Vol1_21R0015_Plans.pdf
PDF 27 MB Posted
- Attached to
- McNary Intake Gates and Isophase Bus Systems
- Solicitation number
- W912EF21R0015
About this file
This document contains details for a federal construction contract opportunity to rehabilitate the intake gates and isophase bus systems at the McNary Dam powerhouse located in Umatilla County, Oregon. The contract involves rehabilitating or replacing 45 intake gates, 90 hydraulic cylinders, 45 support beams and associated control systems. It also requires replacing the existing 15kV and 2,500V copper isophase bus systems with new aluminum bus rated for higher amperage, installing new synchronizing potential transformer cubicles, replacing cracked high voltage bus segments, and upgrading manual disconnect switches to motorized units. The estimated value is between $25-100 million. The period of performance is from December 2021 to May 2030. Work will occur during scheduled six-month unit outage windows from 2023-2029 when generating units will be taken offline two at a time. The solicitation will be posted to Beta.Sam.gov in June 2021 with a proposal due date stated in the solicitation. The contract will be a fixed price award determined through a best value tradeoff evaluation.
View the file
Other files
Show all 21
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
FISHWAY
OREGON SHORE
SOUTH NON-OVERFLOW
PUMPHOUSE
FISH FACILITIES
JUVENILE
SUB -STATION
SHORE FISHWAY
WASHINGTON
RIGHT ABUTMENT
NAVIGATION LOCK
NORTH NON-OVERFLOW
P O W E R H O U S E
WITH LIGHT
CONC. PILLAR
RAMP
BOAT
RAMP
BOAT
FISH COUNTING STATION
LEFT ABUTMENT
C.B.L.
DOCK
TANK
DOCK
LOADING
WELL NO 2
A N
S I
D
IN
T
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F R
W A
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
D
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
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
P H
A R
P O
L E
D C
O U
R S
O N
M
V
G
-0
.d g n
M D
P -1
-0 /1
S H
IN
N
E N
P
.E
LOCATION MAP
SCALE: NTS
D7
VICINITY MAP
SCALE: NTS
D1
SITE PLAN
SCALE:
G13
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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
J U
N E
F
IN
A L
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
PENDLETON
WALLA WALLA
PASCO
KENNEWICK
COLFAX
PULLMAN
RICHLAND
DAM
OREGON
WASHINGTON
HARBOR
ICE
CLARKSTON
LEWISTON
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.
E A
K
IV
E
R
SN
Cr ee kD ry
R
R
Flat
Union
N O
N
Cr.
As oti n
TUCAN
Camp Wooten
R
GRANITE
LOWER
DAM
YA
K
A
IM
R
McNARY
R
IV
E R
DAM
CO
U
M L
IA
B Cr
RIVER
R O
N D E
GRANDE
U M
A
TILLA
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.
Umatilla
Plymouth
Almota
MONUMENTAL
LOWER
DAM
W A
L L
A
Walla Walla District of Engineers
US Army Corps
SOLICITATION NO.: W912EF21R0015
CONTRACT NO.:
R I V E R
C O L U M B I A
To Plymouth
W A L L U L A L A K E
OREGON
S P
I L L
W A
Y
TO
U
M A
TI
LL
A
WASHINGTON
N 5,000
E ,3
,0
E
,0
N 8,000
N 225,000
N 6,000 x x x x x x x x x x x x x x x xx x x x x x x x
N 7,000 xx x x x x x
N 2,000
N 3,000
( NORTH SHORE )
W A S H I N G T O N
WALL
CONC
x x x x x x x x x x x x x x x x xx x x x x x
Flow x x x x x xx x x x x x x
Access
N 3,000
3 RD
ST.
x x x x N 2,000 x x x
N 219,000 x x x xx x x x xx x x x
LIN
E 4
0 K V
LIN
E 3
0 K V
LIN
E 5
0 K V x
LIN
E 1
0 K V
LIN
E 6
5 K V
LIN
E 2
0 K V
N 3,000
N 2,000 x
Flow
E ,3
,0 x
N 221,000 x x x x x
281282 xx
.4
TO UMATILLA
AREA
STORAGE
(SOUTH SHORE)
O R E G O N
STORAGE AREA
U P R
R (SP
UR)
YARD
SWITCH
BPA
ISSUE DATE: JUNE 2021
INTAKE GATES AND HYDRAULICS
HEADGATE SYSTEM REHABILITATIONVOLUME 1
VOLUME 2
SWITCHES
ISOPHASE BUS AND DISCONNECT
NN
L O
C A
L G
R
ID
N O
R T
H
S O
L
ID
C O
N S
T R
U C
T
IO
N
INTAKE GATE AND ISOPHASE BUS SYSTEMS
POWERHOUSE
COLUMBIA RIVER
McNARY LOCK & DAM
SUBMITTED BY:
SUBMITTED BY:
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.
HYDROELECTRIC DESIGN CENTER
CHIEF OF ELECTRICAL BRANCH
JORDAN FINK, 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.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
T R
U E N
WALLA WALLA DISTRICT
CHIEF OF ELECTRICAL DESIGN SECTION
, P.E.LEVI VAN STEDUM
SUBMITTED BY:
WALLA WALLA DISTRICT
CHIEF OF STRUCTURAL DESIGN SECTION
DANIELLE FICHERA, P.E.
S I
IN
T
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
L U
M E
D R
A W
IN
G
I N
D E
X
G-002
P H
A R
P O
L E
D C
O U
R S
V
G
-0
.d g n
M D
P -1
-0 /2
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
VOLUME 1 INDEX TO DRAWINGS
GENERAL
FILE NAME
NO.
SHEET
TITLE
VOLUME 1 INDEX TO DRAWINGS
FILE NAME
NO.
SHEET
TITLE
MECHANICAL INSTALL
ELECTRICAL REMOVAL
ELECTRICAL INSTALL
STRUCTURAL REMOVAL
STRUCTURAL INSTALL
MECHANICAL REMOVAL
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
S T
E V
E N
R
M
IL
E S
P
L U
M E
D R
A W
IN
G
I N
D E
X
G-003
J R
A E
T Z
E
V A
U G
H
V
G
-0
.d g n
M D
P -1
-0 /3
A
S A
W A
B
VOLUME 1
A N
S I
D
IN
T
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
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
J U
N E
F
IN
A L
VOLUME 2 INDEX TO DRAWINGS
GENERAL
FILE NAME
NO.
SHEET
TITLE
VOLUME 2 INDEX TO DRAWINGS
FILE NAME
NO.
SHEET
TITLE
ELECTRICAL REMOVAL
ELECTRICAL INSTALL
ELECTRICAL INSTALL CONTINUED
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
V O
L
E
S O
U R
C E
D R
A W
IN
G
S
D R
A W
IN
G
I N
D E
X
G-004
P H
A R
P O
L E
D C
O U
R S
V
G
-0
.d g n
M D
P -1
-0 /3
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
TITLETITLE
INTAKE GATES HYDRAULIC SYST. REHAB (1983 CONTRACT DWGS)
INTAKE GATES HYDRAULIC SYST. REHAB (SHOP DWGS)
SUPPORT BEAM (ORIGINAL SHOP DRAWINGS)
SUPPORT BEAM MODIFICATIONS (2008 CONTRACT DRAWINGS)
SUPPORT BEAM MODIFICATIONS (SHOP DRAWINGS)
INTAKE GATE HYDRAULIC CYLINDERS (SHOP DRAWINGS)
INTAKE GATE DOGS (SHOP DRAWINGS)
INTAKE GATES ROLLER CHAIN (SHOP DRAWINGS)
INTAKE GATES (SHOP DRAWINGS)
MCNARY DAM (ORIGINAL CONTRACT DRAWINGS)
VOLUME 1 INDEX TO RESOURCE DRAWINGS
NUMBER
SHEET
FILE NUMBER
RESOURCE
NUMBER
SHEET
FILE NUMBER
VOLUME 1 INDEX TO RESOURCE DRAWINGS
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
V O
L
R
E S
O U
R C
E D
R A
W
IN
G S
D R
A W
IN
G
I N
D E
X
G-005
P H
A R
P O
L E
D C
O U
R S
V
G
-0
.d g n
M D
P -1
-0 /4
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
TITLE TITLE
McNARY DAM (GATE REPAIR PIT )
VOLUME 1 INDEX TO RESOURCE DRAWINGS
NUMBER
SHEET
FILE NUMBER
NUMBER
SHEET
FILE NUMBER
VOLUME 1 INDEX TO RESOURCE DRAWINGS
McNARY DAM (OIL STORAGE ROOM )
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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
V O
L
R
E S
O U
R C
E D
R A
W
IN
G S
D R
A W
IN
G
I N
D E
X
G-006
J R
A E
T Z
E
V A
U G
V
G
-0
.d g n
M D
P -1
-0 /6
A
S A
W A
B
VOLUME 1
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
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
J U
N E
F
IN
A L
RESOURCE
DRAWING NUMBER
VOLUME 2 INDEX TO RESOURCE DRAWINGS VOLUME 2 INDEX TO RESOURCE DRAWINGS
TITLE
NUMBER
SHEET TITLE
GENERAL POWERHOUSE DRAWINGS, ISOPHASE, 115 &230KV EQUIPMENT
ONE-LINE & THREE-LINE DIAGRAMS
NUMBER
SHEET DRAWING NUMBER
MAIN UNITS SWITCHBOARDS
RELAY TERMINAL UNITS
ROOF TOP SURGE ARRESTORS AND DISCONNECT GROUNDING MATS
CQ MCCs ELEVATION & ONE-LINES (STATION SERVICE AS-BUILTS)
SCHEMATIC/CONNECTION WIRING DIAGRAMS
MAIN TRANSFORMERS SHOP DRAWINGS
McNARY DISC SW KEY INTERLOCKS 1954 SHOP DWG
HIGH VOLTAGE DISCONNECT SWITCH SHOP DRAWINGS
STEEL LATTICE STRUCTURE
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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
V O
L
R
E S
O U
R C
E D
R A
W
IN
G S
D R
A W
IN
G
I N
D E
X
G-007
J R
A E
T Z
E
V A
U G
V
G
-0
.d g n
M D
P -1
-0 /7
A
S A
W A
B
VOLUME 1
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F R
L L
A W
A L
L A
W
A S
H
IN
G T
O N
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
J U
N E
F
IN
A L
TITLEDRAWING NUMBER DRAWING NUMBER
VOLUME 2 INDEX TO RESOURCE DRAWINGS VOLUME 2 INDEX TO RESOURCE DRAWINGS
TITLE
NUMBER
SHEET
NUMBER
SHEET
STEEL LATTICE STRUCTURE CONTINUED
SHORE FISHWAY
WASHINGTON
S
H
IN
G T
E
G O
N
S P I L L W A Y
P O W E R H O U S E
T O P
L Y
M O
U T
H
T O U
M A T
IL
L A
L N
A V . L
O C
K C
N
,0
A C
C E
S S
X
X
P O
N D
POND
POND
POND
POND
PARK
N
,0
U
P
S P
U R
L A K E W A L L U L A
U M
A T
IL
L A
T O
R
D S
T
WASHINGTON OREGON
SOUTH NON-OVERFLOW
FISH FACILITIES
JUVENILE
ADULT FISHWAY
OREGON SHORE
SECURITY GUARD SHACK
TAILRACE ENTRANCE GATE
PARKING
GOVERNMENT
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
C
N T
R A
C T
O R
S T
A G
IN
G
A R
E A
S
IT
E P
L A
N
G-101
P .H
A R
P O
L E
E
V A
U G
V
G
-1
.d g n
M D
P -1
-0 /8
S H
IN
N
E N
P
.E
VOLUME 1
GATE REPAIR PIT
SEE NOTE 6
QUONSET HUT AREA.
AREA. SEE NOTE 7
CANAL WEST PARKING
SEE NOTES 5 AND 7
YARD EAST AREA.
MAINTENANCE
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
J U
N E
F
IN
A L
A1
SITE PLAN - CONTRACTOR STAGING AREA
SCALE: 1" = 1"
NORTH
PLAN
0 1" 2"1/2"
F L
O W
GENERAL NOTES
A17
DETAIL
SCALE: NTS
NORTH
PLAN
G-101
L10
ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED ELECTRICIAN.
TO SUPPLY THEIR TRAILERS WITH POWER AS NEEDED. ALL
IS RESPONSIBLE FOR PROVIDING AN APPROPRIATE POWER CENTER
30 AMP/480 VOLT PIN AND SLEEVE RECEPTACLE. THE CONTRACTOR
QUONSET HUT AREA ELECTRICAL SERVICE IS LIMITED TO ONE 9.
TO THE QUONSET HUT FOR GOVERNMENT EMPLOYEES.
GOVERNMENT'S DIRECTION TO ENSURE AN ADEQUATE ROAD PATH
OFFICE TRAILERS MUST BE ARRANGED IN ACCORDANCE WITH THE 8.
PERSONAL VEHICLES.
AVAILABLE FOR PARKING OF CONTRACTOR EMPLOYEE ARE
CANAL WEST PARKING AREA AND MAINTENANCE YARD EAST AREA 7.
PARKING IS LIMITED TO A MAXIMUM OF THREE VEHICLES IN THIS AREA.
OR CONTAINERS ARE ALLOWED IN THIS AREA. CONTRACTOR VEHICLE
AREA, SEE NOTE 9 FOR ADDITIONAL DETAILS. NO STORAGE TRAILERS
ADDITIONAL DETAILS. ELECTRICAL SERVICE IS AVAILABLE IN THIS
TRAILERS (10 FEET BY 40 FEET MAXIMUM), SEE NOTE 8 FOR
QUONSET HUT AREA AVAILABLE FOR A MAXIMUM OF THREE OFFICE 6.
TRAILERS. THERE ARE NO UTILITIES AVAILABLE IN THIS AREA.
OF TWO 40-CUBIC-YARD DUMPSTERS, AND ADDITIONAL OFFICE
EQUIPMENT STORAGE AND STAGING, TOOL TRAILERS, A MAXIMUM
MAINTENANCE YARD EAST AREA IS A GRAVEL LOT AVAILABLE FOR 5.
CONTRACTOR STAGING, STORAGE, AND OFFICE TRAILER AREAS.
SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR4.
STAGING AREAS INSIDE THE POWERHOUSE.
SEE VOLUME 2, SHEETS G-101 THROUGH G-106 FOR STORAGE AND 3.
RESTRICTIONS.
SEE SPECIFICATIONS FOR POWERHOUSE INTAKE DECK ROADWAY2.
THIS SHEET APPLIES TO VOLUMES 1 AND 2.1.
A17
G-101
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
G
E N
E R
A L
N O
T E
S
E L
E C
T R
IC
A
L S
Y M
B O
L S
A
B B
R E
V
IA
T
IO
N S
G-102
P H
A R
P O
L E
D O
N C
O U
R S
V
G
-1
.d g n
M D
P -1
-0 /9
K S
IR
A
C U
S A
VOLUME 1
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
J U
N E
F
IN
A L
METAL-CLAD CIRCUIT BREAKER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
INDICATES TRIP RATING IN AMPERES
METAL ENCLOSED AIR CIRCUIT, NUMBER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
FUSE
OVERLOAD RELAY
VOLTAGE OR CONTROL TRANSFORMER
DISCONNECT SWITCH
3P INDICATES 3-POLE
2P INDICATES 2-POLE
INDICATES TRIP RATING IN AMPERES.
MOLDED-CASE CIRCUIT BREAKER, NUMBER
OF THE LOWEST VALUE
WHICH THEY RESPOND ARE
OR WHEN QUANTITIES TO
IN DE-ENERGIZED POSITION
CONNECTION TO GROUND BUS
NON-FUSED HP RATED DISCONNECT SWITCH
TRANSIENT SUPPRESSOR
N.O. PUSH BUTTON
N.C. PUSH BUTTON
INTEGRAL MOTOR STARTER
MANUAL MOTOR STARTER
(NUMBER INDICATES NEMA SIZE RATING)
COMBINATION MOTOR STARTER
FUSED HP RATED DISCONNECT SWITCH
JUNCTION BOX
IDENTIFIES CKTS.
IDENTIFY PANEL, NUMBER(S) AT ARROW
INDICATE NUMBER OF CKTS, LETTERS
HOME RUN TO PANELBOARD. ARROWS
CONDUIT CAPPED BELOW FIN. GRADE
GROUND INSERT IN FLOOR
(SIZE AS INDICATED).
EMBEDDED GROUND CONDUCTOR
LP-1,3
CONDUIT EXPOSED
CONDUIT EMBEDDED IN FLOOR OR WALL
CONDUIT TURNING TOWARD OBSERVER.
CONDUIT TURNING AWAY FROM OBSERVER.
POSITION SWITCH
AC CONTACTOR
MANUAL TRANSFER DEVICE
OR RATE-OF-RISE RELAY
INSTANTANEOUS OVERCURRENT
DEVICE FUNCTION AS NOTED.
NUMBER OR LETTERS INDICATE
AUXILIARY RELAY.
SUFFIX X INDICATES ASSOCIATED
SUFFIX USED FOR IDENTIFICATION.
BY BELL ALARM CONTACT.
SUFFIX Z INDICATES OPERATED
NOMENCLATUREGRAPHIC SYMBOLS ELECTRICAL ABBREVIATIONS
CONTROL ABBREVIATIONS
CONDUIT AND GROUNDING
LOCK
FISH RELATED
NON-OVERFLOW DAMD
F
L -
1. SWITCHBOARDS AND SWITCHGEAR
480V SWITCHGEAR (NAV LOCK)
480V SWITCHBOARD (MAIN UNITS)
480V SWITCHBOARD (FISHWATER UNITS)
13.8kV SWITCHGEAR (STATION SERVICE)
SUA
SU
LCQ
SJ
2. LOAD CENTERS
480V (POWERHOUSE)
480V (DAM LIGHTING)
SQ
FCQ
DQ
DCR1
CQ
480V (NON-OVERFLOW DAM)
480V SUBSTATION (POWERHOUSE)
3. APPARATUS
CURRENT TRANSFORMER
BATTERY
MOTOR CONTROL CENTER
BREAKER (ADD VOLTAGE LETTER)
DISC. SWITCH (ADD VOLTAGE LETTER)Z
X
MCC
M
CT
B
A. TERMINAL EQUIPMENT
B. MODIFYING TERMS FOR TERMINAL EQUIPMENT
MOTOR
J
P
Q
R
N NEUTRAL (i.e. GN1,TN1)
120/240 (120/208)
480V
5kV
13.8kV r q p j d c
2. SERVICE CODE OR VOLTAGE CLASS
-CONTROL CIRCUITS
0-48V AC/DC
POWER CIRCUIT, 13.8kVAC
POWER CIRCUIT, 4160VAC
POWER CIRCUIT, 480VAC
SPARE CONDUITs - T1
-DEDICATED T1 CIRCUITS
IDENTIFIED AS FOLLOWS:
1. ELECTRICAL CIRCUITS AND CONDUITS ARE
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
CIRCUITS; I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
B. A TWO-PART NUMBER IS USED FOR MOST
CQA3-q1.
CIRCUIT; e.g. CQA3-c1 WOULD CONTROL
THE NUMBER OF THE CONTROLLED POWER
C. CONTROL CIRCUIT NUMBERS CORRESPOND TO
3 INDICATES THREE CONDUCTORS.
THREE-CONDUCTOR CABLE WHILE A NUMERAL
BY SUFFIX "C"; i.e., 3/C INDICATES A
2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED
C. CIRCUIT AND ROUTING IDENTIFICATION
480V (FISH RELATED)
POWER CIRCUIT (120/240 OR 120/208 VAC)
CONDUIT.
TO THE CIRCUIT CONTAINED WITHIN THE
D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL
CONTACTS (NC)
CONTACTS (NO)
BOTTOM NO. INDICATES SHEET REFERENCED
TOP NO. INDICATES DETAIL
DETAIL REFERENCE
XX/M MAG ONLY RATING SHOWN
OR MOTOR CIRCUIT PROTECTOR
XXXA CURRENT RATING NOTED
CIRCUIT BREAKER
# INDICATES APPROX HP RATING
MOTOR
ZZ
ZV
ZT
ZS
YS
XMTR
WS
VT
VS
UTP
TVSS
TT
TI
TE
TDR
T/XFMR
STP
STA
SS
SOL/SV
SCR
SCADA
S/N
RVSS
RLS
RIO
REG
PY
PWR
PTT
PT
PS
PRX
PRV
PLC
PL
PI
PDT
PC
PBL
PB
PA
MIT
ME
MCR
LT
LS
LE
LC
IR
IY
I/P I/O
HV
HMI
HOA
FZ
FWS
FU
FM
FC
ETM
DT
DSA
DS
DPM
DO
DTAP
DNET
DI
BP
CV
CU
CS
CR
CP
AWS
AUX
AO
ALM/AH
AIR
AI
POSITIONING LINEAR ACTUATOR (ELECT)
PNEUMATIC PISTON ACTUATOR
POSITION TRANSMITTER
LIMIT SWITCH
AUX ATS SWITCH
TRANSMITTER
WEIGHT/TENSION SWITCH
VIBRATION TRANSMITTER
VIBRATION SWITCH
UNSHIELDED TWISTED PAIR
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TEMPERATURE TRANSMITTER
TEMPERATURE INDICATOR
TEMPERATURE ELEMENT
TIME DELAY RELAY
TRANSFORMER
SHIELDED TWISTED PAIR
STATION (OPERATOR CNTRL)
SELECTOR SWITCH
SOLENOID/SOLENOID VALVE
SAFETY CONTROL RELAY
SUPERVISORY CTRL & DATA ACQUISITION
SOLID NEUTRAL
REDUCED VOLTAGE SOFT STARTER
ROTARY LIMIT SWITCH
REMOTE I/O
PRESSURE REGULATOR
PRESSURE CONVERTER
POWER
PRESS TO TEST
PRESSURE TRANSMITTER
PRESSURE SWITCH
PROXIMITY SWITCH
PRESSURE REGULATING VALVE
PROGRAMMABLE LOGIC CONTROLLER
PILOT LIGHT
PRESSURE INDICATOR
DIFFERENTIAL PRESSURE TRANSMITTER
PERSONAL COMPUTER
PUSH BUTTON, LIGHTED
PUSH BUTTON
PLANT AIR
RELATIVE HUMIDITY INDICATING XMTR
RELATIVE HUMIDITY/MOISTURE ELEMENT
MASTER CONTROL RELAY
LEVEL TRANSMITTER
LEVEL SWITCH
LEVEL ELEMENT
LEVEL CONTROLLER
INDUCTION RELAY
CURRENT CONVERTER
CURRENT TO PRESSURE TRANSDUCER
INPUT/OUTPUT
HAND VALVE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO
VALVE POSITION (FLOW)
FACILITY WATER SUPPLY
FUSE
FLOW METER
FLOW CONTROLLER
ELAPSED TIME METER
DEVICENET TAP
DEVICENET STARTER ASSEMBLY
DISCONNECT SWITCH
DIGITAL POWER METER
DISCREET OUTPUT
DEVICENET TAP
DEVICENET
DISCREET INPUT
BYPASS (CONTACTOR)
CONTROL VALVE
COPPER
CONTROL SWITCH
CONTROL RELAY
CONTROL PANEL
AUXILLARY WATER SUPPLY
AUXILIARY
ANALOG OUTPUT
ALARM/ANNUNCIATOR HORN
AMPERE INTERRUPT RATING
ANALOG INPUT
BOTTOM NO. INDICATES SHEET REFERENCED
TOP LETTER INDICATES ELEVATION/SECTION
ELEVATION/SECTION REFERENCE
THERMOSTAT
CONTACTOR (OPERATING COIL)
Y=YELLOW, B=BLUE, ETC.)
(A=AMBER,G=GREEN,R=RED, W=WHITE,
PUSH TO TEST INDICATING LIGHT
SAMPLE DEVICE FUNCTIONS
LIMIT SWITCH (N.C.)
(N.O., CLOSES ON DROPPING TEMPERATURE)
TEMPERATURE SWITCH
LIMIT SWITCH (N.O.)
MASTER CONTACTOR
RAISE CONTACTOR
LOWER CONTACTOR
GENERAL NOTES
u
DQ1-q1-MTS1
(BUS STAB, PLUG/RECEPT, ETC.)
DISCONNECTING DEVICE
(NUMBER INDICATES NEMA SIZE)
W/ EXTERNAL DISCONNECT
COMBINATION MOTOR STARTER
(NUMBER INDICATES AMP RATING)
EXTERNALLY OPERATED
3-POLE DISCONNECT SWITCH,
MOTOR OPERATED VALVE
G
SPD
GENERATOR
SURGE PROTECTION DEVICE
ENGRAVED LETTERING
3.5" L X 0.53" H WITH 1/4 " (MIN.)
ALUMINUM OR BRASS MARKER PLATE
(SEE NOMENCLATURE, THIS SHEET)
CONDUIT I.D AND SIZE
ALUMINUM OR NYLON STRAPS
SECURE TO CONDUIT WITH EITHER
OR CABLE
NUMBER & SIZE OF CONDUCTORS
(SEE NOMENCLATURE, THIS SHEET)
CIRCUIT I.D.
NYLON STRAPS
LETTERING. SECURE TO CABLE WITH
4" L X 0.5" H WITH 1/4 " (MIN.)
VINYL (SELF-LAMINATING) TAG
EXPOSED CONDUITS
MUTLI-CONDUCTOR CABLES AND BUNDLES
(WITHIN BOXES, ENCLOSURES, AND PANELS)
EXAMPLES
CONDUIT AND CABLE I.D. (SEE NOTE 2)
D. CONTROL WIRE IDENTIFICATION
XXXXX (SGCC1) TB1-3
XXXXX (RLS1) T-1
WIRE LABEL WITHIN CONTROL CABINET
WIRE LABEL AT CONTROL DEVICE OR EQUIPMENT
RLS1 ON TERMINAL T-1. INTERNAL WIRE NUMBER IS XXXXX.
BLOCK TB1-3 AND IT IS TERMINATED AT ROTARY LIMIT SWITCH
LIMIT SWITH (RLS1). ORIGIN OF WIRE IN SGCC1 IS TERMINAL
CONTROL WIRE FROM CONTROL CABINET (SGCC1) TO ROTARY
EXAMPLE:
TRANS. OIL PUMP 4C1).
(i.e. CQ24-q1-4C1 IS A CIRCUIT GOING TO
THE DESIGNATION ASSIGNED TO THE DEVICE
TO SEPARATELY MOUNTED DEVICES RECEIVE
COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS
CIRCUIT TO CT'S IN CIRCUIT BREAKER XJ1
TERMINAL EQUIPMENT DESIGNATION (e.g. THE
PART OF TERMINAL EQUIPMENT RECEIVE THE
E. CIRCUITS TO DEVICES FORMING AN INTEGRAL
XFMR
WT
WP
W
VS
VM
VAM
V
UPS
U/S
UH
UG
TYP
TR
TC
TB
SV
STB
SS
SPST
SPDT
SPD
S/N
SM
SGCC
SG
SF
SA
RN
RGS
REF
RCPT
R
PTT
PS
PR
PNL
PH
PDB
PB
PART
OL
O
NP
NO
NC
NA
N
MTS
MPC
MS
MLO
MH
MD
MCP
MCC
MCB
M/MTR
LSI
L/R
LR
LTG
LT-FLEX
LC
L
J/JB
IPS
INST
INCAND
IG
HTR
GI
GFE
GFCIP
GFCI
GALV
G/GND
GAM
F/O
FLUOR
FLR
FDR
FCB
F,FU
EXST
EMD
EMC
EM
EL
EGAM
EF
EGC
D/S
DIV
CV
CT
CS
CRT
CPU
CPT
CPMP
CND
CL
CGB
CKT
CB
C
BK
BCG
AWG
ATS
AT
AL
AIR
AIC
AFG
AFF
AF
A
LLS LIQUID LEVEL SWITCH
M
3P
START OF RUN
VOLTAGE CLASS
SERVICE CODE OR
END OF RUN
CIRCUIT NUMBER
PTT
M
R
L
ES504
ES404
3#1/0, 1#8 EGC
SUA-q1-CQA3
OL OL
42X
42-1
OR
OR
OR
X
OR
Z
52-()
G.I.
J
X X/M
W
M
A
SUA-q1-CQA3, 2"
TERMINATION POINT AT DESTINATION
WIRE NUMBER
DESTINATION CABINET OR EQUIPMENT
WIRE NUMBER
DESTINATION DEVICE OR EQUIPMENT
TERMINATION POINT IN SGCC1
TRANSFORMER
WATERTIGHT
WEATHERPROOF
WATT
VOLTMETER SWITCH
VOLTMETER
VALVE ACTUATOR MOTOR
VOLTS
UNINTERRUPTIBLE POWER SUPPLY
UPSTREAM
UNIT HEATER
UNDERGROUND
TYPICAL
TRIAD
TERMINAL CABINET
TERMINAL BLOCK
SOLENOID VALVE
SHORTING TERMINAL BLOCK
STAINLESS STEEL / SOFT STARTER
SINGLE-POLE SINGLE-THROW
SINGLE-POLE DOUBLE-THROW
SURGE PROTECTION DEVICE
SOLID NEUTRAL
SINGLE MODE (FIBER)
SPILLWAY GATE CONTROL CABINET
SPILLWAY GATE
SUPPLY FAN
SURGE ARRESTOR
RUN
RIGID GALVANIZED STEEL CONDUIT
REFERENCE INFORMATION
RECEPTACLE
RAISE
PUSH TO TEST
PRESSURE SWITCH
PAIR
PANEL
PHASE
POWER DISTRIBUTION BLOCK
PULL BOX
PARTIAL
OVERLOAD RELAY
OPEN
NAMEPLATE
NORMALLY OPEN
NORMALLY CLOSED
NON-AUTOMATIC, NON-APPLICABLE
NEUTRAL
MANUAL TRANSFER SWITCH
MINI-POWER CENTER (XFMR AND PNL)
MOTOR STARTER
MAIN LUGS ONLY
MANHOLE / METAL HALIDE
MOTION DETECTOR
MOTOR CIRCUIT PROTECTOR
MOTOR CONTROL CENTER
MAIN CIRCUIT BREAKER
MOTOR
LONG-TIME, SHORT-TIME, INSTANTANEOUS
LOCAL/REMOTE
LATCHING RELAY
LIGHTING
LIQUID TIGHT FLEX CONDUIT
LIGHT CONTACTOR
LOWER
JUNCTION BOX
INTAKE AND PUMP STRUCTURE
INSTANTANEOUS
INCANDESCENT
ISOLATED GROUND
HEATER
GROUND INSERT
GOVERNMENT FURNISHED EQUIPMENT
GFCI PROTECTED
GROUND FAULT CIRCUIT INTERRUPTER
GALVANIZED
GROUND
GATE ACTUATOR MOTOR
FIBER OPTIC
FLUORESCENT LIGHTING
FLOOR
FEEDER
FEEDER CIRCUIT BREAKER
FUSE
EXISTING
ELECTRICAL DEMAND
ELECTROMAGNETIC COMPATIBILITY
EMERGENCY
ELEVATION
ENTRANCE GATE ACTUATOR MOTOR
EXHAUST FAN
EQUIPMENT GROUNDING CONDUCTOR
DOWNSTREAM
DIVISION
CABLE VAULT
CABLE TRAY / CURRENT TRANSFORMER
COUNTING STATION
CATHODE RAY TUBE
CENTRAL PROCESSING UNIT
CONTROL POWER XFMR
CIRCULATING PUMP
CONNECTED LOAD
CURRENT LIMITING
CABLE GLAND BUSHING
CIRCUIT
CIRCUIT BREAKER
CONDUIT, CLOSE
BRAKE
BARE COPPER GROUND
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP
ALUMINUM
AMPERE INTERRUPTING RATING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
AMP FUSE, AMP FRAME
AMMETER, AMPERE
BOXES, ETC.
TERMINATES OR PASSES THROUGH PANELS, ENCLOSURES,
AND CIRCUITS. IDENTIFY EACH CIRCUIT WHERE IT
2. PROVIDE CONDUIT AND CIRCUIT ID TAGS ON ALL CONDUITS
BE USED WITHIN THIS DRAWING SET.
THEREFORE, SOME SYMBOLS AND ABBREVIATIONS MAY NOT
1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET,
TRANSFORMERS.
BREAKERS, DISCONNECTING SWITCHES, CURRENT TRANSFORMERS AND VOLTAGE
THE EQUIPMENT, THE FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED
1. AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE CLASS AND LOCATION OF
CIRCUITS, OTHER LOW-LEVEL SIGNAL CIRCUITS.
ALARM CIRCUITS, ANNUNCIATOR CIRCUITS, RTD AND TRANSDUCER OUTPUT
IDENTIFICATION.
EQUIPMENT. WIRE DIAGRAM LABELS MUST MATCH THE CONTROL WIRE
SAME NOMENCLATURE APPLIES TO WIRING BETWEEN CONTROL DEVICES OR
C L
1 1/4 "
/4
1'-1 5/8
12'-8 3/4 "14'-1"13'-2"11'-1 3/4 "
33 SPS @ 4"=11'-0"39 SPS @ 4"=13'-0"
1/4 " 1/4 "
37 SPS @ 4"=12'-4"
1/4 "
S
P S
/8
1 3/8 "
/4
3"1 1/4 "
1 7/8 "
3 1/2 " 3"
1 7/8 "
4 1/2 " 1 7/8 "1 7/8 "
3" 1 7/8 "
4 1/2 " 1 7/8 "
3"
3 1/2 "
1 1/4 "
3" 4" 4"
/2
/1
/4
/4
/1
/4
/4
/2
/8
/8
/2
/4
/4
/2
/1
/1
/2
/8
/8
/2
/8
/8
/2 "4
/2
/8
/8
3"3"3" 2 7/8 "
1 3/4 "
31 SPS @ 4"=10'-4"
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
A L
B A
R S
R
E M
O V
A L
SD501
P H
A R
P O
L E
S E
A N
K
IM
V
S
D
.d g n
M D
P -1
-5 -0
/1
T M
C G
IL
V
R E
Y
VOLUME 1
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
J U
N E
F
IN
A L
L
L
SLOPE
L
25/32 DRILL & CTSK @
ASSY FOR ITEM
ALL SEAL BARS.
C
S Y
M O
N C
SL'TD FH CAP SCREWS.
WITH SEAL ANGLE FOR
25/32" DRILL & CTSK @ ASSY
FOR ITEM
25/32" DRILL
S Y
M O
N C
INTERMEDIATE SECTION #3 BOTTOM SECTION #4INTERMEDIATE SECTION #2TOP SECTION #1
3/4"X2 1/2" SL'TD FD CAP SCREW W/ 3/4" HX NUTS
1/2" FB X2 1/2"X12'-8 5/8"-SIDE SEAL BAR
3/4"X2 1/2" SL'TD FH CAP SCREW W/ 3/4" HX NUTS
1/2" FB X2 1/2"X14'-0 3/4" SIDE SEAL BAR
3/4"X2 1/2" SL'TD FH CAP SCREW W/ 3/4" HX NUTS
1/2" FB X2 1/2"X13'-1 3/4" SIDE SEAL BAR
3/4"X2 1/2" SL'TD FH CAP SCREWS W/ 3/4" HX NUTS
1/2" FB X2 1/2"X11'-1 5/8" SIDE SEAL BAR
/2
F
B X
/2 X
/4
/4
X
/4 S
L 'T
D F
H C
A P
S C
R E
W W
/4
H
X N
U T
S
BOTTOM SEAL BAR
PER GATE
1/2" FB X2 1/2"X13 5/8"
1-OPP SHOWN
1-AS SHOWN
B O
T T
O M
S E
A L
B A
R
/4
X
/4 S
L 'T
D F
H C
A P
S C
R E
W W
/4 H
X N
U T
S
/2
F
B X
/2 X
A2
SEAL BAR LAYOUT (45 SETS)
SCALE: 3/4" = 1'-0"
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED.1.
GENERAL NOTES
T O
P S
E A
L B
/8
1'- 7/8 "
/2
O
R D
E R
E D
L E
N G
T H
/4
C
A L
C U
L A
T E
D L
E N
G T
H
/8
/8
1'-4 1/2 " 48'-5" CALCULATED LENGTH
48'-10" ORDERED LENGTH
1'-7"
1"
/4
/2
C
A L
C U
L A
T E
D L
E N
G T
H
/2 O
R D
E R
E D
L E
N G
T H
/4
1"
4 3/4 "
/8
/4 R
R
SEAL BAR
TREAD STOCK
NOT TO BE REPLACED
ATTACHED TO INTAKE GATE STRUCTURE
EXISTING SEAL ANGLE
1/2" RADIUS
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
A L
D E
T A
IL
S
R
E M
O V
A L
SD502
P H
A R
P O
L E
S
V
S
D
.d g n
M D
P -1
-5 -0
/2
T M
C G
IL
V
R E
Y P
.E
VOLUME 1
SLOPE
T O
P S
E A
L
SYM ON CL
MOULD NO 3027-610
TOP CORNER SEAL RH
MOULD NO 3027-612
BOTTOM CORNER SEAL LH
MOULD NO 3027-610
TOP CORNER SEAL LH
B O
T T
O M
S E
A L
MOULD NO 3027-613
BOTTOM CORNER SEAL RH
SIDE SEAL
SIDE SEAL
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
J U
N E
F
IN
A
LA3
PLAN VIEW - SEALS - (45 SETS)
SCALE: 1" = 1'-0"
TO BE REPLACED EXCEPT THE EXISTING SEAL ANGLE NOTED BELOW.
SEAL ASSEMBLY TO BE REMOVED. ALL ITEMS SHOWN ON THIS SHEET ARE
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED. ENTIRE EXISTING 1.
GENERAL NOTES
A16
SEAL DETAIL
SCALE: 12" = 1'-0"
H16
SECTION
SCALE: 1" = 1'-0"
E16
SECTION
SCALE: 1 1/2" = 1'-0"
E16
SD502
H16
SD502
18"
SEAL
ROLLER
SKIN PLATE
SKIN PLATE
HOLE
EXISTING 4"
2'-3"
2'-6"
M
IN
T
Y P
7 1/2 "
LISTED LENGTH
2"
SKIN PLATE
HYDRAULIC CYLINDER.
BELOW. VIEW SHOWN WITHOUT
THE 5 LOWER GATE RECESSES. SEE
HYDRAULIC CYLINDER EXCEPT FOR
TYPICAL ANODE PLACEMENT NEXT TO
ANODE
2 DIA
PLATE (TYP)
BOLT TO
IS NOT SHOWN)
(HYDRAULIC CYLINDER
ANODE IN PLACE.
IMPOSSIBLE TO CLAMP
RECESSES MAKES IT
WEB IN LOWER 5
BECAUSE REINFORCING
HYDRAULIC CYLINDER
ANODE LAID IN BEHIND
3/4X3" FB
REINFORCING WEB
5 RECESSES
LOWER GATE
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
O D
E D
E T
A
IL
S
R E
M O
V A
L
SD503
P H
A R
P O
L E
S
V
S
D
.d g n
M D
P -1
-5 -0
/3
T M
C G
IL
V
R E
Y P
.E
VOLUME 1
ANODE
1 3/8 DIA
TYP
ANODE
2 DIA
ANODE TYP
2 DIA
ANODE
2 DIA
ANODE
1 3/8 DIA
ANODE
1 3/8 DIA
ABOUT CL
SYMMETRICAL
PLACEMENT
ANODE
TYP
1 3/8 DIA ANODE
TYP
1/8
1/8
TYP
3/8 NUT
BAR 1X3/16
EXISTING 5/16 STUD
TWO HOLE PIPE STRAP
NO 8X3/4
PAN HEAD TAPPING SCREW
ANODE
2 DIA
ANODE
1 3/8 DIA
WIRE
SCREW NO 8X5/8
PAN HEAD TAPPING
MCMASTERS OR EQUAL
JIFFY CLAMP
HEAVY DUTY SINGLE
STUD
EXISTING 5/16
& WASHER
NEW15/16 NUT
DO NOT PAINT ANODE
WIRE AFTER INSTALLATION
PAINT ANODE CORE
ANODE
TO GROUND ANODE
CLAMP
REMOVE EXISTING
VERTICAL PIPE SUPPORT WIRE
SCREW NO 10X3/4
PAN HEAD TAPPING
ANODE
2" DIA
TYP
3/16
5/16 NUT & WASHER
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
J U
N E
F
IN
A L
M2
PARTIAL PLAN VIEW
SCALE: 1/4" = 1'-0"
B2
SECTION
SCALE: 1/4" = 1'-0" B6
SECTION
SCALE: 1/4" = 1'-0" B8
SECTION
SCALE: 1/4" = 1'-0"
B15
E15
G15
J15
L16
L11
DETAIL
SCALE: 3" = 1'-0"
C11
TYP ANODE GROUNDING
SCALE: 6" = 1'-0"
DETAIL - CLAMP
SCALE: 6" = 1'-0"
DETAIL - CLAMP
SCALE: 6" = 1'-0"
DETAIL - CLAMP
SCALE: 6" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
DETAIL - ANODE
SCALE: 6" = 1'-0"
GENERAL NOTES
AVAILABLE DATA. CONTRACTOR TO FIELD VERIFY PER SECTION 26 42 14.01 26.
APPROXIMATELY 340 LIN. FT. OF 2" DIA. ANODES. ESTIMATE IS BASED ON
THERE IS APPROXIMATELY 200 LIN. FT. OF 1 3/8" DIA. ANODES AND 3.
STRUCTURE. GRIND TO SMOOTH PROFILE.
REMOVE ANODE WIRE LOCATIONS THAT ARE WELDED TO THE GATE 2.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED.1.
B8
SD503
C11
SD503
B2
SD503
L11
SD503
J15
SD503
L16
SD503
E15
SD503
L16
SD503
SD503
B6
G15
SD503
J15
SD503
J15
SD503
J15
SD503
B15
SD503
C L
1 1/4 "
/4
1'-1 5/8
12'-8 3/4 "14'-1"13'-2"11'-1 3/4 "
33 SPS @ 4"=11'-0"39 SPS @ 4"=13'-0"
1/4 " 1/4 "
37 SPS @ 4"=12'-4"
1/4 "
31 SPS @ 4"=110'-4"
S
P S
/8
1 3/8 "
/4
3"1 1/4 "
1 7/8 "
3 1/2 " 3"
1 7/8 "
4 1/2 " 1 7/8 "1 7/8 "
3" 1 7/8 "
4 1/2 " 1 7/8 "
3"
3 1/2 "
1 1/4 "
3" 4" 4"
/2
/1
/4
/4
/1
/4
/4
/2
/8
/8
/2
/4
/4
/2
/1
/1
/2
/8
/8
/2
/8
/8
/2 "4
/2
/8
/8
3"3"3" 2 7/8 "
1 3/4 "
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
A L
B A
R S
I
N S
T A
L L
S-501
P H
A R
P O
L E
S
V
S
-5
.d g n
M D
P -1
-5 -0
/4
T M
C G
IL
V
R E
Y P
.E
VOLUME 1
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
J U
N E
F
IN
A L
L
L
SLOPE
L
25/32 DRILL & CTSK
ALL SEAL BARS.
C
S Y
M O
N C
WITH EXISTING SEAL ANGLE
25/32" DRILL & CTSK @ ASSY
25/32" DRILL
S Y
M O
N C
A2
BOTTOM SECTION #4
3/4" X 3 1/4" CS SEAL BOLT SEE NOTE 2
1/2" X 2 1/2" X 12'-8 5/8" SIDE SEAL CLAMP BAR
3/4" X 3 1/4" CS SEAL BOLT SEE NOTE 2
1/2" X 2 1/2" X 14'-0 3/4" SIDE SEAL CLAMP BAR
3/4" X 3 1/4" CS SEAL BOLT SEE NOTE 2
1/2" X 2 1/2" X 13'-1 3/4" SIDE SEAL CLAMP BAR
3/4" X 3 1/4" CS SEAL BOLT SEE NOTE 2
1/2" X 2 1/2" X 11'-1 5/8" SIDE SEAL CLAMP BAR
/4
X
/4 C
S S
E A
L B
O L
T S
E E
N O
T E
/2
X
/2 X
/4 T
O P
S E
A L
C L
A M
P B
A R
BOTTOM SEAL BAR
PER GATE
1/2" X 2 1/2"X 1'-1 5/8"
1-OPP SHOWN
1-AS SHOWN
B O
T T
O M
S E
A L
B A
R
/4
X
/4 C
S S
E A
L B
O L
T S
E E
N O
T E
/2
X
/2 X
S
E A
L C
L A
M P
B A
R
SEAL BAR LAYOUT - (45 SETS REQUIRED)
SCALE: 3/4" = 1'-0"
PER SECTION 09 97 02.13 26, INCLUDING THE INSIDE OF BOLT HOLES.
PAINT ALL SEAL CLAMP BAR SURFACES INCLUDING THOSE MACHINED 6.
ANGLE.
MATCH DRILL NEW SEAL CLAMP BAR AND SEALS TO EXISTING SEAL 5.
BREAK ALL EDGES TO A 1/16" RADII, UNLESS NOTED OTHERWISE.4.
PER SECTION 05 50 04.01 26.
PROVIDE SEAL BOLT ASSEMBLIES WITH FLUOROPOLYMER COATING 3.
UNS S31600.
GROUP 2 HEX SOCKET BOLTS CONFORMING TO ASTM F593 ALLOY
SEAL BOLTS TO BE 3/4" DIAMETER 3 1/4" LONG FLAT COUNTERSUNK 2.
BOLD LINEWORK INDICATES EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES
T O
P S
E A
L B
A
INTERMEDIATE SECTION #3TOP SECTION #1 INTERMEDIATE SECTION #2
/8
1'- 7/8 "
/2
O
R D
E R
E D
L E
N G
T H
/4
C
A L
C U
L A
T E
D L
E N
G T
H
/8
/8
1'-4 1/2 " 48'-5" CALCULATED LENGTH
48'-10" ORDERED LENGTH
1'-7"
1"
/4
/2
C
A L
C U
L A
T E
D L
E N
G T
H
/2 O
R D
E R
E D
L E
N G
T H
/4
1"
4 3/4 "
/8
/4 R
R
SEAL CLAMP BAR
SEAL ANGLE
EXISTING GATE STRUCTURE
1/2" RADIUS
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
A L
D E
T A
IL
S
I
N S
T A
L L
S-502
P H
A R
P O
L E
S
V
S
-5
.d g n
M D
P -1
-5 -0
/5
T M
C G
IL
V
R E
Y P
.E
VOLUME 1
SLOPE
T O
P S
E A
L
SYM ON CL
TOP CORNER SEAL RH
BOTTOM CORNER SEAL LH
TOP CORNER SEAL LH
B O
T T
O M
S E
A L
BOTTOM CORNER SEAL RH
SIDE SEAL
SIDE SEAL
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
J U
N E
F
IN
A L
SEAL BARS. SEE REF
DRILL @ ASSY WITH
NOTE:
ASTM F593 ALLOY GROUP 2 UNS S31600.
SEAL BOLTS TO BE 3/4" DIAMETER 3 1/4" LONG FLAT COUNTERSUNK HEX SOCKET 5.
PATTERN.
MATCH DRILL SEALS WITH NEW SEAL CLAMP BARS TO EXISTING SEAL BOLT 4.
MOULDS.
BETWEEN SEAL BOLT CENTERLINES. CONTACT MCNARY DAM FOR SEAL CORNER
HOT-VULANIZE FIELD SPLICE MOLDED CORNERS HALFWAY 3.
FOR SEAL MATERIAL SEE SECTION 05 56 09.00 26.2.
BOLD LINEWORK INDICATES EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES
A16
SEAL DETAIL
SCALE: 12" = 1'-0"
E16
SECTION
SCALE: 1 1/2" = 1'-0"
H16
SECTION
SCALE: 1 1/2" = 1'-0"
A3
PLAN VIEW - SEALS - (45 SETS)
SCALE: 3/4" = 1'-0"
E16
S-502
H16
S-502
SEAL
ROLLER
SKIN PLATE
SKIN PLATE
HOLE
EXISTING 4"
2'-3"
2'-6"
M
IN
T
Y P
7 1/2 "
LISTED LENGTH
2"
SKIN PLATE
HYDRAULIC CYLINDER.
BELOW. VIEW SHOWN WITHOUT
THE 5 LOWER GATE RECESSES. SEE
HYDRAULIC CYLINDER EXCEPT FOR
TYPICAL ANODE PLACEMENT NEXT TO
ANODE
2 DIA
3/4X3" FB
REINFORCING WEB
5 RECESSES
LOWER GATE
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
O D
E S
I
N S
T A
L L
S-503
P H
A R
P O
L E
S
V
S
-5
.d g n
M D
P -1
-5 -0
/6
T M
C G
IL
V
R E
Y P
.E
VOLUME 1
ANODE
1 3/8 DIA
TYP
ANODE
2 DIA
ANODE TYP
2 DIA
ANODE
2 DIA
ANODE
1 3/8 DIA
ANODE
1 3/8 DIA
ABOUT CL
SYMMETRICAL
PLACEMENT
ANODE
TYP
1 3/8 DIA ANODE
TYP
1/8
1/8
TYP
3/8 NUT USED AS SPACER
BAR 1X3/16
SEE NOTE 2
5/16 STUD
SEE SECTION 26 42 14.01 26
ANODE CORE WIRE
SEE SECTION 26 42 14.01 26
REMOVABLE ANODE MOUNTING HARDWARE
ANODE
1 3/8 DIA
SEE SECTION 26 42 14.01 26
ANODE CORE WIRE
SEE SECTION 26 42 14.01 26
REMOVABLE ANODE MOUNTING HARDWARE
SEE NOTE 2
5/16 STUD
DO NOT PAINT ANODE
WIRE AFTER INSTALLATION
PAINT ANODE CORE
ANODE
TO GROUND ANODE
CLAMP
REMOVE EXISTING
VERTICAL PIPE SUPPORT SEE SECTION 26 42 14.01 26
ANODE CORE WIRE
SCREW NO 10X3/4
PAN HEAD TAPPING
ANODE
2" DIA
TYP BOTH SIDES
SEE NOTE 63/16
ANODE
2 DIA
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
J U
N E
F
IN
A L
L16
DETAIL - CLAMP
SCALE: 6" = 1'-0"
LOCATE CENTER OF WELD WITH CENTER OF BRACKET LEG.
WELD ONLY THE BACKSIDE BRACKET CLOSEST TO THE TAPPING SCREW.6.
SECTION 09 97 02.13 26.
PAINT OVER THE TOP OF WELDED LOCATIONS IN ACCORDANCE WITH 5.
SHOWN. WELD IN ACCORDANCE WITH SECTION 05 05 23.17 26.
ELECTRICALLY CONNECT ANODES TO GATE STRUCTURE WITH WELDS AS 4.
AVAILABLE DATA. CONTRACTOR TO FIELD VERIFY PER SECTION 26 42 14.01 26.
APPROXIMATELY 340 LIN. FT. OF 2" DIA. ANODES. ESTIMATE IS BASED ON
THERE IS APPROXIMATELY 200 LIN. FT. OF 1 3/8" DIA. ANODES AND 3.
ANODES WITH MATERIAL CONFORMING TO SECTION 26 42 14.01 26.
HARDWARE IN ACCORDANCE WITH SECTION 05 05 23.17 26. PROVIDE
MOUNTING HARDWARE IS WELDED, REMOVE AND WELD NEW MOUNTING
LENGTH. REPLACE MOUNTING AND CLAMPING HARDWARE IN KIND. WHERE
REPLACE EXISTING ANODES WITH ANODES OF THE SAME DIAMETER AND 2.
BOLD LINEWORK INDICATES EQUIPMENT TO BE INSTALLED.1.
GENERAL NOTES
B2
SECTION
SCALE: 1/4" = 1'-0" B6
SECTION
SCALE: 1/4" = 1'-0" B8
SECTION
SCALE: 1/4" = 1'-0"
B15
DETAIL - CLAMP
SCALE: 6" = 1'-0"
M2
PARTIAL PLAN VIEW
SCALE: 1/4" = 1'-0"
L11
DETAIL
SCALE: 3" = 1'-0"
C11
SECTION
SCALE: 3/4" = 1'-0"
E15
DETAIL - ANODE
SCALE: 6" = 1'-0"
G15
TYP ANODE GROUNDING
SCALE: 6" = 1'-0"
J15
DETAIL - CLAMP
SCALE: 6" = 1'-0"
B8
S-503
C11
S-503
B2
S-503
L11
S-503
J15
S-503
L16
S-503
E15
S-503
L16
S-503
S-503
B6
G15
S-503
J15
S-503
J15
S-503
J15
S-503
B15
S-503
LC PIER P-4L C PIER P-3L C PIER P-2L C PIER P-1L C PIER A-2L
C PIER P-8L C PIER P-7L C PIER P-6L C PIER P-5L C PIER P-4L
C PIER P-12L C PIER P-11L C PIER P-10L C PIER P-9L C PIER P-8L
C PIER P-14L C PIER P-13L C PIER P-12L
MAIN UNIT 7 MAIN UNIT 6
MAIN UNIT 5 MAIN UNIT 4
STATION SERVICE
MAIN UNIT 1MAIN UNIT 2MAIN UNIT 3
MAIN UNIT 11 MAIN UNIT 10 MAIN UNIT 9 MAIN UNIT 8
MAIN UNIT 14 MAIN UNIT 13 MAIN UNIT 12
DOWN
UP
UP
DOWN
UP
DOWN
UP
DOWN
UP
GATE)
GATE SLOT (TYP EVERY
CONTROL PANEL TO
STEEL PIPING FROM
EMBEDDED STAINLESS
SEE NOTE 2
ELEVATOR
SEE NOTE 3
TO INTAKE DECK
ACCESS HATCH
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
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
S T
E V
E N
R
M
IL
E S
P
M O
L
IT
IO
N
P L
A N
V
IE
W
E L
.0
MD101
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/1
S H
IN
N
E N
P
.E
VOLUME 1
W E
F R
N
R
D A
V 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
J U
N E
F
IN
A L
CONTROL PANEL
MAIN UNIT
CONTROL PANEL
MAIN UNIT
CONTROL PANEL
MAIN UNIT
CONTROL PANEL
MAIN UNIT
CONTROL PANEL
MAIN UNIT
CONTROL PANEL
MAIN UNIT
CONTROL PANELS
MAIN UNIT
CONTROL PANELS
MAIN UNIT
CONTROL PANELS
MAIN UNIT
CONTROL PANELS
MAIN UNIT
CONTROL PANELS
STATION SERVICE
PIPE HEADERS
(HPU)
POWER UNIT
HYDRAULIC
TANKS 1 AND 2
OIL STORAGE
TANK 3
OIL STORAGE
TANK 4
OIL STORAGE
A1
PLAN VIEW EL 346.0 - MAIN UNITS 12-14
SCALE: NTS
WITH ALL APPLICABLE LAWS AND REGULATIONS.
ALL EQUIPMENT THAT IS REMOVED IS TO BE DISPOSED OF IN ACCORDANCE
UNLESS NOTED OTHERWISE ON THE DRAWING OR IN THE SPECIFICATIONS, 4.
ACCESS HATCH DIMENSIONS ARE: 60 INCHES BY 120 INCHES. 3.
OF EQUIPMENT.
ELEVATOR MAY BE USED FOR PERSONNEL ACCESS AND LIMITED MOVEMENT 2.
REHABILITATED.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED AND/OR1.
GENERAL NOTES
D1
PLAN VIEW EL 346.0 - MAIN UNITS 8-11
SCALE: NTS
G1
PLAN VIEW EL 346.0 - MAIN UNITS 4-7
SCALE: NTS
K1
PLAN VIEW EL 346.0 - STATION SERVICE/MAIN UNITS 1-3
SCALE: NTS
A2
MD201
J3
MD502
J12
MD502
J12
MD502
GATE C GATE B
GATE A
GATE C
EL 346
CONTRACTION JOINT. TYP.
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
O F
D E
M O
L
IT
IO
N
H Y
D R
A U
L
IC
P
IP
IN
G
MD201
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/2
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
SEE NOTE 4
LOW PRESSURE HEADER
AND TUBING
GAUGE, VALVE,
REMOVE PRESSURE
AND TUBING
GAUGE, VALVE,
REMOVE PRESSURE
TYP
ACCUMULATOR
SEE NOTE 5
ISOLATION VALVE.
SEE NOTE 5
ISOLATION VALVE.
SEE NOTE 5
ISOLATION VALVE.
SEE NOTE 5
ISOLATION VALVE.
EXISTING UNIONS. TYP.
DEMOLISH PIPING UP TO
TYP.
CONTROL CONSOLE.
TYP.
VALVE,
CHECK
SEE NOTE 4
HEADER
HIGH PRESSURE
TYP.
PIPE SUPPORT,
NOTE 5.
VALVE. SEE
ISOLATION
SEE NOTE 5
ISOLATION VALVE.
TYP.
UNION,
A2MD101
L5 SECTION - TYP CONTROL PANEL AND PIPING ARRANGMENT
SCALE: NTS
GENERAL NOTES
ALL APPLICABLE LAWS AND REGULATIONS.
EQUIPMENT THAT IS REMOVED IS TO BE DISPOSED OF IN ACCORDANCE WITH
UNLESS NOTED OTHERWISE ON THE DRAWING OR IN THE SPECIFICATIONS, ALL 8.
HYDRAULICS NOT SHOWN ON THIS DRAWING FOR CLARITY.
VARIOUS PIPING AND CONDUITS, UNRELATED TO THE INTAKE GATE 7.
SERVICE UNITS.
WORK SHOWN ON THIS DRAWING IS TYPICAL OF ALL MAIN AND STATION 6.
THE LOW AND HIGH PRESSURE HEADERS.
DURING INDIVIDUAL OUTAGES MUST NOT DISTURB OR OTHERWISE DISABLE
DEMOLISH OF THE HIGH AND LOW PRESSURE HEADERS. DEMOLITION OF PIPING
PREVENT INADVERTENT LEAKAGE. DEMOLISH REMAINDER OF PIPING WITH
CONTROL CONSOLE AND THE ISOLATION VALVE. CAP ISOLATION VALVE TO
DURING THE OUTAGE FOR EACH UNIT, DEMOLISH PIPING BETWEEN THE 5.
REPLACED.
LOW PRESSURE HEADERS UNTIL ALL CONTROL CONSOLES HAVE BEEN
DO NOT REMOVE OR OTHERWISE DEMOLISH, DAMAGE, OR DISABLE HIGH AND 4.
REMAINING PIPING UNTIL NEW PIPING IS CONNECTED.
CONNECTIONS. AVOID CUTTING OF PIPING WHEREVER POSSIBLE. CAP ALL
WHEN REMOVING PIPING, REMOVE UP TO UNIONS, VALVES, OR OTHER FIELD 3.
SLIGHTLY FROM FIELD CONDITIONS.
PIPING IS NOT TO SCALE AND LOCATION SHOWN ON DRAWING MAY DIFFER 2.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED.1.
A2
MD202
A11
MD202
EL 346
EL 357
GATE SLOT
PIPING TO GATE SLOT
STEEL SCHEDULE 80
EXISTING STAINLESS
PIPING
100 PSI AIR
FIRE PIPING
RAW WATER-
OIL ROOM PIPING
SUPPLY FROM
HYDRAULIC OIL
ROOM PIPING
RETURN TO OIL
HYDRAULIC OIL
ROOM PIPING
RETURN TO OIL
HYDRAULIC OIL
OIL ROOM PIPING
SUPPLY FROM
HYDRAULIC OIL
FIRE PIPING
RAW WATER-
PIPING
100 PSI AIR
GATE SLOT
A N
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
.E
S H
E E
T
O F
D E
M O
L
IT
IO
N
H Y
D R
A U
L
IC
P
IP
IN
G
MD202
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/3
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
VALVES (NOT SHOWN)
AND AIR BLEED
HOSE CONNECTIONS
REMOVE EXISTING
SEE NOTE 5
SEE NOTE 4
HEADER
HIGH PRESSURE
SEE NOTE 4
HEADER
LOW PRESSURE
SEE NOTE 5
TANK
ACCUMULATOR
SEE NOTE 4
HEADER
LOW PRESSURE
SEE NOTE 5
TUBING
GAUGE, VALVE, AND
REMOVE PRESSURE
SEE NOTE 4
HEADER
HIGH PRESSURE
VALVES (NOT SHOWN)
AND AIR BLEED
HOSE CONNECTIONS
REMOVE EXISTING
TUBING. TYP. 3 PLACES
GAUGE, SNUBBER, AND
REMOVE PRESSURE
FACE AND POINTER
REMOVE INDICATOR
CONSOLE
CONTROL
CONSOLE
CONTROL
AT WALL. TYP.
UP TO FLANGES
EXISTING PIPING
REMOVE
A2MD201
B13 SECTION
SCALE: NTS A11MD201
B19 SECTION
SCALE: NTS
GENERAL NOTES
ALL APPLICABLE LAWS AND REGULATIONS.
EQUIPMENT THAT IS REMOVED IS TO BE DISPOSED OF IN ACCORDANCE WITH
UNLESS NOTED OTHERWISE ON THE DRAWING OR IN THE SPECIFICATIONS, ALL 8.
HYDRAULICS NOT SHOWN ON THIS DRAWING FOR CLARITY.
VARIOUS PIPING AND CONDUITS, UNRELATED TO THE INTAKE GATE 7.
SERVICE UNITS.
WORK SHOWN ON THIS DRAWING IS TYPICAL OF ALL MAIN AND STATION 6.
DISABLE THE LOW AND HIGH PRESSURE HEADERS.
PIPING DURING INDIVIDUAL OUTAGES MUST NOT DISTURB OR OTHERWISE
DEMOLISH OF THE HIGH AND LOW PRESSURE HEADERS. DEMOLITION OF
PREVENT INADVERTENT LEAKAGE. DEMOLISH REMAINDER OF PIPING WITH
CONTROL CONSOLE AND THE ISOLATION VALVE. CAP ISOLATION VALVE TO
DURING THE OUTAGE FOR EACH UNIT, DEMOLISH PIPING BETWEEN THE 5.
REPLACED.
LOW PRESSURE HEADERS UNTIL ALL CONTROL CONSOLES HAVE BEEN
DO NOT REMOVE OR OTHERWISE DEMOLISH, DAMAGE, OR DISABLE HIGH AND 4.
REMAINING PIPING UNTIL NEW PIPING IS CONNECTED.
CONNECTIONS. AVOID CUTTING OF PIPING WHEREVER POSSIBLE. CAP ALL
WHEN REMOVING PIPING, REMOVE UP TO UNIONS, VALVES, OR OTHER FIELD 3.
SLIGHTLY FROM FIELD CONDITIONS.
PIPING IS NOT TO SCALE AND LOCATION SHOWN ON DRAWING MAY DIFFER 2.
REHABILITATED.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED AND/OR1.
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
M O
L
IT
IO
N
C Y
L
IN
D E
R S
S
U P
P O
R T
B E
A M
A
N D
H O
S E
S
MD501
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/4
S H
IN
N
E N
P
.E
VOLUME 1
SEE NOTE 3
4 HOSES PER GATE
FLEXIBLE HOSE.
SEE NOTE 2
HYDRAULIC CYLINDER
SEE NOTE 2
INTAKE GATE
SEE NOTE 2
SUPPORT BEAM
SEE NOTE 2
HYDRAULIC CYLINDER
TYP
FASTENERS.
KEEPER PLATES AND
OF EXISTING PINS,
REMOVE AND DISPOSE
TYP 4
FLEXIBLE HOSE
STAINLESS PIPING
UP TO SCHEDULE 80
AND CONNECTIONS
AIR BLEED VALVES
REMOVE EXISTING
SEE NOTE 2
SUPPORT BEAM
SEE NOTE 4
EMBEDDED PIPE
LINKAGE IN
ACTUATING
GATE DOG
SEE NOTE 6.
CASTING
GATE DOG
SEE NOTE 6.
TYP 2
GATE DOG EARS
SEE NOTE 6.
AND KEEPER
GATE DOG PIN
NOTE 5.
TYP. SEE
MECHANISM
ACTUATING
GATE DOG
OPERATED
MANUALLY
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
J U
N E
F
IN
A L
J13
PLAN VIEW - INTAKE GATE ARRANGEMENT IN GATE SLOT TYP
SCALE: NTS
A3
MD501
A3
SECTION - INTAKE GATE ARRANGEMENT IN GATE SLOT TYP
SCALE: NTS A13
DETAIL - GATE DOG TYP
SCALE: NTSMD501
K12
MD501
M3
GENERAL NOTES
DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.
EQUIPMENT THAT IS IDENTIFIED FOR DEMOLITION OR REMOVAL IS TO BE
UNLESS NOTED OTHERWISE ON THE DRAWING OR IN THE SPECIFICATIONS, ALL 7.
WITH THE REQUIREMENTS OF SPECIFICATION SECTION 05 50 04.01 26.
CLEAN, DISASSEMBLE, INSPECT AND REFURBISH GATE DOG IN ACCORDANCE 6.
DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DETAILS.
REPLACE DOGGING MECHANSIM COMPONENTS IN-KIND. SEE REFERENCE 5.
PIPE.
AFTER REMOVING LINKAGE RODS, CLEAN ALL DEBRIS FROM THE EMBEDDED 4.
TRANSFER THEM TO THE CONTRACTOR FOR DISPOSAL.
THE GOVERNMENT WILL REMOVE THE EXISTING HYDRAULIC HOSES AND 3.
OF SUPPORT BEAM AND CYLINDERS IN THE GATE REPAIR PIT.
ATTACHED, TO THE GATE REPAIR PIT. CONTRACTOR TO PERFORM REMOVAL
OF AN INTAKE GATE WITH TWO CYLINDERS AND ONE SUPPORT BEAM
THE GOVERNMENT WILL TRANSFER EACH INTAKE GATE ASSEMBLY CONSISTING 2.
REHABILITATED.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED AND/OR1.
A13
MD501
SEE NOTE 4
ISOLATION VALVE
SEE NOTE 6
OIL STORAGE ROOM
OIL SUPPLY FROM
SEE NOTE 6
OIL STORAGE ROOM
OIL RETURN TO
SEE NOTE 6
OIL STORAGE ROOM
OIL SUPPLY FROM
SEE NOTE 6
OIL STORAGE ROOM
OIL RETURN TO
SEE NOTE 4
ISOLATION VALVE
SEE NOTE 4
ISOLATION VALVE
SEE NOTE 6
OIL STORAGE ROOM
OIL SUPPLY FROM
BREATHER, TYP.
A N
S I
D
IN
T
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
M O
L
IT
IO
N
H Y
D R
A U
L
IC
F L
U
ID
S T
O R
A G
E T
A N
K S
H
P U
MD502
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/5
S H
IN
N
E N
P
.E
VOLUME 1
TANK NO 2TANK NO 1 TANK 3 & 4
SEE NOTE 3
SEE NOTE 5
SEE NOTE 5
SEE NOTE 7
HPU CONTROL PANEL
SEE NOTE 8
HIGH PRESSURE HEADER
SEE NOTE 8
LOW PRESSURE HEADER
SEE NOTE 7
HYDRAULIC POWER UNIT (HPU)
TRANSDUCER
LEVEL
TRANSDUCER
LEVEL
TRANSDUCER
LEVEL
BARRIER
CONTAINMENT
BARRIER
CONTAINMENT
WORK IN THIS AREA.
PLUG FLOOR DRAIN DURING
OPENING. TYP.
APPROX. 22.6"
HATCH.
TANK ACCESS
SEE NOTE 4SEE NOTE 4
SEE NOTE 5
TANK 1
OIL STORAGE
SEE NOTE 5
TANK 2
OIL STORAGE
SEE NOTE 7
HPU
SEE NOTE 8
HIGH PRESSURE HEADER
SEE NOTE 8
LOW PRESSURE HEADER
SEE NOTE 7
(NOT SHOWN)
REMOVE HPU CONTROL PANEL
TYP TANKS 1 AND 2
(NOT SHOWN)
AND LEVEL SENSING EQUIPMENT
REMOVE EXISTING SIGHT GAUGES
CONTAINMENT BARRIER
SEE NOTE 3
TANKS 3 AND 4
OIL STORAGE
SEE NOTE 8
HIGH PRESSURE HEADER
SEE NOTE 8
LOW PRESSURE HEADER
TYP ALL TANKS
TRANSDUCER.
REMOVE LEVEL
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
J U
N E
F
IN
A L
J3
DETAIL - HPU AND OIL STORAGE TANKS 1 AND 2
SCALE: NTSMD101
H13
J12MD101
D9,F6
C3MD502
K2
C12MD502
E7
DETAIL - STORAGE TANKS 3 AND 4
SCALE: NTS
SECTION - STORAGE TANKS 3 AND 4
SCALE: NTS
SECTION - HPU AND OIL STORAGE TANKS 1 AND 2
SCALE: NTS
GENERAL NOTES
AT THE END OF THE PROJECT.
AND HEADER MUST REMAIN UNTIL THE LOW PRESSURE HEADER IS REMOVED
FOR TANKS 3 AND 4, NOTE THAT THE PIPING BETWEEN THE ISOLATION VALVES9.
REMOVAL REQUIREMENTS.
SEE SHEETS MD201 AND MD202 FOR HIGH AND LOW PRESSURE PIPING HEADER 8.
REMAIN IN WORKING CONDITION.
PRIOR TO REMOVAL, AND DURING UNIT OUTAGES, THE EXISTING HPU MUST
REMOVE HPU AND CONTROL PANEL AFTER LAST UNIT OUTAGE IS COMPLETE. 7.
SECTION 33 56 53.00 26.
ROOM IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION
RETURN LINES, FROM THE OIL STORAGE TANKS BACK TO THE OIL SUPPLY
AFTER THE LAST UNIT OUTAGE IS COMPLETE, CLEAN THE OIL SUPPLY AND 6.
EACH IN ACCORDANCE WITH SECTION 35 05 40.15 26.
33 56 53.00 26. UPON COMPLETION OF CLEANING AND REHABILITATION FILL
STORAGE TANKS 1 AND 2 IN ACCORDANCE WITH SPECIFICATION SECTION
AFTER THE LAST UNIT OUTAGE IS COMPLETE, CLEAN AND REHABILITATE OIL 5.
FROM HEADER PIPES IN ORDER TO ESTABLISH SAFE WORKING CONDITIONS.
CONTRACTOR MAY NEED TO TAKE ADDITIONAL STEPS TO COMPLETE ISOLATION
OF WORK AND WILL INSTALL A LOCK TO PREVENT VALVE FROM OPENING.
THE GOVERNMENT WILL CLOSE EACH ISOLATION VALVE PRIOR TO THE START 4.
ACCORDANCE WITH SECTION 35 05 40.15 26.
COMPLETION OF CLEANING AND REHABILITATION FILL EACH TANK IN
3 AND 4 IN ACCORDANCE WITH SPECIFICATION SECTION 33 56 53.00 26. UPON
PRIOR TO FIRST UNIT OUTAGE, CLEAN AND REHABILITATE OIL STORAGE TANKS 3.
OIL STORAGE ROOM.
THE GOVERNMENT WILL DRAIN THE HYDRAULIC FLUID FROM EACH TANK TO THE 2.
REHABILITATED.
BOLD LINEWORK INDICATES EQUIPMENT TO BE REMOVED AND/OR1.
B2
MD502
B7
MD502
S
A K
E G
A T
E A
N D
I S
O P
H A
S E
B U
S S
Y S
T E
M S
P O
W E
R H
O U
S E
C O
L U
M B
IA
R
IV
E
R
M C
N A
R Y
L O
C K
A N
D D
A M
W E
F 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
S T
E V
E N
R
M
IL
E S
P
M O
L
IT
IO
N
C O
N T
R O
L C
O N
S O
L E
MD503
P H
A R
P O
L E
D C
O U
R S
V
M
D
.d g n
M D
P -1
-3 -2
/6
S H
IN
N
E N
P
.E
VOLUME 1
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
J U
N E
F
IN
A L
C
P
A
N
B
K
F
D
R
E
L
J
K
F
L
H
K
F
L
G
1/2
161616
E4
FRONT VIEW - MAIN UNIT CONTROL PANEL TYP
SCALE: NTS
ACTUATOR SPEED CONTROLR
LOWERP
RAISEN
HYDRAULIC CONTROL DIAGRAMM
GATE SPEED CONTROLL
PRESSURE GAUGE SHUT-OFF VALVEK
H.P. GATEJ
H.P. GATE CI
H.P. GATE BH
H.P. GATE AG
H.P. SHUTOFF VALVEF
GATE CONTROLE
SOLENOID VALVED
LATCH SPEED CONTROLC
H.P. CHECK VALVEB
LATCH CONTROLA
DESCRIPTIONLABEL
ITEM
QTY
TYPE
MU SSU
DESCRIPTION MODEL
MANIFOLD (MU)
MANIFOLD (SSU)
ELECTRICAL CONTROL PANEL
GATE CONTROL VALVE
ACTUATOR
GATE CONTROL VALVE
ACTUATOR SPEED CONTROL
GATE CONTROL VALVE
ACTUATOR SHAFT
GATE CONTROL VALVE
ACTUATOR BRACKET
GATE CONTROL VALVE
GATEFLOW CONTROL VALVE
ADAPTER PLATE
GATE SHUTOFF VALVE
LATCH CONTROL VALVE
PRESSURE GAUGE
CHECK VALVE
HIGH PRESSURE SUPPLY
MOUNTED
CHECK VALVE SUBPLATE
SUBPLATE MOUNTED
4-WAY/3-POSITION -
DIRECTIONAL CONTROL VALVE -
HYDRAULIC ACTUATOR
MOUNTED
NEEDLE VALVE - SUBPLATE
13-VDC - SUBPLATE MOUNTED
SOLENOID VALVE - 3-WAY -
SUBPLATE MOUNTED
CONTROL VALVE - 2-WAY
PRESSURE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .