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3"
"2
DAM WALL TIE-IN
10'-9"
DAM WALL
EL. 922.00
EL. 926.00
/2
1-1/2" Depth Recess
1'-6"
@ EL. 905.81
CONSTRUCTION JOINT
@ EL. 905.81
CONSTRUCTION JOINT
1'-6"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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S
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B M
IT
T E
D B
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P L
O T S
C A
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P L
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A T
E
D A
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M A
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D E
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IP
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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
A
N S I
D
T S
U L L
Y
/0
/1
/2
F A
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O
N D
F M
M D
IV
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S
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N I
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T R
U C
T U
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F A
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A S
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IN
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S O
T A
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A R
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P S O
F E
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E E
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E E
K
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F M
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S -5
X X
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N A
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P C
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U R
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IN
E D F
A C
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O
ID
A
EL = 922.00
EL = 926.00
EL = 931.00
EL = 899.49
EL = 887.79
EL = 919.60
EL = 915.73
EL = 922.00
EL = 926.00
EL = 931.00
EL = 899.49
EL = 887.79
EL = 919.60
EL = 915.73
EL = 915.47
EL = 909.31
EL = 903.14
EL = 894.70
UPSTREAM
DOWNSTREAM
B
S-520
E
S T
H E
T
IC
S
P
REVEALCL
W E
S -1
-R -0
.9
KEYNOTES:
VERTICAL OUTSIDE FACE OF BRIDGE DECK.
4 APPLY COLOR TO ALL SURFACES ON THE BARRIER AND THE
3 CENTERLINE OF REVEAL
2 SMOOTH SURFACE, COLOR 33522 FEDERAL STANDARD 595C.
1 SPLIT FACE STONE, COLOR 33448 FEDERAL STANDARD 595C.
2 2 2
2 2 2 2 2
222222222 2 2
2 2 2 2 2 2 2 2 2
2 2
2 2
2 2
2 2
2 2 2 2
1 1
1 1 1 1 1 1
1 1 1
1 1 1 1 1 1 1 1 1
1 1
SCALE: N.T.S.
LEFT ABUTMENT WALL & STILLING BASIN WALL
ELEVATION - CHANNEL SIDE
SCALE: N.T.S.
UPSTREAM & DOWNSTREAM (UPSTREAM SHOWN)
ELEVATION - DAM WALL (TYP)
3 1
D W
G I S
S U
E D W
IT
H A
M E
N D
M E
N T N
O
A U
G U
S T
GENERAL NOTES:
5. DAM WALL FINISH TO BE SIMILAR BOTH SIDES.
STAIN SURFACES.
4. APPLY ANTI-GRAFFITI COATING TO ALL RECEIVING
FORMLINER.
WALL SHALL BE ON THE SAME PLANE AS THE
3. THE FACE OF THE LAND SIDE STILLING BASIN
2. STAIRS & RAILINGS NOT SHOWN FOR CLARITY.
"SPLIT FACE STONE" PATTERN ON SHEET S-521.
1. THE FORMLINER BRICK FINISH IS TO MATCH
SCALE : N.T.S.
DAM WALL (TYP)
DETAIL
A
SCALE: N.T.S.
REVEAL (TYP)
DETAIL
B
SCALE: N.T.S.
RIGHT ABUTMENT WALL & STILLING BASIN WALL
ELEVATION - LAND SIDE
3'-9"
3'-9"
3"
3"
3'-9"
3'-9"
3'-3"
3"
"2
2 2
"2
3"
"2
1"
1"
3'-11"
1'-3"
1"
2'-0"
1'-11"
1"
" ABUT.)8
(20'-
"8 714'-
S I
S
U L L
Y
/0
/2
F A
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ID
A
EL = 931.00
EL = 926.00
EL = 922.00
EL = 899.49
S-521
S T
H E
T
IC
P
LAND SIDE CHANNEL SIDE
A REVEAL DETAIL
END SURFACE
END SURFACE
EL = 891.50
END SURFACE
EL = 920.46
EL = 928.00
END SURFACE
END SURFACE
CL REVEAL
REVEAL
FORMLINER
EL = 914.60
W E
S -1
-R -0
.9
BEAM OUTSIDE FACE
GENERAL NOTES:
RECEIVING STAIN.
4. APPLY ANTI-GRAFFITI COATING TO ALL SURFACES
PLANE AS THE FORMLINER.
AND ABUTMENT WALLS SHALL BE ON THE SAME
3. THE FACE OF THE LAND SIDE STILLING BASIN
2. STAIRS & RAILINGS NOT SHOWN FOR CLARITY.
THIS SHEET.
"SPLIT FACE STONE" PATTERN DETAIL ON
1. THE FORMLINER BRICK FINISH IS TO MATCH
KEYNOTES:
AND THE VERTICAL OUTSIDE FACE OF BRIDGE DECK.
4 APPLY COLOR TO ALL SURFACES ON THE BARRIER
3 CENTER LINE OF REVEAL.
2 SMOOTH SURFACE, COLOR 33522 FED STANDARD.
1 SPLIT FACE STONE, COLOR 33448 FED STANDARD.
TYPICAL STILLING BASIN WALL
SCALE: N.T.S.
DETAIL
END OF ABUTMENT WALL
SCALE: N.T.S.
DETAIL
SPLIT FACE STONE
SCALE: N.T.S.
DETAIL
END OF STILLING BASIN WALL
SCALE: N.T.S.
DETAILSCALE:
REVEAL (TYP)
DETAIL
N.T.S.
A
VERTICAL SERVICE BRIDGE & MECHANICAL PLATFORM
SCALE: N.T.S.
DETAIL
D W
G I S
S U
E D W
IT
H A
M E
N D
M E
N T N
O
SCALE: N.T.S.
TYPICAL PIER (ABUTMENT SMILIAR)
DETAIL
TYPICAL ABUTMENT & DAM WALL
SCALE: N.T.S.
NOT USED
SCALE: N.T.S.
REVEAL AND FORMLINER PLANE (TYP)
DETAIL
B
A U
G
S O
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IC
IT
A T
IO
N N
O
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IL
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2 3
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N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
SKIN PLATE
GIRDER
STRUT
RIB (TYP.)
GIRDER
RIB (TYP.)
SKIN PLATE
FACE OF PIER
GIRDER
GIRDER
FACE OF PIER
3'-7"
"16 71'-8
CROSS BRACING
CROSS BRACING
AND NUT (TYP.)
" BOLT, WASHERS,4
AND NUT (TYP.)
" BOLT, WASHERS,4
CROSS BRACING
AND NUT (TYP.)
" BOLT, WASHERS,4
(TYP.)
" R COPE2
GIRDER
VT+MT
VT+MT
"x18"xCONT. (TYP.)8
5WEAR PL.
PL. (TYP.)
1" THK. STIFF.
1" PLATE
1" PLATE
2'-0"
8""2
2'-4"
GIRDER
1" PLATE
AND NUT (TYP.)
" BOLT, WASHERS,4
"8 3 "4
SEE SG404
PL. (TYP.)
BEARING STIFF.
HOLE
2" WELD ACCESS
T
Y P
SEE SG407
SIDE SEALVT+MT
VT+MT
" THK. STIFF. PL. TYP.8
W/ AWS D1.5 SEC. 3.5.1.9 (TYP.)
MILL TO BEAR IN ACCORDANCE
" TYP.2
1R 1
SEE SECTION A
PLATE (TYP.)
1" BEARING STIFF.
SEE SECTION A
PLATE (TYP.)
1" BEARING STIFF.
SEE SG405
SEE SG405
A709 GR. 50 F3 TYP.
1" FILLER PLATE ASTM
2" Ø DRAIN HOLE
SHEETS
MECHANICAL
WIRE ROPES SEE
1"R DRAIN HOLE
W/ AWS D1.5 SEC. 3.5.1.9 2015 (TYP.)
MILL TO BEAR IN ACCORDANCE
VT+UT+MT
VT+UT+MT
VT+RT+UT+MT
VT+RT+UT+MT
VT+RT+UT+MT
2'-0" "8 77'-7
C R
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A N
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SG402
F A
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D .J .S
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A
U .S
A R
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W E
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-R -0
D W
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IS
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N
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
1' 2'0 6"
SCALE:1-1/2"=1'
DETAIL
" = 1'-0"2
1SCALE: 1
DETAIL
" = 1'-0"2
1SCALE: 1
DETAIL
" = 1'-0"2
1SCALE: 1
3 DETAIL
" = 1'-0"2
1SCALE: 1
DETAIL
" = 1'-0"2
1SCALE: 1
" = 1'-0"2
1SCALE: 1A
SECTION
NOT SHOWN FOR CLARITY.
NOTE: SOME STRUCTURAL MEMBERS
TYP.
"4
TYP.
"4
6" R
6" R
SEE NOTE 2
TYP.
CJP
SEE NOTE 2
TYP.
CJP
SEE NOTE 2
TYP.
CJP
SG203
SG203
SG203
SG203 SG203
3BEHIND CABLES
TYP. FOR STIFF.
TAINTER SKIN PLATE IN MULTIPLE SECTIONS.
FLANGES MAY BE FIELD WELDED TO FACILITATE TRANSPORTATION OF
7. ALL WELDS BETWEEN THE RIB FLANGES AND THE HORIZONTAL GIRDER
A
FLOW
TYP.
CJP
"2
BE PAINTED PRIOR TO ASSEMBLY.
6. ALL BRACES, NUTS, WASHERS, AND BUMPER ASSEMBLY SHALL NOT
5. WELDS MADE BETWEEN THE WEAR PL AND SKIN PL ARE NON FCW.
4. WELDS MADE BETWEEN THE RIBS AND SKIN PL ARE NON FCW.
"8
3MAX
"8
3MAX
3. ALL DIMENSIONS ARE TYPICAL.
2. ALL WELDS SHOWN ARE FRACTURE CRITICAL, U.N.O.
1. SEE SG401 FOR TYPICAL NOTES.
NOTES:
"4
"4
R 6"
"2 11'-11'-6"1'-6" "2
164"
TYP.
CJP
TYP.
"2 11'-1
"2
1'-7"
T Y
P
1" R, TYP. 4 PLACES
AND BOTH EARS
TYP. BOTH SIDES
" X 45° CHAMFER.16
SKIN PLATE
SKIN PLATE " CHAMFER, TYP.2
1R 1
2" BASE PLATE
"2
"8
"16
4"
R
R
4"R
DETAILS
MECH. SHEETS FOR BUSHING
WELDING TO BASE PLATE SEE
LINE BORE BOTH EARS AFTER
SEE NOTE 7.
4.485" Ø NOMINAL
C R
A M
E N
T O
C A
L
IF
O R
N
IA
U .S
A R
M Y C
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P S O
F E
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IN
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C R
A M
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T O D
IS
T R
S
U L L
Y
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T S
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SG403
F A
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C M
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IF
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A
U .S
A R
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P S O
F E
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IN
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R S
W E
S -1
-R -0
D W
G R
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IS
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IT
H A
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O
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G
1 1
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D W
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N
D
2 3
C
4 5
A
B
M A
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A P
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IT
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D B
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P L
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D A
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N
C O
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R A
C T N
O
D A
T E
A P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
43'-0" CENTER TO CENTER
1 DETAIL
SCALE: 3" = 1'-0"
SIDE VIEW
UPSTREAM VIEW
B
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
TYP.
C/L
A
TYP.
"8
SECTION
A
SECTION
B
TYP.
"8
SCALE: 3''= 1'-0''
06" 3" 6"
SG202
MT
VT+MT
VT+MT
26'-0"R
ISOMETRIC VIEW
SCALE: N.T.S.
VT+UT+MT
"8
3MAX
"8
3MAX
"8
GENERAL NOTES:
TYP
CJP
MB513.
7. COORDINATE FINAL TOLERANCE AND SURFACE FINISH WITH BUSHING MANUFACTURER. SEE MB512 AND
6. BUSHING SHALL BE INSTALLED FOLLOWING THE COMPLETION OF ALL WELDING.
5. PERFORM PAINTING IN ACCORDANCE WITH SPEC SECTION 09 97 02.
4. BRAKE ALL CORNERS AND EDGES.
" LINEAR AND 0.5° ANGULAR, UNLESS OTHERWISE SHOWN.32
2. ALL MEMBERS AND WELDS SHOWN ARE FRACTURE CRITICAL.
1. SEE SHEET SG401 FOR TYPICAL NOTES.
Y P
TYP.
3CONT. ANGLE L 4X3.5X
SEC. 35 20 16.46 TYP.
AND THREAD LOCKER PER SPEC.
BOLTS @ 6" O.C. W/ S.S. NUT, WASHER,
5W/
"XCONT.4
3"X22
1S.S. CLAMP PL
VT + MT
TYP.
"2
TYP.
SKIN PL
WASHER TYP. SEE NOTE 1.
@ 6" O.C. W/ S.S. NUT AND
RIB TYP.
GIRDER TYP.
TYP.
STIFF. PL
TYP.
PIER FACE
"16 74'-2
"16 73'-10
T Y
P
M
IN
TYP.
TYPE 316L S.S.
W10X60 ASTM A276
TYP.
SLOTTED HOLES
OVERSIZED 1" LONG
RIB
TYP.
SKIN PL
CLARITY
SHOWN FOR
CHAMBER NOT
SILL SEAL HEATING
" R4
1TO
GRIND SKIN PL
1" THK RUBBER SEAL
BLOCKOUT
SILL BEAM
" X CONT.2
1" X 32
1CLAMP PL
" X CONT.2
1THK X 1
"16
15FILLER PL
W/ DRILLED AND TAPPED HOLES
" X 9" X CONT.2
1RIB END PL
" TYP.2
1R 1
T Y
P
TYP.
2"
FOR TOLERANCES
SEE SG703 AND SG704
C L
R
" PRESET MIN. TYP.4
E M
B E
D T
Y P
EMBED. TYP.
STEEL.
SHRINKAGE AND TEMP
SPACED EVENLY TYP.
(2) #6 HEADED BARS CONT.
END PL
CENTER ON
RIB TYP.
END PL
SNUG TIGHT
AND ISOLATING WASHER
DIPPED GALVANIZED WITH NUT
1(2)
CLR
"4
ASTM A709 GR 50
5SENSING ANGLE L 8x4x
WITHIN SKIN PL TYP.
" SLOTTED HOLE4
6"
" PRESET W/ PTFE FILM TYP.4
1TAIL AND
AND REQUIREMENTS
SEE SG204 FOR LOCATION
CONTRACTOR TO PROVIDE
MOUNTING ASSEMBLY
SHEETS
INTO PIER FACE. SEE ES
PROXIMITY SWITCH, RECESS
INTO PIERS TYP.
DEVELOP BARS
BAR INTO CONCRETE
DEVELOP HEADED
WELD TYP.
FRICTION
EMBED. TYP.INTO PIERS TYP.
DEVELOP BARS
BAR INTO CONCRETE
DEVELOP HEADED
" R4
1GRIND CLAMP PL TO
FLOW
FLOW
AND THREAD LOCKER PER SPEC. SEC. 35 20 16.46 TYP.
TYP.
HEAD PER SPEC.
FRICTION WELD
12" MIN. EMBED. TYP.
NEOPRENE WASHERS @ 24" O.C. W/
FOR NUTS, WASHERS, AND ISOLATING
SUB SEC. 2.4.1 W/ THREADED ENDS
HEADS PER SPEC. SEC. 35 20 16.46
#6 Ø ASTM A706 Gr.60 REBAR WITH
TYP.
DOWNSTREAM SIDE
REBAR COUPLER
PIER FACE.
STOP 4" CLR. FROM CONC.
GROUT SECOND PLACEMENT
EXTEND SILL BEAM INTO PIER
"8
T Y
P
TYP.
2"
2'-10"
2'-6"
2'-0"
SUBMITTED TO THE CO FOR REVIEW AND APPROVAL.
MAXIMUM NON SHRINK GROUT THICKNESSES. GROUT SHALL BE
MANUFACTURER RECOMMENDATIONS IN REGARDS TO MINIMUM AND
SPECIFICATIONS 03 70 00. CONTRACTOR SHALL ADHERE TO
MEET OR EXCEED MINIMUM REQUIREMENTS SPECIFIED BY THE
AND MINIMUM 2000 PSI BOND STRENGTH AT 28 DAYS. GROUT SHALL
NON-SHRINK GROUT W/ MINIMUM 7000 PSI COMPRESSIVE STRENGTH
DOWNSTREAM SIDE.
DOWEL FORM SAVER COUPLER TYP.
REQUIREMENTS TYP.
OF 12". BOTH ENDS OF BAR SEE SPECIFICATION FOR HEAD
#6 Ø HEADED REBAR @ 12" O.C. WITH MIN. DEVELOPMENT LENGHT
T Y
P
TYP.
1"
" CHAMFER TYP.4
AND APPROVAL.
CONTRACTING OFFICER FOR REVIEW
AND SUBMITTED TO THE
HYDRAULIC STRUCTURES DESIGN
CIVIL PE WITH 5 YEARS MIN. EXP. IN
SHALL BE STAMPED BY A LICENSE
ANY SILL BEAM SPLICE CONNECTION
FOR HEAD REQUIREMENTS TYP.
BOTH ENDS OF BAR SEE SPECIFICATION
MIN. DEVELOPMENT LENGHT OF 12".
#6 Ø HEADED REBAR @ 12" O.C. WITH
APPROVAL.
SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND
MAXIMUM NON SHRINK GROUT THICKNESSES. GROUT SHALL BE
MANUFACTURER RECOMMENDATIONS IN REGARDS TO MINIMUM AND
SPECIFICATIONS 03 30 00.00 CONTRACTOR SHALL ADHERE TO
MEET OR EXCEED MINIMUM REQUIREMENTS SPECIFIED BY THE
AND MINIMUM 2000 PSI BOND STRENGTH AT 28 DAYS. GROUT SHALL
NON-SHRINK GROUT W/ MINIMUM 7000 PSI COMPRESSIVE STRENGTH
GRINDING.
ACCORDANCE W/ THE SPEC. AFTER
". PAINT AREA IN16
1SEAL BEAM OF PL
CLEARANCE BETWEEN SKIN PL AND
TO EXCEED 6'-0" O.C. WITH MAX.
TO PROVIDE POINTS OF CONTACT NOT
FIELD GRIND BOTTOM EDGE OF SKIN PL
TYP.
NEOPRENE STRIP
" THK X CONT. 8
SHOWN FOR CLARITY
EMBED PLATES NOT
C R
A M
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T O
C A
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
"4 1R
DETAIL
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
DETAIL
SCALE: 3" = 1'-0"
SG202
SG204
SG402
DETAIL
SCALE: 3" = 1'-0"
SG203 SCALE: 3" = 1'-0"A
SECTION
GENERAL NOTES:
VT + MT
"4
G
TYP.
SCALE: 3''= 1'-0''
0 1'1' 6"
G
")4 1" (4
")4 1" (4
A
(2) #6 HEADED BARS CONT.
SPACED EVENLY TYP.
SHRINKAGE AND TEMP
STEEL.
C L
R
3. SEE SHEET SG401 FOR TYPICAL DETAIL NOTES.
FOR CLARITY SEE DETAIL SG405
2. SIDE SEAL EMBED PL. NOT SHOWN
" Ø MIN.2
1 HOLES, SHALL BE 2
1. PLATE WASHERS COVERING SLOTTED
TYP.
1'-2"
TYP.
"4
"2
"4
1'-2" 1'-10"
.7
5°
TYP.
2'-3
8"
TYP.
10"
5"
8"
" THK2
1BASE PLATE 2
TYP.
DRILL & TAP HOLES
PIER FACE
R 2" TYP.
TYP.
"4
TYP.
8"
T Y
P
T Y
P
T Y
P
TYP.
2"
T Y
P
TYP.
"2 12'-10
T Y
P
T Y
P
TYP.
"2
T Y
P
TYP.
7"
TYP.
"4
TYP.
"2
1'-0"
TYP.
"4
" "2
TYP.
2"
TYP.
4"
TYP.
"2 1R
DRILL & TAP TYP.
EVENLY
" SPACED 2
1"Ø X 14
DRILL AND TAP (8)
Ø 1'-8"
70WF3 TYP.
ASTM A709 GR. HPS
YOKE PLATE 2" THK
AND YOKE PL TYP.
OUTS BETWEEN KEEPER PL
STRIP W/ BOLT HOLE CUT
" THK. NEOPRENE16
1INSTALL
"2 12'-2
SEE NOTES TYP.
GALVANIZED
ASTM A36 TYP. HOT DIP
BRACKET PLATE 1" THK
GALVANIZED
ASTM A36 TYP. HOT DIP
" THK4
3STIFF. PLATE
ON SG407
SEE DETAIL 4
EMBED. PLATE
SEE DETAIL 2
TYPE 630 H1150. TYP.
ASTM A693 S 17400
KEEPER PLATE 1" THK
ON SG414
SEE DETAIL 1
TYP.
ISOLATING WASHERS
INSTALL NEOPRENE
TYP.
"2
HOLES TYP.
OVERSIZED
T Y
P
"4
TYP.
WASHER HOT DIPPED GALVANIZED
LEVELING ANCHOR W/ NUT AND
1"Ø F1554 GR 50 HEADED & THREADED
ASSEMBLY TOLERANCES
SEE SG703 FOR TRUNNION
BUSHING OR YOKE PL TYP.
SHALL NOT ENTER
LIQUID SHIM MATERIAL
GALVANIZED TYP.
WASHER HOT DIPPED
ANCHOR W/ NUT AND
THREADED LEVELING
1"Ø F1554 HEADED &
COMPOUND (SNUG TIGHT).
H1150 TYP. INSTALLED WITH ANTIGALLING
STAINLESS STEEL SCREWS S 17400 TYPE 630
" Ø BUTTON SOCKET HEAD8
5BOLTS SHALL BE
THREAD DEPTH TYP.
"8
1" - 6 UNC 2B W/ 18
DRILL AND TAP (6)
RECOMMENDED BY MANUFACTURER OF LIQUID SHIM PRODUCT.
IN BETWEEN THE PIN AND THE YOKE PLATE USING MATERIALS
CONTRACTOR SHALL PREVENT LIQUID SHIM FROM GETTING
AND PAINTED TYP.
PER SPEC. SEC. 35 20 16.49
WASHER, THREAD LOCKER
" Ø ASTM A490 BOLTS W/ 8
SUB SEC. 2.10
SPEC.SEC. 35 20 16.46
" LIQUID SHIM PER2
OR BASE PL TYP.
WELD NUTS TO YOKE PL
CONTRACTOR SHALL NOT
SUB SEC. 2.9
SEC. 35 20 16.49
TYP. SEE SPEC.
APPROVED EQUAL
GALVANIZED OR
MECHANICALLY
5" MIN. EMBED
" Ø WITH4
3ANCHOR
TEMPORARY SCREW
CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
THICKNESSES. GROUT SHALL BE SUBMITTED TO THE
MINIMUM AND MAXIMUM NON-SHRINK GROUT
MANUFACTURER RECOMMENDATIONS IN REGARDS TO
03 30 00.00 CONTRACTOR SHALL ADHERE TO
REQUIREMENTS SPECIFIED BY THE SPECIFICATIONS
28 DAYS. GROUT SHALL MEET OR EXCEED MINIMUM
STRENGTH AND MINIMUM 2000 PSI BOND STRENGTH AT
NON-SHRINK GROUT W/ MINIMUM 7000 PSI COMPRESSIVE
SEE DETAIL 3 ON SG411
THRUST WASHER NOT SHOWN
SEQUENCE
FOR BOLT TIGHTENING
SEE DETAIL 2 ON SG411
SEQUENCE
FOR BOLT TIGHTENING
SEE DETAIL 1 ON SG411
73 KIPS.
SHALL BE TENSIONED TO
SPECIFICATIONS TYP. BOLTS
ENDS SHALL BE PAINTED PER
WASHERS TYP. EXPOSED
ANCHOR ROD WITH NUTS AND
GALVANIZED ALL THREADED
" Ø ASTM A449 HOT DIPPED4
2" THICK TYP.
YOKE STIFF. PL
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SG410
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
STIFF. PL TYP.
YOKE. PL &
CJP
NON-FCW
TYP.
1'-2"R
R
SCALE: 1" = 1'-0"
DETAIL1
SG409
SHOWN FOR CLARITY.
LEVELING BOLTS NOT
NOTE:
SCALE: 1" = 1'-0"C
SCALE: 1" = 1'-0"
SECTION
A
SCALE: 1" = 1'-0"
SECTION
D
SCALE: 1" = 1'-0"
SECTION
B
SCALE: 1" = 1'-0"
DETAIL
SCALE: 1''=1'-0''
01' 1' 2'
SEE NOTE 6
NON-FCW TYP.
AD
SECTION
B
C
TYPICAL LEFT TRUNNION ASSEMBLY
VT+UT+MT
3MAX
3MAX
SG700 SERIES
TOLERANCES AND
05 59 13 FOR
SEE SPECS. SECTION
4 T Y
P
2 T Y
P
BE HEAT TREATED AND STRESSED RELIEVED IN ACCORDANCE WITH AWS D1.5.
9. FOLLOWING THE COMPLETION OF ALL WELDING THE ENTIRE TRUNNION ASSEMBLY SHALL
REPAIRED IN ACCORDANCE WITH THE PAINT SPECIFICATION.
8. ANY PAINT DAMAGED DURING TRUNNION LEVELING AND ALIGNMENT PROCESS SHALL BE
7. SEE SG401 FOR TYPICAL NOTES.
6. WELDING OF BRACKET MATERIAL SHALL BE CONSIDERED PREQUALIFIED.
5. SEE SPECIFICATIONS FOR PAINTING OF TRUNNION ASSEMBLY.
SG703 CAN BE MET AND SUBMIT FOR CONTRACTING OFFICER APPROVAL.
4. CONTRACTOR TO PROVIDE MOCK UP OF TRUNNION ASSEMBLY TO PROVE TOLERANCES ON
3. SEE SPECIFICATIONS AND SG703 & SG704 FOR TRUNNION ASSEMBLY TOLERANCES.
2. ALL STEEL PLATING SHALL BE ASTM A709 GR. 50F3 U.N.O.
UNLESS NOTED OTHERWISE.
1. ALL WELDS SHOWN ARE FRACTURE CRITICAL AND SHALL BE CONSIDERED IN TENSION
GENERAL NOTES:
FLOW
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