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CTY RD 11
HWY 52
HWY 83
SOURIS RIVER
PROJECT LOCATION
MINOT A.F.B.
/8 /2
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IN
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C F
G E
O
ID
CTY RD 6
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
2. GEOSPATIAL LOCATION IS APPROXIMATE.
2011 7.5' QUADRANGLE MAPS.
1. TOPOGRAPHIC MAP PARTIAL OF USGS MINOT NORTH DAKOTA
NOTES:
N
B1
VICINITY MAP
SCALE : N. T. S.
N
NN
0 5000 10000
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®of Engineers
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US Army Corps
ID
Sheet
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.9
B
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
A
C-501
FILL
CUT
97-41M
AND NUMBER
BORING LOCATION
P.I. POINT
AND NUMBER
DWG OUTLINE
SHEETPILE
EXIST
MAX
MIN
SST
TYPEXISTING
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EJ
EL
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UGND
WIDTH
WM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SHEET ID X-000
A A
DS
US
DOWN STREAM
UPSTREAM
RIPRAP LIMIT
RW ROCK WEIR
AEW APRON END WALL
RCCP REINFORCED CONCRETE PIPE
SURVEY CONTROL POINT
LAYOUT CONTROL POINT
EXCAVATION
AREA OF ADDITIONAL
WORK LIMITS
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
.T .S
A N
S I
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Y F
T
N A
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WATER MAIN
C. TO C. CENTER TO CENTER
* UNLESS NOTED OTHERWISE ON EACH SHEET
N. T. S. NOT TO SCALE
U.N.O UNLESS NOTED OTHERWISE
D R
A W
IN
G I
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E X A
N D L
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D
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R1-P-64/691
R1-P-64/690
R1-P-64/689
R1-P-64/688
R1-P-64/687
R1-P-64/686
R1-P-64/685
R1-P-64/577
R1-P-64/576
R1-P-64/485
R1-P-64/484
LDARLM30.DGN
LDARLM28.DGN
LDARLM25.DGN
LDARLM24.DGN
LDARLM23.DGN
LDARLM27.DGN
LDARLM22.DGN
DAR7.DGN
DAR4.DGN
DAR46TMG.DGN
DAR27.DGN
BULKHEAD LIFTING BEAM - SLING ASSEMBLY
BULKHEAD LIFTING BEAM - LIFT PLATES AND MISC.
BULKHEAD LIFTING BEAM - HOOK PARTS SHEET 2
BULKHEAD LIFTING BEAM - HOOK PARTS SHEET 1
BULKHEAD LIFTING BEAM - HOOK ASSEMBLY
BULKHEAD LIFTING BEAM - HANDLE & SHAFT ASS'Y, PARTS LIST
BULKHEAD LIFTING BEAM - GENERAL ARRANGEMENT
BULKHEAD - UPSTREAM ELEVATION AND SECTIONS
BULKHEAD - PLAN, DOWNSTREAM ELEVATION AND NOTES
OUTLET STRUCTURE - CONCRETE DETAILS AND SECTIONS
OUTLET STRUCTURE - LOW FLOW OUTLET, ELEVATIONS, PLAN AND TABLE
W E
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S-509
S-508
S-507
S-506
S-505
S-504
S-102
S-503
S-502
S-501
S-302
S-301
S-101
S-001
G-003
G-002
G-001
LDDB_S-509---.DGN
LDDB_S-508---.DGN
LDDB_S-507---.DGN
LDDB_S-506---.DGN
LDDB_S-505---.DGN
LDDB_S-504---.DGN
LDDB_S-102---.DGN
LDDB_S-503---.DGN
LDDB_S-502---.DGN
LDDB_S-501---.DGN
LDDB_S-302---.DGN
LDDB_S-301---.DGN
LDDB_S-101---.DGN
LDDB_S-001---.DGN
LDDB_G-003---.DGN
LDDB_G-002---.DGN
LDDB_G-001---.DGN
EXISTING LIFT BEAM SLING - DETAILS SHEET 6 OF 6
LIFT BEAM MECHANICAL COMPONENTS - DETAILS SHEET 5 OF 6
LIFT BEAM MECHANICAL COMPONENTS - DETAILS SHEET 4 OF 6
LIFT BEAM MECHANICAL COMPONENTS - DETAILS SHEET 3 OF 6
STOPLOG LIFT BEAM - DETAILS SHEET 2 OF 6
STOPLOG LIFT BEAM - DETAILS SHEET 1 OF 6
STOPLOG LIFT BEAM - PLAN VIEW AND SECTIONS
STOPLOG - DETAILS SHEET 3 OF 3
STOPLOG - DETAILS SHEET 2 OF 3
STOPLOG - DETAILS SHEET 1 OF 3
STOPLOG - SECTIONS
STOPLOG - SECTIONS AND DETAIL
STOPLOG - PLAN VIEW AND SECTIONS
GENERAL NOTES AND LOADING DIAGRAM
STRUCTURAL DRAWINGS
DRAWING INDEX AND LEGENDS
VICINITY AND LOCATION MAPS
COVER SHEET
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®of Engineers
US Army Corps of Engineers
US Army Corps
21'-5"12'-0" 12'-0"
U R
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GENERAL NOTES:
FABRICATION NOTES:
LIFTING BEAM DESIGN DATA:
3. PROVIDE ONE (1) LIFTING BEAM.
2. THE LIFTING BEAM IS DESIGNED TO LIFT ONLY ONE BULKHEAD UNIT AT A TIME.
AND PINS IS 4,300 LBS.
1. THE ESTIMATED DRY WEIGHT OF THE LIFTING BEAM, INCLUDING WHEELS, PAINT, WELDS
FLOW
23'-0"
IMPACT = 50%
AND
FRICTION
L.L. = 200 PLF
D.L. = SELF WT.EL. 1598.0
FREEBOARD
NORMAL POOL + 1'-0"
= 25,500 LBS.
STOPLOG SELF WT. PLUS WATER FRICTION APPROX.
EL. 1598.0
FREEBOARD
NORMAL POOL + 1'-0"
EL. 1599.33
SLING NOTES:
/8 /2
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F
S-001
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G E
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E S A
N D L
O A
D
IN
G D
IA
G R
A M
T M
G
T S
U L L
Y
CRANE LIFTING LOAD
1. DESIGN LOADS:
NOTE:
EL. 1598.50
(T
O P O
F S
T O
P L
O G
(T
O P O
F S
T O
P L
O G
TOP OF SILL OF U/S
TOP OF WEIR OF D/S
10'-8 1/4" 10'-8 1/4"
44'-4 1/2"
STOPLOG DESIGN DATA:
5. PROVIDE SIX (6) STOPLOGS.
STOPLOG ELEVATION IS 1599.33 FT.
THE BOTTOM ELEVATION OF THE STOPLOG IS ELEVATION 1584.0 FT.; THE TOP OF THE
ELEVATION 1575.5 FT; THE TOP OF THE STOPLOG IS ELEVATION 1598.5 FT. AT THE WEIR,
23 FEET. AT THE UPSTREAM SILL, THE BOTTOM ELEVATION OF THE STOPLOG IS
4. THE STOPLOGS ARE INTERCHAGEABLE AND ARE DESIGNED FOR A MAXIMUM HEAD OF
3. THE STOPLOGS ARE DESIGNED FOLLOWING THE REQUIREMENTS OF ETL-1110-2-584.
SEALS, PAINT, WELDS AND BOLTS IS 16,500 LBS.
1. THE ESTIMATED DRY WEIGHT OF EACH STOPLOG UNIT, INCLUDING WHEELS, RUBBER
PLUS WATER FRICTION)
(0.5 OF STOPLOG SELF WT.
S
T O
P L
O G
S
E A
C H
S
T O
P L
O G
S
E A
C H
- LOAD TESTING PER BTH TO 125%.
- MAXIMUM CRANE LIFTING LOAD APPROX. = 40,000LBS.
- LIFTING BEAM SELF WEIGHT PLUS WATER FRICTION APPROX. = 6,500 LBS.
- STOPLOG SELF WEIGHT PLUS WATER FRICTION APPROX. = 25,500 LBS.
3. NEW CONNECTING PINS AND HEX NUTS SHALL BE PROVIDED BY THE CONTRACTOR.
SHACKLES SHALL BE FURNISHED BY THE GOVERNMENT.
EXISTING SLING ASSEMBLY TO INCLUDE EXISTING WITH SHACKLES AND SPELTERED 2.
1. USE EXISTING SLING ASSEMBLY.
W E
S -1
-B -0
A4
LIFTING BEAM LOAD DIAGRAM
SCALE: N. T. S.
B3
DETAIL - LOADING DIAGRAM
SCALE: N. T. S.
A3
DETAIL - LOADING DIAGRAM
SCALE: N. T. S.
C4
DETAIL - DOGGED POSITION
SCALE: N. T. S.
B4
DETAIL - LIFTED POSITION
SCALE: N. T. S.
DESIGN LOADS: HORIZONTAL LOAD SEE DETAILS B3 & A3.
NOTE:
M
IN
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L O
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IS
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IF
T
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G B
E A
M
3. SURFACES ARE PAINTED BEFORE BOLTING TOGETHER.
2. ALL BOLTS SHALL CONFORM TO ASTM F3125 GRADE A325 UNLESS NOTED OTHERWISE.
DIMENSIONS AND TOLERANCES SHOWN.
1. FIELD MEASUREMENTS OF THE EXISTING STOPLOG SLOTS SHALL BE TAKEN TO VERIFY OVERALL
ALLOW PAINTING, OTHER BOLTS ARE HEXAGON HEAD WITH HEX NUTS AND WASHERS.
SPACING SHALL NOT EXCEED 4 INCHES ON CENTER, AND SHALL BE TORQUED TO SEAL MANUFACTURER'S
PLATE SHALL BE FABRICATED FROM ONE PIECE OF STEEL.
JOINT DETAILS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. NOTE, SKIN
AND SHALL BE 100% RT AND UT TESTED AS PER THE SPECIFICATIONS. LOCATIONS OF SPLICES AND
OFFICER. ALL SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS GROUND FLUSH
13. THERE SHALL BE NO SPLICES IN PLATES UNLESS SUBMITTED AND APPROVED BY THE CONTRACTING
SEE SPECIFICATION 09 97 02.
PAINTED AND ALLOWED TO COMPLETELY CURE PRIOR TO INSTALLATION OF RUBBER SEALS.
12. AFTER ALL WELDING ARE COMPLETED, ALL WELDS INSPECTED, THE STOPLOGS SHALL BE
THIS DEVIATION SHALL BE SUBMITTED FOR APPROVAL.
TO THE CENTER OF GRAVITY OF THE STOPLOG TO ENSURE THAT THE STOPLOG HANGS LEVEL.
GRAVITY PRIOR TO LOCATING THE LIFTING HOLE. ADJUST THE LOCATION OF THE LIFTING HOLE
11. THE STOPLOG FABRICATOR SHALL HANG THE STOPLOGS AND DETERMINE THE CENTER OF
± 1/8" RADIUS PRIOR TO COATING.
10. ALL CORNERS AND EDGES OF PLATES IN CONTACT WITH RUBBER SEALS SHALL BE ROUNDED
SIDES REGARDLESS OF WHETHER OR NOT NOTED IN WELD SYMBOL TAILS.
9. ALL COMPLETE JOINT PENETRATION (CJP) BUTT WELDS SHALL BE GROUND FLUSH ON BOTH
05 59 13.
8. NONDESTRUCTIVE TESTING OF WELDS SHALL BE IN ACCORDANCE WITH THE SPECIFICATION
ACCESS HOLES SHALL BE WRAPPED WITH THE ADJACENT FILLET WELD OF EQUAL SIZE.
7. ALL WELDS SHALL BE CONTINUOUS AND WATERTIGHT TO SEAL THE STRUCTURE. ALL WELD
PROVIDED FOR GOVERNMENT APPROVAL.
THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE
PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED.
6. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE
FROM ONE PIECE OF STEEL.
PERMISSION FROM THE CONTRACTING OFFICER. NOTE, SKIN PLATE SHALL BE FABRICATED
5. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN
4. ALL WELDING SHALL CONFORM TO AWS D1.5 AND SPECIFICATION 05 59 13.
3. ALL WELDS TO FRACTURE CRITICAL MEMBERS ARE CONSIDERED FRACTURE CRITICAL.
OTHERWISE. THE FOLLOWING MEMBERS ARE NOT CONSIDERED FRACTURE CRITICAL: WHEELS.
2. ALL MEMBERS SHALL BE CONSIDERED FRACTURE CRITICAL MEMBERS UNLESS NOTED
MEMBERS.
STEEL FOR FRACTURE CRITICAL MEMBERS AND ASTM A709 T2 GRADE 50 FOR ALL OTHER
1. ALL STRUCTURAL STEEL, EXCEPT WHEELS SHALL CONFORM TO ASTM A709 GRADE 50 F, ZONE 2
22. STOPLOGS AND LIFTING BEAM SHALL FABRICATED FROM NEW STEEL.
(ASTM D 2240).
STRENGTH OF 3,000 PSI (ASTM D 412) AND A DUROMETER HARDNESS (SHORE TYPE A) OF 60 TO 70
20. ALL RUBBER SEALS SHALL BE OF THE MOLD TYPE ONLY. THE RUBBER SEALS SHALL HAVE A TENSILE
PLANE SHALL NOT EXCEED 1/32"·
MORE THAN 1/64" PER FOOT AND THE MAXIMUM DEVIATION AT ANY POINT FROM TRUE
19. THE SURFACES OF ALL SEAL BACK UP BARS SHALL NOT DEVIATE FROM A TRUE PLANE BY
SHALL CLEARLY IDENTIFY ANY MODIFIED DIMENSIONS.
ALL DIMENSIONS, INCLUDING LENGTH OF FASTENERS BEFORE START OF FABRICATION. SHOP DRAWINGS
18. CORRECT FIT OF PARTS IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL VERIFY
FRACTURE CRITICAL ENDORSEMENT. REFERENCE SPECIFICATIONS FOR FURTHER INFORMATION.
PROGRAM AND IS DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY CBR, IBR, ABR OR HYD WITH
17. SHOP FABRICATOR MUST BE A QUALIFIED FABRICATOR WHO PARTICIPATES IN THE AISC CERTIFICATION
16. ENSURE THAT THE INSIDE OF ALL BOLT HOLES ARE PAINTED IN THE SAME MANNER AS THE STOPLOGS.
15. BOLT HOLES SHALL NOT BE PLACED WITHIN ONE (1) INCH OF VERTICAL STIFFENER WELDS.
DESIGN LOADS: FOR HORIZONTAL LOAD SEE DETAILS A3 & B3.
NOTE:
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®of Engineers
US Army Corps of Engineers
US Army Corps
/2
(TYP.)
4"
W30x108
45'-7" (EXISTING GROOVE SLOT)
P (TYP.)
3/8" GUSSET 3'-3 13/16 " (TYP.)
(TYP.)
W30x108
P (TYP.)
3/8" DIAPHRAGM
BEAMS
UPPER & LOWER
HOLE (TYP.)
(TYP.)
(TYP.)
(TYP.)
W30x108
UPPER BEAM ONLY
4'-11 1/4"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"4'-11 1/4"
44'-4 1/2" (END TO END OF STOPLOG)
22'-2 1/4"22'-2 1/4"
4" C. TO. C.
4" C. TO C.
44'-4 1/2"
16'-0" 16'-0"6'-2 5/16 " (TYP.)
P (TYP.)
DIAPHRAGM
3/4" LIFTING
DIAPHRAGM
3/4" LIFTING
DIAPHRAGM
3/4" LIFTING
P (TYP.)
3/8" DIAPHRAGM
/8
45'-5" (END TO END OF STOPLOG WHEELS)
3/8"x4" P
3/8"x4" P
3/8"x4" P
/4
/4
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -1
D G
N
/0
/1
N K
T S
F
S-101
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
2' 4'0 1'
2' 4'0 1'
C1
S-501
C3
S-501
C1
PLAN VIEW - TOP
SCALE: 1/2" = 1'
C1
S-302
A1
S-301
C1
S-301
CL
CL
C3
S-301
P L
A N V
IE
W A
N D S
E C
T
IO
N S
2' 4'0 1'
L
LL
/2
A N
S I
A1
B1
A1
SECTION - BACK (WET SIDE)
SCALE : 1/2" = 1'
B1
SECTION - FRONT (DRY SIDE)
SCALE : 1/2" = 1'
.9
B
A3
S-301
F L
O W
L
T M
G
T S
U L L
Y
S T
O P
L O
G
L
L
L
W E
S -1
-B -0
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P
3/8" SKIN
3/8" P
P
3/8"x4 1/2"x44'-5"
(TYP.)
W30x108
1'-10"
10 1/8 "
1 1/2 "
/2
(TYP.)
L5 1/2"x3 1/2"x1/2"
WITH NUT (TYP.)
PIN (TYP.)
NUT AND LOCKED
PIN (TYP.)
7 1/8 "
WITH NUT
HEAD BOLT
3/4 "
2 1/2 "
3/8" P
3/8" P
W30x108
3/8" P
P
RETAINER
3/8"x5"
SEAL
BEARING
3/4"x5 1/4"
ALIGNMENT
4'-3"
P
RETAINER
3/8"x5"
SEAL
BEARING
3/4"x5 1/4"
3/8 " (TYP.)
(TYP.)
R 1 1/4"
3 1/8 "
/8
/8
(TYP.)
R 1 1/4"
/2
P
3/4" DIAPHRAGM
REACTION P
3/4"x1'-10"x3'-9 1/4"
P (TYP.)
3/8" DIAPHRAGM
P
3/4" DIAPHRAGM
P
3/4" DIAPHRAGM
2"
/2
/4
/4
P
3/8"x4"x2'-1 5/16"
P
3/8" SKIN
3 1/2 "
/8
/8
PIN
(T Y
P
/8
F O
R L
IF
T
IN
G P
IN
/8 x S
L O
T T
E D
/4
FCM
FCM
FCM
2'-5 7/8 "
3/8"x4" P
P
/8 "x
/8
3/8"x4" P
P
3/8"x44'-5"
P
3/8"x1 3/4"
AND WASHER (TYP.)
HEAD BOLT WITH NUT
/4
1'- 1/4 " 1'-5 3/4 "
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -3
D G
N
/8
A N
S I
D
/0
/1
N K
T S
F
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
L
L
L
L
L
L
1' 2'0 6"A1
SECTION - SIDE
SCALE: 1 1/2" = 1'
L
L
L
L
L
L
L
P AT DIAPHRAGM
3/8" STIFFENER
.9
B
C3
SECTION - DIAPHRAGM
SCALE: N.T.S.
C3
S-502
C3
S-502
1' 2'0 6"
L
L
S-301
POST
S E
C T
IO
N S A
N D D
E T
A
IL
T M
G
T S
U L L
Y
2" (TYP.)
(TYP.)
CPJ, VT
FLOW FLOW
A3
DETAIL
SCALE: 1 1/2" = 1'
L
L
3/8
3/8
(TYP.)
3/8
3/8
(TYP.)
FCM
FCMFCM
FCM
FCM
FCM
FCM
FCM
FCM
1/4
1/4
(TYP.)
S T
O P
L O
G
L
L
L
W E
S -1
-B -0
L
C1
LIFTING MECHANISM
SECTION - DIAPHRAGM AT
SCALE: N. T. S.
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
3/8"x4"x16 3/8"
P
3/8"x4"x1'-7"
P
3/8" SKIN
P
3/8"x4 1/2"
P
3/8"x7"x3'-9 1/4"
J-SEAL
1 1/2" BULB
SEAL
3/4"x 5 1/4" BEARING
(TYP.)
W30x108
P
SPACER
x3'-4 5/8"
3/4"x4"
P
RETAINER
3/8"x4"
P
3/4"x3"
P
3/4"x3"
1'-10"
/4
(TYP.)
10"
(TYP.)
3 1/2 "
3/4 "
/8
REACTION P
3/4"x1'-10"x3'-9 1/4"
1'-10"
/2
/1
(T Y
P
/4
(T Y
P
/2
6"10"
/8
/2
(TYP.)
WASHER
NUT AND
BOLT WITH
SUNK HEAD
COUNTER-
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -3
D G
N
/8
A N
S I
D
/0
/1
N K
T S
F
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
L
L
L
L
1/4
1/4
(TYP.)
1/4
1/4
(TYP.)
3/8
3/8
(TYP.)
L
L
L
L
.9
B
C1
SECTION - AT END
SCALE: N.T.S.
S-302
T M
G
T S
U L L
Y
D3
/4 " (T
Y P
R
1/2
1/2
FLOW
D3
PLATES FOR REACTION PLATE
SECTION - BRACING STIFFENERS
SCALE: 3" = 1' 0 3" 6" 9" 12"
FCM
S T
O P
L O
G
W E
S -1
-B -0
S E
C T
IO
N S
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
GROOVE
STOPLOG
EXISTING
(TYP.)
L5 1/2"x3 1/2"x1/2"
(TYP.)
W30x108
(TYP.)
(TYP.)
W30x108
/1
7 3/16 " 10 1/4 " 3/4 "
/1
P
3/8"x4 1/2"
P
3/8"x7"
BENT P
3/8" EXISTING
J SEAL
1 1/2" BULB
/8
/8
P
3/8"x4"x1'-6"
BENT P
3/8" EXISTING
3 3/4 " 15/16 "
WHEEL
(TYP.)
L5 1/2"x3 1/2"x1/2"
/2
/2
/2
/8
1'-4 1/2 " 6"
J SEAL
1 1/2" BULB
P
RETAINER
3/8"x5"
RETAINER P
3/8"x4"
2"5 1/4 "
SEAL
BEARING
3/4"x5 1/4"
P
3/8" GUSSET
1 1/4 "
RETAINER P
3/8"x5"
REACTION P
3/4"x1'-10"x3'-9 1/4"
REACTION P
3/4"x1'-10"x3'-9 1/4"
SEAL
BEARING
3/4"x5 1/4"
/8
/8
R 1 1/4"
3/8"x4" P
PLATE
3/8" SKIN
SEAL
3/4" BEARING
PLACED ABOVE
SPACER P
3/4"x4"x3'-4 5/8"
3/8"x4" P
P
3/8"x4"x1'-6"
NUT AND WASHER
HEAD BOLT WITH
COUNTERSUNK
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
S I
D
/0
/1
N K
T S
F
S-501
M
IN
O T
N D
L D
D B S -5
D G
N
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
L
L
L
A1
2" R
L
L
L
L
L
L
A1
BULB RUBBER SEAL ASSEMBLY
DETAIL - VERTICAL SOLID
SCALE: N. T. S.
L
.9
B
D E
T A
IL
S S
H E
E T O
F
T M
G
T S
U L L
Y
L
1/4
1/4
C1
GROOVE
DETAIL - STOPLOG END AT
SCALE: N. T. S. C3
DETAIL - STOPLOG END
SCALE: N. T. S.
S T
O P
L O
G
L
W E
S -1
-B -0
L
L
L
C1
S-502
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
3/8" SKIN P
W30x108
P
3/8" SKIN
P
3/8" SKIN
P
3/8"x4"x1'-6"
/8
/2
W30x108
/8
1 1/4 " P
RETAINER
3/8"x5"
SEAL
3/4" BEARING
P
RETAINER
3/8"x5" J SEAL
1 1/2" BULB
SEAL
BEARING
3/4"x 5 1/4"
P
RETAINER
3/8"x4"
RETAINER P
4"
3 1/4 "
3/4 "
DET. "A3"
SEAL - SEE
BEARING
3/4"x5 1/4"
REACTION P
3/4"x1'-10"x3'-9 1/4"
REACTION P
3/4"x1'-10"x3'-9 1/4"
(R
E T
A
IN
E R P
PARAGRAPH 2.1.2.1)
(MATERIAL PER 35 20 14,
1 1/2" BULB J SEAL
PARAGRAPH 2.1.2.1)
(MATERIAL PER 35 20 14,
BEARING SEAL
SEAL
3/4" BEARING
PLACED ABOVE
SPACER P
3/4"x4"x3'-4 5/8"
P
3/8"x1 3/4" 1/8 "
AND WASHER (TYP.)
HEAD BOLT WITH NUT
AND WASHER
HEAD BOLT WITH NUT
NUT AND WASHER
HEAD BOLT WITH
COUNTERSUNK
/4
/4
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
S I
D
/0
/1
N K
T S
F
S-502
M
IN
O T
N D
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
L
L
C1
VERTICAL SEALS ASSEMBLY
DETAIL - HORIZONTAL &
SCALE: N. T. S.
L
L
C3
BULB RUBBER SEAL ASSEMBLY
SECTION - HORIZONTAL SOLID
SCALE: N. T. S.
.9
B
A1
A1
BULB RUBBER SEAL ASSEMBLY
SECTION - VERTICAL SOLID
SCALE: N. T. S.
C3
L
L
L
L
LL
L
A3
DETAIL - BEARING SEAL
SCALE: 3" = 1'
0 3" 6" 9" 12"
/8
R
D E
T A
IL
S S
H E
E T O
F
T M
G
T S
U L L
Y
1/4
1/4
S T
O P
L O
G
W E
S -1
-B -0
/4 "x
S
P A
C E
R P A
B O
V E B
E A
R
IN
G S
E A
L
L
NOTE: RETAINER PLATE CAN BE COMPOSED OF 4 PIECES.
L
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
L D
D B S -5
D G
N
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
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
3" 3 1/8 "
1 1/2 "4"
9/16 "
STEEL WHEEL BOLT
PIN
FOR LOCKED
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
A N
S I
D
/0
/1
N K
T S
F
S-503
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C2 C4
C1
DETAIL - SOLID WHEEL
SCALE : 3" = 1' C2
SECTION
SCALE : 3" = 1' C3
DETAIL - WHEEL BUSHING
SCALE : 6" = 1' C4
SECTION
SCALE : 6" = 1'0 3" 6" 9" 12" 0 3" 6" 9" 12"
B1
DETAIL - WHEEL BOLT
SCALE : 6" = 1' B2
SECTION
SCALE : 6" = 1'
B2
0 3" 4"2"1" 0 3" 4"2"1"
0 3" 4"2"1" 0 3" 4"2"1"
/2
L D
D B S -5
D G
N
D E
T A
IL
S S
H E
E T O
F
T M
G
T S
U L L
Y
5"
NOTE: FAILURE CRITICAL BEARINGMATERIAL: ASTM A 564 RECOMMENDED BY BUSHING MANUFACTURER
TOLERANCE FOR FIT TO WHEEL SHALL BE AS
I.D. TOLERANCE FOR 1" DIA. S.S. WHEEL BOLT AND O.D.
SECT. 35 05 40.17)
WITH BACKER MATERIAL (SEE SPEC.
POLYMER, OR SPRAYED POLYMER COATING
MATERIAL: EXTRUDED POLYMER, FABRIC REINFORCED
4 PER STOPLOG
NOTE: QTY: 6 PER LIFTING BEAM
.9
B
S T
O P
L O
G
W E
S -1
-B -0
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
45'-7" (STOPLOG GROOVE SLOTS)
6'-1 1/4 "
6 1/8 "
44'-2 1/2 " MAIN BEAM CHANNELS (MC12x35)
32'-0" (CENTER TO CENTER OF ALIGNMENT POSTS)
CARRIER
ASSEMBLY
ACTUATOR
5'-3 1/2 " (TYP.)
(TYP.)
ACTUATOR ROD
ARM
ACTUATOR
MC12x35
21'-5" (CENTER TO CENTER STOPLOG PICK UP POINTS)11'-4 3/4 " (TYP.)
BULKHEAD
2 1/8 " 2 1/8 "
C L
R
/2
MC12x35
(TYP.)
CARRIER
DEAD BOLT
SHAFT LEVER
ACTUATOR
P
3/8" DIAPHRAGM
CARRIER
ASSEMBLY
ACTUATOR
(TYP.)
CARRIER
DEAD BOLT
POST (TYP.)
ALIGNMENT
P
3/4" DIAPHRAGM
POST (TYP.)
45'-5" (END TO END OF STOPLOG PICK UP BEAM)
7 1/4 "
/2
6'-8 1/2 " /4
3'-0" (TYP.)
7 1/4 "
45'-5"
11'-6"
1"
6"
(TYP.)
HSS 12x8x1/2
(TYP.)
HSS 12x8x1/2
/2
BOLT (TYP.)
/2
/8
OF TAG LINE (TYP.)
FOR ATTACHMENT
STREAM FLANGE
UPSTREAM AND DOWN-
UP BEAM
STOPLOG PICK
BEAM
PICK UP
STOPLOG
BEAM
PICK UP
STOPLOG
21'-5" (CENTER TO CENTER STOPLOG PICKUP POINTS)
P
3/4" DIAPHRAGM
PIN (TYP.)
FOR CONNECTING
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -1
D G
N
/2
A N
S I
D
/0
/1
N K
T S
F
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C1
PLAN VIEW - TOP
SCALE 1/2" = 1'
B1
SECTION - FRONT
SCALE 1/2" = 1'
CL
C1
S-504
B1
S-505
CL
B1
A1
S-504
2' 4'0 1'
2' 4'0 1'
S-102
.9
B
A1
S-506
2' 4'0 1'
A1
L
A N V
IE
W A
N D S
E C
T
IO
N S
L
L
B2
S-508
L
T M
P
T S
U L L
Y
F L
O W
S T
O P
L O
G L
IF
T B
E A
M
A1
STOPLOG AND PICK UP BEAM
SECTION - RELATION BETWEEN
SCALE 1/2" = 1'
W E
S -1
-B -0
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
C3
S-506
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
PICK UP BEAM
S
T O
P L
O G G
R O
O V
E W
ID
T
H
GROOVE
STOPLOG
EXISTING
(TYP.)
MC12x35
MC12x35
BENT P
3/8" EXISTING
(C E
N T
E R O
F P
IC
K U
P B
E A
M
/8
PLATE
1/2" BENT
1"
6"
2 1/2 "
6"
1/2" PLATE
1 3/4 "
GROOVE
STOPLOG
EXISTING
GROOVE
STOPLOG
EXISTING
WHEEL
END
(TYP.)
WHEEL
WHEEL
SIDE
3/4 " 3/4 "
1'-9 1/2 "
1'-8"
5"6
4 1/8 "
1/2" P
1/2" P
WHEEL
END
WHEEL
END
/4
/4
/8
1'-8"
1'-4 1/2 "
10"
5"
BOLT (TYP.)
STEEL WHEEL
HOLE
DRAIN
3 1/2"6 1/2"
GROOVE
STOPLOG
EXISTING
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -5
D G
N
A N
S I
D
/0
/1
N K
T J L
S-504
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C1
GROOVE
DETAIL - PICK UP BEAM AT
SCALE: N.T.S.
A1
GUIDE ASSEMBLY
DETAIL - PICK UP BEAM END
SCALE 3" = 1'
C3
GUIDE ASSEMBLY
SECTION - PICK UP BEAM END
SCALE: 3" = 1' 0 3" 6" 9" 12"
0 3" 6" 9" 12"
C3
.9
B
D E
T A
IL
S S
H E
E T O
F
T M
P
L
T S
U L L
Y
L
L
0 3" 6" 9" 12"A3
SIDE WHEELS ASSEMBLY
SECTION - PICK UP BEAM
SCALE: 3" = 1'
3/8
3/8
(TYP.)
A3
S T
O P
L O
G L
IF
T B
E A
M
W E
S -1
-B -0
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
3"3"
8"
6 1/8 "
MC12x35
(TYP.)
MC12x35
/8
/8
/2
W30x108
HSS 12x8x1/2
HSS 12x8x1/2
BEARING)
CRITICAL
(FAILURE
BUSHING -
DEAD BOLT
/8
P
3/4" DIAPHRAGM
PIN
/2
/8
/4
(TYP.)
MC12x35
DET. C3, S-506
BORE 4.750 - SEE
6 1/4" O.D. TUBE
(TYP.)
WASHERS
CONNECTING PIN
/1
SHACKLE
SLING TURNBUCKLE
/2
/1
/2
/1
SHACKLE
SLING
SPELTERED
SHACKLE
TURNBUCKLE
SLING
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
A N
S I
D
/0
/1
N K
T S
F
S-505
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
B3
0 3" 6" 9" 12" 0 3" 6" 9" 12"
.9
B
L
D E
T A
IL
S S
H E
E T O
F
T M
P
T S
U L L
Y
B1
DEAD BOLT ASSEMBLY
DETAIL - PICK UP BEAM
SCALE: 3" = 1' B3
DEAD BOLT ASSEMBLY
SECTION - PICK UP BEAM
SCALE: 3" = 1'
FCM
FCMFCM
FCMFCM
FCMFCM
S T
O P
L O
G L
IF
T B
E A
M
W E
S -1
-B -0
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
L D
D B S -5
D G
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
1'-0"
/1
2 5/8 " 2 5/8 "
3"3"3"
/2
HSS 12x8x1/2
SHAFT HOLE6"
2 3/4 "
THE LEFT SIDE
NOTCH ONLY
HSS 12x8x1/2
/4
/8
6 1/4 "
2'-3"
4"11 1/2 "
1 1/2 "
1'-1 1/2 "
W/ 1/4" KEY
/4
11 1/2 "4"
1 1/2 "
1 3/4 "
1/2" P
1/2" P
H S
S x x /2
2"
/2
/4
/8
1'-7 5/8 "
/4
/2
3 1/2 "
2'-0"
2 11/16 "
/4
/1
4 3/8 "
3"3"3"
MANUFACTURER
RECOMMEND BY BUSHING
FIT WITH TOLERANCES AS
4 3/4" FOR BUSHING PRESS
6 1/4" O.D. TUBE, BORE TO
(TYP.)
MC12x35
BEARING), SEE S-508
(FRACTURE CRITICAL
DEAD BOLT BUSHING
DEAD BOLT
DEAD BOLT
HSS 12x8x1/2
3"6"3"
FOR DRAINAGE
BOTTOM OPEN
MC12x35
CONNECTING PIN
6"
SMOOTH)
(GRIND ALL WELDS
CONICAL TAPER
ASTM A 53
BLACK STEEL PER
CHAMFER
1/8"
CHAMFER
1/8"
(TYP.)
HOLEHSS 12x8x1/2
STEEL BOLT
STAINLESS
DRILL HOLE
/2
S O
U R
IS
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O T
N D
L D
D B S -5
D G
N
.9
B
1' 2'0 6"1' 2'0 6" C2
SECTION
SCALE: 1 1/2" = 1'
C2
1' 2'0 6" 1' 2'0 6"C5
SECTION
SCALE: 1 1/2" = 1'
C5
C3
DETAIL - DEAD BOLT CARRIER
SCALE: 1 1/2" = 1'
A1
DETAIL - ALIGNMENT POST
SCALE: 1 1/2" = 1'
A2
1' 2'0 6" A2
SECTION
SCALE: 1 1/2" = 1' 1' 2'0 6"
L
1' 2'0 6"
1' 2'0 6"
B3
DETAIL - DEAD BOLT
SCALE: 1 1/2" = 1'
A3
SECTION
SCALE: 1 1/2" = 1'
A3
1' 2'0 6"B4
LEVER
DETAIL - ACTUATOR SHAFT
SCALE: 1 1/2" = 1'
A4
SECTION
SCALE: 1 1/2" = 1' 1' 2'0 6"
A4
/0
/1
N K
T J L
L
IF
T B
E A
M M
E C
H A
N
IC
A L C
O M
P O
N E
N T S
S-506
N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
D E
T A
IL
S S
H E
E T O
F
T M
P
-1 /2
T S
U L L
Y
4.250
L
/4
R
3/8 "
R
1/2JUNCTIONS)
TUBE
(TYP. BOTH
3/8BOTTOM)
(TYP. TOP
NOTE: COAT ALL INTERIOR AND EXTERIOR SURFACES. MATERIAL: ASTM A 564
W E
S -1
-B -0
C1
ASSEMBLY CARRIER
DETAIL - ACTUATOR
SCALE: 1 1/2" = 1'
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
1'-3"
4"5 1/2 "
(TYP.)
/4
1"
1'-3" 3 7/16 " 1 1/8 "4"1 1/2 "
1 1/8 "
1 1/2 "
/4
/8
1'-4 11/16 "
(TYP.)
1/8" CHAMFER
1 1/4 "
CHAMFER
1/8 "
3/8 "
(TYP.)
8 1/2 "
/1
4"
/4
/1
1"
1/2 "
(TYP.)
5" 1/2 "
1"
DIE 3/4"-16 UNF
/4
DIE 3/4"-16 UNF
2 7/16 "
4"
TAP 3/4"-16 UNF
FOR 3/8" BOLT
/4
1 3/4 "
3/4 "
1.750" O.D.
(BOTH SIDES)
INNER BORE ONLY
1/32"x1/32" CHAMFER, 1/8 "
/4
/2
3/4 "
(BOTH SIDES)
INNER BORE ONLY
1/32"x1/32" CHAMFER, 4"
80 PIPE
1 1/4" SCH.
O.D.
I.D.
O.D.
I.D.
O.D.
1/2 "
4"
1.250 I.D.
6"6"1 1/2 "
1" 1"
W/ 1/4" KEY
/2
S O
U R
IS
R
IV
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S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
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A R
M Y C
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P S O
F E
N G
IN
E E
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E L E
V A
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N D
A T
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A L C
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T R
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IN
A T
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T E
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T A
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T R
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C O
M B
IN
E D F
A C
T O
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C F
G E
O T
N D
L D
D B S -5
D G
N
.9
B
C1
D2
0 3" 6" 9" 12" 0 3" 6" 9" 12"D1
DETAIL - ACTUATOR ARM
SCALE: 3" = 1' D2
SECTION
SCALE: 3" = 1' D5
SECTION
SCALE: 3" = 1' 0 3" 6" 9" 12"D3
DETAIL - ACTUATOR SHAFT
SCALE: 3" = 1' 0 3" 6" 9" 12"
/8
R
D5
C1
SECTION
SCALE: 6" = 1' C3
SECTION
SCALE: 3" = 1'C2
CLEVIS
DETAIL - ACTUATOR ROD
SCALE: 3" = 1' C4
END (BOTH SIDES)
DETAIL - ACTUATOR ROD
SCALE: 3" = 1' C5
END (BOTH SIDES)
DETAIL - ACTUATOR ROD
SCALE: 3" = 1'0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"0 3" 4"2"1"
0 3" 4"2"1" B2
SECTION
SCALE: 6" = 1' 0 3" 4"2"1"
1/4
0 1" 2" 0 1" 2" 0 1" 2"B3
DETAIL - RETAINING RING
SCALE: FULL B4
SECTION
SCALE: FULL B5
SECTION
SCALE: FULL
0 1" 2"
0 1" 2"
A1
TO DEAD BOLT CONNECTION
DETAIL - ACTUATOR WELDMENT
SCALE: FULL
A2
SECTION
SCALE: FULL
A2
B2 B5
B4
C3
0 1" 2"
0 1" 2"A5
SECTION
SCALE: FULL
A5
A4
DETAIL
SCALE: FULL
/0
/1
N K
T J L
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T B
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M M
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H A
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A L C
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P O
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N A
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N D S
P C
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S S
H E
E T O
F
T M
P
A N
S I
D
T S
U L L
Y
1.250
- 0.010"
+ 0.000"
MATERIAL: ASTM A 564, TYPE 630, H 1150
NOTE: QTY: 2
1.000
0.750
1.000
0.750
1.250
- 0.000"
+ 0.020"
SHALL BE AS RCOMMENDED BY BUSHING MANUFACTURER
BOLT AND O.D. TOLERANCE FOR FIT TO ACTUATOR ARM
I.D. TOLERANCE FOR 3/4" DIA. S.S. CLEVIS CONNECTING
(SPEC. SECT. 35 05 40.17)
OR EXTRUDED POLYMER
MATERIAL: FABRIC REINFORCED POLYMER
NOTE: QTY: 2
SHALL BE AS RECOMMENDED BY BUSHING MANUFACTURER
BOLT AND O.D. TOLERANCE FOR FIT TO ACTUATOR ROD
I.D. TOLERANCE FOR 3/4" DIA. S.S. DEAD BOLT CONNECTING
(SPEC. SECT. 35 05 40.17)
OR EXTRUDED POLYMER
MATERIAL: FABRIC REINFORCED POLYMER
NOTE: QTY: 2
BE AS RECOMMENDED BY BUSHING MANUFACTURER
O.D. TOLERANCE FOR FIT TO ACTUATOR ASSEMBLY SHALL
I.D. TOLERANCE FOR 1.25" DIA. S.S. ACTUATOR SHAFT AND
(SPEC. SECT. 35 05 40.17)
OR EXTRUDED POLYMER
MATERIAL: FABRIC REINFORCED POLYMER
NOTE: QTY: 2
W E
S -1
-B -0
B1
TO ACTUATOR ARM CONN.
DETAIL - CLEVIS BUSHING
SCALE: 6" = 1'
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
TOP
2"
10"
1/2 "
80 PIPE
1 1/4" SCH
80 PIPE
1 1/4" SCH
80 PIPE
1 1/4" SCH
/2
ARM
ACTUATOR
SHAFT
ACTUATOR
(TYP.)
6 PLACES)
RING (TYP.
RETAINER
PLACES)
BUSHING (TYP. 2
ACTUATOR SHAFT
(TYP.)
MC12x35
HSS 12x8x1/2
/2
1'-0"
4 3/4" O. D.
8'-11" (RIGHT)
8'-9 1/2" (LEFT)
BEARING)
(FAILURE CRITICAL
DEAD BOLT BUSHING -
4 1/2" I. D.
LEVER
SHAFT
ACTUATOR
BOLT
STAINLESS STEEL
NUTS
BOLT W/ DOUBLE
STAINLESS STEEL
/2
S O
U R
IS
R
IV
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S T P
A U
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IS
T R
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S T P
A U
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M
IN
N E
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P S O
F E
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IN
E E
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E L E
V A
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N D
A T
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V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
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Y S
T E
M
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T A
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M B
IN
E D F
A C
T O
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C F
G E
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N D
L D
D B S -5
D G
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B
/0
/1
N K
T J L
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IF
T B
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H A
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A L C
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P O
N E
N T S
S-508
N A
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N D S
P C
S
N O
R T
H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C4
SECTION
SCALE: 3" = 1'
C4
B1
TO DEAD BOLT CONNECTION
DETAIL - ACTUATOR WELDMENT
SCALE: 3" = 1'
B2
SECTION - ACTUATOR ASSEMBLY
SCALE: 3" = 1'
1' 2'0 6"
0 3" 6" 9" 12"
0 3" 6" 9" 12" 0 3" 6" 9" 12"
D E
T A
IL
S S
H E
E T O
F
T M
P
B4
-1 /2
A N
S I
D
T S
U L L
Y
C4
B4
SECTION - DEAD BOLT BUSHING
SCALE: N. T. S.
B3
DETAIL - DEAD BOLT BUSHING
SCALE: N. T. S.
W E
S -1
-B -0
1' 2'0 6"
RECOMMENDED BY BUSHING MANUFACTURER
TOLERANCE FOR FIT TO DEAD BOLT CARRIER SHALL BE AS
I.D. TOLERANCE FOR 4 1/2" DIA. S.S. DEAD BOLT AND O.D.
MATERIAL PER SPEC. SECT. 35 05 40.17
MATERIAL: SPRAYED POLYMER COATING WITH BACKER
NOTE: QTY: 2
D1
DETAIL - ACTUATOR ROD AND WELDMENT
SCALE: 1 1/2" = 1'
C1
DETAIL - ACTUATOR ROD AND WELDMENT
SCALE: 1 1/2" = 1'
L A
K E D
A R
L
IN
G D
A M S
T O
P L
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S A
N D L
IF
T
IN
G B
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IN
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D E
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2 3
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4 5
A
B
M A
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A P
P R
D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
CLOSE POSITION
58 1/2"
15 1/8"
6"6"
21'-5"
/1
/8
2 3/4"
/4
CARRIER
DEAD BOLT
M
IN
T
A K E
U P
TURNBUCKLE (TYP.)
SLING LEG W/
TURNBUCKLE (TYP.)
SLING LEG W/O
6"
/8
/8
/8
5 1/2"
17"
CONNECTING PIN
PIN HOLE
PIN HOLES
SEE DET. A3
CONNECTING PIN -
10 3/16"
/2
S O
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A U
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S T P
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P S O
F E
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T E
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IN
E D F
A C
T O
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C F
G E
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N D
L D
D B S -5
D G
N
N .T .S
A N
S I
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/0
/1
N K
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N A
D
N D S
P C
S
N O
R T
H Z
O N
E -U .S S
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V E
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T
N A
V D
D4
OPEN
0 1' 2'
0 1' 2' 0 1' 2'
T M
P
T S
U L L
Y
.9
B
S L
IN
G D
E T
A
IL
S S
H E
E T O
F
E X
IS
T
IN
G S
T O
P L
O G L
IF
T B
E A
M
L
L
A2
SHACKLE
SLING
SPELTERED
W/ SHACKLES
TURNBUCKLE
SLING
W E
S -1
-B -0
B1
DETAIL - (EXISTING PLAN SLING ASSEMBLY)
SCALE : 1" = 1' 0 1' 2'
0 1' 2'
A3
DETAIL - NEW CONNECTING PIN
SCALE : 1" = 1'
D4
TURNBUCKLE W/ SHACKLES
DETAIL - EXIST. SLING
SCALE : 1" = 1'
C4
TURNBUCKLE W/ SHACKLES
DETAIL - EXIST. SLING
SCALE : 1" = 1'
0 1' 2'A1
SLING SHACKLE
DETAIL - EXIST. SPELTERED
SCALE : 1" = 1'
A2
A2
SLING SHACKLE
SECTION - EXIST. SPELTERED
SCALE : 1" = 1'
C4
L A
K E D
A R
L
IN
G D
A M S
T O
P L
O G
S A
N D L
IF
T
IN
G B
E A
M
M
IN
O T F
L O
O D R
IS
K M
A N
A G
E M
E N
T
PROVIDE EACH PIN WITH 2 HEX NUTS AND 16 WASHERS.
MATERIAL: ASTM A 564
NOTE: QTY: 2
S O
L
IC
IT
A T
IO
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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N E
D B
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D E
S C
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T
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N
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2 3
C
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A
B
M A
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A P
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B E
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B M
IT
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D B
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D A
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M A
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D E
S C
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N
C O
N T
R A
C T N
O
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
File details come from the government source that posted it.