A2 - 100% CONTRACT PLANS- B. EVERETT JORDAN AND FALLS DAM FY19 GATES PROJECT-20191212.pdf
PDF 5 MB Posted
- Solicitation number
- W912PM20T0007
About this file
This combined synopsis/solicitation from the Department of the Army Corps of Engineers Engineering District Wilmington requests quotes for the fabrication, assembly, painting and delivery of two hydraulic steel structures. The base contract requires one Falls Lake Dam service gate and one B. Everett Jordan Dam service gate. An option is provided for one B. Everett Jordan Dam emergency gate. Quotes are due by February 26, 2020 at 2:00 PM Eastern Time. The solicitation is set aside for small businesses. To be determined technically acceptable, offerors must provide documentation of AISC certification for structural steel work, and five years of experience on similar projects involving fabrication of structures of comparable size and detail.
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Other files
| File | Type | Posted |
|---|---|---|
| A2 - FALLS AND JORDAN04 Specs 12-16-19.pdf | ||
| A21- W912PM20T0007 Combined Solicitation.pdf |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SHEET ID
W
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G-001
D S
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IV
A N
Approval Recommended: *
Approved: *
DATE
DATECHIEF, ENGINEERING BRANCH
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
Approval Recommended: *
Approved: *
DATE
DATE
Approval Recommended: *
Approved: *
DATE
DATE
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
WILMINTON SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATIONINDEXED ON THIS SHEET.
RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN THIS SET AS
HUNTINGTON DISTRICT SIGNATURES AFFIXED BELOW INDICATE OFFICIAL
DIRECTOR, DSMMCX
EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE OF THEIR
INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION DESIGNATIONS
CELRD, HUNTINGTON DISTRICT, DAM SAFETY PRODUCTION CENTER.
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
Approval Recommended: *
Approved: *
DATE
DATE
INDEXED ON THIS SHEET.
RECOMMENDATION AND APPROVAL OF ALL DRAWINGS IN THIS SET AS
HUNTINGTON DISTRICT SIGNATURES AFFIXED BELOW INDICATE OFFICIAL
EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE OF THEIR
INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION DESIGNATIONS
CELRD, HUNTINGTON DISTRICT, DAM SAFETY PRODUCTION CENTER.
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
REQUIRED BY ER 1110-1-8152.
OPERATING WITHIN THE SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE
AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE
HUNTINGTON DISTRICT, MECHANICAL SECTION. INDIVIDUALS WHOSE SIGNATURES
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
of Engineers
US Army Corps
WILMINGTON DISTRICT
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1 2 3 4 5 6 7 8 9 10
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A CHIEF, ELECTRICAL/MECHANICAL DESIGN BRANCH
CHIEF, DESIGN BRANCH CELRD, Dam Safety Production Center for CHIEF, GENERAL ENGINEERING DIVISION
MONCURE, NORTH CAROLINA
GATE AT B. EVERETT JORDAN DAM
AND SERVICE GATE AND EMERGENCY
WAKE FOREST, NORTH CAROLINA
EMERGENCY GATE AT FALLS DAM
FABRICATION OF
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.D
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CONSTRUCTION PLANS
DECEMBER 2019
JORDAN LAKE
FALLS LAKE VICINITY MAP
B. EVERETT JORDAN LAKE VICINITY MAPS
Forest Wake
RaleighRaleigh
Durham
Sanford
Apex
Pittsboro
Dunn
Smithfield
Dunn
Forest Wake
Roxboro
Oxford
HendersonHenderson
Oxford
Roxboro
Fayetteville
Chapel Hill
Fayetteville
Rolesville Research Triangle
Park
Morrisville
PROJECT LOCATIONS
INDEX TO DRAWINGS
G-002
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SHEET ID
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"x
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FALLS LAKE
"8 31'-3"16
11'-9"16 11'-9"16
11'-9"16 11'-9"8
31'-3
9'-8"
VERTICAL END BEAM
9'-7"
W12X58 TYP.
END BEAM
VERTICAL
9'-8"
DETAILS
WHEEL ASSEMBLY
SEE M-501 FOR
NOTE 8 SHEET S-401
GATE STAMP,SEE
ANODE, TYP.
W12X58 TYP.
TYP.
SEE SHEET M-501,
WHEEL ASSEMBLY
TYP.
INTERCOSTAL PL.,
†" X 6"
†" INTERCOSTAL PL. TYP.
HOLE, TYP.
2" DIA. DRAIN
ƒ" SKIN PL.
(FCM), TYP.
LIFTING LUGS
ƒ" PLATES
BOTTOM GIRDER
ƒ" SEAL PLATE
BOTTOM SEAL AND
†" INTERCOSTAL PL.
ƒ" SKIN PL.
TYP.
†" INTERCOSTAL PL.,
TYP.
INTERCOSTAL PL.,
†" X 6"
5" DIA. ANODE
2'-7"2'-7"
†" PL. TYP.
BAR 4" X ƒ"
SIDE SEAL
BAR 4" X ƒ"
TOP SEAL
BAR 4" X ƒ"
SIDE SEAL
BAR 4•" X ƒ"
BOTTOM SEAL
RUBBER SEAL
"4 110'-3
LIFTING LUGS (FCM) TYP.
SEAL PLATES. TYP.
J SEAL AND ƒ"
BEAM
VERTICAL END
ƒ" SEAL PLATES
BOTTOM SEAL AND
ƒ" SKIN PL.
SEAL PLATES. TYP.
J SEAL AND ƒ"
BEAM
VERTICAL END
6…"
ANODE TYP.
ƒ" PLATE
BOTTOM GIRDER
BUILT-UP GIRDER
BOTTOM ƒ" ƒ" SKIN PLATE
6…"
†" INTERCOSTAL PL.
†" INTERCOSTAL PL.
GUIDE BLOCK
WHEEL ASSEMBLY (TYP.)
FOR CONNECTING
3" DIA. HOLE ±
2" X •"
SEAL BAR
ASSEMBLY (TYP.)
FOR WHEEL AXEL
5" DIA. HOLE ±
7" DIA. X 1 •" PLATE
ASSEMBLY (TYP.)
FOR WHEEL AXEL
WITH 5" DIA. HOLE ±
FOR 7" DIA. - 1 •" PL.
7" DIA. HOLE ±
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PLAN VIEW
A
F L
O W
SCALE: ƒ" = 1'-0"
F L
O W
B
C
SHOWN FOR CLARITY
SIDE SEALS NOT
NOTE:
DOWNSTREAM ELEVATION
CL
0 1' 2' 4'
SCALE: •" = 1'-0"
SCALE: ƒ" = 1'-0"
GATE SYMMETRIC ABOUT
S-501
S-501
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EDGE TO EDGE OF VERTICAL END BEAMS
NOT SHOWN FOR CLARITY
VERTICAL SIDE SEALS
NOTE:
S-504
XXXX
FABRICATED
XX,XXX LBS
93.65 FEET
DESIGN HEAD
W A
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S-501
S-501
S-401
B SECTION VIEW
S-401
A SECTION VIEW
SHOWN FOR CLARITY
RETAINING BARS NOT
VERTICAL SEALS AND
NOTE:
S-401
S-401S-401
S-401 S-401
A
S-401S-401
S-401
D SECTION VIEW
FOR CLARITY.
ASSEMBLIES NOT SHOWN
BOTTOM SEALS AND WHEEL
NOTE:
45°
R 1'-0"
SCALE: •" = 1'-0" SCALE: •" = 1'-0"SCALE: •" = 1'-0"
0 1' 2' 3'
SCALE: ƒ" = 1'-0"
S-401
C VIEW
2'0 1'
SCALE: 1"=1'
SCALE: 1"=1'
FLOW
J
C A
S T
O
J
C A
S T
O
P L
U F F
S-401
D
GIRDER FLANGE
TO D.S. EDGE OF
CENTERLINE WHEELS
GENERAL NOTES:
FEET.
HEAD FOR FALLS IS 93.65 FEET. THE DESIGN HEAD FOR JORDAN IS 112.28
AFFECT THE STRENGTH CAPACITY OF THE VERTICAL END BEAM. THE DESIGN
FOR THE YEAR FABRICATED. THE STAMPING METHOD USED SHALL NOT
PLACEHOLDER FOR THE WEIGHT OF THE GATE. "XXXX" IS A PLACEHOLDER
YEAR FABRICATED SHALL BE INCLUDED IN THE STAMP. "XX,XXX" IS A
THE GATE AND CENTERED. THE DESIGN HEAD, WEIGHT IN POUNDS AND
SHALL BE ƒ INCH IN HEIGHT AND SHALL BE 5'-0" FROM THE BOTTOM OF
VIEW "B" OF SHEET S-402, AND VIEW C OF SHEET S-403. THE LETTERING
LOW STRESS STEEL STAMPS AS SHOWN IN VIEW "C" ON THIS SHEET,
BOTH GATES SHALL BE STAMPED ON BOTH VERTICAL END BEAMS USING 9.
BE DETAILED AND DIMENSIONED PER THE REQUIREMENTS DEFINED IN AISC.
ALL WELD ACESS HOLES FOR ROLLED WIDE FLANGE MEMBERS SHALL 8.
VULCANIZED SPLICES.
RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH 7.
PAINTIING: HYDRAULIC STRUCTURES.
PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02 6.
NOTED OTHERWISE.
FILLET WELDS TO BE USED IN FABRICATION SHALL BE ‚" UNLESS5.
ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.4.
REQUIREMENTS DEFINED IN SPECIFICATION SECTION 05 59 13.
DRAWINGS. ALL MEMBERS IDENTIFIED AS FCM SHALL CONFORM TO THE
FRACTURE CRITICAL MEMBERS ARE DENOTED AS "FCM" ON THE CONTRACT3.
HOLES.
2. TOP AND BOTTOM GIRDERS DO NOT CONTAIN DRAIN HOLES OR WELD ACCESS
IN SPECIFICATIONS SECTION 05 59 13.
ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM DESGINATIONS DEFINED1.
FLOW
S-502
F Y
S -4
.d g n
D E
C
NOT SHOWN FOR CLARITY.
WHEEL ASSEMBLIES
GUIDE BLOCKS, AND
TOP SEALS, BOTTOM SEALS,
NOTE:
P L
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V A
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N S
A
D S
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B .E J
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0.000
0.002
0.000
0.002
0.000
0.002
0.000
0.002
9'-9"
9'-5"
END BEAM
VERTICAL
"8
1'-5 "8
1'-8 "2
1'-8 "2
1'-8 "8
1'-8 "8
1'-5
W10x45, TYPICAL
•" SKIN PLATE
INTERCOSTAL PLATE
†" FULL DEPTH
†" INTERCOSTAL PL
SEE SHEET M-501
WHEEL ASSEMBLY
END BEAM
VERTICAL
RUBBER SEAL, TYP.
"8
END BEAM
VERTICAL
INTERCOSTAL PL.
…"x 5"
9'-9"
5" DIA. ANODE, TYP.
AND ƒ" SEAL PL.
BOTTOM SEAL
ƒ" PLATES
BOTTOM GIRDER
SEAL PL., TYPICAL
J SEAL AND ƒ"
NOTE 8 SHEET S-401
GATE STAMP, SEE
DETAILS
WHEEL ASSEMBLY
SEE M-501 FOR
BOTTOM GIRDER ƒ" PL.
W10X45 TYP.
W10X45, TYP.
HOLE, TYP.
2" DRAIN
(FCM) TYP.
LIFTING LUGS
9'-5"
PLATE
•" SKIN
…" INTERCOSTAL PL.
(FCM), TYP.
LIFTING LUGS
NOTE 8 SHEET S-401
GATE STAMP, SEE
…" PL.
…" X 5" INTERCOSTAL PL.
…" x 5" INTERCOSTAL PL
†" PLATES
TOP GIRDER
GUIDE BLOCK
ASSEMBLY (TYP.)
FOR WHEEL AXEL
5" DIA. HOLE ±
"8
BUILT-UP GIRDER
BOTTOM ƒ"
•" SKIN PLATE
GUIDE BLOCK
•" SKIN PLATE
BUILT-UP GIRDER
BOTTOM †"
ASSEMBLY (TYP.)
FOR WHEEL
3" DIA. HOLE ±
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DOWNSTREAM ELEVATION
0 1' 2' 4'
SCALE: •" = 1'-0"
S-502
A
SCALE: 1''=1'-0''
SCALE: 1''=1'-0''
C
C
S-402
A SECTION
B
A A
B
NOTES:
S-402
F L
O W
F L
O W
S-502
SCALE: 1''=1'-0''
1' 6" 0 1' 2'
U .S
A R
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EDGE TO EDGE OF VERTICAL END BEAMS
CLGATE SYMMETRIC ABOUT
F A
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B E
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A
XXXX
FABRICATED
XX,XXX LBS
WEIGHT
112.28 FEET
DESIGN HEAD
S-502
TOP SEALS, BOTTOM SEALS
AND WHEEL ASSEMBLIES
NOT SHOWN FOR CLARITY.
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H U
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IN
G T
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IN
G T
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W E
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IN
IA
ACCESS HOLES.
TOP AND BOTTOM GIRDERS DO NOT CONTAIN DRAIN HOLES OR WELD
SEE SHEET S-401 FOR GENERAL NOTES.
2.
1.
NOTE:
S-502
S-402
C SECTION
S-402
B LEFT VIEW
"16
2'-8 "16
2'-8
XXXX
FABRICATED
XX,XXX LBS
WEIGHT
112.28 FEET
DESIGN HEAD
S-402S-402
S-402 S-402
S-402
S-402
S-504
SCALE: •" = 1'-0"SCALE: •" = 1'-0"SCALE: •" = 1'-0"
0.000
0.002
S-502
FLOW
S-402
D
FLOW
GIRDER FLANGE
TO D.S. EDGE OF
CENTERLINE WHEELS
S-402
D SECTION VIEW
SCALE: 1"=1'
FOR CLARITY.
ASSEMBLIES NOT SHOWN
BOTTOM SEALS AND WHEEL
NOTE:
R
45°
R 6"
45°
6"
S-402
E SECTION VIEW
SCALE: 1"=1'
S-402
E
P L
A N
S E
L E
V A
T
IO
N S A
N D S
E C
T
IO
N S
F A
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M E
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C A
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C A
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P L
U F F
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IV
A N
D E
C
F Y S -4
.D
G N
9'-11"
"8 31'-3"8
71'-8"4 11'-11"4
11'-11"8 71'-8"8
31'-3
10'-3"
VERTICAL END BEAM
"4 18'-10
W12X58 TYP.
PLATES. TYP.
J SEAL AND ƒ" SEAL
END BEAM
VERTICAL
ANODE
9'-11"
LIFTING LUG (FCM), TYP.
HOLE, TYP.
2" DIA. DRAIN
ƒ" SKIN PL.
RUBBER SEALS, TYP
DETAILS
WHEEL ASSEMBLY
SEE M-501 FOR
ASSEMBLY
FOR WHEEL AXEL
5" DIA. HOLE ±
NOTE 8, THIS SHEET
GATE STAMP,SEE
ANODE, TYP.
ANODE
2'-9ƒ"2'-9ƒ"
(FCM) TYP.
LIFTING LUG
W12X58 TYP.
TYP.
SEE SHEET M-501,
WHEEL ASSEMBLY
TYP.
INTERCOSTAL PL.,
†" X 6"
†" INTERCOSTAL PL. TYP.
TOP GIRDER ƒ" PL.
VERTICAL END BEAM
ƒ" SKIN PL.
ƒ" PLATES
BOTTOM GIRDER
ƒ" SEAL PLATES
BOTTOM SEAL AND
†" INTERCOSTAL PL.
(FCM), TYP.
LIFTING LUG
ƒ" SKIN PLATE
BUILT-UP GIRDER
BOTTOM ƒ"
GUIDE BLOCK
6…"
6…"
(TYP.)
FOR WHEEL ASSEMBLY
3" DIA. HOLE ±
ASSEMBLY, (TYP.)
FOR WHEEL AXEL
HOLE ±
WITH 5" DIA.
FOR 7" DIA. - 1 •" PL.
7" DIA. HOLE ±
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F A
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F G
A T
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PLAN VIEW
ISOMETRIC VIEW
A A
F L
O W
SCALE: ƒ" = 1'-0"
S-403
F L
O W
SHOWN FOR CLARITY
SIDE SEALS NOT
NOTE:
DOWNSTREAM ELEVATION
FLOW
CL
0 1' 2' 4'
SCALE: •" = 1'-0"
SCALE: ƒ" = 1'-0"
GATE SYMMETRIC ABOUT
S-503
S-503
P L
U F F
J
C A
S T
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IN
A F
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A M S
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N O
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A R
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IN
A B E
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R E
T T J
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D A
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A M E
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C Y G
A T
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A B
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IC
A T
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N O
F G
A T
E S
EDGE TO EDGE OF VERTICAL END BEAMS
NOT SHOWN FOR CLARITY
VERTICAL SIDE SEALS
NOTE:
NOT SHOWN FOR CLARITY
AND WHEEL ASSEMBLIES
TOP SEALS, BOTTOM SEALS
NOTE:
S-504
0.000
0.002
XXXX
FABRICATED
XX,XXX LBS
93.65 FEET
DESIGN HEAD
SCALE: •" = 1'-0" SCALE: •" = 1'-0"SCALE: •" = 1'-0"
DRAIN HOLES OR WELD ACCESS HOLES.
2. TOP AND BOTTOM BUILT-UP GIRDERS DO NOT CONTAIN
SEE SHEET S-401 FOR GENERAL NOTES.1.
S-503
S-503
S-403
A SECTION VIEW
S-403
B SECTION VIEW
S-403
C VIEW
0 1' 2' 3'
SCALE: ƒ" = 1'-0"
NOTES:
S-403
D SECTION VIEW
45°
R
1'- 0"
SCALE: 1"=1'
SHOWN FOR CLARITY.
WHEEL ASSEMBLIES NOT
BOTTOM SEALS AND
NOTE:
S-403
D
F Y S -4
.d g n
S-502
0.000
0.002
GIRDER FLANGE
TO D.S. EDGE OF
CENTERLINE WHEELS
S-403S-403
S-403 S-403
S-403 S-403
D E
C
M
B O
W D
E N J J
O H
N S
O N
P L
A N
S E
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V A
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N
B .E J
O R
D A
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M E
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0.000
0.002
†" X 5ƒ" PL.
†" X 6•" PL.
ƒ" PL. PL., TYP
1 •" ROUND
TYP.
1" MAX. R
W12X58
"2
"8
8"
"16
5 "4 ƒ" SKIN PL.
SEAL, TYP.
RUBBER
J SEAL, TYP.
ƒ" SKIN PL.
1" R, TYP.
TYP.
1•" R
1•" R TYP.
W12X58, TYP.
1" R, TYP.
BUILT-UP GIRDER
BOTTOM ƒ"
INTERCOSTAL PL.
†" X 6"
INTERCOSTAL PL.
†" X 6"
RUBBER SEAL, TYP
W12X58
TOP GIRDER
RUBBER SEAL
W12X58 ƒ" SKIN PL.
W12X58
W12X58
W12X58
1 •" R, TYP.
•" X 2" SEAL PL.
INTO SEAL PL. TYP.
DRILLED AND TAPPED
HEAD HEX SCREWS,
PLATED COUNTERSUNK FLAT
•" DIA. ASTM A307 ZINC
DRILL AND TAPPED INTO SEAL PL. TYP.
COUNTERSUNK FLAT HEAD HEX SCREW,
•" DIA. ASTM A307 ZINC PLATED
WITH RUBBER SEAL, TYP.
RADIUS AT CORNER CONTACT
4" X ƒ" CLAMP PL., 1/4"
WITH RUBBER SEAL, TYP.
RADIUS AT CORNER CONTACT
4•" X ƒ" CLAMP PL., 1/4"
WITH RUBBER SEAL, TYP.
RADIUS AT CORNER CONTACT
4" X ƒ" SEAL PL., 1/4"
INTERCOSTAL PL
†" X 6"
†" INTERCOSTAL PL
(FCM) TYP.
LIFTING LUG,
1" PL, TYP.
LIFTING LUG (FCM)
1" PL (FCM), TYP
LIFTING LUG
ƒ" SKIN PL
GIRDER PLATE.
DRILL AND TAPPED •" DEEP INTO ƒ"
COUNTERSUNK FLAT HEAD HEX SCREWs
•" DIA. ASTM A307 ZINC PLATED
RUBBER SEAL, TYPICAL.
AT CORNER CONTACT WITH
4" X ƒ" CLAMP PL., ‚" RADIUS
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TYP.
M.T. 100% U.T. 100%
C.J.P.
SCALE: 3"=1'-0"S-401
1 DETAIL
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100% U.T. 100% C.J.P.
SCALE: 3"=1'-0"S-501
D VIEW
NOTES:
WITH RUBBER SEAL, TYPICAL.
SEAL BEARING PL. HAS ‚" RADIUS AT CORNER CONTACT 3.
BEYOND THE NUT. •" STICK-OUT
ALL BOLT LENGTHS SHALL BE SIZED TO PROVIDE A MINIMUM OF2.
FOR GENERAL NOTES, SEE SHEET S-401.1.
CLOF GATE
R
R
5•
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100%
TYP.
M.T. 100%
U.T. 100%
C.J.P.
CL OF LIFTING LUG
TYP.
M.T. 100% U.T. 100% C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TO BOTTOM GIRDER
SEAL BAR
S-501
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
SCALE: 3" = 1'-0"
12"9"6"3"
H U
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D
DETAIL
DETAIL
S-401
DETAIL
S-401
S-401
J
C A
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C A
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D E
T A
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S S
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B .E J
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P L
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F Y S -5
.D
G N
D E
C
D S
U L L
IV
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TYP.
M.T. 100% U.T. 100%
C.J.P.
GRIND FLUSH
M.T. 100% U.T. 100%
C.J.P.
†" X 5" PL. TYP.
1„" PL.
1" R TYP
ƒ" BUILTUP GIRDER
1" R TYP.
†" INTERCOSTAL PL
W10X45 TYP.
TYP.
1" R. MAX.
4"
"8
4"2 ƒ" SKIN PL.
"2
4 "2
1" "2
Ø9/16 (TYP)
…" PLATE
T
Y P
‚" (TYP)
DRILLED AND TAPPED INTO SEAL PL.
COUNTERSUNK FLAT HEAD HEX SCREWS
•" DIA. ASTM A307 ZINC PLATED
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" SEAL PL., ‚"
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" CLAMP PL., ‚"
•" INTO SEAL PL.
SCREWS DRILLED AND TAPPED
COUNTERSUNK FLAT HEAD HEX
•" DIA. ASTM A307 ZINC PLATED
…" X 6" INTERCOSTAL PL
†" INTERCOSTAL PL
1" PL, TYP.
LIFTING LUG (FCM)
1" PL, TYPICAL
LIFTING LUG
LIFTING LUG (FCM), TYP.
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" SEAL PL., ‚"
VERTICAL END BEAM
1" R TYP
W10X45
1" R TYP
W10X45
•" SKIN PL
†" INTERCOSTAL PL
ƒ" SKIN PL
•" SKIN PL
GIRDER
TOP BUILT-UP
†" INTERCOSTAL PL
…" X 6" INTERCOSTAL PL
ƒ" RUBBER SEAL
INTO THE SKIN PLATE
DRILLED AND TAPPED
HEAD HEX SCREWS
COUNTERSUNK FLAT
ZINC PLATED
•" DIA. ASTM A307
W6X12
SEAL, TYPICAL.
CONTACT WITH RUBBER
‚" RADIUS AT CORNER
4 •" X ƒ" CLAMP PL., •" X 2" SEAL BAR.
•" X 2" X 8'-5" PL.
2ƒ" R TYP.
END BEAM
RUBBER SEAL, TYPICAL.
AT CORNER CONTACT WITH
4" X ƒ" CLAMP PL., ‚" RADIUS
45°
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US Army Corps
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TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
DETAIL
SCALE: 3"=1'-0"S-402
A
TYP.
M.T. 100%
TYP.
M.T. 100%
GIRDER FLANGE
PROFILE OF D.S. BOTTOM
GRIND TO MATCH
M.T. 100%
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
NOTES:
0 6" 1' 2'
SCALE:1-1/2"=1'
CONTACT WITH RUBBER SEAL, TYPICAL.
SEAL BEARING PL. HAS ‚" RADIUS AT CORNER3.
BEYOND THE NUT.
PROVIDE A MINIMUM OF •" STICK-OUT
ALL BOLT LENGTHS SHALL BE SIZED TO2.
FOR GENERAL NOTES, SEE SHEET S-401.1.
NOTE: GUIDE SHOE NOT SHOWN FOR CLARITY.
S-502
S-402
DETAIL
S-402
DETAIL
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
S-402
1 DETAIL
SCALE: 3"=1'-0"
S-502
D
SCALE: 3"=1'-0"
VIEW 0
SCALE: 3" = 1'-0"
12"9"6"3"
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
H U
N T
IN
G T
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W E
S T V
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S-502
TYP.
M.T. 100% U.T. 100%
C.J.P.
SCALE: 3"=1'-0"
D E
T A
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S S
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F
F A
L L S E
M E
R G
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D E
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F Y S -5
.D
G N
GUIDE BLOCK DETAIL
S-401
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100% C.J.P.
2" R R
DRILL AND TAPPED INTO SEAL PL.
FLAT HEAD HEX SCREWS,
PLATED COUNTERSUNK
•" DIA. ASTM A307 ZINC
6 •" PL.
†" X ƒ" PL.
PL., TYP
1 •" ROUND
"16
1" R TYP
ƒ" BUILTUP GIRDER
SEAL, TYPICAL.
CONTACT WITH RUBBER
‚" RADIUS AT CORNER
4 •" X ƒ" CLAMP PL., †" INTERCOSTAL PL
W12X58
TYP.
1" R. MAX.
"16
"8
4"4 ƒ" SKIN PL.
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" SEAL PL., ‚"
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" CLAMP PL., ‚"
†" X 6" INTERCOSTAL PL
1" PL, TYP.
LIFTING LUG (FCM)
1" PL, TYPICAL
LIFTING LUG
LIFTING LUG (FCM), TYP.
WITH RUBBER SEAL, TYPICAL.
RADIUS AT CORNER CONTACT
4" X ƒ" SEAL PL., ‚"
VERTICAL END BEAM
1" R TYP
2" R TYP.
W12X58
1" R TYP
W12X58
TOP GIRDER
ƒ" SKIN PL
†" INTERCOSTAL PL
ƒ" SKIN PL ƒ" SKIN PL
1" R TYP.
DRILL AND TAPPED INTO SKIN PL.
COUNTERSUNK FLAT HEAD HEX SCREW
•" DIA. ASTM A307 ZINC PLATED
1'-0" R ƒ" RUBBER SEAL ƒ" SKIN PL
•" X 2" SEAL PL.
RUBBER SEAL, TYPICAL.
AT CORNER CONTACT WITH
4" X ƒ" CLAMP PL., ‚" RADIUS ƒ" SKIN PL ƒ" X 4" SEAL BAR ƒ" X 4" SEAL BAR
TOP EDGE ƒ" SKIN PL
45°
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
DRILL AND TAPPED INTO SEAL PL.
FLAT HEAD HEX SCREWS,
PLATED COUNTERSUNK
•" DIA. ASTM A307 ZINC
DETAIL
SCALE: 3"=1'-0"S-503
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
NOTES:
0 6" 1' 2'
SCALE:1-1/2"=1'
CONTACT WITH RUBBER SEAL, TYPICAL.
SEAL BEARING PL. HAS ‚" RADIUS AT CORNER3.
BEYOND THE NUT.
PROVIDE A MINIMUM OF •" STICK-OUT
ALL BOLT LENGTHS SHALL BE SIZED TO2.
FOR GENERAL NOTES, SEE SHEET S-401.1.
S-503
S-503
2 DETAIL
S-503
3DETAIL
SCALE: 3"=1'-0" SCALE: 3"=1'-0"
S-503
4 DETAIL
SCALE: 3"=1'-0"
S-503
D
SCALE: 3"=1'-0"
D
VIEW 0
SCALE: 3" = 1'-0"
12"9"6"3"
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
†" INTERCOSTAL PL
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
IG
T H S
T R
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IN
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IN
A
D
A R
L
IN
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V E
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IN
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IS
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IC
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A R
M Y C
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IN
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T
N O
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A R
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IN
A F
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A M S
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V
IC
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A T
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C U
R E
N O
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H C
A R
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IN
A B E
V E
R E
T T J
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D A
N D
A M E
M E
R G
E N
C Y G
A T
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A B
R
IC
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IO
N O
F G
A T
E S
D S
U L L
IV
A N
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S
IZ
E
S -5
.D
G N
S-503
D E
T A
IL
S S
H E
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F
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T
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D A
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M E
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C Y G
A T
E
J
C A
S T
O
J
C A
S T
O
P L
U F F
D E
C
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100%
45°
SCALE: 3"=1'-0"
SEAL BAR DETAIL
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100%
C.J.P.
TYP.
M.T. 100% U.T. 100% C.J.P.
GRIND SMOOTH
TYP.
M.T. 100% U.T. 100% C.J.P.
TYP.
M.T. 100% C.J.P.
R
2" R
2"
5" DIA.
Œ" DIA
ALLOY BUTTON ANODE
POTENTIAL MAGNESIUM
2x5 RCE HIGH
END BEAM
ƒ" VERTICAL
"4
"4
1" 2"2"1"
2"1"
4"4"
"4 ƒ
"4
"2
P
A C
E
A C
2"1"
2"1"
A C
"4
"4
2"1"
4"
"4
"2
2"1"
2"1" "4
A C
A C
1" 2"
1" 2"
4"
A C
7"
•" SKIN PL
ƒ" X 4" SEAL BAR ƒ" X 4" SEAL BAR
TOP EDGE •" SKIN PL
AVOID WELD
CLIP CORNER TO
ƒ" PL. ƒ" PL. ƒ" PL.
ƒ" PL. ƒ" PL.ƒ" X 4" SEAL BAR
SKIN PL
•" X 2" SEAL BAR
BOTTOM EDGE GATE
ƒ" X 4•" CLAMP PL ƒ" X 4" CLAMP PL
SKIN PL
ƒ" X 4" SEAL PL
SIDE SEAL
BOTTOM SEAL
END BEAM PL
SKIN PL
SEAL BULB DEFLECTION
TO ALLOW FOR SIDE
FACE OF BOTTOM SEAL
MILL „" FROM OUTSIDE
ƒ" PL.
WASHER AND NUT
BOLT W/ LOCK
GALVANIZED
HOT DIPPED
•" DIA ASTM 307
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
2"1"
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
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
A
M A
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S U
B M
IT
T E
D B
Y
D A
T E
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C H
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S
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
NOTES:
FOR GENERAL NOTES, SEE SHEET S-401.1.
N.T.S.
TOP AND SIDE SEAL DETAIL
FALLS EMERGENCY GATE
JORDAN SERVICE GATE
WASHER AND NUT
BOLT W/ LOCK
DIPPED GALVANIZED
ASTM 307 HOT
WITH •" DIA
ANODE CONNECTED
ALLOY BUTTON
POTENTIALMAGNESIUM
2X5 RCE HIGH
NOTE:
S-504S-403
N.T.S.
S H
E E
T O
F
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S S
E R
V
IC
E A
N D E
M E
R G
E N
C Y G
A T
E
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
IG
T H S
T R
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T H
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T
IN
G T
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T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
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IS
T R
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T U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
W A
K E F
O R
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T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M S
E R
V
IC
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A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E
V E
R E
T T J
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D A
N D
A M E
M E
R G
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C Y G
A T
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A B
R
IC
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N O
F G
A T
E S
H U
N T
IN
G T
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W E
S T V
IR
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IN
IA
E
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T H S
T R
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IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
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N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
D S
U L L
IV
A N
ANODE CONNECTION
ANODE DETAIL
N.T.S.
N.T.S. N.T.S.
S-402
S-401
BOTTOM SEAL DETAIL
FALLS EMERGENCY GATE
JORDAN SERVICE GATE
N.T.S.
D E
C
F Y S -5
.d g n
J
C A
S T
O
M
B O
W D
E N
P L
U F F
N.T.S.
SEAL PLATE DETAIL
SIDE SEAL CLAMP AND
JORDAN SERVICE GATE
AND SEAL PLATE DETAIL
TOP SEAL CLAMP
JORDAN SERVICE GATE
PLATE DETAIL
BOTTOM SEAL CLAMP
JORDAN SERVICE GATE
N.T.S. N.T.S. N.T.S.
N.T.S.
PLATE DETAIL
BOTTOM SEAL CLAMP
FALLS EMERGENCY GATE
AND SEAL PLATE DETAIL
TOP SEAL CLAMP
FALLS EMERGENCY GATE
SEAL PLATE DETAIL
SIDE SEAL CLAMP AND
FALLS EMERGENCY GATE
TOP CORNER SEAL BAR DETAIL
N.T.S.
BOTTOM CORNER SEAL BAR DETAIL
EMERGENCY GATES
BOTTOM CORNER SEAL BAR DETAIL
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
TYP.
M.T. 100%
GRIND SMOOTH
TYP.
M.T. 100% U.T. 100% C.J.P.
TYP.
M.T. 100% C.J.P.
GRIND SMOOTH
TYP.
M.T. 100% U.T. 100% C.J.P.
TYP.
M.T. 100% C.J.P.
TYP.
M.T. 100%
6 ƒ"
"4
"4
1" 2"2"1"
2"1"
"4
A C
A C
2"1"
2"1" "4
4" 4" "2
A C
Ž
Ž
7"
AVOID WELD
CLIP CORNER TO
ƒ" X 4" SEAL BAR
SKIN PL
•" X 2" SEAL BAR
BOTTOM EDGE GATE
ƒ" X 4•" CLAMP PL ƒ" X 4" CLAMP PL
SKIN PL
ƒ" X 4" SEAL PL
SIDE SEAL
BOTTOM SEAL
END BEAM PL
SKIN PL
SEAL BULB DEFLECTION
TO ALLOW FOR SIDE
FACE OF BOTTOM SEAL
MILL „" FROM OUTSIDE
ƒ" PL. ƒ" PL. ƒ" PL.
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
CLAMP BARS
AN ADDITIONAL „" IN
HOLE TO BE RECESSED
COUNTERSUNK SCREWS.
Œ" DIA BOLT HOLE FOR
2"1"
F
IL
E N
A M
E
D R
A W
IN
G C
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E
D R
A W
N B
Y
S O
L
IC
IT
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IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
NOTES:
FOR GENERAL NOTES, SEE SHEET S-401.1.
N.T.S.
TOP AND SIDE SEAL DETAIL
JORDAN EMERGENCY GATE
OPTION 1
S-505
N.T.S. N.T.S.
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
IG
T H S
T R
E E
T H
U N
T
IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
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P S O
F E
N G
IN
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W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
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IL
M
IN
G T
O N D
IS
T R
IC
T U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
W A
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T
N O
R T
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A R
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IN
A F
A L L S D
A M S
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V
IC
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A T
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C U
R E
N O
R T
H C
A R
O L
IN
A B E
V E
R E
T T J
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D A
N D
A M E
M E
R G
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C Y G
A T
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A B
R
IC
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N O
F G
A T
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H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
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T H S
T R
E E
T H
U N
T
IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
D S
U L L
IV
A N
N.T.S.
BOTTOM SEAL DETAIL
JORDAN EMERGENCY GATE
OPTION 1
N.T.S.
D E
C
F Y S -5
.d g n
J
C A
S T
O
P L
U F F
S H
E E
T O
F
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S O
P T
IO
N
S E
R V
IC
E A
N D E
M E
R G
E N
C Y G
A T
E
J
C A
S T
O
N.T.S.
N.T.S.
BOTTOM CORNER SEAL BAR DETAIL
EMERGENCY GATE
BOTTOM CORNER SEAL BAR DETAIL
SEAL PLATE DETAIL
SIDE SEAL CLAMP AND
JORDAN EMERGENCY GATE
OPTION 1
SEAL PLATE DETAIL
TOP CLAMP AND
JORDAN EMERGENCY GATE
OPTION 1
SEAL PLATE DETAIL
BOTTOM SEAL CLAMP AND
JORDAN EMERGENCY GATE
OPTION 1
TYP.
M.T. 100%
TYP.
M.T. 100%
GRIND SMOOTH
TYP.
M.T. 100% U.T. 100% C.J.P.
TYP.
M.T. 100% C.J.P.
TYP.
M.T. 100%
S
P
A
B
C D
E F
G H
I J
K L
M N
O R
Q 0.125 --
SKIN PLATE
TT
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
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
A
M A
R K
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
S-701
NOTES:
0 1' 2' 4'
SCALE: •" = 1'-0"
D S
U L L
IV
A N
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
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IL
M
IN
G T
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IS
T R
IC
T U .S
A R
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F E
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IN
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IN
G T
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W E
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IN
IA
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T H
U N
T
IN
G T
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IS
T R
IC
T
D S
P C
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
W A
K E F
O R
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T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M S
E R
V
IC
E G
A T
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O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E
V E
R E
T T J
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D A
N D
A M E
M E
R G
E N
C Y G
A T
E F
A B
R
IC
A T
IO
N O
F G
A T
E S
ELEVATION END VIEW
PLAN
DIMENSION
A
B
C
D
E
F
G
H
I
J
K
OVERALL HEIGHT OF FRAMING
OUT
CALL
L
M
N
O
P
Q
OUTSIDE EDGE TO EDGE OF VERTICAL
G9 BOTTOM FLANGE EDGE TO BOTTOM GIRDER TOP EDGE
TOP GIRDER BOTTOM EDGE TO G1 BOTTOM FLANGE EDGE
G1 BOTTOM FLANGE EDGE TO G2 BOTTOM FLANGE EDGES
G2 BOTTOM FLANGE EDGE TO G3 BOTTOM FLANGE EDGES
G3 BOTTOM FLANGE EDGE TO G4 BOTTOM FLANGE EDGES
G4 BOTTOM FLANGE EDGE TO G5 BOTTOM FLANGE EDGES
G5 BOTTOM FLANGE EDGE TO G6 BOTTOM FLANGE EDGES
G6 BOTTOM FLANGE EDGE TO G7 BOTTOM FLANGE EDGES
G7 BOTTOM FLANGE EDGE TO G8 BOTTOM FLANGE EDGES
G8 BOTTOM FLANGE EDGE TO G9 BOTTOM FLANGE EDGES
OVERALL HEIGHT
SKIN PLATE FLATNESS
S
U*
R*
T
DESCRIPTION
OUTSIDE EDGE TO EDGE OF FRAME
INSIDE EDGE TO INSIDE EDGE OF LIFTING LUGS
DIAGONAL CORNER TO CORNER OF FRAME
DIAGONAL CORNER TO CORNER OF FRAME
F Y S -7
.d g n
ALL STRUCTURAL FRAMING SHOWN ON THIS SHEET.2.
FOR GENERAL NOTES SEE SHEET S-401.1.
V -
ALIGNMENT
WHEEL
0.0625 -- V
WHEEL ASSEMBLY ALIGNMENT
* MEASURE AT EACH POSSIBLE LOCATION
WHEEL CENTER TO DOWNSTREAM EDGE
CENTER OF LIFTING LUG PICK UP TO SKIN PLATE EDGE
U
OUTSIDE EDGE TO EDGE OF LIFTING LUG
J
C A
S T
O
J
C A
S T
O
P L
U F F
D E
C
C O
N T
R O
L D
IM
E N
S
IO
N S
H E
E T
B .E J
O R
D A
N S
E R
V
IC
E G
A T
U
R
V V
W
A
B
C
D
G H
I J
K L
M N
O P
Q R
S 0.125 --
SKIN PLATE
E F
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
S O
L
IC
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A T
IO
N N
O
D E
S
IG
N E
D B
Y
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S C
R
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N
A
M A
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D B
Y
D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
S-702
NOTES:
0 1' 2' 4'
SCALE: •" = 1'-0"
D S
U L L
IV
A N
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
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IL
M
IN
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IS
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IC
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
IG
T H S
T R
E E
T H
U N
T
IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
ELEVATION END VIEW
PLAN
DIMENSION
A
B
C
D
E
F
G
H
I
J
K
OVERALL HEIGHT OF FRAMING
OUT
CALL
L
M
P
Q
R
S
OUTSIDE EDGE TO EDGE OF VERTICAL
G11 BOTTOM FLANGE EDGE TO BOTTOM GIRDER TOP EDGE
TOP GIRDER BOTTOM EDGE TO G1 BOTTOM FLANGE EDGE
G1 BOTTOM FLANGE EDGE TO G2 BOTTOM FLANGE EDGES
G2 BOTTOM FLANGE EDGE TO G3 BOTTOM FLANGE EDGES
G3 BOTTOM FLANGE EDGE TO G4 BOTTOM FLANGE EDGES
G4 BOTTOM FLANGE EDGE TO G5 BOTTOM FLANGE EDGES
G5 BOTTOM FLANGE EDGE TO G6 BOTTOM FLANGE EDGES
G6 BOTTOM FLANGE EDGE TO G7 BOTTOM FLANGE EDGES
G7 BOTTOM FLANGE EDGE TO G8 BOTTOM FLANGE EDGES
G8 BOTTOM FLANGE EDGE TO G9 BOTTOM FLANGE EDGES
OVERALL HEIGHT
SKIN PLATE FLATNESS
U
W*
T*
V
DESCRIPTION
OUTSIDE EDGE TO EDGE OF FRAME
CENTER TO CENTER OF LIFTING LUG
INSIDE EDGE TO INSIDE EDGE OF LIFTING LUGS
DIAGONAL CORNER TO CORNER OF FRAME
DIAGONAL CORNER TO CORNER OF FRAME
S -7
C O
N T .d g n
ALL STRUCTURAL FRAMING SHOWN ON THIS SHEET.2.
FOR GENERAL NOTES SEE SHEET S-401.1.
X -
ALIGNMENT
WHEEL
0.0625 -- X
WHEEL ASSEMBLY ALIGNMENT
* MEASURE AT EACH POSSIBLE LOCATION
WHEEL CENTER TO DOWNSTREAM EDGE
CENTER OF LIFTING LUG PICK UP TO SKIN PLATE EDGE
W A
K E F
O R
E S
T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A E
M E
R G
E N
C Y G
A T
E S
B E
V E
R E
T T J
O R
D A
N D
A M S
E R
V
IC
E A
D
F
B R
IC
A T
IO
N O
F G
A T
E S
J
C A
S T
O
P L
U F F
N
O
G9 BOTTOM FLANGE EDGE TO G10 BOTTOM FLANGE EDGES
G10 BOTTOM FLANGE EDGE TO G11 BOTTOM FLANGE EDGES
J
C A
S T
O
D E
C
C O
N T
R O
L D
IM
E N
S
IO
N S
H E
E T
F A
L L S E
M E
R G
E N
C Y G
A
S
P
T T
U
A
B
C
D
E F
G H
I J
K L
M N
O R
Q 0.125 --
SKIN PLATE
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
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
A
M A
R K
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
S-703
NOTES:
0 1' 2' 4'
SCALE: •" = 1'-0"
D S
U L L
IV
A N
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
E
IG
T H S
T R
E E
T H
U N
T
IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W A
K E F
O R
E S
T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M S
E R
V
IC
E G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E
V E
R E
T T J
O R
D A
N D
A M E
M E
R G
E N
C Y G
A T
E F
A B
R
IC
A T
IO
N O
F G
A T
E S
ELEVATION END VIEW
PLAN
DIMENSION
A
B
C
D
E
F
G
H
I
J
K
OVERALL HEIGHT OF FRAMING
OUT
CALL
L
M
N
O
P
Q
OUTSIDE EDGE TO EDGE OF VERTICAL
G9 BOTTOM FLANGE EDGE TO BOTTOM GIRDER TOP EDGE
TOP GIRDER BOTTOM EDGE TO G1 BOTTOM FLANGE EDGE
G1 BOTTOM FLANGE EDGE TO G2 BOTTOM FLANGE EDGES
G2 BOTTOM FLANGE EDGE TO G3 BOTTOM FLANGE EDGES
G3 BOTTOM FLANGE EDGE TO G4 BOTTOM FLANGE EDGES
G4 BOTTOM FLANGE EDGE TO G5 BOTTOM FLANGE EDGES
G5 BOTTOM FLANGE EDGE TO G6 BOTTOM FLANGE EDGES
G6 BOTTOM FLANGE EDGE TO G7 BOTTOM FLANGE EDGES
G7 BOTTOM FLANGE EDGE TO G8 BOTTOM FLANGE EDGES
G8 BOTTOM FLANGE EDGE TO G9 BOTTOM FLANGE EDGES
OVERALL HEIGHT
SKIN PLATE FLATNESS
S
U*
R*
T
DESCRIPTION
OUTSIDE EDGE TO EDGE OF FRAME
CENTER TO CENTER OF LIFTING LUG
INSIDE EDGE TO INSIDE EDGE OF LIFTING LUGS
DIAGONAL CORNER TO CORNER OF FRAME
DIAGONAL CORNER TO CORNER OF FRAME
F Y S -7
.d g n
ALL STRUCTURAL FRAMING SHOWN ON THIS SHEET.2.
FOR GENERAL NOTES SEE SHEET S-401.1.
V -
ALIGNMENT
WHEEL
0.0625 -- V
WHEEL ASSEMBLY ALIGNMENT
* MEASURE AT EACH POSSIBLE LOCATION
WHEEL CENTER TO DOWNSTREAM EDGE
CENTER OF LIFTING LUG PICK UP TO SKIN PLATE EDGE
J
C A
S T
O
J
C A
S T
O
P L
U F F
C O
N T
R O
L D
IM
E N
S
IO
N S
H E
E T
O P
T
IO
N
B .E J
O R
D A
N E
M E
R G
E N
C Y G
A
D
C
S
T R
O K
E ƒ ƒ
(SEE M-503)
STEM GUIDE
(NOTE 2)
STUD BOLTS
Ø7" ROD
Ø12" BORE
CYLINDER BORE
0 1' 2' 3'
SCALE: ƒ"=1'
M-201
A
A M-201
J F
U H
R
H O
IS
T D
E T
A
IL
S B .E J
O R
D A
N S
E R
V
IC
E G
A T
E
M-201
R S
P A
R K
S
A M-201
J F
U H
R
R S
P A
R K
S
B
R U
N D
G R
E N
P
D E
W E
E S
E
D E
C E
M B
E R
NOTES:
EL. 240.0
EL. 218.0
EL. 193.0
EL. 169.90
FLOW
EL. 193.0
EL. 217.0
NOTE:
ELEVATION
DOWNSTREAM
MK M-505-4
MK M-505-1
MK M-505-6
MK M-505-8
MK M-505-7
FOR GATE DETAILS
DWG. S-401
REFER TO
EL. 150.0 (GATE CLOSED)
MK. M-505-10
GRADE 8
STEEL - SAE J429
HEX HEAD CAP SCREW
•" - 13
SERVICE GATE - BEJ DAM
4.
3.
2.
1.
PAINT ALL COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.
FROM THE ORIGINAL CONSTRUCTION DRAWINGS.
ALL ELEVATIONS SHOWN ON THIS DRAWING & ON DRAWINGS M-202 & M-203 ARE
TIGHTENED.
SECTIONS & SUB COMPONENTS FULLY ASSEMBLED WITH BOLTS & THREADED CONNECTIONS HAND
HOLES IN 6" 400 LB PIPE FLANGES. THE STEM ASSEMBLIES SHALL BE PROVIDED WITH ALL
AT ALL PIPE STEM FLANGE CONNECTIONS. BOLTS SHALL BE SIZED TO MATCH
PROVIDE (12) ASTM F3125 GR. 325 BOLTS WITH MATCHING NUTS & 2" OD WASHERS
INDICATED. EQUIPMENT INSTALLATION WILL BE BY OTHERS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING GATE, STEM ASSEMBLY, & STEM GUIDES AS
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
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S O
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A T
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N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
H U
N T
IN
G T
O N
W E
S T V
IR
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IN
IA
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IG
T H S
T R
E E
T H
U N
T
IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
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M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
W A
K E F
O R
E S
T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
E R
V
IC
E E
M E
R G
E N
C Y G
A T
E S
F A
B R
IC
A T
IO
N O
F G
A T
9'-3‡"
8"8"
2'-0"
1'-0" ƒ
1'-•"
LIFTING YOKE
MK. M-202-1
0 1' 2' 3'
SCALE: ƒ"=1'
A M-202
M-202
A
M-202
B
M-202
B
MAKE: 1
MK M-202-1
"T Y P
R
M-202
J F
U H
R
H O
IS
T A
S S
E M
B L
Y D
E T
A
IL
S
B .E J
O R
D A
N E
M E
R G
E N
C Y G
A T
E
R S
P A
R K
S
UNIT WT: APPROX. 1070 lb.
0 6" 1' 2'
SCALE: 1-•"=1'
ASTM A53-18, TYPE S, GR. B
MATERIAL: ATSM A709-18 GR. 50 &
A M-202
B M-202
B
R U
N D
G R
E N
P
D E
W E
E S
E
D E
C E
M B
E R
NOTES:
CL PIPE STEMCPIPE STEM L
FLOW
ELEVATION
DOWNSTREAM
EL. 240.0
S
T R
O K
E
EL. 217.0
EL. 218.0
EL. 193.0
EL. 170.0
CL EMERGENCY GATE YOKE
SYM. ABOUT CL
ELEVATION
PLAN OF TOP FLANGE
CL
FOR CYLINDER CONNECTION
WELDED FLANGE CONNECTOR
WEB THICKNESS •"
EXTRA STRONG)
6" Ø PIPE (DOUBLE
CYLINDER CONNECTION
NOTCHED PIPE FOR
REMOVED TO ACCEPT
AREA OF FLANGE TO BE
Š
TYP.
ŠŠ
Š
Š
MK M-505-5 MK M-505-5
MK M-505-2 MK M-505-2
MK M-505-6
MK M-505-8
MK M-505-7
L
L
L
L
L
ACCEPT PIPE & WELD
WEB. CUT FLANGE TO
NOTCH PIPE TO FIT OVER
CJP, 100% UT, TYP.
(BOTTOM PLATE)
P ƒ" X 1'-0•" X 10'-7‡"
LP ƒ" X 11•" X 10'-7‡"
(TOP PLATE)
P •" X 1'-2•" X 10'-7‡"L
(TYP.- 2 PLCS)
PIPE FLANGE
FLANGE TO ACCEPT
MACHINE BOTTOM
(NOTE 2 ON M-201)
STUD BOLTS
GROOVE FEMALE END
FLANGE TONGUE &
400# SLIP ON
(SEE STRUCTURAL DRAWINGS)
P 1" x 11•" x 2'-0"
P 1" x 11•" x 2'-0"
STRONG)
EXTRA
(DOUBLE
6" PIPE
Š
Š BOTH SIDES
GRIND FLUSH
BOTH SIDES
GRIND FLUSH
EL. 150.0 (GATE CLOSED)
NOTE:
FOR GATE DETAILS
DWG. S-403
REFER TO
MK. M-505-10
NOTE: PAINT IN ACCORDANCE WITH 09 97 02.
GATE HOIST YOKE
P 1" x 11•" x 2'-0"
P 1" x 11•" x 2'-0"
EMERGENCY GATE - BEJ (OPTION: SEE NOTE 5)
GRADE 8
STEEL - SAE J429
HEX HEAD CAP SCREW
•" - 13
Ø7" ROD
Ø12" BORE
CYLINDER
TO THE BASE CONTRACT.
NOTE: FABRICATION & INSTALL OF THIS GATE ARE AN OPTION
6.
5.
4.
3.
2.
1.
NOTE 4
TYP.
THE CONTRACT SPECIFICATIONS.
PAINT ALL COMPONENTS IN ACCORDANCE WITH
DELIVERED SHOULD OPTION 1 BE AWARDED.
PART OF THE BASE CONTRACT BUT SHALL BE
ALL ITEMS SHOWN ON THIS DRAWING ARE NOT
OF Š"
USING FILLET WELDS HAVING A MINIMUM SIZE
JOIN XXS PIPE TO PLATES AT ALL JOINTS
B8M CL. 1.
STEEL FASTENERS SHALL BE ASTM A193 GR.
UNLESS OTHERWISE SPECIFIED, STAINLESS
LENGTH.
STRAIGHT TO WITHIN ±1/16" OVER THE ENTIRE
AS SHOWN. THE BEAM WELDMENT SHALL BE
FABRICATE MK. M-202-1 FROM WELDED PLATE
INSTALLATION WILL BE BY OTHERS.
HOIST YOKE AS INDICATED. EQUIPMENT
GATE, STEM ASSEMBLIES, STEM GUIDES, &
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
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
A
M A
R K
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
H U
N T
IN
G T
O N
W E
S T V
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IN
IA
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T H S
T R
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T H
U N
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IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
W A
K E F
O R
E S
T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
E R
V
IC
E E
M E
R G
E N
C Y G
A T
E S
F A
B R
IC
A T
IO
N O
F G
A T
8'-9…"
8"8"
2'-0"
1'-0"
10'-1…"
1'-•"
(SEE M-503)
STEM GUIDE
Ø5•" ROD
Ø10" BORE
CYLINDER BORE
0 1' 2' 3'
SCALE: ƒ"=1'
A M-203
M-203
A
M-203
B
M-203
B
MAKE: 1
MK M-203-1
"T Y P
R
M-203
J F
U H
R
H O
IS
T A
S S
E M
B L
Y D
E T
A
IL
S
F A
L L S E
M E
R G
E N
C Y G
A T
E
R S
P A
R K
S
UNIT WT: APPROX. 1070 lb.
B O T T
O M
P L
0 6" 1' 2'
SCALE: 1-•"=1'
ASTM A53-18, TYPE S, GR. B
MATERIAL: ATSM A709-18 GR. 50 &
A M-203
B M-203
B
R U
N D
G R
E N
P
D E
W E
E S
E
D E
C E
M B
E R
CL PIPE STEMCPIPE STEM L
FLOW
ELEVATION
DOWNSTREAM
EL. 264.0
S
T R
O K
E
EL. 242.0
EL. 220.0
MK M-505-3 MK M-505-3
MK M-505-6
MK M-505-8
MK M-505-7
NOTES:
CL EMERGENCY GATE YOKE
STRONG)
EXTRA
(DOUBLE
6" Ø PIPE
SYM. ABOUT CL
ELEVATION
PLAN VIEW FROM TOP
CL
FOR CYLINDER CONNECTION
WELDED FLANGE CONNECTOR
CYLINDER CONNECTION
NOTCHED PIPE FOR
REMOVED TO ACCEPT
AREA OF FLANGE TO BE
Š
TYP.
Š
L
L
L
L
L
ACCEPT PIPE & WELD
WEB. CUT FLANGE TO
NOTCH PIPE TO FIT OVER
CJP, 100% UT, TYP.
(BOTTOM PLATE)
P ƒ" X 1'-0•" X 10'-7‡"
LP ƒ" X 11•" X 10'-7‡"
(TOP PLATE)
P •" X 1'-2•" X 10'-7‡"L
(TYP.- 2 PLCS)
PIPE FLANGE
FLANGE TO ACCEPT
MACHINE BOTTOM
MK. M-203-1
(NOTE 2 ON M-201)
STUD BOLTS
(SEE STRUCTURAL DRAWINGS)
… Š
Š
Š
TYP.- NOTE 4
P ƒ" x 11•" x 2'-0"
P ƒ" x 11•" x 2'-0"
(NOTE 2 M-201)
STUD BOLTS
Š
BUILT UP BEAM
EXTRA STRONG)
6" PIPE (DOUBLE
BOTH SIDES
GRIND FLUSH
BOTH SIDES
GRIND FLUSH
EL. 200.0 (GATE CLOSED)
NOTE: PAINT IN ACCORDANCE WITH 09 97 02.
GATE HOIST YOKE
FALLS EMERGENCY GATE
FOR GATE DETAILS
DWG. S-402
REFER TONOTE:
P ƒ" x 11•" x 2'-0"
P ƒ" x 11•" x 2'-0"
MK M-505-9
GRADE 8
STEEL - SAE J429
HEX HEAD CAP SCREW
•" - 13
THE CONTRACT SPECIFICATIONS.
PAINT ALL COMPONENTS IN ACCORDANCE WITH
OF Š".
USING FILLET WELDS HAVING A MINIMUM SIZE
JOIN XXS PIPE TO PLATES AT ALL JOINTS
B8M CL. 1.
STEEL FASTENERS SHALL BE ASTM A193 GR.
UNLESS OTHERWISE SPECIFIED, STAINLESS
LENGTH.
STRAIGHT TO WITHIN ±1/16" OVER THE ENTIRE
AS SHOWN. THE BEAM WELDMENT SHALL BE
FABRICATE MK. M-203-1 FROM WELDED PLATE
WILL BE BY OTHERS.
YOKE AS INDICATED. EQUIPMENT INSTALLATION
GATE, STEM ASSEMBLIES,STEM GUIDES, & HOIST
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
5.
4.
3.
2.
1.
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
Y
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
A
M A
R K
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
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
S
IZ
E
H U
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
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IG
T H S
T R
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T H
U N
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IN
G T
O N D
IS
T R
IC
T
D S
P C
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W
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M
IN
G T
O N
N O
R T
H C
A R
O L
IN
A
D
A R
L
IN
G T
O N A
V E
N U
E W
IL
M
IN
G T
O N 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
R S
W A
K E F
O R
E S
T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
E R
V
IC
E E
M E
R G
E N
C Y G
A T
E S
F A
B R
IC
A T
IO
N O
F G
A T
13•"†" 1„" 4„" 3‚" †"
„" ECCENTRICITY
Ø
J
Ø
F
A L
L S
SCALE: 6"=1'
2" 4"1"
„" CLEARANCE
M-501
J F
U H
R
W H
E E
L A
X L E A
S S
E M
B L
Y S
E R
V
IC
E /E
M E
R G
E N
C Y G
A T
E
R S
P A
R K
S
P
D E
W E
E S
E
B
R U
N D
G R
E N
D E
C E
M B
E R
NOTES:
FINAL ADJUSTMENT
LOCATIONS AFTER
STRUCTURE AT THREE
TACK WELD TO GATE
WITH GUIDE SHOE
CLOSING THE COVER
FILL WITH GREASE BEFORE
ITEM QTY. DISCRIPTION MARK
WHEEL ASSEMBLY
8 1 -
1 1 WHEEL
2 1
3 1
4 1
5 1
6 1
7 1
AXLE
BEARING COVER
SEAL RETAINER
BEARING RETAINER
AXLE RETAINER
BEARING SLEEVE
9 1 -
10 14 -
EQUAL
CHESTERTON EPS 30K OR
SEAL 5.5" ODx4.5"IDx •" WIDE
11 6
12 8
13 2
14 1
18" MK M-502-1
16" MK M-502-2
MK M-502-3
MK M-502-8
MK M-502-5
MK M-502-6
MK M-502-7
MK M-502-4
MCMASTER #9557K258 OR EQUAL
WIDTH, DASH NUMBER 261
EPDM O-RING „" FRACTIONAL
MCMASTER #50785K113 OR EQUAL
DRIVE, ‚" NPT
BRASS PIPE PLUG W/HEX HEAD
MCMASTER #5475A24 OR EQUAL
CIRCLE DIAMETER
HOLES ON THE SIDE FOR 4"
**PIN SPANNER WRENCH FOR
WHEEL/AXLE ASSEMBLY
•"-13,1.5" LONG, STAINLESS STL.
FLAT SOCKET HEAD SCREW
STAINLESS STEEL
1.75" LONG W/LOCK WASHER
SOCKET HEAD SCREW •"-13,
STAINLESS STEEL
LONG W/LOCK WASHER
HEX HEAD SCREW …"-16, 1"
7.
6.
5.
4.
3.
2.
1.
WASHERS: ASTM F436, SS316
NUTS: ASTM A194 GRADE 8M
FASTENERS: ASTM A193 GRADE B8M CL. 1
BE AS FOLLOWS:
UNLESS OTHERWISE INDICATED ALL STAINLESS STEEL HARDWARE SHALL
EMERGENCY GATE OPTION 1.
BASE CONTRACT & (14) ASSEMBLIES ARE REQUIRED FOR BEJ
A TOTAL OF (26) WHEEL/AXLE ASSEMBLES ARE REQUIRED FOR THE
ASSEMBLY.
EQUAL & PAINT ALL VISIBLE EDGES OF ALL FASTENERS AFTER
COAT THREADS OF ALL BOLTS & NUTS WITH LOCTITE BLUE 242 OR
ASSEMBLY ONLY.
QUANTITIES SHOWN ON THIS DRAWING ARE FOR ONE WHEEL AXLE
SEE M-502 FOR WHEEL & AXLE DETAILS.
DIAMETER.
WHEELS ARE Ø16 IN DIAMTER & THE B.E.J. WHEELS ARE Ø18 IN
OF THE SAME DESIGN WITH THE ONLY DIFFERENCES BEING THE FALLS
EMERGENCY GATE, AND B.E. JORDAN SERVICE GATE SHALL BE
WHEELS AND AXLES ON FALLS EMERGENCY GATE, B.E. JORDAN
ALL DIMENSIONS ARE IN INCH UNLESS OTHERWISE SPECIFIED.
S-403 BEJ EMERGENCY GATE
S-402 FALLS EMERGENCY GATE
S-401 BEJ SERVICE GATE
FOR GATE ASSEMBLIES SEE:
F
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A M
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D R
A W
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D R
A W
N B
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D B
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D A
T E
C O
N T
R A
C T N
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C H
E C
K E
D B
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U E D
A T
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
"x
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G T
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W E
S T V
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A R
M Y C
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P S O
F E
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O N A
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IN
G T
O N D
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T R
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T U .S
A R
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P S O
F E
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W A
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N O
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H C
A R
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IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
E R
V
IC
E E
M E
R G
E N
C Y G
A T
E S
F A
B R
IC
A T
IO
N O
F G
A T
2.75"
5.50"
1.38" 1.38"
Ø .5
Ø .2
.0
.C
Ø .5
H
Ø .0
.0
Ø .0
.0
Ø .9
Ø .0
2.00"
2.44" 2.25"
5.72"11.95" (REF.)0.56"
15.72"
16.28"
22.00"
Ø .5 d
5.72"
Ø .9
.0
Ø .8
Ø .0
.D
Ø .2
0.50"
0.106" 0.110"
.2
.2
Ø .7
Ø .0
.0
" 0.63"
Ø .7
2.25"
4.50"
Ø .7
Ø .0
.D
Ø .2
0.25"
Ø .5
0.38"
Ø .0
Ø .2
0.06x45°
Ø .5
E
Ø .5
S
0.125" ECCENTRIC
0.50"
SCALE: 6"=1'
2" 4"1"
SCALE: 6"=1'
2" 4"1"
SCALE: 6"=1'
2" 4"1"
SCALE: 3"=1'
3" 6" 9" 12"0
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 6"=1'
2" 4"1"
RO.75
RO.13
USEFUL DEPTH
•"-13, 1.25" MIN.
(x6) DRILL & TAP FOR
Ø .9
(x4) DRILL Ø0.39"
SCALE: 6"=1'
2" 4"1"
RO.125
TYP. ALL EDGES
THE REST OF AXLE, SEE SECTION A-A.
** NOTE: THIS PART TURNED 1/8" ECCENTRIC TO
Ø .4
Ø .3
1"
MIN. USEFUL DEPT
FOR•"-13, 1.25"
(x6) DRILL & TAP
‚" NPT
Š" TAP
DRILL THRU.
Ø3.00"
M-502
A
TYP. ALL EDGES
16 16
2 UNIT WT.: 97 LB.
H1150, MIN YIELD=105 KSI
MATERIAL: ATSM A564 TYPE 630
RO.19
SUPPLIER.
FINALIZED BY BEARING
** NOTE: TOLERANCES TO BE
UNIT WT.: 3.5 LB.
A572 GR. 50
MATERIAL: STEEL ATSM
SPACED)
(x8 EQUALLY
DRILL Ø‹"
Ø3.00"
UNIT WT.: 2 LB.
A572 GR. 50
MATERIAL: STEEL ATSM
UNIT WT.: 9.5 LB.
A572 GR. 50
MATERIAL: STEEL ATSM 3
M-502
W H
E E
L /A
X L E C
O M
P O
N E
N T S
S E
R V
IC
E /E
M E
R G
E N
C Y G
A T
E
TYP. ALL EDGES
•"-13 SCREW
& TAP FOR
(x8) DRILLSCREW
FOR …"-16
(x8) DRILL & TAP
UNIT WT.: 10 LB.
BEARING OR APPROVED EQUAL
RBC LUBRON AQ30 SELF LUBRICATING
MATERIAL: ATSM B148-C95500 (BASE)
UNIT WT.: 3.5 LB.
B 169-15 ALLOY 614 HARD
MATERIAL: ALUMINUM BRONZE ASTMB
B.C.
Ø2.00"
DRILL Œ" THRU
SPACED)
(x6 EQUALLY
SCREW, (x8 EQUALLY SPACED)
FOR •" FLAT SOCKET HEAD
DRILL ،" & COUNTERSINK
‚" NPT
Š", TAP
DRILL THRU.
N
O T
E
N
O T
E
N
O T
E
N
O T
E
MAKE: 26 + 14 (OPTION 1)
MK M-502-8
MAKE: 26 + 14 (OPTION 1)
MK M-502-7
MAKE: 26 + 14 (OPTION 1)
MK M-502-3
MAKE: 26 + 14 (OPTION 1)
MK M-502-5
MAKE: 26 + 14 (OPTION 1)
MK M-502-6
MAKE: 26 + 14 (OPTION 1)
MK M-502-4
MK M-502-2(Ø16") MAKE: 12
MK M-502-1 (Ø18") MAKE: 14 + 14 (OPTION 1)
•" FLAT SOCKET HEAD SCREW
Œ", COUNTERSINK FOR
(x6 EQUALLY SPACED) DRILL
TO 363 BRINELL TO A DEPTH OF •" (MIN.)
** NOTE: WHEEL RIM TO BE HARDENED TO 321
TESTED PER ASTM A504.
** NOTE: WHEEL RIMS TO ULTRASONIC
J F
U H
R
R S
P A
R K
S
B
R U
N D
G R
E N
P
D E
W E
E S
E
UNIT WT.: APPROX 173 LB.
MATERIAL: ATSM A564 TYPE 630 H1150, MIN YIELD=105 KSI
D E
C E
M B
E R
9BEARING COVER
BEARING RETAINERSEAL RETAINER
SLEEVE BEARING
AXLE RETAINER
NOTES:
WHEEL AXLE
SECTION A
6.
5.
4.
3.
2.
1.
CONTRACTOR'S SHOP DRAWINGS.
AS REQUIRED BY THE BEARING MANUFACTURER SHALL BE SHOWN ON THE
BEARINGS TO THE GOVERNMENT FOR APPROVAL. ADDITIONALLY ALL TOLERANCES
CONTRACTOR SHALL SUBMIT PRODUCT DATA & DRAWINGS OF THE SLEEVE
SHALL BE COORDINATED WITH THE SLEEVE BEARING MANUFACTURER. THE
THE TOLERANCES FOR ALL BEARING TO WHEEL & BEARING TO AXLE DIMENSIONS
PAINT FERROUS COMPONENTS IN ACCORDANCE WITH 09 97 02 & 05 59 13.
REFER TO ISO 286 FOR TOLERANCES NOT EXPLICITLY STATED (I.E. S6, E7, ETC.)
(14) Ø18" WHEELS, & FALLS EMERGENCY GATE REQUIRES (12) Ø16" WHEELS.
BEJ SERVICE GATE REQUIRES (14) Ø18" WHEELS, BEJ EMERGENCY GATE REQUIRES
ALL TOLERANCE DIMENSIONS SHALL BE VERIFIED WITH BEARING SUPPLIER.
ROUGHNESS FOR ALL MACHINED SURFACES UNLESS OTHERWISE SHOWN.
WHEEL
F
IL
E N
A M
E
D R
A W
IN
G C
O D
E
D R
A W
N B
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S O
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D B
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D E
S C
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M A
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D B
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D A
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C O
N T
R A
C T N
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C H
E C
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D B
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
"x
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IN
G T
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S T V
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T R
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A R
M Y C
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P S O
F E
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G T
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A R
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IN
A
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A R
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IN
G T
O N A
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IN
G T
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T R
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T U .S
A R
M Y C
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P S O
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W A
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T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
E R
V
IC
E E
M E
R G
E N
C Y G
A T
E S
F A
B R
IC
A T
IO
N O
F G
A T
1'-5"
C L
E A
R A
N
Y
P
Ø
R E
F
7"
N
O T
E
(QTY 3)
MK. M-504-1
(QTY 2)
MK. M-504-5
(QTY 3)
MK. M-504-1
(QTY 3)
MK. M-504-2
MK. M-504-4
MACHINING
WELDMENT &
STEM GUIDE
(QTY 3)
MK. M-504-3
(QTY 6)
COTTER PIN
‰" STAINLESS STEEL
(QTY 6)
WASHER
1" STAINLESS STEEL
NOTE 4
(NOTE 5)
EPOXY ANCHORS
ƒ" STAINLESS STEEL
(QTY 8)
STAINLESS STEEL LOCK NUT
LG (QTY 8)
316 STAINLESS STEEL, 1/2"-13 X 1-3/4"
ASTM A193, SOCKET HEAD CAP SCREW
(QTY 6)
STAINLESS STEEL WASHER
(QTY 6)
STAINLESS STEEL CASTELLATED NUT
TO THE PROJECT FOR USE
IN GUIDES PRIOR TO SHIPMENT
SHOP TEST FIT OF STEM
(QTY 6)
STAINLESS STEEL WASHER
(QTY 6)
STAINLESS STEEL NYLOCK LOCK NUT
(QTY 6)
1" TOTAL HEIGHT
STEEL HEX NUT (CASTELLATED)
1"-8 UNC 2B STAINLESS
®of Engineers
US Army Corps
D A
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D E
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C Y G
A T
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W A
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T
N O
R T
H C
A R
O L
IN
A F
A L L S D
A M E
M E
R G
E N
C Y G
A T
E M
O N
C U
R E
N O
R T
H C
A R
O L
IN
A B E J
O R
D A
N D
A M S
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V
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M E
R G
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C Y G
A T
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F A
B R
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A T
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N O
F G
A T
E S
M-503
SHEET ID
A M-503
A M-503
A M-503
J F
U H
R
R S
P A
R K
S
B
R U
N D
G R
E N
P
D E
W E
E S
E
D E
C E
M B
E R
NOTES:
(NOT SHOWN)
(QTY 8)
1/2" STAINLESS STEEL WASHER
(QTY 6)
NYLOCK LOCK NUT
STAINLESS STEEL
1/2" - 13 UNC 2B
(QTY 6)
SOCKET HD. CAP SCREW
STAINLESS STEEL
•" - 13 UNC 2A x 1-ƒ" LG
ROLLER ASSEMBLY
DIFFERENT THAN INDICATED ON THIS DRAWING.
GUIDES. NOTIFY CONTRACTING OFFICER IN WRITING IF DIMENSION IS FOUND TO BE
FIELD VERIFY DIMENSION TO CENTERLINE OF EXISTING STEMS PRIOR TO FABRICATING STEM
ROD TYPE AS MANUFACTURED BY HILTI OR EQUAL.
PROVIDE EPOXY ANCHORS OF THE HIT-RE V3 EPOXY/HAS THREADED STAINLESS STEEL
SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
INSTALL A MINIMUM OF 3 LBS OF ANODES TO EACH SIDE OF EACH WELDMENT. ANODES
WASHERS: ASTM F436, SS316
NUTS: ASTM A194 GRADE 8M
FASTENERS: ASTM A193 GRADE B8M CL. 1
UNLESS OTHERWISE INDICATED ALL STAINLESS STEEL HARDWARE SHALL BE AS FOLLOWS:
SEE M-504 FOR DETAILS.
OPTION 1.
(4) GUIDE ASSEMBLIES ARE REQUIRED FOR THE BASE CONTRACT & (4) ARE REQURED FOR
QUANTITIES SHOWN ON THIS DRAWING ARE FOR ONE GUIDE ASSEMBLY ONLY. A TOTAL OF
6.
5.
4.
3.
2.
1.
17"
.0
9.00"
14.00"
.2
.0
2.75"
.0
.0
.5
1.25"
.8
(8 HOLES)
BOTH SIDE PLATES
،" DRILL THRU
(8 HOLES)
BOTH SIDE PLATES
Ø.81" COUNTERBORE, .75" DEEP
،" DRILL THRU
.2
.0
AS SHOWN
BOTH ENDS
1"-8 UNC 2A
"16
4.50"
.5
6.50" .7
.3
SCREW
•" FLAT HD. SOCKET
& COUNTERSINK FOR
،" DRILL THRU
.2
2.50"
.0
.2
.5
2.50"2.00"
.0
.69" 1.38" .75"
.7
11"
"16
"4
"8
" TYP16
T
Y P
T
Y P
3" TYP16
" TYP16
"4 110"8
T
Y P
T
Y P
T
Y P
3" TYP
(QTY 2)
•" PLATE
(QTY 2)
•" PLATE
14" TYP
"4
‚" x 45° TYP
9.00"
TYP
THD. LG
1.44"
ASSEMBLY
DRILL AFTER
.38" TYP
(QTY 6)
Ø2•" BOSS
•" PLATE
OPPOSITE PLATE
WITH MATCHING HOLES IN
ALL HOLES MUST BE IN LINE
(6 HOLES)
FOR MK. M-504-2
THRU ALL
Ø1.020"
Ø1.015 "
(2 HOLES)
DRILL ئ" FOR COTTER PIN
ROLLER
GUIDE PAD
GUIDE WELDMENT
NOTES:
MK. M-504-1
MK. M-504-2 MK. M-504-3
MK. M-504-5
MATERIAL: ASTM A572 GR. 50MK. M-504-4
MATERIAL: ASTM A564 TYPE 630, COND. H1150
UNIT WT.: 3.0 LB
UNIT WT.: .85 LB
N O
T E
N O
T E
N O
T E
N O
T E
5.
4.
3.
2.
1.
SLEEVE
TYP.
TYP.
.3
R
UNIT WT.: .85 LB
UNIT WT.: 4.5 LB
.50" TYP
R
ROLLER SHAFT
MATERIAL: SAE 841 BEARING BRONZE (OILITE)
M-504
MATERIAL: ASTM D638-10 (UHMWPE, 65-70 DUROMETER)
UNIT WT.: 108 LB
GUIDE SHOE
MK. M-504-6
UNIT WT.: 5.5 LB
SHIM
GR. 316
MATERIAL: ASTM A276-17 MK. M-504-7
ˆ" THICK
MATERIAL: STAINLESS STEEL D
E
T A
IL
S
S T
E M G
U
ID
E G
U
ID
E S
H O
E
SCALE: 6"=1'
2" 4"1"
SCALE: 6"=1'
2" 4"1" 0
SCALE: 6"=1'
2" 4"1"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 6"=1'
2" 4"1"
SCALE: 3"=1'
3" 6" 9" 12" 0
SCALE: 3"=1'
3" 6" 9" 12"
MATERIAL: ASTM D638-10 (UHMWPE, 65-70 DUROMETER)
TYP.
TO MACHINING
NOTE: STRESS RELIEVE PRIOR
1" T Y P
R
(SEE NOTE ON M-503)
" TYP
13R
" T Y P
R
.2
T
Y P
R
CONTRACTOR SHOP DRAWINGS.
PRESS FIT SLEEVE (MK. M-504-3) INTO ROLLER (MK. M-504-1). COORDINATE FIT WITH UHMWPE SUPPLIER. TOLERANCED FIT SHALL BE SHOWN ON
ON CONTRACTOR SHOP DRAWINGS.
ROLLER PIN (MK. M-504-2) MUST SLIP FIT (RC7) INSIDE OF SLEEVE (MK. M-504-3). FIT SHALL BE COORDINATED WITH MANUFACTURER AND SHOWN
FOR GUIDE ASSEMBLY SEE DRAWING M-503.
THE TOLERANCE FOR ALL DIMENSIONS WITH 3 DECIMAL PLACES SHOWN (.XXX) SHALL BE ±.005 UNLESS OTHERWISE STATED.
THE TOLERANCE FOR ALL DIMENSIONS WITH 2 DECIMAL PLACES SHOWN (.XX) SHALL BE ±.010 UNLESS OTHERWISE STATED.
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®of Engineers
US Army Corps
MAKE 12 + 12 (OPTION 1)
MAKE 12…
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