A.03.09 VOL 1 W912EF21Q0023 Plans.pdf
PDF 7 MB Posted
- Attached to
- LLA and LGA MU 4-6 Wicket Gate Locks
- Solicitation number
- W912EF21Q0023
About this file
This solicitation requests quotes to fabricate and deliver eight sets of wicket gate lock components for use at the Little Goose and Lower Granite Dams. The U.S. Army Corps of Engineers, Walla Walla District, requires six sets of locks and two spare sets as defined in the scope of work. Vendors must deliver the completed components as specified. The solicitation involves the Department of the Army Corps of Engineers Engineering District Walla Walla.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B.08.02 Solicitation (W912EF21Q0023)`.pdf | ||
| A.03.09 VOL 2 W912EF21Q0023 Plans.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
W
E F
Q
M A
R C
H
W
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
R S
U O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
.E
V
IC
IN
IT
Y M
A P
S
P R
O
JE
C T
L O
C A
T
IO
N A
N D
G-001
M
T H
O M
P S
O N
D
L U
N D
Y
P
L G
G
-0 X
X X
.d g n
B
D A
L T
O N
VOLUME 1
NOT TO SCALENOT TO SCALE
LOCATION
PROJECT
MAP
SEE LOCATION
SPOKANE
OREGON
CLEARWATER R.
EUGENE
BOISE
P A
C
IF
IC
O
C E
A N
WASHINGTON
IDAHO
R
IV
E
REVERETT
C O
L U
M B
IA
SNAKE R.
PASCO
SEATTLE
PORTLAND
SALEM
THE
OLYMPIA
DALLES
WALLA WALLA
PENDLETON
VANCOUVER
NOT TO SCALE
Washtucna
Riparia
GOOSE
DAM
LITTLE
F la t
ID
A
H O
P A L O
U S E
B. N.
C. P. RR.
C r.
C r.
Alkali
E A
K
IV
E
R
SN
Cr ee kD ry
Waitsburg
R
Pomeroy
R
Flat
Union
N O
N
Cr.
As oti n
TUCAN
Camp Wooten
R
PENDLETON
WALLA WALLA
PASCO
KENNEWICK
COLFAX
GRANITE
LOWER
PULLMAN
DAM
RICHLAND
DAM
OREGON
WASHINGTON
HARBOR
ICE
CLARKSTON
YA
K
A
IM
Farrington
R
McNARY
R
IV
E R
LEWISTON
DAM
CO
U
M L
IA
B Cr
RIVER
R O
N D E
GRANDE
U M
ATILLA
C
r. U
. P . R
R
. RIVER
B u tt e r
Elgin Wallowa
Athena
Weston
Hermiston
Anatone
Asotin
M ill
R.
WALLA
T O
U C
H E T
Touchet
Milton-Freewater
R.
Wallula
B.N.
Kahlotus
Umatilla
Plymouth
Dayton
Almota
Ferry
Starbuck
BishopCentral
MONUMENTAL
LOWER Dodge
DAM
W A
L L
A
HELIPAD
NAVIGATION LOCK
L oc al G ri d
N or th
So lid
N. 5000
POWERHOUSEBARGE LOADING FACILITY
N. 6000
SPILLWAY
TO STARBUCK
STORAGE YARD
FISH LADDER
C on st ru ct io n
UNIT
UNIT
UNIT
SECTION
NONOVERFLOW
CENTRAL
FISH FACILITIES
JUVENILE
EMBANKMENT
ROCK FILL
500 KV TRANSMISSION LINE
12°44'51.02"
G rid N or th N
A D W
C S
UNIT
UNIT
UNIT
BAY 2
BAY 1
X
BAY 5
BAY 4
BAY 3
X
X X
BAY 6
E
E
0Lower Monumental Pool EL. 540
E
N. 7000
S N A K E
BAY 8
BAY 7
TO RIPARIA
Camas Prairie Railroad
R I V E R
SECTION
NONOVERFLOW
SOUTH
SECTION
NONOVERFLOW
NORTH
N N 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:
APPROVED BY: APPROVED BY:
HYDROELECTRIC DESIGN CENTER
CHIEF OF MECHANICAL/STRUCTURAL BRANCH
JAMES CALNON, P.E.
HYDROELECTRIC DESIGN CENTER
DIRECTOR OF
STEVEN MILES, P.E.
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF MECHANICAL DESIGN SECTION
KEVIN RENSHAW, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONST DIV.
DWAYNE WESTON, P.E.
WICKET GATE SERVO LOCK REPLACEMENT
POWERHOUSE
SNAKE RIVER
LITTLE GOOSE LOCK AND DAM
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
WICKET GATE SERVO LOCK REPLACEMENT
VOLUME 1 - LITTLE GOOSE
WICKET GATE SERVO LOCK REPLACEMENT
VOLUME 2 - LOWER GRANITE
VOLUME 1
SOLICITATION NO.: W912EF21Q0023
CONTRACT NO.:
ISSUE DATE: MARCH 2021
NWW
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
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
IN
D
E X
T O
D R
A W
IN
G
S
G-002
M
T H
O M
P S
O N
D
L U
N D
Y
P
D A
L T
O N
VOLUME 1
L G
G
-0 X
X X
.d g n
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
INDEX TO DRAWINGS
GENERAL
FILE NUMBER
NO.
SHEET
TITLE
INDEX TO RESOURCE DRAWINGS
DRAWING NUMBER
NO
SHEET
RES.
TITLE
MECHANICAL INSTALL
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
EXISTING SERVO BRACKET
EXISTING SERVO SHAFT
JUNCTION BOX
HYDRAULIC CYLINDER
MOUNTING BRACKET
HYDRAULIC CYLINDER
ASSEMBLY
PLUNGER ROD
ROLLER LEVER LIMIT SWITCH
MOUNTING BRACKET
LIMIT SWITCH
A2
SERVO ASSEMBLY
SCALE: 1 1/2 = 1'-0"
G11
ISOMETRIC VIEW
NOT TO SCALE
MANUFACTURERS RECOMMENDATIONS.
INSTALL JUNCTION BOX CENTERED INDICATED AREA. INSTALL PER 3.
ROD AND STOP BLOCK.
USE LOC-TITE THREAD LOCKER FOR THREADS ON HYDRAULIC CYLINDER 2.
ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES:
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
E
R V
O A
S S
E M
B L
Y
M-101
M T
H O
M P
S O
N
D
L U
N D
Y
P
M
-1 X
X X
.d
D A
L T
O N
VOLUME 1
A13
DETAIL
SCALE: 6" = 1'-0"M-101
J17
M-101
A13
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
EXISTING SERVO SHAFT
EXISTING SERVO SHAFT
MOUNTING PLATE
MOUNTING PIN
STIFFENER PLATE RIGHT HAND ORIENTATION
STOP BLOCK BRACKET TOP
RIGHT HAND ORIENTATION
STOP BLOCK BRACKET BOTTOM
LEFT HAND ORIENTATION
STOP BLOCK BRACKET TOP
LEFT HAND ORIENTATION
STOP BLOCK BRACKET BOTTOM
STIFFENER BAR
STOP BLOCK
ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES:
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
E
R V
O A
S S
E M
B L
Y O
P E
R A
T
IO
N
M-102
M T
H O
M P
S O
N
D
L U
N D
Y
P
M
-1 X
X X
.d
D A
L T
O N
VOLUME 1
H2
SERVO ASSEMBLY ENGAGED
SCALE: 1 1/2 = 1'-0"
H12
RIGHT ISOMETRIC VIEW
NOT TO SCALE
A12
LEFT ISOMETRIC VIEW
NOT TO SCALE
B2
SECTION - SERVO ASSEMBLY DISENGAGED
SCALE: 1 1/2 = 1'-0"
SOME COMPONENTS REMOVED FOR CLARITY
SOME COMPONENTS REMOVED FOR CLARITY
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 3/4 ")
.1
/8
/8
1 1/2 "
11 1/4 "
1 1/4 "3 1/4 "3 1/4 "
/4
9"
3.875" H7 THRU
5"
1'-6"
7"
/4
2 1/2 "
6.375"
6.250"
.0
" 6
R 1/4"
A
.010 A
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
H
E E
T
S T
O P
B L
O C
K B
R A
C K
E T
T O
P
M-103
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-1 X
X X
.d
D A
L T
O N
VOLUME 1
F16
ISOMETRIC VIEW
NOT TO SCALE
B8
STOP BLOCK BRACKET TOP - FRONT VIEW
SCALE: 6" = 1'-0"
H8
SCALE: 6" = 1'-0"
PLAN - STOP BLOCK BRACKET TOP RIGHT HAND ORIENTATION
H1
SCALE: 6" = 1'-0"
PLAN - STOP BLOCK BRACKET TOP LEFT HAND ORIENTATION
6. EXCEPT WHERE STATED OTHERWISE TOLERANCES ON DIMENSIONS
5. MATERIAL: PER SPECIFICATIONS.
4. BREAK ALL SHARP EDGES.
3. TREAT ALL EXTERIOR SURFACES WITH SPECIFIED COATING.
2. ALL SURFACES UNLESS OTHERWISE SPECIFIED.
1. ALL EQUIPMENT ON THIS SHEET IS NEW.
GENERAL NOTES:
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
1 3/4 "3"3"
/4
/4
/2
1 1/4 " 6 1/2 " 1 1/2 "
/4
/2
1 5/8 "
/8
MACHINE AT ASSEMBLY WITH
MOUNTING PIN (3 PLCS)
MACHINE AT ASSEMBLY WITH
MOUNTING PIN
1 1/2" - 6 UNC - 2B
BETWEEN STOP BLOCK AND GATE STOP NUT.
SHIMS TO OBTAIN 0.005" CLEARANCE
PAD AND 1/8" SHIMS. REMOVE OR ADD 1/8"
DRILL AND TAP HOLES FOR 1/4" UHMW WEAR
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
E E
T
S T
O P
B L
O C
K B
R A
C K
E T
T O
P
M-104
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-1 X
X X
.d
D A
L T
O N
VOLUME 1
G16
RIGHT SIDE VIEW
STOP BLOCK BRACKET TOP
SCALE: 6" = 1'-0"
A
SECTION
SCALE: 6" = 1'-0"
G7
SCALE: 6" = 1'-0"
BOTTOM VIEW
STOP BLOCK BRACKET TOP
G1
SCALE: 6" = 1'-0"
LEFT SIDE VIEW
STOP BLOCK BRACKET TOP
6. EXCEPT WHERE STATED OTHERWISE TOLERANCES ON DIMENSIONS
5. MATERIAL: PER SPECIFICATIONS.
4. BREAK ALL SHARP EDGES.
3. TREAT ALL EXTERIOR SURFACES WITH SPECIFIED COATING.
2. ALL SURFACES UNLESS OTHERWISE SPECIFIED.
1. ALL EQUIPMENT ON THIS SHEET IS NEW.
GENERAL NOTES:
A
M-104
M12
M-104
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
1'-6"
2 3/4 " 6 1/4 "
/4
/4
1 1/2 "
/2
/2
/4
/2
1 1/4 "6 1/2 "
/8
/4
/8
1 1/2 "2 1/2 "
/8
1 1/4 "
/4
3 1/4 "3 1/4 "
6"
3"
/8
1 5/8 "
-2B 2 3/4"
A
A
/4
R 5/8" MIN
STOP BLOCK BEARING SURFACE
UHMW WEAR PAD TO COVER
DRILL AND TAP HOLES FOR 1/8"
SEE NOTE 7
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
T
O P
B L
O C
K B
R A
C K
E T
B O
T T
O M
M-105
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-1 X
X X
.d
D A
L T
O N
H5
BOTTOM LEFT HAND ORIENTATION
PLAN - STOP BLOCK BRACKET
SCALE: 6" = 1'-0"
C1
ISOMETRIC VIEW
NOT TO SCALE
B13
STOP BLOCK BRACKET BOTTOM - FRONT VIEW
SCALE: 6" = 1'-0"
H12
BOTTOM RIGHT HAND ORIENTATION
PLAN - STOP BLOCK BRACKET
SCALE: 6" = 1'-0"
B7
STOP BLOCK BRACKET BOTTOM - SIDE VIEW
SCALE: 6" = 1'-0"
7. DIMENSION DRIVEN BY EXISTING COMPONENTS. FIELD VERIFY.
6. EXCEPT WHERE STATED OTHERWISE TOLERANCES ON DIMENSIONS ±1/16
5. MATERIAL: PER SPECIFICATIONS.
4. BREAK ALL SHARP EDGES.
3. TREAT ALL EXTERIOR SURFACES WITH SPECIFIED COATING.
2. ALL SURFACES UNLESS OTHERWISE SPECIFIED.
1. ALL EQUIPMENT ON THIS SHEET IS NEW.
GENERAL NOTES:
VOLUME 1
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
4"
3"
3/4 "
/4
/2
1 1/2 "
1 1/2 "
/4
WITH ASSEMBLED PLUNGER ROD
MACHINE HOLE SIZE AND POSITION
CYLINDER MOUNTING FLANGE
DEPENDENT ON HYDRAULIC
HOLE SIZE PLACEMENT
ON LIMIT SWITCH SELECTION
FINAL HOLE PLACEMENT DEPENDENT
9"
/8
2 3/8 "4"
/4
/4
/4
3 1/4 "3 1/4 "
/8
3/4 "
7 1/2 "
1 1/4 "
2B 1" TYP
/8
2"
/8
/1
/8
( 3/8 ")( 3/16 ")
/2
/2
/1
R 1/8"
LIMIT SWITCH SELECTION
SLOT WIDTH DEPENDENT ON
R 1/8"
/4
/4
M
IN
1/4 - 20 UNC - 2A
1"
" 1
/2
CL
3/16
2B .25
/8
2"
3 1/4 "
/8
/8
1 5/8 "
CL
CL
CL
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
E E
T
S E
R V
O A
S S
E M
B L
Y D
E T
A
IL
S
M-501
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-5 X
X X
.d
D A
L T
O N
VOLUME 1
B12
MOUNTING BRACKET
HYDRAULIC CYLINDER
SCALE: 6" = 1'-0"
D16
ISOMETRIC VIEW
NOT TO SCALE
TO BASE METAL
7. COMPONENTS SHALL BE WELDED "AROUND ALL". MATCH FILLER MATERIAL
6. EXCEPT WHERE STATED OTHERWISE TOLERANCES ON DIMENSIONS ±1/16
5. MATERIAL: PER SPECIFICATIONS.
4. BREAK ALL SHARP EDGES.
3. TREAT ALL EXTERIOR SURFACES WITH SPECIFIED COATING.
2. ALL SURFACES UNLESS OTHERWISE SPECIFIED.
1. ALL EQUIPMENT ON THIS SHEET IS NEW.
GENERAL NOTES:
A8
STIFFENER PLATE
SCALE: 3" = 1'-0"
J17
ISOMETRIC VIEW
NOT TO SCALE
H12
LIMIT SWITCH MOUNTING BRACKET
SCALE: 6" = 1'-0"
J2
PLUNGER ROD
SCALE: 6" = 1'-0"
J5
PLUNGER LEVER
SCALE: 12" = 1'-0"
J9
AND LEVER
PLUNGER ROD
NOT TO SCALE
A2
STIFFENER BAR
SCALE: 3" = 1'-0"
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'-10 1/2 "
/8
3 1/4 "3 1/4 "
/8
3 1/4 "6"
6 1/4 "
4"11 3/8 "
/4
10 1/2 " 8 3/4 "
1 5/8 "
/8
(2'-4")
1'-10"
2 PLCS
/8
- 2B 2 3/4"
- 2B 2 3/4" A
- 2B 1"
63 63
A.010
R 1/2" TYP
SEE NOTE 7
SOME HIDDEN LINES REMOVED
FOR CLARITY
HIDDEN LINES REMOVED FOR CLARITY
.9
.0
5.95" 6.00"
3"
3"
/2
END THREAD
CYLINDER ROD
MATCH HYDRAULIC
DRILL AND TAP TO
R 3/4" TYP
1/4
13 UNC 2B 1
1"
1'-2"
10"
7"
2"
R 2" TYP
/8
/8
.0
/4
A.010
A
R 1 3/4"
SEE NOTE 7
STOP BLOCK BRACKET TOP
MACHINE IN PLACE WITH
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E S
E R
V O
L O
C K
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
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
O
P T
IO
N
U
O P
T
IO
N
S T
E V
E N
R
M
IL
E S
P
E E
T
S E
R V
O A
S S
E M
B L
Y D
E T
A
IL
S
M-502
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-5 X
X X
.d
D A
L T
O N
VOLUME 1
G1
MOUNTING BRACKET
SCALE: 3" = 1'-0"
A3
STOP BLOCK
SCALE: 3" = 1'-0"
A14
MOUNTING PIN
SCALE: 3" = 1'-0"
BOM
UHMW WEAR STRIPS 6IN X 6IN X 1/4�
UHMW WEAR STRIPS 6IN X 6IN X 1/8�
0.125IN AISI 4340 SHIMS 6IN X 6IN
1/4IN, 1/4-28 UNF-2B SET SCREW
PARTIALLY THREADED 3 1/2IN THREAD LENGTH
8IN, 1 1/2-6 UNC-2B GRADE 8 HEX HEAD SCREW,
PARTIALLY THREADED 3 1/2IN THREAD LENGTH
5IN, 1 1/2-6 UNC-2B GRADE 8 HEX HEAD SCREW,
PARTIALLY THREADED 2 3/4IN THREAD LENGTH
4 3/4IN, 1 1/4-7 UNC-2B GRADE 8 HEX HEAD SCREW,
PARTIALLY THREADED 2 1/4IN THREAD LENGTH
4 3/4IN, 1-8 UNC-2B GRADE 8 HEX HEAD SCREW,
PARTIALLY THREADED 2 1/4IN THREAD LENGTH
4 1/4IN, 1-8 UNC-2B GRADE 8 HEX HEAD SCREW,
1 1/2IN, 1/2-13 UNC-2B GRADE 5 HEX HEAD SCREW
PLUNGER ROD LEVER
PLUNGER ROD
ROLLER LEVER LIMIT SWITCH
LIMIT SWITCH MOUNTING BRACKET
HYDRAULIC CYLINDER
HYDRAULIC CYLINDER MOUNTING BRACKET
STIFFENER ROD
STIFFENER BAR
STOP BLOCK
STOP BLOCK BRACKET BOTTOM - RIGHT HAND ORIENTATION
STOP BLOCK BRACKET BOTTOM - LEFT HAND ORIENTATION
STOP BLOCK BRACKET TOP - RIGHT HAND ORIENTATION
STOP BLOCK BRACKET TOP - LEFT HAND ORIENTATION
MOUNTING PIN
MOUNTING PLATE
ITEM
N/A
N/A
STEEL, HIGH STRENGTH
N/A
N/A
N/A
N/A
N/A
N/A
N/A
A36
A36
N/A
A36
N/A
A36
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
STEEL, HIGH STRENGTH
MATERIAL
QUANTITY
7. DIMENSION DRIVEN BY EXISTING COMPONENTS. FIELD VERIFY.
6. EXCEPT WHERE STATED OTHERWISE TOLERANCES ON DIMENSIONS ±1/16.
5. MATERIAL: PER SPECIFICATIONS.
4. BREAK ALL SHARP EDGES.
3. TREAT ALL EXTERIOR SURFACES WITH SPECIFIED COATING.
2. ALL SURFACES UNLESS OTHERWISE SPECIFIED.
1. ALL EQUIPMENT ON THIS SHEET IS NEW.
GENERAL NOTES:
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
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E L
O C
K R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
L L
A W
A L
L A
W
A S
H
IN
G T
O N
A D
D R
E S
S
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
O
P T
IO
N
U
O P
T
IO
N
M O
T O
R A
S S
E M
B L
Y
D
IA
M
E T
E R
S E
R V
O
R-001
-0
.d
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
A N
S I
D
F
IN
A L
W
IC
K E
T G
A T
E L
O C
K R
E P
L A
C E
M E
N T
P O
W E
R H
O U
S E
S N
A K
E R
IV
E
R
L
IT
T L
E G
O O
S E
L O
C K
A N
D D
A M
W
E F
Q
M A
R C
H
L L
A W
A L
L A
W
A S
H
IN
G T
O N
A D
D R
E S
S
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
O
P T
IO
N
U
O P
T
IO
N
S E
M B
L Y
A U
T O
M A
T
IC
G A
T E
L O
C K
R-002
-0
.d
F O
R I
N F
O R
M A
T
IO
N O
N
Y
| LITTLE GOOSE CONTRACT DRAWINGS FINAL |
| LITTLE GOOSE RESOURCE DRAWINGS FINAL |
| 2021-03-16T17:03:19-0700 | |
| MILES.STEVEN.ROBERT.1031191196 |
| 2021-03-17T16:09:10-0700 | |
| CALNON.JAMES.D.1231641170 |
| 2021-03-18T08:49:01-0700 | |
| RENSHAW.KEVIN.M.1230505310 |
| 2021-03-18T09:58:53-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2021-03-19T11:03:16-0700 | |
| WESTON.DWAYNE.M.1231638152 |
File details come from the government source that posted it. Updated .