A.03.09 VOL 2 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 the U.S. Army Corps of Engineers Walla Walla District at Little Goose and Lower Granite Dams. The scope of work includes six sets of wicket gate locks and two spare sets. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Walla Walla. Products required include components for the wicket gate lock sets as defined in the solicitation documentation.
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Other files
| File | Type | Posted |
|---|---|---|
| B.08.02 Solicitation (W912EF21Q0023)`.pdf | ||
| A.03.09 VOL 1 W912EF21Q0023 Plans.pdf |
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Text version
Washtucna
Riparia
GOOSE
DAM
LITTLE
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ID
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B. N.
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NAVIGATION LOCK
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8, 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
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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VOLUME 2
WICKET GATE LOCK REPLACEMENT
POWERHOUSE
SNAKE RIVER
LOWER GRANITE LOCK AND DAM
VOLUME 2
WICKET GATE SERVO LOCK REPLACEMENT
VOLUME 1 - LITTLE GOOSE
WICKET GATE SERVO LOCK REPLACEMENT
VOLUME 2 - LOWER GRANITE
MARCH 2021
W912EF21Q0023
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.
S T
E V
E N R
M
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D A
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VOLUME 2
S T
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M
IL
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INDEX TO DRAWINGS
GENERAL
FILE NUMBER
NO.
SHEET
TITLE
INDEX TO DRAWINGS
DRAWING NUMBER
NO.
SHEET
RES.
TITLE
MECHANICAL INSTALL
B
C
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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 BRACKET
JUNCTION BOX
HYDRAULIC CYLINDER
MOUNTING BRACKET
HYDRAULIC CYLINDER
ASSEMBLY
PLUNGER ROD
ROLLER LEVER LIMIT SWITCH
MOUNTING BRACKET
LIMIT SWITCH
A N
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IN
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N
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N
S T
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B L
Y
M-101
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-1 .d
D A
L T
O N
VOLUME 2
G11
ISOMETRIC VIEW
SCALE: NOT TO SCALE
A2
SERVO ASSEMBLY
SCALE: 1 1/2" = 1'-0"
A12
DETAIL
SCALE: 6" = 1'-0"
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:
H17
M-101
M-101
A12
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
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
N T
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N O
S O
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A
T
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U E
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S I Z
E
M A
R K
D E
S C
R
IP
T
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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
A N
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K A
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D A
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W
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M A
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L L
A W
A L
L A
W
A S
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IN
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N
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M-102
M
T H
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O N
D
L U
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P
M
-1 .d
D A
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O N
VOLUME 2
H12
RIGHT ISOMETRIC VIEW
SCALE: 1 1/2" = 1'-0"
H2
SERVO ASSEMBLY ENGAGED
SCALE: 1 1/2" = 1'-0"
B15
SECTION - SERVO ASSEMBLY ENGAGED
SCALE: 1 1/2" = 1'-0"
B2
SECTION - SERVO ASSEMBLY DISENGAGED
SCALE: 1 1/2" = 1'-0"
ITEMS IN BOLD INDICATE EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES:
SOME COMPONENTS REMOVED FOR CLARITY
SOME COMPONENTS REMOVED FOR CLARITY
B
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US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
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(2 3/4 ")
.1
/8
/8
1 1/2 "
11 1/4 "
1 1/4 "3 1/4 "3 1/4 "
/4
9"
4.5" H7 THRU
5"
1'-6"
7"
/4
2 1/2 "
6.375"
6.250"
.0
" 6
R 1/4"
A
.010 A
A N
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M-103
M
T H
O M
P S
O N
D
L U
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Y
P
M
-1 .d
D A
L T
O N
VOLUME 2
G15
ISOMETRIC VIEW
NOT TO SCALE
±1/166. 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:
G8
HAND ORIENTATION
PLAN - STOP BLOCK BRACKET TOP RIGHT
SCALE: 6" = 1'-0"
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
B7
STOP BLOCK BRACKET TOP - FRONT VIEW
SCALE: 6" = 1'-0"
G1
ORIENTATION
PLAN - STOP BLOCK BRACKET TOP LEFT HAND
SCALE: 6" = 1'-0"
B
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D E
S
IG
N E
D B
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C O
N T
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N O
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IT
A
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SHEET ID
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US Army Corps
U .S
A
R M
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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
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IN
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M-104
M
T H
O M
P S
O N
D
L U
N D
Y
P
M
-1 .d
D A
L T
O N
VOLUME 2
G2
LEFT SIDE VIEW
STOP BLOCK BRACKET TOP
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:
G8
BOTTOM VIEW
PLAN - STOP BLOCK BRACKET TOP
SCALE: 6" = 1'-0"
A
SECTION
SCALE: 6" = 1'-0"
G16
RIGHT SIDE VIEW
STOP BLOCK BRACKET TOP
SCALE: 6" = 1'-0"
M13
M-104
M-104
B
C
D
E
F
G
H
J
K
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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 O
W E
R G
R A
N
IT
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 .d
D A
L T
O N
VOLUME 2
B1
ISOMETRIC VIEW
NOT TO SCALE
H5
LEFT HAND ORIENTATION
STOP BLOCK BRACKET BOTTOM
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:
H12
RIGHT HAND ORIENTATION
PLAN - STOP BLOCK BRACKET BOTTOM
SCALE: 6" = 1'-0"
A15
FRONT VIEW
STOP BLOCK BRACKET BOTTOM
SCALE: 6" = 1'-0"A7
SIDE VIEW
STOP BLOCK BRACKET BOTTOM
SCALE: 6" = 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
/4
/4
M
IN
1/4 - 20 UNC - 2A
1"
" 1
/2
CL
3/16
2B .25
/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"
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
CYLINDER MOUNTING FLANGE
DEPENDENT ON HYDRAULIC
HOLE SIZE AND PLACEMENT
/2
1/2 " 2"
/2
/2
1/2 "
1 1/2 "
/2
4"
THRU
SWITCH SELECTION
DEPENDENT ON LIMIT
FINAL HOLE PLACEMENT
1/2 "
/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 O
W E
R G
R A
N
IT
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 .d
D A
L T
O N
VOLUME 2
H12
LIMIT SWITCH MOUNTING BRACKET
SCALE: 6" = 1'-0"
H2
PLUNGER ROD
SCALE: 6" = 1'-0"
H5
PLUNGER LEVER
SCALE: 12" = 1'-0"
H9
AND LEVER
PLUNGER ROD
SCALE: 6" = 1'-0"
H17
ISOMETRIC VIEW
SCALE: NOT TO SCALE
A6
STIFFENER PLATE
SCALE: 3" = 1'-0"
A11
HYDRAULIC CYLINDER MOUNTING BRACKET
SCALE: 6" = 1'-0"
D15
ISOMETRIC VIEW
NOT TO SCALE
USE HEAT TREATABLE FILLER MATERIAL FOR ALL STEEL WELDMENTS.
D1.1 MINIMUMS. HEAT TREAT ALL WELDS IN CONJUNCTION WITH BASE METAL.
7. COMPONENTS SHALL BE WELDED "AROUND ALL" AND SIZED PER AWS
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:
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
9"
/2
4 1/2 "
/2
4 1/2 "
/4
END THREAD
CYLINDER ROD
MATCH HYDRAULIC
DRILL AND TAP TO
R 3/4" TYP
1/4
13 UNC 2B 1
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
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 O
W E
R G
R A
N
IT
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 .d
D A
L T
O N
VOLUME 2
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:
G1
MOUNTING BRACKET
SCALE: 3" = 1'-0"
A4
STOP BLOCK
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
A12
MOUNTING PIN
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
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
VOLUME 2
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
VOLUME 2
F O
R I
N F
O R
M A
T
IO
N O
N
Y
| LOWER GRANITE CONTRACT DRAWINGS FINAL |
| LOWER GRANITE RESOURCE DRAWINGS FINAL |
| 2021-03-16T17:07:31-0700 | |
| MILES.STEVEN.ROBERT.1031191196 |
| 2021-03-17T16:30:19-0700 | |
| CALNON.JAMES.D.1231641170 |
| 2021-03-18T08:56:39-0700 | |
| RENSHAW.KEVIN.M.1230505310 |
| 2021-03-18T09:56:58-0700 | |
| PALMER.MARCUS.DAVID.1161674717 |
| 2021-03-19T11:04:38-0700 | |
| WESTON.DWAYNE.M.1231638152 |
File details come from the government source that posted it. Updated .