 2’ 4’SCALE : 1/2"=1’-0"0 1’ 2’ 4’SCALE : 1/2"=1’-0"
CL BOTTOM
GIRDER
CL TOP TRUSS
US CHORD
US FACE
5/16
1"
CL DS CHORDCL LIFTING
PIN
"2
A3
SECTION - CENTER VERTICAL GIRDER
DWG REF(s) : S-202
CL
CL
CL "16
113’-11
A1
SECTION - TYP VERTICAL GIRDER WITH DIAGONAL CONNECTION
DWG REF(s) : S-202
CL
SKIN PLATE
DS FACE
CL BRIDGE
SUPPORT
CL BRIDGE
SUPPORT
CL BRIDGE
SUPPORT
CL BRIDGE
SUPPORT
3’-0"
"4 11’-
DS FACE
SKIN PLATE"16
11’-5’-0" "16 32’-6"16
32’-6"8 32’-7
4" "2 12"8
31’-9
"16 133’-4
.8
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
/0
/1
W E
K -1
-R -0
SOLICITATION
6"
CL HORIZONTAL
INTERCOSTAL
CL HORIZONTAL
INTERCOSTAL
HIDDEN
INTERFERENCE OCCURS
AVOID FILLET WELD IF
GRIND GRATING TO
V E
R T
IC
A L G
IR
D E
S-508-C3
S-510-C4
S-522-C4
S-511-A3
S-508-C1
S-522-C3
S-509-A4
S-509-A4
S-509-A4
S-511-C1
S-507-C5
S-507-A5 S-507-A5
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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:0
:2
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-302
R J
M L L
A S S
H O
W N
C D
D
K A
A
G U
A R
D G
A T
E S
E C
T
IO
N
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
CL STIFFENER
CL STIFFENER
CL STIFFENER
CL TOP TRUSS
CL BOTTOM
GIRDER
A3
SECTION - END VERTICAL GIRDER
DWG REF(s) : S-202
A1
SECTION - TYP VERTICAL GIRDER
DWG REF(s) : S-202
6 1
8"
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
5/16
2’ -1
2’ -5
T Y P
T Y
P LC
LC
/0
/1
W E
K -1
-R -0
SOLICITATION
C L
V E
R T
IC
A L G
IR
D E
R S
S-508-C2
S-508-C2
S-510-A4
S-510-A4
S-508-C2
S-508-C2
S-512-A1
S-508-C1
S-512-A1
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:1
:2
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-304
R J
M L L
A S S
H O
W N
C D
D
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
"4
"2
"4 31’-11
9"
CL GATE
CL GATE
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
CLCL
CL
24 SPACES @ 2’-3" = 54’-0"
DOWNSTREAM
UPSTREAM
C1
BOTTOM VIEW - LEFT SIDE
DWG REF(s) : S-202
A1
SECTION - VERTICAL INTERCOSTALS
DWG REF(s) : S-202
24 VERTICAL INTERCOSTAL SPACES @ 2’-3" O.C. = 54’-0"
H O
R
IZ
O N
T A
L S
E C
T
IO
N S
G U
A R
D G
A T
E
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-520-A4
S-520-A5
S-521-A1
S-520-A2
S-521-A3
S-520-A3
S-521-A2
S-519-A1
S-519-B1
S-519-D1
S-508-A1
S-518-A1
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:1
:3
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-305
R J
M L L
A S S
H O
W N
C D
D
K A
A
G U
A R
D G
A T
E S
E C
T
IO
N S
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
"4 11’- "4
11’-
"16 1511 "16
91’-
CL PIN
CL PIN
CL STIFFENER
CL TOP TRUSS
0 3" 6" 9" 12"SCALE : 3"=1’-0"
A2
SECTION - SEAL SIDE
DWG REF(s) : S-202
C2
SECTION - BOTTOM SEAL
DWG REF(s) : S-202
A1
SECTION - END VERTICAL BEAM
DWG REF(s) : S-202
DOWNSTREAM
"4 11’- "4
11’-
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
DETAILS
SEE SHT S-518 FOR
TAPPED KEEPER PLATE.
BOLTS & WASHERS FOR
THREADED ASTM A325
" X 3" COMPLETELY 4
3USE
S-521-A2, AND S-519-A1
OF S-521-A3 TO S-521-A1,
SEAL WELD TOP SURFACE
/0
/1
W E
K -1
-R -0
SOLICITATION
WASHERS (NOT SHOWN) (72 EA)
COUNTERSUNK BOLTS, NUTS &
" ASTM A193 GR B72
1" X 44
3WITH
ATTACH SIDE SEAL & PLATES
(152 TOTAL)
(NOT SHOWN)
NUTS & WASHERS
COUNTERSUNK BOLTS,
" X 3" ASTM A193 GR B74
AND PLATES WITH
ATTACH BOTTOM SEAL
SHOWN)
TRANSITION (NOT
SMOOTH WELD
BEVEL S-519-A1 FOR
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-530-A1
S-531-A4
S-530-A1
S-531-C2
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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:1
:5
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-330
U
A R
D G
A T
E B
R
ID
G E S
E C
T
IO
N S
F R J
M L L
A S S
H O
W N
K W
K
K A
A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
CL BRIDGE
T
Y P
GENERAL SHEET NOTES
A1
SECTION - DIAPHRAGM SPACING
DWG REF(s) : S-130
"2
12’-7 "2
110’-7 "2 112’-7
"2
12’-7
"4 33’-2"4
33’-2"2 112’-7 "2
110’-7
"2 112’-7
"2 112’-7
FROM CENTERLINES OF DIAPHRAGM FLANGES.
TYPICAL FOR ALL DIAPHRAGMS. DIMENSIONS MEASURED
DIAPHRAGM SPACING SYM ABOUT BRIDGE CENTER LINE AND
GRATING AND HIDDEN LINES NOT SHOWN FOR CLARITY
2.
1.
G U
A R
D G
A T
E R
E P
L A
C E
M E
"16 71’-1
"16
1’-1
"16
1’-1
/0
/1
W E
K -1
-R -0
SOLICITATION
D
IA
P H
R A
G M S
P A
C
IN
S-533-C3 S-533-C3
S-535-A1
S-535-A1
S-535-A1
S-535-A1
S-535-A3
S-535-A1 S-535-A1
S-535-A3
S-535-A1S-535-A1
S-534-A5
S-535-A3
S-534-C5
S-534-A1
S-534-C1S-534-A2
S-534-C2
S-535-C4
S-535-A4
S-532-A4
S-531-A3
S-532-A2
S-531-A3
S-531-C2S-531-C2 S-531-A2
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
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -3 x x x .d g n
:1
:2
P
M
B E
C D
M A
B
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
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IV
E R B
A S
IN
S-331
U
A R
D G
A T
E B
R
ID
G E S
E C
T
IO
N S
F R J
M L L
A S S
H O
W N
K W
K
K A
A
2’1’0SCALE : 1"=1’-0"2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"C1
SECTION
DWG REF(s) : S-132
A1
SECTION
DWG REF(s) : S-131
A3
SECTION
DWG REF(s) : S-131
3" CHAMFER, TYP
T
Y P
1 ", T
Y P
2’-6"5’-0"2’-6"
BRIDGE ENDS.
FLUSH WITH GRATING HEIGHT AT
GRATING PORTIONS AT DS END TO BE
GRIND TOP SURFACE OF EXTENDED
NOTES:
"8 310’-4
NOTE:
3.
2.
1.
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
CONFIGURATION SHOWN.
FACING I-WALL, USE SAME DIAGONAL
SEGMENT. FOR RAMPED BRIDGE SEGMENT
SECTION SHOWN IS LANDWALL RAMPED
ANCHOR NOTES.
ANCHOR BOLTS. SEE SHT S-530 FOR
GATE BRIDGE SUPPORTS WITH ASTM A325
ATTACH BRIDGE SEGMENTS TO GUARD
GRATING NOT SHOWN FOR CLARITY
NOTE:
SEGMENT.
SECTION SHOWN IS LANDWALL RAMPED
LC LC
/0
/1
W E
K -1
-R -0
SOLICITATION
TYP
TYP
TYP
TOP OF GRATING
(GROUND)
C L
CL CL
C L
2.
1.
REQUIREMENTS.
SEE SHT S-533-C3 FOR FLATNESS
S-530 FOR ANCHOR NOTES.
A325 ANCHOR BOLTS. SEE SHEET
GATE BRIDGE SUPPORTS WITH ASTM
ATTACH BRIDGE SEGMENTS TO GUARD
HANDRAIL HANDRAIL
STRINGER STRINGER
"16
1’-
"8
S O
L
IC
IT
A T
IO
N N
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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
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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
E
S-533-C3S-533-C3 S-533-C3S-533-C3 S-533-C3S-533-C3 S-533-C3S-533-C3
S-533-A3 S-533-A3
S-533-A4
S-533-C4 S-533-A4 S-533-C4S-533-C4
S-533-C3S-533-C3 S-533-C3S-533-C3 S-533-C3S-533-C3 S-533-C3S-533-C3
S-533-A3 S-533-A3
S-533-A4
S-533-C4 S-533-A4 S-533-C4S-533-C4
S-533-A1
S-530-A2 S-530-A5 S-531-A1
S-533-C4
S-533-C4
S-534-A2 S-531-A4
S-534-A4
S-534-C4
S-534-C4
S-534-C1
S-534-A4
S-531-C2
S-531-C2
S-531-C2
S-531-A2
A N
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
:3
:4
A
M
B E
C D
M L L
D
A T
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 -3 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-332
R J
M L L
A S S
H O
W N
K W
K
K A
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
0 2’ 4’ 8’SCALE : 1/4"=1’-0"C1
SECTION
SECTION
DWG REF(s) : S-130
DWG REF(s) : S-230
NOTES:
OF LIFTING EYES.
SEGMENT FOR ATTACHMENT
REMOVABLE STRINGER
NOTE:
FOR REFERENCE.
INSTALLATION OF GATE LIFTING ASSEMBLY. SEE SHEET S-102
S-530-A5 AND SUPPORTED GRATING SHALL BE REMOVED FOR
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
S-533-C3 FOR TAB CONNECTION NOTE.
HOLES MATCH PARALLEL WITH HOLES IN STRINGERS. SEE
LOCATE MARKS SHOWN SO THAT SLOTTED AND/OR ROUND2.
NOT SHOWN FOR CLARITY.
GRATING, GRATING SUPPORT, AND HANDRAILS, 1.
/0
/1
W E
K -1
-R -0
SOLICITATION
G U
A R
D G
A T
E B
R
ID
G E S
E C
T
IO
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:1
:3
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-501
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K A
A
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"8
"4
"8 72’-2
R
TYP
GENERAL NOTES
R
R
"4
R
"8
"8
’-1
QTY: 10
MAT: ASTM A709, GR50
2" Ø DRAIN HOLE
A1
S-501-A1 - US CHORD GUSSET
DWG REF(s) : S-102
"4
3PL
4’-0"
11"
1"
36.87°
.1
"16
90°
° 90°
2.
1.
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
CL
C L
C L
A5
ISOMETRIC
CL
SIDE WITH THE SMALLER RADIUS.
ALL RADIAL LENGTHS ARE MEASURED FROM THE PLATE FACE
FLANGES AND WEBS OF CONNECTING ELEMENTS.
AND WEB FOR SMOOTH TRANSITIONS THAT ARE FLUSH WITH
BEVEL WIDTHS AND THICKNESSES ON ALL FLANGE PLATES
"8
8"
1’-9"
"16 137 "16
"8
"8
"8
IN
T
E R
M E
D
IA
T E J
O
IN
T
C O
M P
R E
S S
IO
N C
H O
R D
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-524-A3
S-524-C2
S-524-C3
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:5
:4
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-502
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K A
A
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
GENERAL NOTES
"8
"2
R
TYP
7"
R
R
2" Ø DRAIN HOLE
QTY: 2
MAT: ASTM A709, GR50
"8 13’-4
1"
"8 72’-2
36.87°
.1
’-1
90°
° 90°
"4
3PL
2.
1.
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
A5
ISOMETRIC
DWG REF(s) :
CL
CL
C L
C L
C L
SIDE WITH THE SMALLER RADIUS.
ALL RADIAL LENGTHS ARE MEASURED FROM THE PLATE FACE
FLANGES AND WEBS OF CONNECTING ELEMENTS.
AND WEB FOR SMOOTH TRANSITIONS THAT ARE FLUSH WITH
BEVEL WIDTHS AND THICKNESSES ON ALL FLANGE PLATES
E N
D J
O
IN
T
C O
M P
R E
S S
IO
N C
H O
R D
"8
11" "8
"2
"16
A1
S-502-A1 - US CHORD END GUSSET
DWG REF(s) : S-102
"16
"16
"8 51’-4"16
CL
CL
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:1
:3
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-503
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K A
A
0 3" 6" 9" 12"SCALE : 3"=1’-0"
GENERAL NOTES
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"8 12’-5
"8
"2
R
TY
P
"8
"8
11 "
3.
2.
1.
90°
° 90°
"8
"4
"8
"4
"8
R
"4
R
"4
3PL
QTY: 1
MAT: ASTM A709, GR50
A1
S-503-A1 - US CHORD CENTER GUSSET
DWG REF(s) : S-102
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
A5
ISOMETRIC
DWG REF(s) :
"8
CL
CENTERLINE OF ASSEMBLY SHOWN.
ALL DIMENSIONS ARE SYMMETRICAL ABOUT
SIDE WITH THE SMALLER RADIUS.
ALL RADIAL LENGTHS ARE MEASURED FROM THE PLATE FACE
FLANGES AND WEBS OF CONNECTING ELEMENTS.
AND WEB FOR SMOOTH TRANSITIONS THAT ARE FLUSH WITH
BEVEL WIDTHS AND THICKNESSES ON ALL FLANGE PLATES
"8 51’-3
"8
M
ID
D L E J
O
IN
T
C O
M P
R E
S S
IO
N C
H O
R D
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-507-C5
S-521-A4
S-521-A4
S-507-A5
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:1
:5
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-504
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K A
A
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
GENERAL NOTES
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
T Y
PR
S
P A
C E
S
O .C
"8
R 7
R
R
R
"16
"4
0 "
"16
7" R
7"R
T Y P
1’ -2
"2 11’-5"
1’-5
"2
’-3
"16 73 "16
2’-0" "2 11’-1
2" Ø DRAIN HOLE, TYP
1’-9"1’-9""16 158 "16
"16 32 "16
"4
.18
° 18.36°
73.73°
.1
° 5
.1
4.
3.
2.
1.
90°
90°
90°
’-9
"8 71’-
QTY: 1
MAT: ASTM A709, GR50
A1
S-504-A1 - DS CHORD CENTER GUSSET
DWG REF(s) : S-102
"4
3PL
" Ø BOLTS,TYP4
3FOR
" Ø HOLES 16
13DRILL
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
A5
ISOMETRIC
DWG REF(s) :
CL
C L
CL
C
LCL
"8 31’-
"16 151’-2
9" "2 11’-29" "8
71’-"2 11’-2
"8 74’-11
10 "8
M
ID
D L E J
O
IN
T
T E
N S
IO
N C
H O
R D
LOCATE S-521-A4 AND S-507-C5 AT LOCATIONS AS SHOWN.
ASSEMBLY SHOWN.
ALL DIMENSIONS ARE SYMMETRICAL ABOUT CENTERLINE OF
SIDE WITH THE SMALLER RADIUS.
ALL RADIAL LENGTHS ARE MEASURED FROM THE PLATE FACE
FLANGES AND WEBS OF CONNECTING ELEMENTS.
PLATES FOR SMOOTH TRANSITIONS THAT ARE FLUSH WITH
BEVEL WIDTHS AND THICKNESSES ON ALL FLANGE AND WEB
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-507-C5
S-521-A4
S-507-A5
A N
S I
D c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:2
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ S-505
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K A
A
9"
"8
"16
2’-0"
"16 73 6"
R
0"
Y P
GENERAL NOTES
"8
1’-2 T Y P
11"
GENERAL NOTES
3.
2.
1.
2" Ø DRAIN HOLE, TYP
QTY: 10
MAT: ASTM A709, GR50
A1
S-505-A1 - DS CHORD GUSSET
DWG REF(s) : S-102
"4
3PL
7" R
1’-5
1"
"8
"4
"16
"8
.1
.18
18.69
7"
R
90°
R
"2 11’-1
"16 18"16
32 "16
"8 31’-
90°
90°
/0
/1
W E
K -1
-R -0
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
SOLICITATION
CL
CL
CL
CL
A5
ISOMETRIC
B
O L T H
O L E
S
O .C
9""8 11’-2 "8
71’-
3’-9"
SHALL REMAIN IN SAME POSITION FOR BOTH SIDES OF GATE.
OF GATE OPPOSITE HAND. BEARING PLATE HOLES SHOWN
ASSEMBLY SHOWN IS FOR RIGHT SIDE OF GATE. LEFT SIDE
SIDE WITH THE SMALLER RADIUS.
ALL RADIAL LENGTHS ARE MEASURED FROM THE PLATE FACE
FLANGES AND WEBS OF CONNECTING ELEMENTS.
PLATES FOR SMOOTH TRANSITIONS THAT ARE FLUSH WITH
BEVEL WIDTHS AND THICKNESSES ON ALL FLANGE AND WEB
IN
T
E R
M E
D
IA
T E J
O
IN
T
T E
N S
IO
N C
H O
R D
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:4
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-507
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K
2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"16 56 "16
"16 12’-7
"2 11’-10
"16 12 "16
"16 91’-10
1"1"
" 2 1R 1
" 2 1R " 2
1R
" 2 1R 1
" TYP2
1R 1
"16 12’-71"
" TYP2
1R 1"2
1R 1
" 2 1R 1
"2 1R 1
W24x103
6"6" "2 11’-
HOLE, TYP
2" Ø DRAIN
QTY: 10
MAT: ASTM A709, GR50
QTY: 12
MAT: ASTM A709, GR50
W12x136
QTY: 12
MAT: ASTM A709, GR50
QTY: 2
MAT: ASTM A709, GR50
98.94°
.0
HOLE, TYP
2" Ø DRAIN
W14x176
W12x136
QTY: 1
MAT: ASTM A709, GR50
" 8 1R 1
QTY: 12
MAT: ASTM A709, GR50
QTY: 13
MAT: ASTM A709, GR50
QTY: 11
MAT: ASTM A709, GR50
A5 S-507-A5
DWG REF(s) : S-103
5" 5"
5""4
3PL 6
A3
S-507-A3 - MIDDLE POST
DWG REF(s) : S-103
C2
S-507-C2 - POST
DWG REF(s) : S-103
C1
S-507-C1 - DS CHORD BEAM
DWG REF(s) : S-102
A4
S-507-A4 - TRUSS DIAG.
DWG REF(s) : S-103
W12x45
WT6x25
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
C5 S-507-C5
DWG REF(s) : S-302, S-504, S-505
"8 5P L
/0
/1
W E
K -1
-R -0
SOLICITATION
CL
", T Y P
R
"2
1"
A1
S-507-A1 - US CHORD
DWG REF(s) : S-102
A2
S-507-A2 - DS CORD
DWG REF(s) : S-102
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:4
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-508
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K
0 2’ 4’ 8’SCALE : 1/4"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"
5"
"16 72"16
" TYP2
1R 1
" TYP2
1R 1
5"
" TYP2
1R 1"4
"4 37 "16
"16
" TYP2
1R 1
5"
1’-6"
2’-6" 2’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"3’-6"5’-6"
1’-6"
5"
"16 91’-4
"16 71’-6
"16 91’-4
"16 71’-
12 SPACES @ 9’-0" = 108’-0"
12 SPACES @ 9’-0" = 108’-0"
"16 71’-
"16 91’-4
"16 71’-6
"16 91’-4
113’-4"
" TYP2
1R 1
"2
"16 11’-9
153.
7°
QTY: 1
MAT: ASTM A709, GR50
W33x130
QTY: 8
MAT: ASTM A709, GR50
QTY: 6
MAT: ASTM A709, GR50
QTY: 7
MAT: ASTM A709, GR50
"2
1PL
"2
1PL
"2
1PL "2
1PL
C4 S-508-C4
DWG REF(s) : S-301
C3 S-508-C3
DWG REF(s) : S-302
C2
S-508-C2 - END STIFFENER
DWG REF(s) : S-304
C1
S-508-C1 - BOT. STIFFENER
DWG REF(s) : S-304
A1
S-508-A1 - BOTTOM GIRDER
DWG REF(s) : S-205
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
BOLTS, NUTS, AND WASHERS, TYP.
ASTM A325 COUNTERSUNK 4
" °Ø AND 4
3" Ø HOLES FOR 16
13DRILL
/0
/1
W E
K -1
-R -0
SOLICITATION
QTY: 46
MAT: ASTM A709, GR50
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:2
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-509
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ 0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 2’1’0SCALE : 1"=1’-0"
6"
45°
"4 31’- 6""8
R 1"
R 1T
Y P
9"
"2 1 "2
TYP
"2 1R 1
"8 58"8
TYP
"2 1R 1
QTY: 6
MAT: ASTM A709, GR50
QTY: 7
MAT: ASTM A709, GR50
QTY: 6
MAT: ASTM A709, GR50
QTY: 36
MAT: ASTM A709, GR50
QTY: 36
MAT: ASTM A709, GR50
W24x131
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
6"
"2 13 "2
TYP
"2 1R 1
TYP
"2 1R 1
W24x131
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
"2 11’-2"2
"2
1PL
"8
5PL
"8
5PL
A1
S-509-A1 - VERTICAL GIRDER
DWG REF(s) : S-205
A2
S-509-A2 - DIAG. CONN. VERTICAL GIRDER
DWG REF(s) : S-205
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
(598 EA)
NUTS, AND WASHERS
COUNTERSUNK BOLTS,
ASTM A449 4
1 Ø X 24
Ø HOLES FOR 16
13DRILL
"16
"16
6"
"2 1R 1
"2 1R 1
/0
/1
W E
K -1
-R -0
SOLICITATION
A4
S-509-A4 - END HORIZONTAL STIFFENER
DWG REF(s) : S-205, S-302
BOTTOM VERTICAL INTERCOSTAL
INTERIOR VERTICAL INTERCOSTAL
B4 S-509-B4
DWG REF(s) : S-206
B5 S-509-B5
DWG REF(s) : S-206
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:5
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-510
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
"4 1 "4
"4 1 "4
5"
"2
"8 71’-"8
11"
10"
"8 111"16
7 "16
R
"8 11’-2"2
"8 15 "8
71’- "8
10"
2"
2"
S
P A
C E
S
O .C
S
P A
C E
S
O .C
S
P A
C E
S
O .C
1"
"2
QTY: 24
MAT: ASTM A709, GR50
QTY: 48
MAT: ASTM A709, GR50
6" R
"2 14R
4" R
"16
"2
6" R
R
4"R
V A
R
IE
S
" PL (2 EA)4
1QTY: 1" PL (2 EA) 3
MAT: ASTM A709, GR50
QTY: 3
MAT: ASTM A709, GR50
" R FILLET, TYP2
"8
5PL
FOR S-513-A5/B5
" Ø HOLES2
1DRILL 1
C2
S-510-C2 - DIA. GUSSET
DWG REF(s) : S-206
A5
S-510-A5 - WEAR PLATE
DWG REF(s) : S-202
DS SIDE OF GATE
PLATES USED ON
NOTE THICKER
A4
S-510-A4 - BOT. BEARING PL
DWG REF(s) : S-203 & S-304
A3
S-510-A3 - END DIA. GUSSET
DWG REF(s) : S-206
S-5513-A5/B5
HOLES FOR
" 2
1DRILL 1
"8
5PL
A2
S-510-A2 - VERT. GIRD. STIFF.
DWG REF(s) : S-301
C1 S-510-C1
DWG REF(s) : S-206
A1 S-510-A1
DWG REF(s) : S-206
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
QTY: 12
MAT: ASTM A709, GR50
QTY: 4
MAT: ASTM A709, GR50
"4
1PL 1
"2 11’-1
/0
/1
W E
K -1
-R -0
SOLICITATION
QTY: 13
MAT: AISI 4140, GRADE 95, BRINELL 302
R T Y P
T Y P
R
R
T Y P
CL
BOLTS, TYP
90° COUNTERSUNK
" ASTM A4494
1"Øx24
CHAMFER HOLES FOR
THRU WITH .325x45°
"Øx .62516
13DRILL
1" R
1"
R
QTY: 10
MAT: ASTM A709, GR50
C3
S-510-C3 - TOP BEARING PL
DWG REF(s) : S-102, 202
C4
S-510-C4 - RUB PLATE
DWG REF(s) : S-205, S-302
2 (OPP, HAND)
QTY: 2 (AS SHOWN)
MAT: ASTM A709, GR50
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 c p w w o rk in g \m v r\ b e c d m a b \d
\1
S -5 x x x .d g n
:2
:1
P
M
B E
C D
M A
B
D
A T
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 -5 x x x .d
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
S-511
U
A R
D G
A T
E D
E T
A
IL
S F
R J
M L L
A S S
H O
W N
C D
D
K
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ 0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 2’1’0SCALE : 1"=1’-0"
5"
"2 1 "
R
’-0
R
1’-0" 1’-0"
1’-0"1’-0"
1’-0"
R
"2
5"
"4 13’-1 2’-3" "16
"16
"4
3"
R
TY
P
6’-11
"4 13’-1 "16
92’-3
"16
R
R
"16
"4
1’-0"
"4 11"2
6’-11
"4 13’-1
"16
TY
P
0 3" 6" 9" 12"SCALE : 3"=1’-0"2’1’0SCALE : 1"=1’-0"
QTY: 6
MAT: ASTM A709, GR50
QTY: 6
MAT: ASTM A709, GR50
"8
QTY: 1
MAT: ASTM A709, GR50
QTY: 24
MAT: ASTM A709, GR50
QTY: 26
MAT: ASTM A709, GR50
QTY: 2
MAT: ASTM A709, GR50
QTY: 2
MAT: ASTM A709, GR50
QTY: 2
MAT: ASTM A709, GR50
"8
"2
"4
"4 1 "4
"4
"2
QTY: 13
MAT: ASTM A709, GR50
"4
3PL
"4
3PL
PL 2"
PL 2"
PL 2"
"4
3PL
C1
S-511-C1 - HAUNCH
DWG REF(s) : S-302
C2 S-511-C2
DWG REF(s) : S-301
DIAGONAL CONNECTION HAUNCH
C5
S-511-C5 - LIFTING PIN
DWG REF(s) : S-301
A1
S-511-A1 - HAUNCH FLANGE
DWG REF(s) : S-301
A2
S-511-A2 - CENTER HAUNCH
DWG REF(s) : S-301
S-511 A4, A5 & C4
DETAIL TYP FOR
C3 S-511-C3
DWG REF(s) : S-301
A3 S-511-A3
DWG REF(s) : S-301
THREAD SERIES: 4.500 Ø", 4-UN
MINIMUM BRINNEL HARDNESS: 280
MINIMUM YIELD STRENGTH: 90 KSI
MAT: SAE 4140HT PIN QTY: 2 NUT QTY: 4
"8
"8 710"16
11’-8
R
"16 31’-11
"16
2’-2
6 S P 4" =
2’-0"
S P ’-0
R
G U
A R
D G
A T
E R
E P
L A
C E
M E
N T
R
/0
/1
W E
K -1
-R -0
SOLICITATION
.7
Ø
-0 .0
.0
-0 .0
0.
CL
HAUNCH UPPER STIFFENER
LOWER LIFTING LINK
C4 S-511-C4
DWG REF(s) : S-301
6 SPACES @ 4" O.C. = 2’-0"3"
S
P A
C E
S
O .C
* SEE TESTING NOTE 2 ON S-001
* SEE TESTING NOTE 2 ON S-001
* SEE TESTING NOTE 2 ON S-001
HAUNCH LOWER STIFFENER LIFTING PIN PLATE
UPPER LIFTING LINK
A5 S-511-A5
DWG REF(s) : S-301
A4 S-511-A4
DWG REF(s) : S-301
NUTS & WASHRES, TYP
X 6" ASTM A325 BOLTS,
" Ø8
1" Ø HOLES FOR 18
1 1
DRILL AND REAM TO FIT
(19 EA) TYP
WASHERS
NUTS &
A325 BOLTS,
ASTM
" Ø X 6" 8
HOLES FOR
" Ø 8
1DRILL 1
FINAL ASSEMBLY.
PAINT ALL SURFACES PRIOR TO
NOTE:
CENTER
TO TOP
" (UPPER PIN-IEA)2
11’-1
" (UPPER PIN)2
11’-5
" (LOWER PIN)2
11’-1
" (LOWER PIN-IEA)2
2.
R
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
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C O
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