A.03.09 Vol. 5 Lower Granite Dam Bearing Drawings.pdf
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FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 9 - CHIEF JOSEPH DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 1 - McNARY LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 2 - ICE HARBOR LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 3 - LOWER MONUMENTAL LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 4 - LITTLE GOOSE LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 7 - THE DALLES LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 8 - JOHN DAY LOCK AND DAM
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 6 - DWORSHAK DAM AND RESERVOIR
W912EF21B0003
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps these project documents within the scope of their employment as required by ER 1110-1-8152.
Engineers.The initials or signatures and registration designations of individuals appear on This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
HYDROELECTRIC DESIGN CENTER
DIRECTOR
HYDROELECTRIC DESIGN CENTER
MECHANICAL/STRUCTURAL BRANCH
CHIEF OF
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DONNA STREET, P.E.
WALLA WALLA DISTRICT
MECHANICAL DESIGN SECTION
CHIEF OF
APPROVED BY: APPROVED BY:
WALLA WALLA DISTRICT
VOLUME 5
XXXXXXXX XXXX
DECEMBER 2020
FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS
VOLUME 5 - LOWER GRANITE LOCK AND DAM
MAIN UNIT BEARINGS
FEDERAL COLUMBIA RIVER POWER SYSTEM
SNAKE RIVER, OREGON, WASHINGTON AND IDAHO
LOWER GRANITE LOCK AND DAM
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R G
R A
N
IT
E L
O C
K A
N D
D A
M
W
E F
B
D E
C E
M B
E R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
ONE SHOE PER SET ONLY
5.00
(15.87)
1.01
16.75
1.00
(36.50)
(9.38)
.50 .50
RADIAL EDGES
R.19 TYP.
24.61
6.50
5.00
6.50
2.50 1.50
(.07)
SCALE 1 : 4
16-00164-5-1*
*ISOMETRIC VIEW OF
-13 UNC - 2B 1.252
-11 UNC - 2B 1.008
*SEE NOTE 1*
3/4-10 UNC - 2B 1.50
STEEL
BABBITT
.25R
-10 UNC - 2B 1.504
TO CONNECT
1.52
.06
.471.08
1.966 2.000
(.54) (.25)
.38 MAX
-18 NPT8
GROOVE
C OF O.D.
MACHINING
PLUG AFTER
INSTALL STEEL
2006331
TO MACHINING*
*SEE NOTE 5 PRIOR
-14 NPT4
FROM INTERFACE
STAND .05 PROUD
BRASS FITTING TO
SEE NOTE 3
2.34
ON O.D. OF GROOVE
& TAPPED HOLES
OF ALL DRILLED
1.01 TYP.
90°
PRIOR TO BABBITTING
PLUG & MACH. FREE OF SQ. HD.
INSTALL BRASS PIPE
DRILL, C'BORE & TAP.
2006330
BRASS HPL PLUG
FOR HIGH PRESSURE*
*DRY SEAL PIPE PLUG
-14 NPTF4
R U
S T
S H
O E
S E
T
L
IT
T L
E G
O O
S E
U -6
X
N
O N
-K
R-008
R
-0
-V
X
.d g n
-0
-5
N
S
W S
A T
O C
T U
R B
IN
E
A N
D G
E N
E R
A T
O R
B E
A R
IN
G
S
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H
IN
G T
O N
A N
D I
D A
H O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D A
M
W
E F
B
D E
C E
M B
E R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
NOTES:
2. THE STEEL BACKSIDE OF THE SHOE MUST BE FLAT WITHIN 0.001".
WILL BE POURED).
BE MACHINED (TEAR CUT) INTO TOP OF THE STEEL BEARING SHOE (SURFACE IN WHICH BABBITT
48.13.13.06 26 para 3.1.1 a: A TEXTURED SURFACE (OF 150 Ra MINIMUM) OR RECORD FINISH SHALL
DWG T16-00164-5. INTERFACE DOVETAILS WERE OMITTED. STEEL INTERFACE TO BE AS PER
4. EACH SHOE SEGMENT TO BE OF STEEL PLATE (ASTM A516 GRADE 70) AND CAN BE MADE PER KI
PERIOD OF 1/2 HOUR WITH A MAX PRESSURE DROP OF 200 PSI.
D-D)...SET UP AND PRESSURE TEST EACH THRUST SHOE TO 2,500 PSI MIN-3,000 PSI MAX FOR A
5. PRIOR TO MACHINING FOR AND INSTALL OF BOTH BRASS AND STEEL PLUGS (PER SECTION
DETAIL NO. REMARKS WGT MATL SPEC MATERIAL QTY NAME
001237 ASTM B23 GRADE 2 65 LB. KI MS-060 BABBITT 1 BABBITT
2006330 0.2 LB. C36300 BRASS 12 HPL INSERT
2006331 0.1 LB. COM. STEEL 12 DRY SEAL PIPE PLUG
16-00164-5-1 PER 70-12675 - H6005, CL-1 STEEL 12 THR SHOE HPL / INST
" NPT SQUARE HD PLUG4
" NPTF SOCKET HD PLUG4
OF EACH INDIVIDUAL SHOE TO THE ENTIRE SET SHALL NOT EXCEED 0.0012".
3. THE THICKNESS OF EACH INDIVIDUAL SHOE SHALL BE WITHIN 0.001". THE THICKNESS VARIATION
SURFACE IS UNACCEPTABLE.
MEASURED CIRCUMFERENTIALLY IN 3-PLACES. A CONVEX (HIGH IN THE CENTER) BABBITT
BABBITTED SURFACE OF THE SHOES MUST ALSO BE FLAT OR CONCAVE WITHIN 0.0005" AS
0.0015" AS MEASURED RADIALLY FROM EACH EDGE AND DIAGONALLY CORNER TO CORNER. THE
1. BABBITTED SURFACE OF SHOES MUST BE FLAT OR CONCAVE (LOW IN THE CENTER) WITHIN
W
N
-1
-D
-0 -Y
W
/1
/2
J W
K
P H
IL
A
D E
L P
H
IA
D
R U
M M
O N
D R
D
K in g s b u r y
I n c
U
S H
O E
S E
T
L I T
T L
E G
O O
S E
X
N
O N
-K I
T H
R
SCALE 1 : 1
DETAIL B
SECTION A-A
SCALE 1 : 1
DETAIL C
-1 DECIMAL PLACE (X.X) .............. 0.300
-2 DECIMAL PLACES (X.XX) ......... 0.020
-3 DECIMAL PLACES (X.XXX) ....... 0.001
TOLERANCES ARE:
UNLESS OTHERWISE SPECIFIED
0.001
*UNDERCUT*
A
A
B
C
*O.D. TURN*
27.88
30.00 2X
28.50 2X
27.88 3X
61.496 61.498
BORE
BABBITT
53.000 53.002
17.00
34.00
22.256.50
60.996 60.998
2.50
(.38)
6.25
7.50
STEEL BORE
2.37
STEEL BORE
15.81
.88
.88
.28
CL JOINT
SEE SECTION C-C
SEE SECTION C-C
SEE SECTION E-E
R.38
SEE DETAIL B
R.31
2X
22.50° 16X
90.0° 4X
22.50°
45.0°
22.50°
11.25° 45.0°
8.00
.28
-8 UN - 2B THRU4
- 14 NPT2
2X
-20 UNC - 2B .634
-20 UNC - 2B .634
-14 NPT4
FULL THD, FARSIDE
-10 UNC - 2B 1.84
34X
LIFTING TAPS4
B.C. FOR
2.00
1.00
2X
1.97 2X
R.25
2X
.50 .06
ID
E
B E
A
IN
G
L O
M O
U
-3
JO
U
R N
A L
S H
E L
L T
U R
B
IN
E
.0
D
IA
X
.0
L
R-009
R
-0
-V
X
.d g n
N
S
W S
A T
O C
T U
R B
IN
E
A N
D G
E N
E R
A T
O R
B E
A R
IN
G
S
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H
IN
G T
O N
A N
D I
D A
H O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D A
M
W
E F
B
D E
C E
M B
E R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
W N
-1 -D
-0 -Y
W
/1
/2
J W
K
P H
IL
A
D E
L P
H
IA
D
R U
M M
O N
D R
D
K in g s b u r y
I n c
SECTION A-A
3X
SECTION C-C SECTION D-D 2X
SECTION E-E DETAIL F
SCALE .625
MAKE FROM WELDMENT 492253
NOTES:
1. MATERIAL SHALL CONFORM TO ASTM A 516/A 516M-S1, GRADE 70, FULLY NORMALIZED AND VACUUM DEGASSED.
2. BEARING SHELL WELDMENT TO BE FABRICATED IN ACCORDANCE WITH CONTRACT #W9127N-15-D-0004-YW-02
DIVISION 05 - METALS, SECTIONS 05 05 23.20 26 (WELDING), 05 05 33.20 26 (NON-DESTRUCTIVE TESTING), SECTIONS 05 50 03.20 26 (METALWORK FABRICATION, MACHINE WORK AND MISCELLANEOUS PROVISIONS)
DIVISION 48 - ELECTRICAL POWER GENERATION, 48 13 13.07 26 (FURNISH TURBINE GUIDE BEARING)
3. BABBITTING MATERIAL, BABBITTING PROCESS & BABBITT REPAIR PER DIVISION 48 - ELECTRICAL POWER GENERATION, 48 13 13.07 26 (FURNISH TURBINE GUIDE BEARING)
REFERENCE: BLH DWG 43850 U1 THRU 3
SEE SHEET 2 FOR
STEEL BORE MACHINING
PRIOR TO BABBITTING
DETAIL NO REMARKS WGT MATL SPEC MATERIAL QTY NAME
2006476 BLK A194-2H STEEL 8
NUT
2006423 PER ASTM F 436 STEEL 8 1.125 WASHER
2006475
PER ASTM A 108 GRADE
1045 (SEE DWG 2006475)
STEEL 4
THREADED BOTH ENDS
2X
DETAIL B
SCALE .75
G U
ID
E
B E
A R
IN
G
L
O M
O U
-3
J O
U R
N A
L S
H E
L L
T U
R B
IN
E
.0
D
I A
X .0
L G
-8 UN HEAVY HEX8
-8 UN TAPER BOLT8
TOLERANCES ARE:
-1 DECIMAL PLACE (X.X) .............. 0.300
-2 DECIMAL PLACES (X.XX) ......... 0.020
-3 DECIMAL PLACES (X.XXX) ....... 0.001
UNLESS OTHERWISE SPECIFIED
A
A n n
B
C
C
D
D
E
E
F
TRANSVERSE C/L
L O
N G
IT
U
D
IN
A L
C /L
A
0.002 A
B
0.002 A0.002 A
0.005 B
0.015 A B
STEEL BORE
24.25
(3.50)
12.752.75
(.50)(.25)
BORE
STEEL
64.513 64.515
BABBITT LENGTH
26.50
.75 2X
2X
.50R
.25R
R .03 2X
(39.75)
28.00(11.75)
90.0° 4X
33.75° 2X
22.50° 2X
22.50° 2X
33.75° 2X
45.0°
63.0°
9.0°
27.0°
11.25° 32X
15.0° 4X
15.0° 16X
22.25 4X
6.0°
30.0° 12X
GROOVE
RADIAL OIL
18.0° 12X
.375 NPT
GROOVE AND
CL AXIAL OIL
CL SPLIT
BY CUSTOMER
HOLES TO BE REAMED AT ASSY
TAPER PIN STAINLESS/STEEL
8X DRILL PILOT HOLE FOR #14
BABBITTING
SURFACE FOR
TIN THIS
1.00 8X
-8 UN - 2B 3.34
-11 UNC - 2B 1.0 8
NO HOLES AT JOINT OR 90° FROM JOINT
20X AS SPACED FOR 24
-11 UNC - 2B 1.0 8
ID
E
B E
A R
IN
G
L
O M
O U
-6
JO
U
R N
A L
S H
E L
L T
U R
B
IN
E
.5
D
IA
X
.0
L
R-010
R
-0
-V
X
.d g n
VOLUME 3
N
S
W S
A T
O C
T U
R B
IN
E
A N
D G
E N
E R
A T
O R
B E
A R
IN
G
S
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H
IN
G T
O N
A N
D I
D A
H O
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
B
D E
C E
M B
E R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
2. THE STEEL BACKSIDE OF THE SHOE MUST BE FLAT WITHIN 0.001".
W
N
-1
-D
-0 -Y
W
/1
/2
J W
K
P H
IL
A
D E
L P
H
IA
D
R U
M M
O N
D R
D
K in g s b u r y I n c
SEE DOCUMENT P170563 (PROCESS FOR WELDMENT) FOR PROPER
STEPS REQUIRED TO FABRICATE, MACHINE AND BABBITT THIS PART.
SECTIONS 05 50 03.20 26 (METALWORK FABRICATION, MACHINE WORK AND MISCELLANEOUS PROVISIONS)
DETAIL NO REMARKS WGT MATL SPEC MATERIAL QTY NAME
2006480 6
2006416 2
2006415 2
2006479 14
2006479 6
2006480 BLK A194-2H 14
TOLERANCES ARE:
-1 DECIMAL PLACE (X.X) .............. 0.300
-2 DECIMAL PLACES (X.XX) ......... 0.020
-3 DECIMAL PLACES (X.XXX) ....... 0.001
HEAVY HEX BOLT
1.00-8 UNC X 4.50
TYPE B
#12 X 5.0 TAPER PIN
TYPE B
#10 X 2.5 TAPER PIN
NUT
1.50-6 UNC HEAVY HEX
HEAVY HEX BOLT
1.50-6 UNC X 6.50
NUT
1.00-8 UNC HEAVY HEX
A325
PLAIN, ASTM F3125 GRADE
TORQUE=400 FT-LBS
DOM BLK A325
STEEL
STEEL
STEEL
STEEL
STEEL
STEEL
TORQUE=2100 FT-LBS
BLK A194-2H,
ALLIS CHALMERS DWG. 1123-AWG-1 02 (UNITS 4-6)
ALLIS CHALMERS DWG. 1123-AWF-1 02 (UNITS 4-6)
REFERENCE:
UNLESS OTHERWISE SPECIFIED
STEEL 6
STEEL 1.00 WASHER
1.50 WASHER
2006420
2006419 PER ASTM F 436
PER ASTM F 436
SECTION D-D
MAKE FROM WELDMENT 492254
1. MATERIAL SHALL CONFORM TO ASTM A 516/A 516M-S1, GRADE 70, FULLY NORMALIZED AND VACUUM DEGASSED.
2. BEARING SHELL WELDMENT TO BE FABRICATED IN ACCORDANCE WITH CONTRACT #W9127N-15-D-0004-YW-02
3. BABBITTING MATERIAL, BABBITTING PROCESS & BABBITT REPAIR PER DIVISION 48 - ELECTRICAL POWER GENERATION, 48 13 13.07 26 (FURNISH TURBINE GUIDE BEARING)
DIVISION 05 - METALS, SECTIONS 05 05 23.20 26 (WELDING), 05 05 33.20 26 (NON-DESTRUCTIVE TESTING), DIVISION 48 - ELECTRICAL POWER GENERATION, 48 13 13.07 26 (FURNISH TURBINE GUIDE BEARING)
NOTES:
G U
ID
E
B E
A R
IN
G
L
O M
O U
-6
J O
U R
N A
L S
H E
L L
T U
R B
IN
E
.5
D I A
X
.0
L G
A
A
B
B
D
D
E
E
A
0.002 A
B
0.005 B
0.005 B
0.005 B
C
0.010 A B C
2.00
1.00
2.00
4.00
(2.74) 1.00
1.50
2.00
6X 3.00
2.00
3.75
3.75
1.88
.88
13.71
(1.96)
1.63
(1.00)
(1.00)
(1.96)
(13.71)
37.75
CL SPLIT
OF FLANGE)
(TOP SIDE AND BOTTOM SIDE
(UPPER AND LOWER HALF)
DRILL AND REAM FOR #12 TAPER PIN
C BRG
TAPER
.50R
DRILL AND REAM FOR #10 TAPER PIN
OF FLANGE)
(TOP SIDE AND BOTTOM SIDE
(UPPER AND LOWER HALF)
- 14 NPT4
TAP DRILL THRU
- 18 NPT8
TAP DRILL THRU
UPPER AND LOWER JOINT SURFACES
DO NOT PAINT THESE SURFACES
UPPER AND LOWER HALF
1.0O LONG X .004 DEEP RELIEF IN BORE AT JOINT BOTH SIDES
UPPER AND LOWER HALF
4X .19 X 45° AT JOINT BOTH SIDES
1.00 1.00 2X
.09 2X
.005
.000.09R
.000-.005 TAPER
ID
E
B E
A R
IN
G
L
O M
O U
-6
JO
U
R N
A L
S H
E L
L T
U R
B
IN
E
.5
D
IA
X
.0
L
R-011
R
-0 -V
X
.d g n
VOLUME 3
N
S
W S
A T
O C
T U
R B
IN
E
A N
D G
E N
E R
A T
O R
B E
A R
IN
G
S
S N
A K
E R
IV
E
R O
R E
G O
N W
A S
H
IN
G T
O N
A N
D I
D A
H O
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
B
D E
C E
M B
E R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
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L E
C T
R
IC
D E
S
IG
N C
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T E
R
U .S
A
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P S
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G
IN
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A
W
IN
G N
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L P
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IA
D
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K in g s b u r y I n c
TOLERANCES ARE:
-1 DECIMAL PLACE (X.X) .............. 0.300
-2 DECIMAL PLACES (X.XX) ......... 0.020
-3 DECIMAL PLACES (X.XXX) ....... 0.001
UNLESS OTHERWISE SPECIFIED
G U
ID
E
B E
A R
IN
G
L
O M
O U
-6
J O
U R
N A
L S
H E
L L
T U
R B
IN
E
.5
D I A
X
.0
L G
SECTION A-A
12X
SECTION B-B
12X
SECTION E-E
2X
SECTION C-C
L
C C
4X .7
4X 1.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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IT
T
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B Y
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D B
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IT
A
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D A
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S I Z
E
M A
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IP
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N D
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E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
| LL452812_G-001-V5X |
| LL452812_G-002-V5X |
| LL452812_R-001-V5X |
| LL452812_R-002-V5X |
| LL452812_R-003-V5X |
| LL452812_R-004-V5X |
| LL452812_R-005-V5X |
| LL452812_R-006-V5X |
| LL452812_R-007-V5X |
| LL452812_R-008-V5X |
| LL452812_R-009-V5X |
| LL452812_R-010-V5X |
| LL452812_R-011-V5X |
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