Attachment 4 - Reference Drawings GFM - W911WN20B8003 Montgormery Dam Gate Install 2020.pdf
PDF 9 MB Posted
- Attached to
- Montgomery Lift Gate Installation FY20 Federal contract opportunity
- Solicitation number
- W911WN20B8003
About this file
This solicitation describes requirements for the installation of new dam lift gates and a control system at Montgomery Locks and Dam on the Ohio River in Pennsylvania. The scope of work includes removing existing gates 9 and 10 and associated components; modifying machinery houses; installing new government-furnished gates 9 and 10 with lift chains, drive sprockets, and repairs to lifting equipment; installing new roofs and a gate control and camera system; and performing other repairs. Work will take place from a contractor's floating plant and be completed within 900 calendar days of the notice to proceed, with an estimated cost between $10-25 million. The invitation for bids will be issued on March 20, 2020 through SAM.gov. Contractors must register in SAM before bidding. The NAICS code is 237990 and small business size standard is $39.5 million.
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US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
PENNSYLVANIA
BEAVER COUNTY
MONTGOMERY LOCKS AND DAM
OHIO RIVER
REFERENCE DRAWINGS
GOVERNMENT FURNISHED MATERIAL
CONTRACT
DAM GATE INSTALLATION
TYP
2’-6"
1" END PLATE
W14x120
12’-11�"
W14x120
73’-6�"
W14x120
12’-11�"1" END PLATE 1" END PLATE
1"
1" END PLATE
8’-6�"10 PANELS @ 8’-6�" = 85’-8�"8’-6�"
102’-9�" C/C TRACK
W14x145
30’-0�"
W14x145
39’-3�"
W14x145
30’-0�"
1" END PLATE
30’-0�"
W14x145
39’-3�"
W14x145
30’-0�"
W14x120
30’-0�"
W14x120
39’-3�"
W14x120
30’-0�" 1"
1’-6" 1’-6"
PL �" x 3" (TYP)
�" STIFF. PLs (TYP)
W10x33 (TYP)
�" SKIN PL
W6x15
W6x15
�" STIFF. PLs (TYP)
W6x15
SYMMETRICALC
S P
L
IC
E
S P
L
IC
E
A
S P
L
IC
E
S P
L
IC
E
SYMMETRICALC
E
C D
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
W x
W x
W x
W x
W x
SYMMETRICALC
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
NOTE: WALKWAY NOT SHOWN FOR CLARITY
W x
W x
W x
W x
W x
W x
39’-3�"
B 8’-6�"
3 EQUAL SPACES
2’-10�" 2’-10�"
1’-2"
2 EACH PL �" x 3"
CW10x33 W10x33C
W x
W x 2W x
IP
P W
P :d m s
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L A
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A N
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V A
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S-7039
S-7043
S-7040
S-7040 S-7040
(F .C .M
(F .C .M
(F .C .M
W x
T
Y P
(F .C .M
(F .C .M .) (F
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(F .C .M
(F .C .M
(F .C .M
(F .C .M
(T
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W x
(F .C .M
S-7040
S-7040
S-7040
P A
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A
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R A
C E
P .E
R
T Y
S Z
K
IE
W F
M O
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N E d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d od o d o
F L
O W
TOP TO BOTTOM A MINIMUM OF 10FT.
THE BOTTOM TRUSS. SPLICES SHOULD BE STAGGERED FROM
OF SPLICE(S) FOR DOWNSTREAM AND UPSTREAM CHORDS OF
OPTIONAL AS SHOWN. CONTRACTOR SHALL SUBMIT LOCATION
SPLICE LOCATION(S) ON TOP AND BOTTOM TRUSS ARE
4’ 8’0 2’
SCALE: �"=1’
105’-9�" C/C OF CHAIN
PLAN
SCALE: 1/4"=1’-0"
UPSTREAM ELEVATION
SCALE: 1/4"=1’-0"
DOWNSTREAM ELEVATION
SCALE: 1/4"=1’-0"
s
M A
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IN
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AS-AWARDED CERTIFIED FINAL
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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W
W N
B
W
W N
C
1"
105’ 9�" C/C OF CHAIN
5 PANELS @ 8’-6�" = 42’-10�"
(TYP)
2’-6"
W14x120
36’-9�"
W14x120
12’-11�"
5’-3"
10’-6"
5’-3"
(TYP)
2’-6"
5 PANELS @ 8’-6�" = 42’-10�"
105’ 9�" C/C OF CHAIN
8’-6�"1’-6"
8’-6�"1’-6"
W14x120
19’-7�"
W14x120
30’-0�"
6’-10�"
6’-10�"
TOP & BOTTOM (TYP)
�" STIFFENER PLs
BE 6"+/- HIGH (TYP)
LOCATION SHALL
STIFF PLATE IN THIS
W14x145 (F.C.M.)
19’-7�"
W14x145 (F.C.M.)
30’-0�"
W14x145 (F.C.M.)
19’-7�"
HOLES (TYP)
2" DIA. DRAIN
HOLES (TYP)
W8x21W8x21
6" TO 10"
S P
L
IC
E
C SYMMETRICAL
C
W x
W x
W x
W x
W x
W x
W x
S P
L
IC
E
B S-7042
D S-7042
PLAN AT TOP TRUSS
SCALE: �’’=1’-0’’
C
C
C SYMMETRICAL
C
W x
W x
W x
A
B S-7042
D S-7042
W x
W x
W x
W x
PLAN AT BOTTOM TRUSS
C
C
3 8
SCALE:�" = 1’-0"
ASECTION A
TYPICAL AT ALL PANEL POINTS
S-7040
S-7040
S-7040
S-7040
S-7040
S-7040
S-7039S-7038
S-7039
CHAIN CHAIN
NOTE: WALKWAY NOT SHOWN FOR CLARITY
NOTE: WALKWAY NOT SHOWN FOR CLARITY
CHAIN CHAIN
S P
L
IC
E
S-7040
S-7040
S P
L
IC
E
(TYP.)
W6x15
PLATE
�" SKIN
CHORD
D/S
CHORD
U/S
AT PANEL POINTS)
& BOTTOM (TYP
�" STIFF PL TOP
CHORD
D/S
CHORD
U/S
5 EQ. SP. (TYP) 6 EQ. SP. (TYP)
1’-8"
(TYP)
TOP & BOTTOM TOP & BOTTOM
5 EQ. SP. (TYP)
6 EQ. SP. (TYP)
TOP ONLY (TYP)
�" STIFF PLATE
L
1’
(T Y P
(T Y P
1’-8"
(TYP)
TOP ONLY
TOP ONLY
1’
(T Y P
(T Y P
A S-7039
SCALE: �’’=1’-0’’
W x
(F .C .M
W x
(F .C .M
W x
(F .C .M
W x
(F .C .M
W x
(F .C .M
W x (F .C .M
W x
(F .C .M
W x
(F .C .M
W x
(F .C .M
W x
(F .C .M
(F .C .M
W x
SHALL BE 6"+/- HIGH (TYP)
PLATE IN THIS LOCATION
TOP & BOTTOM STIFF
ON TOP & BOTTOM TRUSS)
ALLOW DRAINAGE (TYP
C OF W14x145 TO
THIS LOCATION ALONG
TOP STIFF PLATES IN
COPE BOTTOM OF
(F .C .M
W x
30’-0�"
W14x145 (F.C.M.)
P W
P :d m s
L M
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S
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P :d m s
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S T
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S-7047 S-7040
S-7040
S-7039
L
IF
T G
A T
E
T O
P A
N D B
O T
T O
M T
R U
S S
P L
A N A
N D S
E C
T
IO
N
S-7040
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
F L
O W
F L
O W
0 2’ 4’ 6’
SCALE: �"=1’
PLATE (TYP.)
�" STIFF
�" SKIN PLATE
�" SKIN PLATE
COUNTER WEIGHTS
1" DIA HOLE FOR
DETAIL 13
SCALE: �"’=1’-0’’
(THICKNESS 1" TO 6")
COUNTER WEIGHT
9. COUNTER WEIGHTS TO BE METALIZED AND PAINTED.
8. COUNTER WEIGHTS OF EQUAL SIZED TO BE PLACED NEAR SIDE AND FAR SIDE OF W14 WEB.
TACK WELDED (SEE SPECIFICATION).
W/2 GALVANIZED FLAT WASHERS AND HEX NUT. BOLT TO BE FULLY TIGHTENED AND
7. COUNTER WEIGHT TO BE BOLTED TO W14 WITH �" DIA. A325 GALVANIZED BOLT
6. FOR TRUSS FRAMING AND MISCELLANEOUS DETAILS SEE DRAWING S-7040.
5. FOR DETAILS AT LIFTING POINTS & VERTICAL SEAL DETAILS, SEE DRAWING S-7042.
4. FOR END TRUCK DETAILS, SEE DRAWING S-7041.
3. FOR END FRAMING DETAILS, SEE DRAWING S-7043.
2. FOR WALKWAY DETAILS, SEE DWG’S S-7044 & S-7045.
PROVIDE DRAIN HOLES IN END TRUCK W40 WEBS AND ALL OTHER POCKETS.
1. PROVIDE ADDITIONAL DRAIN HOLES FOR ALL POCKETS WHICH DO NOT DRAIN FREELY.
NOTES:
s
M A
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AS-AWARDED CERTIFIED FINAL
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M A
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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IL
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U M
B E
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B M
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1"
2"
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UPSTREAM ONLY
�" SKIN PL.,
�" STIFF. PLs
PLATE
�" SKIN
PLATE
�" SKIN
W10x33
(CONTINUOUS)
PL �" x 6"
PLAN (TYP)
SHOWN ON
PLATES AS
�" STIFF.
(TYP)
W6X15
(NS & FS)
�" STIFF. PL.
�" PL
(ROUNDED EDGES)
CLAMP BAR ST STL
SEE DETAIL THIS SHEET
1"x3" BOTTOM SEAL
PL�"x8" (CONTINUOUS)
�" STIFF. PLs
W6x15
�" SKIN PLATE
W6x15
PLATE
�" SKIN
W10x33
�"x3" (TYP)
STIFFENER PLATE
PLATE
�" SKIN
PLATE
�" SKIN
PL �"x3"
(TYP)
W8
PLATE
�" SKIN
(CONTINUOUS)
�"x2’-21#2"
SEAL PLATE
W14
ROUNDED
EDGES
(TYP)
W14X145
W14X68
W8
W.P.
LOCATION ON PLAN
�" STIFF. PL.
W.P.
W14
ON PLAN
LOCATION
�" PL.
W14X68
W14X145
W.P.
W14X145
CSECTION CSECTION
SCALE: 3’’=1’-0’’
12"
CC
TYP.
TYP.
SCALE: 1 �’’=1’-0’’
5DETAIL
DSECTION
SCALE: 3’’=1’-0’’
C C
C
4DETAIL (TYP)
SCALE: 1 �’’=1’-0’’
2DETAIL
SCALE: 3’’=1’-0’’
W14 C
TYP.
TYP.
6DETAIL
SCALE: 1 �’’=1’-0’’
C
C C
M.P.
TYP.
M.P.
TYP.
C SPLICE
BOTTOM SEAL
CLAMP BAR
SCALE: 6’’=1’-0’’
BOLT
HOLE FOR
C
(ST STL)
C
TYP.
TYP.
W14CC
MAX SPACING 6"
HEX HD & NUT W/WASHERS
�" DIA ST STL BOLTSC
DETAIL
SCALE: 3’’=1’-0’’
CC W6X15
TYP.
ESECTION
F
C
TYP.
F
SCALE: 3’’=1’-0’’
SCALE: 3’’=1’-0’’
LEGEND:
W6x15
I
ISECTION
SCALE: 1 �’’=1’-0’’
MAX SPACING 4�"
HEX HD & NUT W/WASHERS
�" DIA. ST STL BOLTS
SCALE: 6’’=1’-0’’
U.T.
TYP.
CC CC
W14
W14
W8 W8
C W14
TYP.
TYP.
CC
W10x33
TYP.
PLATES
@ STIFFENER
TYP.
(N.S. & F.S.)
�" STIFF. PL.
M.P.
TYP.
1DETAIL
SCALE: 1�’’=1’-0’’
TYP.
R.T. 100%
U.T. 100%
TYP.
SECTION
W14 W14
C W14 C W14C
TYP.
M.P. 100%
U.T. 100%
TYP.
U.T. - ULTRASONIC TEST
M.P. - MAGNETIC PARTICLE TEST
R.T. - RADIOGRAPHIC TEST
TYP.
TYP.
C SPLICE
TYP.
U.T. 100%
UNLESS NOTED OTHERWISE.
WELDS SHALL BE FULL PENETRATION
1. ALL CONNECTIONS SHALL BE WELDED.
NOTES:
P W
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L M
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S
.d g n
H
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D R
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S-7040
L
IF
T G
A T
E
M
IS
C E
L L
A N
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U S D
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A
IL
S
S-7038
S-7038
S-7040
S-7040
S-7038
S-7040
S-7040
M.P.
TYP.
S-7039
S-7039
S-7039
S-7039
S-7039
S-7039
P A
.A
S
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
SCALE: 6"=1’
3" 4"2"1" 0
SCALE: 3"=1’
3" 6" 9" 12"
1’ 2’0 6"
SCALE:1-1/2"=1’
s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
S O
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A T
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N N
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F
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A M
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D W
N B
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C K
D B
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D E
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D B
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D E
S C
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D
2 3
C
4 5
A
B
M A
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A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
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S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
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D A
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C O
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S O
F E
N G
IN
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R S
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A R
M Y E
N G
IN
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D E
S C
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P P
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D A
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C O
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R A
C T N
O
C O
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S O
F E
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IN
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R S
U S
A R
M Y E
N G
IN
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R D
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T R
IT
T S
B U
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H
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M O
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G O
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R Y L
O C
K S A
N D D
A M
D A
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A T
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L A
C E
M E
W N
B
W
W N
C
C
C
C
8DETAIL
SCALE: 1 �’’=1’-0’’
S-7040
G
S-7039
M.P.
TYP.
M.P.
TYP.
TRUSS
BOTTOM
TYP.
M.P.
TYP.
M.P.
TYP.
C
C TOP TRUSSTOP TRUSS
M.P.
TYP.
7DETAIL
SCALE: 1 �’’=1’-0’’
TYP.
M.P.
TYP.
S-7040
G
S-7039
SECTION G
S-7040SCALE: 1�’’=1’-0’’
C
C
C
M.P.
TYP.
M.P.
TYP.
W14X68 W14X66
M.P.
TYP.
M.P.
TYP.
DETAILS
SIMILAR S-7038
S-7038
S-7038
9"
1�"
1’-6�"
9"
1’-0"
1’-3"
1�" 1�"
1�"1’-4"
1’-4�"
7"5" 1’-3�"1’-3�"
2’-6�"
1’-0"
7"5" 2’-4�"
10"1’-6�"
3’-4�"
1’-7�"1’-7�"
1’-8�"1’-8�"
1" 7"
2’-6�"1’-0"
10"1’-6�"
2’-4�"
1’-4"
6"6"
8"8"
P
L
P
L2’-7�"
5"
3’-11�"
COTTER PIN
�" DIA.
ATTACHED TO GATE
1" END PLATE 1" END PLATE
1"
1" 1"
TYP AT ALL WHEEL LOCATIONS
B.C. NEAR SIDE ON 11�" DIA. B.C. FAR SIDE.
& TAP �" - 10 UNC - 2B ON 10" DIA.
6 HOLES EQUALLY SPACED DRILL THRU
(TYP)
�"x6" DIA. WASHER
FOR 3" DIA. PIN
3�" DIA. HOLE
�" BENT PL.
�" BENT PL.
�" BENT PL.
6"6"1" 1"
1" 1"
1" 1"
3" 1"
8" 8"
8"8"
7"7" 1"1"
1’-4"
"4
1" 1"
3’-2�"
1’-7�"1’-7�"
1’-0"
5" 7"
7"2"
7�" 4"�"
MK M-8110-2
LINE BORE HOLE FOR PIN
CLIP ANGLE (TYP)
M-8111-3
LOAD ROLLER MK
TYP
A
SCALE: 1" = 1’-0"
3"R
C
1’-0"1’-0"
C
1’-0" 1’-0"
C
D
SCALE: 1" = 1’-0"
TYP
(TYP)
1"
1" PLATE
C C
DOWELS
1" DIA X 2"
T
Y P
T
Y P
T
Y P
T
Y P
W H
E E
L
T R
A C
K C
L2�X2�X�
(TYP)
(TYP)
�" PL
(TYP)
(TYP)
1 X4 PLS
REFER
W H
E E
L
T R
A C
K C
D
A
(TYP)
1" PL
TYP
A
PICKUP PLATES
ELEVATION
SIDE VIEW
C
C
TYP.
TYP.
BEARING PLATE
UPSTREAM
W40x167
WALL LINE
CONCRETE
DOWNSTREAM BEARING PL
CLIP ANGLE
L4X4X�
�" DIA. A325 BOLTS
S-7041
N.T.S.
M-8110
4�"R
SCALE: 1�" = 1’-0"
SCALE: 1�" = 1’-0"
ELEVATION END TRUCK
END VIEW
SECTION
ENLARGED DETAIL
SECTION
REFER
M-8110
ASSY.
TYP @
TYP
8" DIA. OTHER SIDE
9�" DIA. THIS SIDE
TYP
TYP
W24x104
1" DIA. X 2" DOWELS
�" (TYP.)
TYP
W H
E E
L W
H E
E L
UPSTREAM BEARING PL MK. M-8110-1
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
:1
S-7041
L
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
P L
A N A
N D S
E C
T
IO
N S
S-7041
S-7041
S-7041
S-7041
S-7041
S-7041
S-7041
1" PL (TYP)1" PL (TYP)
1"x4" PLS (TYP)
3" DIA. PIN
DOGGING HOOK
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
1’ 2’0 6"
SCALE:1-1/2"=1’
SCALE:1"=1’
1’ 2’
B
SCALE: 1" = 1’-0"
SECTION
C
SCALE: 1" = 1’-0"
SECTION
TYP
(TYP)
1" PL
S-7041
S-7041
102’-9�" C-C TRACK
L W40x167C
TO GATE
ATTACHED
END PLATE
ASTM A276 TYPE 410
3" DIA. PIN
DETAIL
SEE ENLARGED
(TYP)
1" PL
ASSEMBLY
TO TRUCK
ATTACHED
END PLATE
BC
TYP
TYP
(TYP)
1" PL
S-7041S-7041
DIA. PIN
FOR 3"
DIA. HOLE
3�"
1DETAIL
SCALE: 1�" = 1’-0"
ELEVATION
S-7041 s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
1’-2�"
11�"
1’-7�" 10�" 5’-0�"
1’-1�"
6’-1�"
1’-10"
1’-2"
1’-6"
1’-0�"
4�"
4"
9" 6�"
1’-7�"
4�"
5"
�" STIFF PL
TYP
W14
2" LIFTING PL (F.C.M.)
BRG. PL 12"x1�"x1’-9�"
CLEARANCE
PROPER
PROVIDE
SHIM TO
C
C
C
A
3’-2�" 1"
1" PL
TYP
2" PL
(TYP)
W10x39
(TYP)
W40x167
PLS (TYP)
�" STIFF
W24x104
1"1’-7�"
1"
DSECTION
SCALE: �" = 1’-0"
9"9"9"9�"
C
W40
C
1" STIFF PLS
PL
1" STIFF
TYP
2�"
�" PLs
2�" �"
8"
1"1�"
4"
4�"
BAR
BACKING
1" X 1"
2�"
�" COVER PL
C
C
V A
R
IE
S
SPACING
C/C MAX
PLS @ 9"
�" STIFF
2VERTICAL SEAL DETAIL
PROTECTION
�" PL CORNER
6"
2�" 2�"
C
ROLLER
GUIDE
3�"
T Y
P T
Y P
TYP.
(TYP)
4" C/C
HOLES @
�" DIA
TYP.
L4X4X1/2
B
C
7�"7�" f
6�" f f f
7�"f f 7�" f f 7�"f f 5�" f f f f f f
1’-4�"
1’-2�"
3’-1�"
1’-10�"
10�" f
1" PL
W40X167
W24X104 f
2’-11�"
2�" R
2�" R
2�"
B
SCALE: �" = 1’-0"
C
C
ROLLER
GUIDE
1" PL
W40X167
1’-7�" 1’-7�"
1" PL
W14 L
C U/S TRUSS
W10x39
W24x104
SKIN PL
�" SEAL PL
BELOW
SCALE: 1�" = 1’-0"
DETAIL
SCALE: 3" = 1’-0"
NOTE: PICKUP PLATES NOT SHOWN.
CORNERS
ROUND
f
C
1" PL (TYP)
ff f f
1" PL (TYP)
3"
SLOPE
ROLLER ON 1:20
TYPE 1 GUIDE
ASECTION
SCALE: �" = 1’-0"
NOTE: DOGGING PLATE NOT SHOWN.
2"R
1" PL
CLIP CORNER 10"
2"
2"
5�"8"
1" PL
BAR
BACKING
1" X 1"
PROTECTION
�" PL CORNER
�" COVER PL
�" PLs
MAX SPACING
PLS @ 9" C/C
11 - �" STIFF
E
�" SEAL PL
BAR
BACKING
1" X 1"
2X�"
CLAMP BAR
�" COVER PL
�" SEAL PL
MAX SPACING
PLS @ 9" C/C
11 - �" STIFF
�" PL
1" X 1" BACKING BAR
2�" 4�"
1�"
1" PL
MAX SPACING
PLS @ 9" C/C
11 - �" STIFF
FULL HEIGHT
PLS @ 9" C/C
�" STIFF
�" SEAL PL
�" PL
�" PL
1" X 1" BACKING BAR
STL BOLTS
�" DIA ST.
PASS THROUGH
OF �" PL FOR SEAL
REMOVE 3" x 3�"
3�"
CSECTION
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
DETAIL
ESECTION
SCALE: 1" = 1’-0"
GATE
ATTACHED TO
1" END PLATE
�" ST. STL. PL
�" ST. STL. PL
CLAMP BAR 2X�" ST. STL.
�" ST. STL. PL
�" ST. STL. PL
CLAMP BAR 2 X �" ST. STL.
8�"
C
1’-1�"
PL (TYP)
1" STIFF
TYP
TYP
TO BE FLUOROCARBON CLAD, SEE SPECS.
NOTE: VERTICAL AND HORIZONTAL RUBBER SEALS
TYP
NO. 6404 OR APPROVED EQUAL
SEALS, SEALS UNLIMITED MODEL
VERTICAL AND HORIZONTAL RUBBER
NO. 6404 OR APPROVED EQUAL
SEALS, SEALS UNLIMITED MODEL
VERTICAL AND HORIZONTAL RUBBER
OR APPROVED EQUAL
UNLIMITED MODEL NO. 6404
VERTICAL RUBBER SEAL, SEALS
APPROVED EQUAL
MODEL NO. 6404 OR
SEALS UNLIMITED
HORIZONTAL RUBBER SEAL,
TYP
UT 100%
TYP
UT 100%
TYP
UT 100%
TYP
UT 100%
TYP
UT 100%
TYP
UT 100%
TYP
PLATE
GUSSET
W40 &
W14 &
PLATE
GUSSET
W40 &
W14 &
DOGGING HOOK (F.C.M.)
2" DOGGING PL (F.C.M.)
CONCRETE
FACE OF EXISTING
SPROCKET (F.C.M.)
DOGGING HOOK (F.C.M.)
GUIDE RAIL
EXISTING
FACE OF
CONCRETE
EXISTING
FACE OF
4"11�"
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
.3
:1
S-7042
L
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
S E
C T
IO
N A
N D D
E T
A
IL
S
CHAM
NOTE:
FABRICATOR TO VERIFY GUIDE ROLLER MOUNTING
BOLTS DO NOT INTERFER WITH STIFFENERS.
CLAMP BAR 2 X �", SEE S-7040
S-7039
MAX SPACING 4�"
HEX HD & NUT W/WASHERS
�" DIA ST. STL BOLTS
S-7042 S-7042
S-7042
S-7042
S-7042
S-7043
S-7042
S-7042
S-7042
S-7042
S-7043
S-7042
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
F L
O W
1’ 2’0 6"
SCALE: 1�"=1’
0 1’ 2’
SCALE: 1"=1’
0 1’ 2’ 3’
SCALE: �"=1’
TO LEAF)
TRUCK
BOLTING
(AFTER
TYP.
W/OVERSIZE WASHERS MAX SPACING 4�"
FOR ADJUSTMENT) HEX HD & NUT
SIZE HOLE TO �" TO ALLOW
�" DIA. ST STL BOLTS (OVER
DRAWING M-8112.
DETAILS SEE
(F.C.M.), FOR
LIFTING PLATES
CLAMP BAR 2 X �", SEE S-7040
SEE DETAIL 12, S-7040
�" DIA ST. STL BOLTS
SEE DETAIL 12, S-7040
1" x 3" BOTTOM SEAL s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
PLATE
�" SKIN 1" PLATE
f f 5’-5�" f f 5’-�" f f2’-6" f f2’-6�" f f2’-7�" f f 5’-11�" f f2’-7�" f f 5’-11�" f f
8�" f f f f f f f f f f f f f f f f1 f f f f f f f f f f f f f f f f
7�" f f 10’-6" f f f f f f f f f f f f f f f f f f
5’-2�" f f
6’-�" f f 1’-1" f f
7�" f f7�" f f 5’-7�" f f
5’-3�" f f f f 10’-6" f f 6’-1�" f f 4’-4�" f f7�" f f 5�" f f f f f f
1’-3�" f f
7�" f f1 f f f f 1’-7�" f f9�" f f
A C f f1 f f f f7�" f f 8� " f f10�" f f 1’-8�" f f11�" f f f f1’-0" f f6"
2" PL
1" PL
1" PL
1" PL W8X31
2" PL DOGGING HOOK
4"X4"X�" TYP
f f6" f f 1’-9�" f f
3" f f f f
SEE NOTE 2
1" PL
�" PL
�" SKIN PL
f f 10’-6" f f 11’-4�" f f f f f f f f 1’-9�"
MK. M-8111-3
LOAD ROLLER
MK. M-8111-3
LOAD ROLLER
SCALE:�" = 1’-0"
T
R A
C K
END TRUCK PLAN
R
L L
G
ID
f
C
C
TRUSS
U/S
C
TRUSS
D/S
9�"f f
3’-0" f f f f2’-6�" f f f2’-0" f
TYP
f f f
1"PL
1" PL
f f f
C
C
C
2’-0"f f f f f
U/S TRUSSC
f
W24X104
W40X167 f f
W40X167 f
W40X167
W1OX39
f
C PIN
PLATE
SIDE SEAL
PL (TYP)
1" STIFF
5’-11�"f f
SIDE SEAL PLATE
4"f f
C
TYP
f
TYP
f f f f
TYP
f
TYP
f
TYP
TYP
TYP
TYP
f f f f
F
RECESS
FACE OF
DOWNSTREAM
W1OX39
f
S-7043
S-7043
END TRUCK
TYP
EL. 667.0
W40X167
TYP
3"R
TYP
3"R f f
W8X31 f
VERTICAL
W8X48
W14X145
W8X31
W14X145
W14X120
W14X120
S-7042
S-7043
W40X167
W40X167
G f f f f f f f f f f f f f f f f f f f f f f f f f ffff f f f
C D
U S
S
STIFF PL
1 " f f
CUT 2" X 3" HOLE IN
1" END PLATE ON
GATE TO PASS RUBBER
SEAL THROUGH
W40X167 f f
1" PLS STIFF (TYP)
�" PL
TYP
SIDE SEAL
UT UT
TYP
TYP
f f�" TYP f f f f f f f f f f f f f f f f f f f f f
PL.
1" GUSSET
f
W14X82 f
PL.
1" GUSSET
f
W14X120
S-7043
STIFF. PL
�" X 5" f
TYP
f f f f f f
�" STIFF. PLS.
f f
TYP
f f f f f f f
1" STIFF PL (TYP)
ff f
S-7043 f
W1OX39
f f f f f f f f f
TYP
f f f f f f
�" STIFF. PLS.
f f
TYP
STIFF. PL (TYP)
�" X 5"
TYPf ff f f f f
PL.
1" GUSSET
f f
W14X120
1" PL
TYP
U.T.
f f f f f f f f
TYP
UT
f f f
TYP
UT
f f f
PL.
1" GUSSET
f
TYP
f
TYP
W14X82
(TYP)
1" STIFF PL
f f f f f
(TYP.)
�" END PL.
(TYP.)
�" SKIN PL.
f
TYP
TYP
f
W14
W40X167 (TYP.)
1" PL. (TYP.)
TYP
STIFF PLS
�" THICK
f f
1" f f
1" f f
TYP
f f f f f f f f f
T Y
P
9" f f
TYP.
TYP
TYP
f f f f f f f
(TYP.)
W8X31
(TYP.)
1" END PL.
(TYP.)
W14X145
TYP
f f f
TYP
W14X61
1" DIA. A325 BOLTS (NOTE 1)
APPROX 4" C/C (TYP)
IA
A
B
L T
S
N
O T
E
A P
P R
O X
C
T
Y
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
.6
:1
S-7043
L
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
E L E
V A
T
IO
N A
N D D
E T
A
IL
S f f f � f
PER USACE APPROVAL.
VARIED TO ACCOMMODATE STIFFENERS
3. HOLE SPACING MAY BE SLIGHTLY
TO BE WELDED ON.
WITH FLANGE OF W10, FILLER PLATE
2. MOUNTING BOLTS MAY INTERFERE
ASTM A325 BOLTS.
FROM THE SHEAR PLANE FOR ALL
1. THREADS SHALL BE EXCLUDED
NOTES:
f f
SHEET M-8111
DWG. S-7042
REFER
DWG. S-7041
TYPE 1 ROLLER
S-7042 S-7043
S-7043 f f f
�" BAR
RECESS
FACE OF
UPSTREAM
S-7043 f
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
0 2’ 4’ 6’
SCALE: �"=1’
0 1’ 2’ 3’
SCALE: �"=1’
0 3" 6"
SCALE: 3"=1’
1’ f
TYP
SEAL
RUBBER
NUT
�" SS
BOLT
�" SS
PL 12"x1"x1’-9�" f f
1" PLATE
f f f
TYPE 2 ROLLER
SHEET M-8111
f
DETAIL
B
S-7038SCALE: �" = 1’-0"
SECTION
SEE NOTE 3
f
SCALE: �" = 1’-0"
DETAIL 4
SCALE: �" = 1’-0"
DETAIL 3
SCALE: 3" = 1’-0"
DETAIL 2
SCALE: 3" = 1’-0"
DETAIL
SCALE: �" = 1’-0"
F
S-7043SCALE: �" = 1’-0"
SECTION G
S-7043SCALE: �" = 1’-0"
SECTION
C
S-7043SCALE: �" = 1’-0"
SECTION
PLATE
TO OVERLAP GUSSET
W8X31, COPE WEB
S-7043
S-7043
S-7043
S-7043
S-7043 s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
"7
2" DIA. STD. PIPE (TYP.)
(MAX)
4’-3�"
4’-3�" 4’-3�"
8’-6�"
10’-6"
5’-3" 5’-3"
4’-0"
4�"
3"
4�"
3"
9"
3’-6"
4’-0"
GRATING TO SIT FLUSH (TYP)
ABOVE PIPE BASE TO ALLOW
GRATING SHALL BE NOTCHED
C8x11.5
C8x11.5
TOE PL 5"x1/2"
WEB OF W14
�" DIA. A325
BOLTS (TYP)
�" DIA. A325
BOLTS (TYP)
BASE PL�"x4"x9"
GRATING
�" x4"x4"
BASE PL
TOE PL 5"x1/2"
GRATING
2" DIA.
DBL X
PIPE POST
(TYP)
TOE PL 5"x1/2"
BARS, 4" O C
�"x3/16" CROSS
BARS AT 1�" C-C
1�" x �" BEARING
BAR ALL AROUND (TYP)
1�" x �" BANDING
SEE PIPE POST
BASE DETAIL
2" DIA. PIPE DBL X POST
BOLTS (TYP)
�" DIA. A325
GRATING
C8x11.5
GRATING
C
C
S P
A N
G R
A T
IN
G
SPAN
GRATING
A
C
B
WALKWAY - PLAN
C
SCALE: �’’=1’-0’’
8’6’4’2’012"
TOP TRUSS
BOTTOM TRUSSC
C
SYM.C
WALKWAY - ELEVATION
SCALE: �’’=1’-0’’
TYPICAL HAND RAIL DETAIL
C
CSECTION
SCALE: �’’=1’-0’’
2’1’06"12"
SCALE: �’’=1’-0’’
C WALKWAY
C CU/S TRUSS D/S TRUSS
C BOTTOM TRUSS
ASECTION
SCALE: �’’=1’-0’’
12" 0 1’ 2’ 4’3’
1DETAIL
SCALE: 3’’=1’-0’’
6’’3’’0 12"
TYP.
PIPE POST (TYP)
BASE DETAIL
SCALE: 3’’=1’-0’’
BSECTION
SCALE: �’’=1’-0’’
TRUSS
W14 UPPER
C
SPAN
GRATING
SCALE: �’’=1’-0’’
TYP.
SCALE: 3’’=1’-0’’
DETAIL
TYP.
OF GATEC
TYPICAL GRATING PLAN
5 PANELS @ 8’-6�" = 42’-10�"
NOT SHOWN
END TRUCK
NOT SHOWN
END TRUCK
IN PLACE (TYP)
FOR HOLDING GRATING
PROVIDE CLAMP BARS
IN PLACE (TYP)
FOR HOLDING GRATING
PROVIDE CLAMP BARS
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
:1
S-7044
L
IF
T G
A T
E
A C
C E
S S W
A L
K W
A Y
P L
A N S
E C
T
IO
N S
A N
D D
E T
A
IL
S S
H E
E T
S-7044
S-7045
S-7044
S-7044
S-7044
S-7044
S-7044
S-7044
S-7044
S-7044S-7044
S-7044
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
FLOW
F L
O W
C8x11.5
GRATING
2" DIA. STD.
PIPE RAILING
3"x1/4" STRAP
PLs - FIELD WELD
TO DIAGONAL.
CONTRACT SPECIFICATIONS.
9. HAND RAILING ON LIFT GATE SHOULD BE PAINTED AS PER
IN ACCORDANCE WITH ASTM A 123. SEE SPECIFICATIONS.
8. GRATING AND LADDERS SHALL BE HOT DIPPED GALVANIZED
COMPONENTS TO BE ASTM A 36 OR A572 GRADE 50.
7. ALL STRUCTURAL STEEL FOR ANGLE AND CHANNEL
992 GRADE 50, OR A709 GRADE 50 U.N.O.
6. ALL STRUCTURAL STEEL TO BE ASTM A 572 GRADE 50,
5. ALL PIPE STEEL TO BE ASTM A 53 - GRADE B.
4. PROVIDE �" CLEARANCE BETWEEN PANELS.
3. DIRECTION OF BEARING BARS IS SHOWN ON PLAN.
2. ALL PANELS ARE TO BE END BANDED ALL AROUND.
WITH �" BANDING BARS. SEE SPECIFICATIONS
CENTER TO CENTER. CROSS BARS AT 4" CENTERS
AS FOLLOWS: BEARING BARS 1�" x�" SPACED AT 1�"
1. ALL STEEL GRATING SHOWN ON THIS DRAWING SHALL BE
GENERAL NOTES:
s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
2’-0"
1’-4"
8’-6�"
4"
2’-10" 6�"
9"
4�" 4�"
3"3"
2�"
7"
3’-5�"
GRATING
TOP OF
BAR �"x2�"
GRATING
TOP OF
BAR �"x2�"
�" BOLT (TYP)
�" PL. (TYP)
LADDER RUNGS
�" DIA.
PIPE (TYP)
2" DIA. STD.
HAND RAILS
2" DIA. PIPE
FIT I.D. OF PIPE RAILING
INTERIOR SLEEVE TO
AND GRIND SMOOTH
BOTTOM OF RAILING
PROVIDE PLUG WELD IN
THROUGH OUTER SLEEVE.
DRILL �" DIA. HOLES
RAIL SPLICE DETAIL
ASECTION
DETAIL 1
LADDER RUNG DETAIL
C
CHORD
BOTTOM
TYP
PLATFORM PLAN
LOWER TRUSS
C
B
SPAN
GRATING
B
C
NOT SHOWN
END TRUCK
C
C
D S-7045
S-7045
S-7045
S-7045
S-7045
C
C
CHORD
TOP
S-7045
SCALE: �’’=1’-0’’
CLARITY.
SHOWN FOR
BOTTOM SEAL NOT
NOTE: SKIN PLATE AND
R
A S-7045
S-7045
CSECTION
S-7044SCALE: �"=1’-0’
SCALE: �"=1’-0’
SCALE: 3’’=1’-0’’
6’’3’’0 12"
SMOOTH-TYP
GRIND BURRS
SCALE: 1 �’’=1’-0’’
TYP
TYP
LADDER CONN. DETAIL
DETAIL 2
S-7045SCALE: 1 �’’=1’-0’’
SCALE: 3" = 1’-0’
TYP
TYP
LADDER BASE DETAIL
SCALE: 3" = 1’-0’
1" 1"2"
OF PIPE (TYP)
ROUND EDGES
HAND RAIL CONNECTION DETAIL
B S-7045
S-7045
SECTION B
S-7045
SECTION
S-7045
D
SCALE: 1�" = 1’-0’
SCALE: 1�" = 1’-0’
GRATING
TYP
F
TYP
TYP
L6x4x�
F
GRATING CUT FROM L4x4x�
SECTION
S-7045SCALE: 1�" = 1’-0’
L4x4x�
GRATING GRATING
C W8x31C
SECTION
S-7045SCALE: 1�" = 1’-0’
F
PLATE
1" END
PLATE
1" END
F
PLATE
1" END
E
F S-7045
L6x4x�"
V A
R
IE
S
NOT INTERCHANGEABLE.
ON EACH END OF GATE ARE
FOR APPROVAL. LADDERS
PROVIDED BY CONTRACTOR
CONNECTIONS SHALL BE
NOTE: LOCATION OF LADDER
10"x6"x�" BENT PLATE
BENT PLATE
10"x6"x�"
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
.3
:1
S-7045
L
IF
T G
A T
E
A C
C E
S S W
A L
K W
A Y
P L
A N S
E C
T
IO
N S A
N D D
E T
A
IL
S S
H E
E T
L6x4x�"
F
W14x68
F
L6x4x�"
F
L6x4x�"
F
W14x145
F
HAND RAIL
F
HAND RAIL
W14x120
F
W14x68
LADDER LEG (TYP)
PLACED UNDER EACH
�" STIFF PLATE
F
W14
F
W8x31
L4x4x�"
F
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
LADDER
�"x3"
BENT BAR W8x18
SCALE: 3"=1’
3" 6" 9" 12" 1’ 2’0 6"
SCALE:1-1/2"=1’ SCALE:3/4"=1’
0 1’ 2’ 3’
FLOW
s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
BASE PLATE PLAN
UPSTREAM PEDESTAL
BASE PLATE PLAN
DOWNSTREAM PEDESTAL
1" PLATE
1�" PLATE
W18 X 76
W36 X 256
GUSSET PLATE
NON-SHRINK EPOXY GROUT PAD
EXISTING MACHINERY BASE PLATE,
SEE S. MORGAN SMITH CO. DRAWING 4689-AA-2
CONCRETE PIER FACE
EXISTING MACHINERY
SEE GUSSET DETAIL
PEDESTAL SIDE ELEVATION
PEDESTAL END ELEVATION
TYP.
TYP.
TYP.
TYP.
TYP.
4�"�" �"
�" RAD.
GUSSET DETAIL
�" PLATE
BOLTS @ 9" SPACING
1" DIA. A325 HEX HEAD
4’-0�"
2’-3"
2’-3"
SCALE:�’’=1’-0"
SCALE: 1’’=1’-0"
SCALE: 1’’=1’-0"
SCALE: 1’’=1’-0"
SCALE: 1’’=1’-0"
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
R
:5
L M
O O
S
.d g n
:1
S-7046
M A
C H
IN
E R
Y M
O D
IF
IC
A T
IO
N S
T Y
P
IC
A L D
E T
A
IL
S S
H E
E T
F A
B R
IC
A T
IO
N A
N D I
N S
T A
L L
O F L
IF
T G
A T
E S
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
HOLES (TYP.)
�" DIA. DRILLED
FUTURE HOLES (TYP.)
�" DIA. DRILLED
FUTURE
NOTE:
FIELD DRILLED AT TIME OF INSTALLATION.
BOLT HOLES IN TOP OF PEDESTAL SHALL BE
PLATE TO BE A709 GR 50
W SHAPES TO BE A992 GR 501.
NOTE:
3�" - REFERENCE
8�" REFERENCE
FUTURE MACHINERY
BASE PLATE
FUTURE 12" x �" DIA. HILTI HAS ROD
WITH HILTI RE500 EPOXY ADHESIVE ANCHOR
7" EMBEDMENT LENGHT IN EXISTING CONCRETE
OR APPROVED EQUAL WITH NUTS,
WASHERS AND LEVELING NUTS
2’ 4’0 1’
SCALE:1/2"=1’-0"
SCALE:1"=1’
1’ 2’
FUTURE 1" DIA. A325 HEX HEAD BOLT,
NUT AND WASHER (TYP.)
s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
C O
M P
R E
S S
IO
N
(ROUNDED EDGES)
CLAMP BAR ST STL
PL�"x8" (CONTINUOUS)
PLATE
�" SKIN
�"x2’-21#2" (CONTINUOUS)
SEAL PLATE
�" PL
�" PL
W.P.
�"x6"
W8
W10X33
FOR DETAIL
SEE DWG. S-7040
1"x3" BOTTOM SEAL
LEGEND:
U.T. - ULTRASONIC TEST
M.P. - MAGNETIC PARTICLE TEST
R.T. - RADIOGRAPHIC TEST
UNLESS NOTED OTHERWISE.
WELDS SHALL BE FULL PENETRATION
1. ALL CONNECTIONS SHALL BE WELDED.
NOTES:
P W
P :d m s
L M
O O
S
.d g n
H
T S
D R
S T
M A
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:5
L M
O O
S
.d g n
.3
:1
S-7047
L
IF
T G
A T
E
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
P A
S U
R A
R
T Y
S Z
K
IE
W F
M O
R O
N E
M.P.
TYP.
SCALE: 3"=1’
3" 6" 9" 12" s
M A
R
R U
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H
IO
R
IV
E R
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
D A
M G
A T
E R
E P
L A
C E
M E
W N
B
W
W N
C
C
TYP.
TYP.
W14CC
DETAIL
SCALE: 3’’=1’-0’’
MAX SPACING 4�"
HEX HD & NUT W/WASHERS
�" DIA. ST STL BOLTS
S-7039
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
" R ON CORNERS
�" STD PIPE COUPLING
�" STD PIPE PLUG
TACK WELD TO HUB OF WHEEL
1 " DRILL
1 " DRILL
1 " DRILL
2�" RADIUS
�" RADIUS
CASE BRONZE SPRING
SINGLE TYPE BRASS
9�" ID x 11�" OD x 1"
GARLOCK KLOZURE
FOR BUSHING
1" PIPE TAP �" DEEP
(TYP)
�"X1�"
SLOTTED HOLES
(HOLE IS RECTANGULAR)
1"8�"1"
10�"
LOCKING WIRE
SCREWS DRILL HEAD FOR
x 2�" DEEP FOR 1"x3" CAP
DRILL AND TAP 1"-8UNC-2B
POSITION
DOWN WITH TRUCK IN WORKING
IN TRUCK WITH GREASE HOLE
�" DIA. GREASE PORT ASSEMBLE
.0
.0
�" DIA.
SHAFT W/ RADIUSED CORNERS
MACHINE �"X�" GREASE GROOVE INTO
1�"
1�"
1’-4�"
1’-3�"
3�"10�"2"
4�"
3"
1"
1"
4�"
8�"
6�"
1�"
5�"
1�"1�"
1"
1�"1�"
1�" (HOLE)
.5
2�" TYP.
.5
.0
13.938
.5
�" R.
�" R. TYP.
WHEEL ASSEMBLY
END COVERS
PIN
1�" DRILL
2�" DEEP FOR
1"x3" CAP SCREWS
�" STREET ELBOW
ROLLER BEARING ECS 3806
OUTER RACE OF AMERICAN
17�" OD x 9�" ID
BRONZE WASHER
THICK, STRUCTURAL STEEL
13�" OD x 10�" ID x 1�"
RETAINER RING
ROLLER
�" DRILL
ALEMITE FITTING OR EQUAL
�" PIPE TAP- FURNISH
ROLLER PIN
TO STREET ELBOW
BEND AFTER CONNECTING
�" STD PIPE x 1’-3�"
SCALE: 3" = 1’-0"
SCALE: 3" = 1’-0"
SCALE: 3" = 1’-0"
SCALE: 3" = 1’-0"
EST WT 8.5 LBS EACH
EST WT 34.1 LBS EACH
KEEPER PLATE
SCALE: 6" = 1’-0"
.0
ASTM A36
.2
DIA B.C.
15�
WHEEL
DOUBLE FLANGED
.2
.0
2"
1"R
1"R
1"R
�"R
�"R
MARK M-8110-4 STRUCTURAL STEEL
FOUR COMPLETE WHEEL ASSEMBLIES REQUIRED
SCALE: 3" = 1’-0" MAKE 4 UNIT WEIGHT 51.33 LBS
AS NOTED
FINISH EXCEPT
FOR LOCKING WIRE, 6 LOCATIONS
SCREWS 1" THREAD DRILL HEAD
SPACED FOR �"-10UNC-2A x 2�" CAP
DRILL SIX �" DIA HOLES EQUALLY
10" DIA. B.C.
11�" DIA. B.C.
AS NOTED
FINISH EXCEPT
.0
.0
.0
.0
DRILL AND TAP
1-8 UNC-2B x
+.000"
-.001"
+.001"
-.000"
MARK M-8110-2 ASTM A276 TYPE 302
MAKE 4 UNIT WEIGHT 254.51 LBS
�" STREET ELBOW
FOR �" PIPE TAP, FIT
GREASE GROOVE, TAP
DRILL TO INTERSECT
MARK M-8110-1 ASTM A504 CLASS C, MULTI-WEAR
MARK M-8110-5 WROUGHT STEEL
.0
.0
.0
.0
.0
.0
REQ’D 6 EST WT 62 LBS EACH
FINISH A.O.
REQ’D 1
REQ’D 6
REQ’D 1
REQ’D 2
REQ’D 2
REQ’D 2
�" LUBRICATION TUBE ASSEMBLY
BRONZE FLAT HD CAP SCREWS
AMERICAN ROLLER BEARING ECS 3806
GARLOCK KLOZURE COMPOSITION #2648
WASHER ASTM B22 C93700
RETAINER RING ASTM A36
WHEEL ASSEMBLY
FOR ONE COMPLETE
P W
P :d m s
L M
O O
M .d g n
H
T S
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M-8110
L
IF
T G
A T
E
E N
D T
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C K A
S S
E M
B L
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W H
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L A
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A
IL
S
+/-.000"
ASTM A148 CLASS 150-135
WITH HOLE IN INNER RACE
ASSEMBLE SO THAT GROOVE IN PIN LINES UP
0 3" 6"
SCALE: 3"=1’
1’
0 3"1"
SCALE: 6"=1’
6"
FN1 PRESS FIT W/ ROLLER
C93700, 2.503" – .001 DIA AFTER
BRONZE BUSHING, ASTM B22
MAKE 12 UNIT WEIGHT = 3 LBS
ASTM A36
MARK M-8110-6 STRUCTURAL STEEL
MAKE 6 UNIT WEIGHT 10.5 LBS
MARK M-8110-7 ASTM A276 TYPE 304
MAKE 4 UNIT WEIGHT 51.33 LBS
ASTM A36
MARK M-8110-3 STRUCTURAL STEEL
11.55 LBS
MARK M-8110-8, 4 REQ’D EST WT
CONCENTRIC W/ ID WITHIN 0.002" T.R.
8.003" ID x 2" – " Lg. OD
STAINLESS STEEL RING 9.500" OD x
D
B U
C C
IN
I
6 LOCATIONS (TYP)
BRONZE FLAT HD CAP SCREWS
x 1�" DP FOR �" x 1�"
DRILL AND TAP �"-11 UNC-2B
D E
F R
A N
C E
SJ
L O
W E s
P A
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B O
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AS-AWARDED CERTIFIED FINAL
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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FOR 1" DIA. CAP SCREW (TYP)
DRILL AND TAP 1"-8UNC-2B x 2" DEEPFOR 1" DIA. CAP SCREWS (TYP T&B)
DRILL AND TAP 1"-8UNC-2B x 2" DEEP
2" 2"
7"
1.000"
FIT WITH A 1" DIA. x 2" LG. DOWEL
FOR A 0.005" TO 0.001" INTERFERENCE
DRILL 1" DIA. x 1�" DEEP
3"3"
1’-5"
8�"8�"
"5
2’-0"
4�"1’-2�"4�"
5�" 5�"
1’-3"
7" DIA
1�"
2" 2"
3�"3�"
1�" (TYP)
HOLES (TYP)
�" DIA.
(SHIMS TYP)
1"1’-2�"2�"
(TYP)
�" PL.
1�" 1�"
1’-3�"
1’-0�"
2" 1" 7�"
4�" 2" 1"
1�"1�"
6�"2�" 1"
(SHIMS TYP)
HOLES (TYP)
�" DIA.
(TYP)
�" PL.
MK. M-8110-5
Ø
Ø
2�"
1�"�"
1 13/16 HEX HEAD
1"-8UNC-2A
FINISH ALL OVER
FOR MARK M-8111-7 (TYP)
DRILL AND TAP 1"-8UNC-2B x 2" DEEP
SCALE: 1�" = 1’-0"
CLIP ANGLE
UPSTREAM BEARING PLATE DOWNSTREAM BEARING PLATE LOAD ROLLER
4�" 3" 4�"
3"
T
Y P
T
B
E X
A C
T
T
Y P
S
L O
T
S
L O
T
125NOTE: FINISH ALL OVER
125NOTE: FINISH ALL OVER
125NOTE: FINISH ALL OVER
ROLLER KEEPER
2�" R., TYP.
CAP SCREW, TWO PLACES
1" x 2�" LG. HEX HEAD
DRILL THRU 1 �" FOR
+0.000"
-0.015"
+0.001"
-0.001"
125NOTE: FINISH ALL OVER
7"
7.005" + 0.001" SLOT
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L8x4x�"
0 1’ 2’
SCALE: 1"=1’
1’ 2’0 6"
SCALE: 1�"=1’
0 3" 6"
SCALE: 3"=1’
1’
0 3"1"
SCALE: 6"=1’
6"
PLAN
C
C
SCALE: 1�" = 1’-0"
TYP.
SCALE: 1�" = 1’-0"
GUIDE ROLLER TYPE 2
SIDE VIEW
SIDE VIEW
SCALE: 1�" = 1’-0"
GUIDE ROLLER TYPE 1
C
C
SCALE: 1�" = 1’-0"
PLAN
TYP.
C
C
12 REQUIRED
WITH 125 FINISH,
OD x 2�" ID x�"
BRONZE WASHER 5�"
ASTM B 22 93700
12 REQUIRED
WITH 125 FINISH,
OD x 2�" ID x�"
BRONZE BUSHINGS 5�"
ASTM B 22 93700
MK. M-8110-5
SCALE: 3" = 1’-0"
4 REQ’D UNIT WEIGHT 174 LBS
MARK M-8111-1 AISI-SAE 1045
SCALE: 3" = 1’-0"
4 REQ’D UNIT WEIGHT 360 LBS
MARK M-8111-2 AISI-SAE 1045
SCALE: 3" = 1’-0"
4 REQ’D UNIT WEIGHT 174 LBS
MARK M-8111-3 ASTM A504, CLASS C, MULTI-WEAR
SCALE: 6" = 1’-0"
8 REQ’D UNIT WEIGHT 5.7 LBS
MARK M-8111-4 AISI-SAE 1045
X REQ’D UNIT WEIGHT 40.1 LBS
MARK M-8111-5 (BRACKET) STRUCTURAL STEELX REQ’D UNIT WEIGHT 29.3 LBS
MARK M-8111-6 (BRACKET) STRUCTURAL STEEL
D
B U
C C
IN
I
D E
F R
A N
C E
S J
L O
W E
FIT WITH 1" DOWELS (TYP)
FOR A 0.0005" TO 0.001" INTERFERENCE
DRILL 1" DIA. X 1" DEEP
s
P A
U
B O
R
T H
R E
A D
N .C
FOR MARK M-8111-7
1�" X 2" SLOT
SHOULDER BOLT
MARK M-8111-3
M-8111-A
SCALE: N.T.S.
8 REQ’D MAKE FROM 1�" HEX. STOCK
MARK M-8111-7 ASTM F593, 410 S.S.
R E
V
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T A
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S
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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F
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1�"
1’-2�"
9.625"
1’-10"
1’-4"
3" 3"
C O
U N
T E
R B
O R
E x
7�"
.6
1"
5�" 5�"
11�"
1’-11�"
1’-6�"
1’-2�"2"
1"
�" NOM.
2"
1�"
�" MACHINE
1’-9�" – "
1’-9fl"
1"
1’-5.531"
AS-AWARDED CERTIFIED FINAL
A S
A W
A R
D
R T
IF
A L
M-8112-11
LIST OF PARTS NOT DETAILED
DESCRIPTION MATERIALMARK NO REQ’D USED WITH
HOT DIPPED GALVANIZED STEEL
M-8112-10 M-8112-12 �" BUTTON HEAD GREASE FITTING ALEMITE A1190 OR EQUAL
�" PIPE PLUG
8 1 �"-6 UNC-2A x 3" LG. H.H.C.S ASTM A193, Gr. B7
8 1 �" HELICAL SPRING LOCK WASHER
0 3"1"
SCALE: 6"=1’
6"
0 3" 6"
SCALE: 3"=1’
1’
M-8112-12
M-8112-13
M-8112-1
M-8112-2
M-8112-2, -12
TYP
LINEBORE
SCALE: 3" = 1’-0"
TYP
SPROCKET YOKE DETAIL
SCALE: 3" = 1’-0"
SPROCKET PIN
NOTE: FINISH UNLESS OTHERWISE NOTED.125
x 45° BOTH ENDS
CHAMFER �"
�" R., TYP.
TWO PLACES
DRILL �" DIA. TO INTERSECTION
DRILL THRU �" DIA.
SCALE: 3" = 1’-0"
KEEPER PLATE
NOTE: CHAMFER ALL CORNERS AND EDGES �"
NOTE: FINISH UNLESS OTHERWISE NOTED.125
BOTH ENDS.
PIPE PLUG
TAP FOR �"
5�" DEEP &
DRILL �" DIA.
�" x 45°
CHAMFER
+0.010"
-0.000"
.0
.0
DETAIL 1
SCALE: 6’’=1’-0’’
�" R., TYP.
ALLOWANCE
+0"
1" PLATE, TYP.
FOR CONTINUATION
SEE DWG. S-7042
CJP, TYP
+0.003"
-0.000"
M E
T A
L
IZ
IS
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P
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T A
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IN
G
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R x
T
H K
Mk. M-8112-10
GREASE FITTING
TAP �" NPTF FOR
TO INTERSECTION
DRILL �" DIA.
M-8112
MAKE 2 UNIT WEIGHT 474 LBS
MARK M-8112-1 AISI 1045
FOUR PLACES
FOR MK. M-8112-12
1 �"-6UNC-2B
DRILL THRU AND TAP
M-8112
MAKE 4 UNIT WEIGHT 20 LBS
MARK M-8112-2 ASTM A572, Gr. 50
TWO PLACES FOR MK. M-8112-12
DRILL THRU 1�" DIA.
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4 5
A
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M A
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A P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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F
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E N
U M
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W N
B
W
W N
C
BB
.0
B .005
BORE CENTERLINE
MATCHING SURFACE
104’-4�" – �" TO
1.
NOTES:
SEE NOTE 1
TO – 0.005" OVER WIDTH OF YOKE.
LINEBORE SHALL BE PARALLEL TO HORIZONTAL
2.
3.
4.ALL WELDING SHALL BE DONE PRIOR TO ANY MACHINING.
QUANTITIES SHOWN ARE FOR ONE (1) GATE.
THE LINEBORE, SEE DWG. S-7042.
FOR THE VERTICAL AND HORIZONTAL LOCATION OF
6. FABRICATOR TO VERIFY TOLERANCE.
DESIGN DETAILS.
5. SEE REFERENCE DRAWINGS FOR SPROCKET
1'-6" 1'-6"
1" 1"
"4
2'-10"4
2'-10
1'-2"
2'-0"
W14x145
"16
30'-0
W14x145
"4
39'-3
W14x145
"16
30'-0
W14x145
"16
30'-0
W14x145
"4
39'-3
W14x145
"16
30'-0
W14x120
"16
30'-0
W14x120
"4
39'-3
W14x120
"16
30'-0
W14x120
"16
12'-11
W14x120
"2
73'-6
W14x120
"16
12'-11
" C/C TRACK4
102'-9
1" END PLATE1" END PLATE
1" END PLATE 1" END PLATE
" C/C OF CHAIN4
105'-9
W6x15
W10x33 TYP.
3 EQUAL SPACES
"16
8'-6
TYP.
2'-6"
MINIMUM OF 10FT.
TRUSS. SPLICES SHOULD BE STAGGERED FROM TOP TO BOTTOM A
FOR DOWNSTREAM AND UPSTREAM CHORDS OF THE BOTTOM
AS SHOWN. CONTRACTOR SHALL SUBMIT LOCATION OF SPLICE(S)
SPLICE LOCATION(S) ON TOP AND BOTTOM TRUSS ARE OPTIONAL
PL •x3" TYP.
•" STIFF PL's TYP.
W6x15
W6x15
SIGN DETAILS
SEE SHEET S-5255 FOR
1/2" STIFF PL's TYP.
"16
8'-6"8 1"= 85'-816
1310 PANELS @ 8'-6"16
8'-6
3/8" SKIN PL
E
Q U
S-1251
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W x5
W x5
W x5
W x5
W10x33 W10x33
W x8
W x8
(F .C .M
(F .C .M
(F .C .M
W x T
Y P
(F .C .M
(F .C .M
(F .C .M
(F .C .M
(F .C .M
(F .C .M
(F .C .M
(F .C .M
T Y P
W x (F .C .M d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o
F L
O W
W x8
W x
W x8
W x
W x5
W x
W x5
W x
W x5
W x
W x5
W x
W x
W x
W x
W x
W x
W x
W x
SYMMETRICAL
SYMMETRICALC
S P
L
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E
S P
L
IC
E
SIM.
SIM.
S P
L
IC
E
S P
L
IC
E
PLAN
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
SCALE:1/4"=1'-0"
A S-1252
L S-3260
B S-3253
D S-3253
C S-3253
S-5255
S-5255
S-5255
S-5254
LC
SYMMETRICALLCLC LC
UPSTREAM ELEVATION
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
SCALE: 1/4"=1'-0"
DOWNSTREAM ELEVATION
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
SCALE: 1/4"=1'-0"
4' 8'0 2'
SCALE: 1/4"=1'
2 EACH PL 1/2"x3"
F
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US Army Corps
1 2 3 4 5 6 7 8 9 10
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AS-AWARDED CERTIFIED FINAL
FABRICATED 2016
XXX,XXX LBS.
GATE X
GATE FABRICATOR.
10'-6"
5'-3"5'-3"
"2
6'-10
1"
"2
6'-10
1"
TYP.
2'-6"
W14x120
"8
19'-7
W14x120
"16
30'-0
6" TO 10"
TYP.
1'-8" W14x145 (F.C.M.)
"8
19'-7
W14x145 (F.C.M.)
"16
30'-0
T Y P
W8x21
BE 6"+/- HIGH TYP.
LOCATION SHALL
STIFF PLATE IN THIS
HOLES TYP.
2" DIA. DRAIN
TOP & BOTTOM
6 EQ. SP. TYP.
TOP & BOTTOM
5 EQ. SP. TYP.
ON TOP & BOTTOM TRUSS)
ALLOW DRAINAGE (TYP.
C OF W14x145 TO
THIS LOCATION ALONG
TOP STIFF PLATES IN
COPE BOTTOM OF
W14x145 (F.C.M.)
"8
19'-7
W14x145 (F.C.M.)
"16
30'-0
W14x120
"4
36'-9
W14x120
"16
12'-11
TYP.
2'-6"
TYP.
1'-8"
T Y P
HOLES TYP.
BE 6"+/- HIGH TYP.
LOCATION SHALL
STIFF PLATE IN THIS
TOP ONLY
5 EQ. SP. TYP.
TOP ONLY
6 EQ. SP. TYP.
COUNTER WEIGHTS
1" DIA. HOLE FOR
SEE NOTES 6-8
T Y P
"16 1" = 42'-1016
135 PANELS @ 8'-6"16
8'-61'-6"
" C/C OF CHAIN4
3105' 9
3/8" SKIN PLATE TOP ONLY TYP.
1/2" STIFF PLATE
AT PANEL POINTS)
& BOTTOM (TYP
1/2" STIFF PL TOP
T Y P
9 3/8" SKIN PLATE
TOP ONLY TYP.
1/2" STIFF PLATE
"16 1" = 42'-1016
135 PANELS @ 8'-6"16
8'-61'-6"
" C/C OF CHAIN4
3105' 9
PLATE TYP.
3/8" STIFF
PLATE
3/8" SKIN
E
Q U
S-1252
IF
T G
A T
E
T O
P A
N D B
O T
T O
M T
R U
S S
P L
A N A
N D S
E C
T
IO
N
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
W x
W x
W x
W x
W x
W x
W x
L
W x6
F .C .M
W x4
F .C .M
W x4
F .C .M
W x4
F .C .M
W x4
F .C .M .)(F .C .M
W x8
O W
SYMMETRICAL
CHORD
D/S
S P
L
IC
E S
P L
IC
E
CHORD
U/S
A
A
W x
W x
W x
W x
W x
W x
W x
W x8
F .C .M
W x5
F .C .M
W x5
F .C .M
W x5
F .C .M
W x5
F .C .M .)(F .C .M
W x8
O W
S P
L
IC
E
S P
L
IC
E
A
SIM.
CHORD
D/S
CHORD
U/S
J S-3258
J S-3258
K S-3259
K S-3259
S-5254
S-5254
S-5254
S-5254
S-5255
H S-5255
S-3253
S-3253
S-3253
S-5254
S-5254
S-5255
CHAINLC
CHAINLC CHAINLC
LC
LC SYMMETRICAL
CHAINLC
LC
LC
LC
LC
0 2' 4' 6'
SCALE: 3/8"=1'
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
SCALE: 3/8"=1'-0"
PLAN AT BOTTOM TRUSS
(NOTE: WALKWAY NOT SHOWN FOR CLARITY)
SCALE: 3/8"=1'-0"
PLAN AT TOP TRUSS
A S-1251
SECTION
SCALE: 3/8"=1'-0"
TYPICAL AT ALL PANEL POINTS
DETAIL
SCALE: 3/8"=1'-0"
(THICKNESS 1" TO 6")
COUNTER WEIGHT
COUNTER WEIGHTS TO BE METALIZED AND PAINTED.8.
SIDE OF W14 WEB.
COUNTER WEIGHTS OF EQUAL SIZES TO BE PLACED NEAR SIDE AND FAR 7.
BOLT TO BE FULLY TIGHTENED AND TACK WELDED (SEE SPECIFICATION).
GALVANIZED BOLT WITH 2 GALVANIZED FLAT WASHERS AND HEX NUT.
COUNTER WEIGHT TO BE BOLTED TO W14 WITH 7/8" DIA. A325 6.
S-3253 THRU S-5255.
FOR TRUSS FRAMING AND MISCELLANEOUS DETAILS SEE DRAWINGS 5.
DETAILS, SEE DRAWINGS S-3258 THRU S-3261.
FOR DETAILS AT LIFTING POINTS, END FRAMING, & VERTICAL SEAL 4.
FOR END TRUCK DETAILS, SEE DRAWINGS S-2256 & S-3257.3.
FOR WALKWAY DETAILS, SEE DRAWINGS S-1262 THRU S-3265.2.
ALL OTHER POCKETS.
DRAIN FREELY. PROVIDE DRAIN HOLES IN END TRUCK W40 WEBS AND
PROVIDE ADDITIONAL DRAIN HOLES FOR ALL POCKETS WHICH DO NOT 1.
NOTES:
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
AS-AWARDED CERTIFIED FINAL
W6x15
W10x33
W.P.
W14x53
TYP.
PL 1/2"x3"
PLATE
3/8" SKIN
PLATE
3/8" SKIN
3/8" SKIN PLATE
PLATE
3/8" SKIN
1/2" STIFF PL
ON PLAN
LOCATION
1/2" PL
1/2" STIFF PL's
(CONTINUOUS)
PL 1/2"x6"
ON PLAN TYP.
1/2" STIFF PLATES AS SHOWN
1/2" PL
PLATE
3/8" SKIN
1/2"x3" TYP.
STIFFENER PLATE
E
Q U
S-3253
IF
T G
A T
E
M
IS
C E
L L
A N
E O
U S S
E C
T
IO
N S A
N D D
E T
A
IL
S S
H E
E T
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
W10x33
W6x15 W6x15
0 3" 6"
SCALE: 3"=1'
1'
TYP.
TYP.
TYP.
TYP.
TYP.
U.T.
TYP.
M.P.
TYP.
M.P.
TYP.
TYP.
TYP.
TOP TRUSS
TYP.
M.P.
TYP.
M.P.
TYP.
E
F
TYP.
TYP.
TYP.
TYP.
TYP.
M.P.
TYP.
E
SECTION
SCALE: 3"=1'-0"
B S-1251
SECTION
SCALE: 3"=1'-0"
C S-1251
SECTION
SCALE: 3"=1'-0"
D S-1251
SECTION
SCALE: 3"=1'-0"
S-1252
DETAIL
SCALE: 3"=1'-0"
G S-5255
LC
LC LC
LC LC
LC
LC LC
LC
LC
LC
W14x120
W14x53 W14x53
W8x21 W8x21
1' 2'0 6"
"=1'2
1SCALE: 1
S-1252
DETAIL
SCALE: 1 1/2"=1'-0"
F
SECTION
SCALE: 1 1/2"=1'-0"
S-1252
DETAIL
SCALE: 1 1/2"=1'-0"
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/41/4
1/4
1/4
1/4
1/4
1/4 1/4
1/4 1/4
1/4
1/4
1/4
1/4
1/4
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
2""
1"
"8
TYP.
EDGES
ROUNDED
W8
M P
R E
S S
IO
N
THIS SHEET
1"x3" BOTTOM SEAL, SEE DETAIL
SEE DETAIL THIS SHEET
CLAMP BAR SS (ROUNDED EDGES),
APPROVED EQUAL
HUNTINGTON BRAND NO 4508 OR
FLUOROCARBON FILM 0.06" THICK
ABRASION RESISTANT
PLATE
3/8" SKIN
PLATE
3/8" SKIN
(3 PCS)
5/8"x2'-2 1/2"
SEAL PLATE
MAX SPACING 4 1/2"
HEX HD & NUT W/WASHERS
5/8" DIA. SS BOLTS
PL 3/4"x8" (CONTINUOUS)
1/2" PL
3/4"x6"
1/2"PL
LOCATION ON PLAN
1/2" STIFF PL
E
Q U
S-5254
T G
A T
E
M
IS
C E
L L
A N
E O
U S S
E C
T
IO
N S A
N D D
E T
A
IL
S S
H E
E T
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
BOLT
HOLE FOR
SCALE: 6"=1'-0"
BOTTOM SEAL
SCALE: 6"=1'-0"
CLAMP BAR
0 3" 6"
SCALE: 3"=1'
1' 0 3"1"
SCALE: 6"=1'
6"
SPLICE
TYP.
U.T. 100%
C C
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
TYP.
TRUSS
BOTTOM
M.P.
TYP.
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
TYP.
TYP.
C
FAR FLANGE. SEE NOTE
TYP. NEAR FLANGE AND
A
S-1252
DETAIL
SCALE: 3"=1'-0"
G S-5255
LC LC
LC LC
LC
SPLICELC
LC
LC
LC
M.P.
TYP.
TYP.
W14x120
W14x145
W14x61
SS
TYP.
BLOCKS,
NO EDGE
R.T. 100%
U.T. 100%
PRIOR TO COMPLETE CLOSURE.
FABRICATED STRUCTURE SHALL BE STRESS RELIEVE
WITH A 3/8" PLATE AND A FILLET WELD TO SEAL.
ADDED FOR STRESS RELIEF SHOULD BE CLOSED OFF
FLANGE/WEB OF W14x145. 1/2" VENT HOLES IN THE WEB
W14x68 SHALL BE COMPLETELY WELDED TO PLATE AND 1.
NOTES:
1' 2'0 6"
SCALE: 1 1/2"=1'
A
SECTION
SCALE: 1 1/2"=1'-0"
S-1251
DETAIL
SCALE: 1 1/2"=1'-0"
S-1252
DETAIL
SCALE: 1 1/2"=1'-0" 8
S-1252
DETAIL
SCALE: 1 1/2"=1'-0"
S-1252
DETAIL
SCALE: 1 1/2"=1'-0"
1/2
1/4
5/16
1/4
1/4
1/4
1/4
1/4
1/4 1/4
1/4
1/4
1/4
1/4
1/41/4
1/4
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
2'-8
"16
1'-3
"4
T Y
P"
C L
R"
CLR
3"
P"
SEE DETAIL ON S-5254
1"x3" BOTTOM SEAL
C O
M P
R E
S S
IO
N
W14x61
W14x48
SEE DETAIL ON S-5254
CLAMP BAR SS (ROUNDED EDGES)
MAX SPACING 4 1/2"
HEX HD & NUT W/WASHERS
C 5/8" DIA. SS BOLTS
(CONTINUOUS)
PL3/4"x8"
1/2" STIFF PL
1/2" STIFF PL
PLATE
3/8" SKIN
(3 PCS)
5/8"x2'-2 1/2"
SEAL PLATE
MAX SPACING 6"
HD & NUT W/WASHERS
C 7/8" DIA. SS BOLTS HEX
1/4" THK P
13/16" DIA, TYP
(NS & FS)
1/2" STIFF PL
(NS & FS)
1/2" STIFF PL
ONLY
UPSTREAM
3/8" SKIN PL,
BACKER
NEOPRENE
1/4" THK
E
Q U
S-5255
T G
A T
E
M
IS
C E
L L
A N
E O
U S S
E C
T
IO
N S A
N D D
E T
A
IL
S S
H E
E T
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
U.T. 100%
M.P. 100%
PLATES
@ STIFFENER
TYP.
TYP.
M.P.
TYP.
L
L
TYP.
TYP.
TYP.
W14x68
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
M.P.
TYP.
L
LC
SIGN
W14x145 &
LC
SIGN DETAIL
SCALE: 1"=1'-0"
0 1' 2'
SCALE: 1"=1'
0 3" 6"
SCALE: 3"=1'
1'1' 2'0 6"
SCALE: 1•"=1'
FLOW
G S-3253
S-1251
S-1251
DETAILS
SIMILAR
S-1251
H S-1252
SECTION
SCALE: 3"=1'-0"
S-1252
DETAIL (TYP)
SCALE: 1"=1'-0"
LC
LC LC
LC LC
LC
LC
W14x68
W14x61
W14x120
THICKNESS PLUS THE THROUGH BOLTS.
ACCOMMODATE METALIZING AND PAINT COATING
1.GATE THROUGH HOLES TO BE SIZED TO
NOTE:
DETAIL
SCALE: 1 1/2"=1'-0"
G S-5254
SECTION
SCALE: 1 1/2"=1'-0"
TYPICAL CROSS SECTION
SCALE: 3/8"=1'-0"
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/4
STAINLESS STEEL NYLOCK TYPE 18-8
NUTS - QTY: 6c)
STAINLESS STEEL TYPE 18-8, NEOPRENE BONDED
WASHERS - QTY: 6b)
3/4" DIAMETER
STAINLESS STEEL TYPE 304
HEXHEAD BOLTS - QTY: 6a)4.
ALL BOLTS SHALL BE INSTALLED PER AISC SNUG TIGHTa)3.
SIMILAR MATCHING DIMENSIONS OF SIGN
ALL SIGNS SHALL HAVE A 1/4" HARD NEOPRENE GRADE 70A BACKER FROM RUBBERCAL OR c)
SPECIFICATIONS.
LETTERING WILL BE 2" TALL, RECESSED OR PROTRUDING, PAINTED SAFETY YELLOW AS PER b)
ALL STEEL SHALL CONFORM TO ASTM A240 STANDARDS, PLATE SHALL BE S30400a)2.
XXX,XXX - FINAL WEIGHT, FULLY ASSEMBLED, BALANCED WITH ALL PAINT COATINGS
GATE X - CORRESPOND W/ USACE COR
GATE FABRICATOR - CONTRACTOR'S NAME
SIGN WILL BE UPDATED TO REFLECT:1.
SIGN SPECIFICATIONS:
0 2' 4' 6'
SCALE: 3/8"=1'
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
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T Y A
V E
N U
E
P
IT
T S
B U
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H P
A
O H
IO
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IV
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A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
AS-AWARDED CERTIFIED FINAL
FABRICATED 2016
XXX,XXX LBS.
GATE X
GATE FABRICATOR.
1'-0"1'-0"
1'-0"1'-0"
7"5" "8
1'-3"8
1'-3
"4
2'-61'-0"
"4
2'-4
10""4
1'-6
"4
2'-7 "2
1'-4
1" 1"
1'-4"
8"8"
6"6"
1'-0" "4
2'-6
10""4
1'-6
"4
2'-47"5"
1"
1"
"16
1'-7"16
1'-7
"16
1'-8"16
1'-8
"8
3'-4
1'-0"
5" 7"
7"
"2
7 4"
2"
"2
P
L
P
L
5"
1" PLATE
3" DIA. PIN
7"
1" DIA. x 2" DOWELS
WALL LINE
CONCRETE
DOGGING HOOK
W40x167
W24x104
1" DIA.
ATTACHED TO GATE
1" END PLATE
1" PL TYP.
TYP.
1" PL
TYP.
3"R
DOWELS
1" DIA. x 2"
1" PL
1"x4" PL's
M-5130
ASSEMBLY,
WHEEL
REFER TO
M-5130
ASSEMBLY,
WHEEL
REFER TO
DETAIL BELOW
SEE ENLARGED
MK M-5131-1
UPSTREAM BEARING PLATE
M-5131-3
LOAD ROLLER MK
MK M-5131-9
CLIP ANGLE TYP.
M-5131-1
UPSTREAM BEARING PL MK.
MK M-5131-9
CLIP ANGLE
M-5131-2
DOWNSTREAM BEARING PL MK
DIA. PIN
FOR 3"
DIA. HOLE
3 1/8"
SIDE.TYP. AT ALL WHEEL LOCATIONS
NEAR SIDE ON 11 1/2" DIA. B.C. FAR
TAP 3/4" - 10 UNC - 2B ON 10" DIA.B.C.
6 HOLES EQUALLY SPACED DRILL THRU &
L4x4x1/2
3'-11 3/4"
BOLTS TYP.
3/4" DIA. A325
TYP.
1/2" PL
1"x4" PL's TYP.
8" DIA. OTHER SIDE
9 1/2" DIA. THIS SIDE
MK M-5130-2
LINE BORE HOLE FOR PIN
TYP.
L2 1/2x2 1/2x5/16
E
Q U
S-2256
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
E L E
V A
T
IO
N S A
N D S
E C
T
IO
N S
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
W H
E E
L
T R
A C
K
W H
E E
L
-0+
ELEVATION
END VIEW
A
N.T.S.
ENLARGED DETAIL
0 1' 2'
SCALE: 1"=1'
1"
A
SECTION
SCALE: 1"=1'-0"
TYP.
ASSY.
TYP. @
T Y
P
TYP.
T Y
P
TYP.
TYP.
TYP.
TYP.
T Y
P
T Y
P
TYP.
SCALE: 1"=1'-0"
1 OPP HAND
1 AS SHOWN
END TRUCK
TYP.
B
B
SECTION
SCALE: 1"=1'-0"
C S-3257
D S-3257
S-3257
LC
LC
W
H E
E L
LC LC
LC
W H
E E
L
T R
A C
K
LC
LC
B
SIM
1' 2'0 6"
SCALE: 1 1/2"=1'-0"
DETAIL
SCALE: 1 1/2"=1'-0"-0"
5/16
5/16
5/16
/8
/1
/1
/1
/1
/1
/1
/8
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
1'-0" "2
1"2
9"
1'-4"
"2
1'-6
"4
1"4
1'-3"
"2
"4
1'-0
"8
3'-2
"16
1'-7"16
1'-7
6"
8"8"
7"7"
8"8"
1'-4"
1"1"
1"
1"1"
1" 1"
1"
1"1"
1"
3"
6"
1"
"2
1'-7"2
1"
1'-8"
TO GATE
ATTACHED
END PLATE
TYP.
1" PL
TO TRUCK ASSEMBLY
END PLATE ATTACHED
THIS SHEET
SEE PICKUP PLATE PIN,
C .56" DIA THRU
SHEET
PIN, SEE DETAIL THIS
3" DIA. END TRUCK
1/2" BENT PL.
4 1/8" R
SHEET
PIN. SEE DETAIL THIS
3" DIA. PICKUP PLATE
3 1/16" DIA. HOLE FOR
3/4" BENT PL
1/2" BENT PL 13/16" DIA. TYP.
TYP.
3/8"x6" DIA. WASHER
COTTER PIN
1/2" DIA.
1/4"x45° CHAMFER
C 9/16" DIA THRU
R 1/16"
R 1/16"
1/4"x45°CHAMFER
E
Q U
S-3257
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
D E
T A
IL
S
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P
SIDE VIEW
TYP.
TYP.
0 3" 6"
SCALE: 3"=1'
1'0 1' 2'
SCALE: 1"=1'
C S-2256
SECTION
SCALE: 1"=1'-0"
D S-2256
SECTION
SCALE: 1"=1'-0"
LC
LC
LC W40x167
L
SCALE: 3"=1'-0"
MATERIAL: ASTM A276 TYPE 410
PICKUP PLATE PIN
L
SCALE: 3"=1'-0"
MATERIAL: ASTM A276 TYPE 410
END TRUCK PIN
1' 2'0 6"
SCALE: 1 1/2"=1'
S-2256
PICKUP PLATES
SCALE: 1 1/2"=1'-0"
5/16
102'-9 3/4" C/C TRACK
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
6'-1
"4
1'-1 "16
5'-0
"4
"4
"4
2"
"4
1""16
1'-79"9"9""2
1'-6"
"16
1'-0
"16
1'-2
1" 1""8
3'-2
2" 6"
'-3
'-1
'-1
'-1
"2
7"2
7"2
3"
1'-2"
"2
10"16
1'-7
4""2
"16
1'-7"16
1'-7
10'-6"
"4
11'-4
1'-10"
"4
1'-10
"8
10"8
"4
1'-2
"2
1'-4
"8
2'-11
"8
3'-1
"2
7"2
7"2
"2
"4
CLIP CORNER 10"
1" PL
GATE
ATTACHED TO
1" END PLATE
CONCRETE
EXISTING
FACE OF
GUIDE RAIL
EXISTING
FACE OF
CLEARANCE
PROPER
PROVIDE
SHIM TO
PL
STIFF
SLOPE
ROLLER ON 1:20
TYPE 1 GUIDE
W24x104
PL TYP.
1" STIFF
1" PL
1" PL
W40x167
W10x39
THIS DETAIL
SEE NOTE 1
1" PL TYP.
TYP.
W40x167
TYP.
W10x39
2" RAD
2" PL
PL (F.C.M.)
2" LIFTING
S-3257
SEE DWG'S S-2256 &
SEE DRAWING M-5132
(F.C.M.), FOR DETAILS
LIFTING PLATES
SPROCKET YOKE
CONCRETE
FACE OF EXISTING
TYP.
L4x4x1/2
1" STIFF PL's
SHEET
SEE DETAILS THIS
T
R A
C K
SKIN PL
3/8"
BELOW
5/8" SEAL PL
8 13/16"
(F.C.M.)
2" DOGGING PL
TYP.
R1/2", /1
2 9/32" RAD
2 5/16" RAD
TYP.
4" C/C
HOLES @
13/16" DIA.
PL's TYP.
3/4" STIFF
1/2" STIFF PL
BRG. PL 12"x1 1/2"x1'-9 1/2"
E
Q U
S-3258
IF
T G
A T
E
E N
D T
R U
C K A
S S
E M
B L
Y
S E
C T
IO
N S A
N D D
E T
A
IL
S S
H E
E T
J
N
IC
K E
L
/s
V
IN
C E
N T D
E C
A R
L O P .E
T Y
P
TYP.
F L
O W
SPROCKET (F.C.M.)
DOGGING HOOK (F.C.M.)
ROLLER
GUIDE
ROLLER
GUIDE
TYP.
TYP.
TYP.
TYP.
B
A
C
TYP.
U.T. 100%
TYP.
U.T. 100%
TYP.
U.T. 100%
TYP.
U.T. 100%
TYP.
U.T. 100%
U.T. 100%
L L
ID
DETAIL
SCALE: 1•"=1'-0"
K S-3259
S-3260 19
S-3260
T Y
P
TO LEAF)
TRUCK
BOLTING
(AFTER
TYP.
0 1' 2'
SCALE: 1"=1'
LC
LC
LC
LC
LC
LC
LC
LC
LC
U/S TRUSS W14
LC
LC
LC
GUSSET PLATE
W14x145 & W40x167 &
GUSSET PLATE
W14x145 & W40x167 &
W40x167
1/4
1/4
1/4
1/4
1/4
1/4
BACKING OFF.
OR EQUAL ON BOLT THREADS TO PREVENT BOLTS FROM
(LUBRICATED) OR 150 FT-LBS (DRY). PROVIDE LOCKTITE 243
THROUGH THE BACKSIDE. TORQUE THE BOLTS TO 100 FT-LBS
DRILL AND TAP W40 FLANGE 3/4" DEEP WITHOUT BREAKING 1.
NOTE:
B
DOGGING HOOK (F.C.M.)
(NOTE: PICKUP PLATES NOT SHOWN)
SCALE: 1"=1'-0"
0 2' 4' 6'
SCALE: 3/8"=1'
1' 2'0 6"
SCALE: 1 1/2"=1'
0 1' 2' 3'
SCALE: 3/4"=1'
A
SECTION
(NOTE: DOGGING PLATE NOT SHOWN)
SCALE: 3/4"=1'-0"
J S-1252
SECTION
SCALE: 3/4"=1'-0"
SCALE: 3/8"=1'-0"
END ASSEMBLY PLAN
F
M O
R O
N E
A
P R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
1 2 3 4 5 6 7 8 9 10
F
IL
E N
A M
E
P L
O T D
A T
E
A
B
C
D
E
F
G
P
IT
T S
B U
R G
H D
IS
T R
IC
T
A N
S
L
IB
E R
T Y A
V E
N U
E
P
IT
T S
B U
R G
H P
A
O H
IO
R
IV
E R B
A S
IN
M O
N T
G O
M E
R Y L
O C
K S A
N D D
A M
F A
B R
IC
A T
IO
N O
F V
E R
T
IC
A L L
IF
T G
A T
E S
W N
B
W
W N
C
1'-3 "16
5'-2
"16
1'-8"4
1'-0"
"16
"8
7 "16
6'-0
"2
6'-1"2
4'-4"4
10'-6"
"16
5'-3
"8
5'-7
"2
7 "2
7 "2
7 "2
1'-1"
6"
"8
"2
1'-9
"2
1'-9
3"
"1
1"
1"
"16
"16
1'-7
4"
"4
5'-11
6"
S
P A
C E
S
RECESS
FACE OF
UPSTREAM
PL TYP.
1" STIFF
W14
1" PL TYP.
MK M-5131-3
LOAD ROLLER
MK M-5131-3
LOAD ROLLER
W40x167
W24x104
W1Ox39
W40x167
W1Ox39
W40x167
SHEET M-5131
TYPE 1 ROLLER
SHEET M-5131
TYPE 2 ROLLER
1" STIFF PL
1" STIFF PL
PL
1" GUSSET
W14x120
W14x82
T Y
P
NOTE 1
SEE
W1Ox39
W1Ox39
1" GUSSET
GUSSET PLATE
TO OVERLAP
W8x31, COPE WEB
2…
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