A.03.09 V02_23B0002_Plans.pdf
PDF 44 MB Posted
- Attached to
- MNA Levee Drainage Pump Upgrade Federal contract opportunity
- Solicitation number
- W912EF23B0002
About this file
This document provides details on a federal solicitation for drainage pump upgrade services. The solicitation number is W912EF23B0002 and is being issued by the Department of the Army Corps of Engineers Engineering District Walla Walla. It is seeking proposals to upgrade pumps at the MNA Levee to address drainage issues. The related file attached is 44MB in size and contains plans for the required pump upgrade work. Proposals are due based on the response date specified in the solicitation document. The award date and other contractual terms are also outlined therein.
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© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
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ELEVATION: 362.993
EASTING: 1959967.361
NORTHING: 333383.395
DESIGNATION: CP-19 /AHM971
ELEVATION: 361.074
EASTING: 1959744.240
NORTHING: 333338.946
DESIGNATION: CP-18 / AHM970
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COLUMBIA PARK TRAIL
COLUMBIA PARK TRAIL
SITE ACCESS - LEVEE TOE ROAD
SITE ACCESS - MONTANA AVE
WORK AREA - PUMP STATION 4A
LOCKED GATE
PARK TRAIL AT THE EAST EAST END OF THE ACCESS ROUTE SHOWN.
THE LEVEE TOE ROAD DOES NOT DIRECTLY INTERSECT WITH COLUMBIA 2.
STORAGE IS AVAILABLE AT PUMP STATION 5D. SEE SHEET G-402 FOR DETAILS.
MATERIAL STORAGE. ADDITIONAL SPACE FOR STAGING AND MATERIAL
PUMP STATION 4A HAS LIMITED SPACE AVAILABLE FOR STAGING AND 1.
GENERAL SHEET NOTES
A1
PLAN: 4A HAUL ROUTES AND WORK LOCATION
1"=100'SCALE:
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PAVED ACCESS)
(PEDESTRIAN
SITE ACCESS
STAGING AREA
LOCKED GATE
REMOVABLE BOLLARDS
A1
1"=100'SCALE:
FOR PUMP STATION 4APLAN: OFF SITE STAGING AREA AT PUMP STATION 5D
REPAIRS SHALL BE SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
REPAIR ANY SURFACES DAMAGED DUE TO CONTRACTOR OPERATIONS.
RESPONSIBLE TO TAKE CARE NOT TO DAMAGE PAVED SURFACES, AND TO
ACCESS TO THE SITE IS VIA PAVED PEDESTRIAN PATH. CONTRACTOR IS 1.
GENERAL SHEET NOTES
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BOLLARD
GATE SWING PATH
FENCE
GATE
WORK AREA AND STAGING AREA BOUNDARIES
LEGEND
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
EXISTING ITEMS TO REMAIN
EXISTING ITEMS TO DEMOLISH
DEMOLITION SHEET LINE STYLE LEGEND
UNIT OF MEASURE IS THE US SURVEY FOOT.3.
VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAD88).2.
PLANE.
DATUM 1983 (NAD83 2011). NORTH ARROWS REFERENCE NAD83 2011 STATE
HORIZONTAL DATUM IS WASHINGTON SOUTH ZONE, NORTH AMERICAN 1.
GENERAL CIVIL NOTES
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
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4-A U
DETAILS
ELECTRICAL SHEETS FOR
ELECTRICAL LINE, SEE
DEMO EXISTING OVERHEAD
DETAILS
SHEETS FOR
MECHANICAL
ASSEMBLY, SEE
SLIDE GATE
DEMO EXISTING
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A1
PLAN: SITE 4A CIVIL DEMOLITION
1"=20'SCALE:
OF THE EXISTING SLIDE GATE.
REFER TO THE MECHANICAL SHEETS FOR DETAILS RELATING TO REMOVAL 2.
THE OVERHEAD ELECTRIC LINE.
REFER TO THE ELECTRICAL SHEETS FOR DETAILS RELATING TO REMOVAL OF 1.
GENERAL SHEET NOTES
56'
60'
46'
12'
30' 1
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PUMP
PLANT
4-A U
LEVEE 4A RECREATION TRAIL
SWING GATE
3' SINGLE
E=1960016.37
N=333325.11
FENCE PANEL,
OVERHANGING
SWING GATE
12' DOUBLE
SWING GATE
12' DOUBLE
SWING GATE
12' DOUBLE
FOR DETAILS
ELECTRICAL SHEETS
EXISTING POLE, SEE
POWER FROM
REROUTE OVERHEAD
E=1960062.60
N=333401.59
E=1960072.63
N=333340.41
FENCE PANEL,
OVERHANGING
E=1960018.79
N=333310.31
DETAILS
SHEETS FOR
MECHANICAL
ASSEMBLY, SEE
SLIDE GATE
E=1959948.13
N=333382.83
E=1959961.56
N=333300.92
DETAILS
SHEETS FOR
MECHANICAL
ASSEMBLY, SEE
SLIDE GATE
14 EACH
BOLLARD, TYP.,
LAYDOWN AREA
GENERATOR
WORK LIMITS
CONTRACTOR
UNKNOWN
LOCATION IS
BY OTHERS, EXACT
SEWER LINE OWNED
EXISTING SANITARY
DETAILS
SHEETS FOR
STRUCTURAL
PAD, SEE
TRANSFORMER
A1
1"=20'SCALE:
PLAN: PUMP STATION 4A
BOLLARDS.
WHEN EXCAVATING, INSTALLING FENCE POST FOUNDATIONS, AND
INDICATED EXISTING BURIED UTILITIES AND PROTECT THEM FROM DAMAGE
UNDERGROUND UTILITY LOCATES AND FIELD VERIFY THE LOCATION OF
SHOWN IS ASSUMED. THE CONTRACTOR IS RESPONSIBLE TO PERFORM
THE LOCATION OF THE EXISTING UNDERGROUND SANITARY SEWER LINE 3.
UNDERGROUND UTILITIES:
CONTRACTING OFFICER.
ACCESS MUST BE COORDINATED WITH AND APPROVED BY THE
DURING CONSTRUCTION. ACCESS RESTRICTIONS THAT WILL AFFECT PUBLIC
THE LEVEE 4A RECREATION TRAIL IS TO REMAIN OPEN TO THE PUBLIC 2.
PUBLIC ACCESS:
FOR GENERAL CIVIL NOTES AND STANDARD CIVIL DETAILS SEE VOLUME A.1.
GENERAL:
GENERAL SHEET NOTES
C-301
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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
GRADE
EXISTING
PAD
EXISTING
SURVEY - EL. 343.65
ELEVATION AT TIME OF
WATER SURFACE
PUMP HOUSE
DETAILS
FOR
SHEETS
MECHANICAL
SEE
ASSEMBLY
GATE
SLIDE
EL. 343.43
INVERT
NOTE 1
STAIRCASE, SEE
AND WOOD
EXISTING GROUND
EL. 345.19
TOP PIPE�
CULVERT
EXISTING
SHEETS FOR DETAILS
SEE MECHANICAL
SLIDE GATE ASSEMBLY
OF SURVEY - EL. 343.03
WATER SURFACE AT TIME
A9
SECTION: PUMP HOUSE INTAKE
1"=5'SCALE:
CONTRACTOR OPERATIONS.
AND PROTECT THE STAIRCASE FROM DAMAGE RESULTING FROM
IS RESPONSIBLE TO FIELD VERIFY CONDITIONS PRIOR TO CONSTRUCTION
THERE IS A WOOD STAIRCASE EXISTING ABOVE THE CULVERT. CONTRACTOR 1.
GENERAL SHEET NOTES
A16
SECTION: CULVERT INTAKE
1"=1'-0"SCALE: C-101
REF
C-101
REF
P
S
4-A
PLANT
PUMP
2'-6"
/4
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
S T
R U
C T
U R
A L
P U
M P
S T
A T
IO
N
A
S
IT
E P
L A
N
S-101
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/6 /2
M N a
\M
N a
V
S -1
X X
X .d g n
A11
SCALE: 3/16"=1'-0"
PLAN: PUMP STATION 4A
4' 0" 8' 0" 16' 0"0
NORTH
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
U
PUMP HOUSE 4A
EXISTING
EXISTING INTAKE BOX CULVERT
(MODIFIED REF S-501)
EXISTING TRASH GRATE
F L
O W
TRANSFORMER PAD
(S E
E N
O T
E
(SEE NOTE 2)
EDGE OF BUILDING
(SEE NOTE 3)
UTILITY CROSSING
FOOTING (TYP)
(S E
E N
O T
E
WITH THE ELECTRICAL CONTRACTOR AND CONDUIT LOCATIONS.
CONTRACTOR SHALL COORDINATE LOCATION OF THE UTILITY CROSSING 3.
TRANSFORMER PAD.
CONDUIT PENETRATIONS, THE SIZE, AND THE LOCATION FOR THE
CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ON 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
S-501
H1
S-301
A12
S-301
G4
M
IN
M
IN
A P
P R
O X
IM
A
T E
6"
14'-2" (APPROXIMATE) 5'-5" (APPROXIMATE)
M
IN
18'-3" (APPROXIMATE)
M
IN
(SEE NOTE 5)
M
IN
M
IN
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
T R
A N
S F
O R
M E
R P
A D
A N
D U
T
IL
IT
Y
C R
O S
S
IN
G
P U
M P
S T
A T
IO
N
A
S E
C T
IO
N
S-301
S O
L S
O N
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/6 /2
M N a
\M
N a
V
S -3
X X
X .d g n
6" 1' 0" 2' 0"0
1' 0" 2' 0" 4' 0"0
T.O. GRADE
(REF. S-502/G2 FOR DETAIL) (TYP)
FOOTING
(REF. S-502/G12 FOR DETAIL) (TYP)
PIPE CLAMP
(SEE NOTE 3)
8" XS PIPE
NORMAL HIGH WATER EL. 346.4'
NORMAL LOW WATER EL. 345.4'
SETTING PIPE AND RUNNING CONDUIT
WITH CEMENTITIOUS GROUT AFTER
SEAL ANNULUS OF PENETRATION
AND 8" PIPE
CL OF CONDUIT
EXISTING CHANNEL WALL
(S E
E N
O T
E
EXISTING CHANNEL WALL
POWER POLE
C L
C L
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
HOUSE WALL
PUMP
OPERATING FLOOR
PUMP HOUSE
GRADE
T.O.C. EL. 353.83'
BASE COURSE
(CENTER MAT IN PAD)
(EACH WAY)
#4 @ 12" O.C. MAX
(SEE NOTE 2)
TRANSFORMER PAD
FACILITATE INSTALLATION OF THE ELECTRICAL CONDUIT.
CONTRACTOR SHALL COORDINATE LOCATION OF THE END OF THE 8" PIPE TO 5.
INSTALLATION OF THE ELECTRICAL CONDUIT.
CONTRACTOR SHALL COORDINATE DEPTH OF THE 8" PIPE TO FACILITATE 4.
NOT INTERFERE WITH FOUNDATIONS.
11 15.10 28, SECTION 2.3. CONTRACTOR SHALL VERIFY THAT SPLICE DOES
FLANGED SPLICE. FLANGES, BOLTS, AND GASKETS SHALL COMPLY WITH 22
MAY REDUCE LENGTH OF PIPE TO BE GALVANIZED BY ADDING A CLASS 150
8" XS PIPE SHALL BE HOT-DIP GALVANIZED PER ASTM A123. CONTRACTOR 3.
TRANSFORMER MANUFACTURER'S RECOMMENDATIONS.
CONTRACTOR SHALL ANCHOR TRANSFORMER TO PAD IN ACCORDANCE WITH 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
A12
1 1/2"=1'-0"SCALE:
SECTION: TRANSFORMER PAD
S-101
REF
G4
1/2"=1'-0"SCALE:
SECTION: UTILITY CROSSING
S-101
REF
/4
/2
1 1/2 "
3 1/2 "
1/2 " CLR
1 1/2 " PROJ
4"
2 3/8 "
1'-2"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
M O
D
IF
IE
D
I N
T A
K E
G R
A T
E
P U
M P
S T
A T
IO
N
A
D E
T A
IL
S
S-501
P H
A R
P O
L E
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
P
M
/6 /2
M N a
\M
N a
V
S -5
X X
X .d g n
SECTION: BAR GRATE TOP CONNECTION
A1
SECTION: END CONNECTION LOOKING EAST
SCALE: 6"=1'-0"
A7
A13
SCALE: 6"=1'-0"
SECTION: END CONNECTION LOOKING SOUTH
H1
SCALE: 1"=1'-0"
PLAN: INTAKE TRASH GRATE
J9
SCALE: 1"=1'-0"
SECTION: INTAKE TRASH GRATE
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
SCALE: 6"=1'-0" 1 1/2" 3" 6"0 1 1/2" 3" 6"0 1 1/2" 3" 6"0
NORTH
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
(REF. RG006)
EXISTING INTAKE BOX CULVERT
(REF. RG006)
MODIFIED TRASH GRATE
EXISTING CURB
F L
O W
FB 4"x1/2"
FB 6"x1/2"
BAR WEDLMENT)
(CUT TO SUIT 1/2" FLAT
EXISTING FB 2 1/4"x1/4"
3/16"
3/16"
FB 4"x1/2"
FB 6"x1/2"
FB 3"x1/2"
FB 4"x1/2"
TACK EXISTING INTAKE CONCRETE WALL
(TYP)
FB 4"x1/2"
FB 6"x1/2"
FB 4"x1/2"
FB 3"x1/2"
(TYP)
3" EMBED
EXISTING CURB
(REF. RG006)
EXISTING INTAKE BOX CULVERT
(REF. RG006)
MODIFIED TRASH GRATE
INVERT EL. 343.4'
NORMAL LOW WATER EL. 345.4'
NORMAL HIGH WATER EL. 346.4'
(SEE NOTE 2)
S-101
REF
CONTRACTOR SHALL ADJUST DIMENSION TO SUIT NEW SLIDE GATE.2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
J9
A1
A7
A13
3"3"
1'-0"
1'-3"
1 1/2 " 1 1/2 "
/2
6"
4 7/16 " R
/2
R
/1
1"
1'-0"6"
2'-0"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
JU
L
IO
M
O R
E L
O S
P
.E
F O
O T
IN
G
A N
D P
IP
E
C L
A M
P
P U
M P
S T
A T
IO
N
A
D E
T A
IL
S
A N
D S
E C
T
IO
N
S-502
G
IG
L
E S
IA
S
J.
M
IL
L
IG
L -1
-5 -5
O
L S
O N
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/6 /2
M N a
\M
N a
V
S -5
X X
X .d g n
3" 6" 1' 0"0
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
(BOND TO 1/4" ROLLED FLAT BAR)
1/8" PTFE LINER
RODS) (SEE NOTE 2)
HALF ROUND (DRILL TO MATCH ANCHOR
1" WIDE X 7/16" THICK THERMOPLASTIC
1/4" THICK ROLLED FLAT BAR
S-501/A2 FOR DETAIL)
EMBEDMENT (REF. VOLUME A
RODS WITH 3" PROJECTION AND 12"
5/8" Ø ANCH.
1/4" BASE PLATE
8" PIPE
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
#4 TIES
(EQUAL SPACING)
(3) #4 EACH FACE
#4 TIES @ 8" O.C. MAX
(TOP & BOTTOM)
#4 @ 12" O.C. (EACH WAY)
PIPE CLAMP 8" PIPE
(EQUAL SPACING)
(3) #4 EACH FACE
#4 TIE
MINIMUM PIPE LOAD OF 8 KIPS.
THERMOPLASTIC HALF ROUND SHALL BE CAPABALE OF SUPPORTING A 2.
REFERENCE VOLUME A/S-001 FOR GENERAL NOTES.1.
GENERAL SHEET NOTES
A2
1 1/2"=1'-0"SCALE:
SECTION: FOOTING (TYP)
G2
1 1/2"=1'-0"SCALE:
DETAIL: FOOTING
G12
3"=1'-0"SCALE:
DETAIL: PIPE CLAMP
NOTE: PIPE CLAMP STEEL SHALL BE HOT-DIP GALVANIZED PER ASTM A123.
S-301
REF
S-301
REF
G12
G12
A2
A2
60'
STRUCTURE
EXISTING INTAKE
FOR GATE INSTALLATION.
ASBESTOS AS NECESSARY
BONDED CMP. MITIGATE
EXISTING 18" ASBESTOS
STATION
PUMP
EXISTING
AND INSTALATION OF THE SLIDE GATE.
THE LINING DURING DEMOLITION
LINED. TAKE CARE NOT TO DAMAGE
THE EXISTING CULVERT IS PLASTIC
GATE AND SUPPORT FEATURES
DEMOLISH EXISTING SLIDE
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
K E
V
IN
R E
N S
H A
W P
.E
D E
M O
L
IT
IO
N
P U
M P
S T
A T
IO
N
A
P L
A N
MD101
N B
A K
K E
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
M
/6 /2
M N a
\M
N a V
M
D X
X X
.d g n
NORTH
2' 0" 4' 0" 8' 0"0
PHOTO 1: SLIDE GATE AND STAIRS
SCALE: NTS
PHOTO 2: SLIDE GATE ANCHOAGE
H1
NEW SLIDE GATE.
REPLACE AS REQUIRED FOR
GATE SUPPORT ANCHORAGE
DEMOLISH EXISTING SLIDE
SLIDE GATE
DEMOLISH EXISTING
EXISTING STAIR
RETAIN AND PROTECT
SLIDE GATE
DEMOLISH EXISTING
EXISTING CULVERT
PROTECT AND REUSE
REPLACE WHEN COMPLETED
NECESSARY FOR GATE REPLACEMENT
REMOVE EXISTING PLATFORM AS
APPROX.
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
A7
DEMO PLAN: STATION 4A
1/4"=1'-0"SCALE:
EXISTING ITEMS TO REMAIN
EXISTING ITEMS TO DEMOLISH
DEMOLITION SHEET LINE STYLE LEGEND
A1
H1
60'-0"
N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
K E
V
IN
R E
N S
H A
W P
.E
M E
C H
A N
IC
A
L S
IT
E
P U
M P
S T
A T
IO
N
A
P L
A N
M-101
N B
A K
K E
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
P
M
/6 /2
M N a
\M
N a V
M
-1 X
X X
.d g n
A7
SCALE: 1/4" = 1'-0"
PLAN: STATION 4A MECHANICAL EQUIPMENT
NORTH
2' 0" 4' 0" 8' 0"0
STATION
PUMP
EXISTING
STRUCTURE
EXISTING INTAKE
EXISTING CULVERT
DEBRIS GRATING
NEW STRUCTURAL
APPROX.
S.S SLIDE GATE
NEW RISING STEM
S.S SLIDE GATE
NEW RISING STEM
SEE S-101.
PAD.
CONCRETE
NEW
DISCHARGE PIPING
EXISTING PUMP
(NOT REPLACED)
EXISTING PUMPS
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
BINDING OR EXCESSIVE NOISE.
ALIGN ALL EQUIPMENT TO ENSURE SMOOTH OPERATION FREE FROM 9.
INSTALLATION AND OPERATION OF ALL EQUIPMENT.
FABRICATION TOLERANCES SHALL BE AS REQUIRED FOR PROPER 8.
BREAK ALL CORNERS AND EDGES.7.
STEEL FASTENERS SHALL BE PROVIDED WITH ANTI-GALLING COMPOUND.
MATCH THE MATERIAL OF THEIR RESPECTIVE COMPONENTS. STAINLESS
PROPER INSTALLATION AND OPERATION OF EQUIPMENT. FASTENERS SHALL
PROVIDE ALL FASTENING AND MOUNTING HARDWARE AS REQUIRED FOR 6.
SYSTEMS SHOWN IN THE ELECTRICAL SHEETS.
ELECTRICAL SYSTEM. NEW EQUIPMENT SHALL BE COMPATIBLE WITH THE
MECHANICAL COMPONENTS SHALL BE COORDINATED WITH THE PROVIDED 5.
PROVIDED MECHANICAL COMPONENTS.
FIELD VERIFY ALL EXISTING COMPONENTS TO VERIFY SUITABILITY OF NEWLY 4.
COORDINATED WITH THE EXISTING AND PROVIDED STRUCTURAL SYSTEMS.
MECHANICAL COMPONENTS SHALL BE SELECTED SUCH THAT THEY ARE
SHOWN ON MECHANICAL SHEETS, ARE SHOWN FOR REFERENCE ONLY. NEW
GEOMETRY OF EXISTING COMPONENTS AND NEW STRUCTURAL FEATURES, 3.
BE SELECTED TO MATCH SHOWN DIMENSIONS AS CLOSELY AS POSSIBLE.
APPROXIMATE AND BASED ON CONCEPTUAL GEOMETRY. EQUIPMENT SHALL
DIMENSIONS, WHERE SHOWN, UNLESS OTHERWISE INDICATED ARE 2.
ACTUAL COMPONENT DETAILS MAY VARY.
COMPONENTS SHALL BE INSTALLED IN THE ARRANGEMENT SHOWN, THE
ORDER TO PROCURE THE REQUIRED COMPONENTS. PROVIDED
INSTALLATION ARRANGEMENT. THE CONTRACTOR SHALL USE THESE IN
MECHANICAL COMPONENTS SHOWN ARE CONCEPTUAL IN ORDER TO SHOW 1.
GENERAL MECHANICAL NOTES
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
M-301
A9
M-301
A1
M-521
A15
M-520
M8
1 1/2 "
3'-4 1/8 "
INTAKE CHANNEL WALLS
ANCHOR GATE TO
MANUFACTUERS RECOMMENDATIONS
IN ACCORDANCE WITH
INVERT OF INTAKE STRUCTURE
ANCHOR GATE SILL TO
OF INTAKE STRUCTURE
GATE FRAME TO FACE
S.S. SLIDE GATE
NEW RISING STEM TYPE
WITH MANUFACTURER RECOMMENDATIONS
STRUCTURE WALL IN ACCORDANCE
ANCHOR GATE FRAME TO INTAKE
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
K E
V
IN
R E
N S
H A
W P
.E
IN
T
A K
E S
T R
U C
T U
R E
P U
M P
S T
A T
IO
N
A
S E
C T
IO
N
S
M-301
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/6 /2
M N a
\M
N a V
M
-3 X
X X
.d g n
SECTION: SLIDE GATE
SCALE: 1" = 1'-0"
A9
SECTION: INTAKE STRUCTURE
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
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
CLEAR OPEN WIDTH
G A
T E
T R
A V
E L
WITH THE SUPPORT SYSTEM PRESENTED IN THE STRUCTURAL DRAWINGS.
SHALL PROVIDE A COMPLETE SLIDE GATE SYSTEM THAT IS COORDINATED
THE GEOMETRY PRESENTED HERE IS CONCEPTUAL. THE CONTRACTOR 1.
GENERAL NOTES
EXISTING ITEMS
NEW ITEMS
LINE STYLE LEGEND
M-101
REF
NOTE: NEW STRUCTURAL TRASH GRATING IS NOT SHOWN, FOR CLARITY.
M-101
REF
EL. 343.43
M-520
3'-4 1/8 "
4'-0"
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
K E
V
IN
R E
N S
H A
W P
.E
S L
ID
E
G A
T E
P U
M P
S T
A T
IO
N
A
D E
T A
IL
S
M-520
M F
L A
N A
G A
N
C
C A
N
L -1
-3 -5
A U
T H
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
DETAIL: BOTTOM SEAL
SCALE: 3" = 1'-0"
A15
DETAIL: SIDE SEAL
D15
DETAIL: SLIDE GATE
SECTION: SLIDE GATE
A8
ELEVATION: SLIDE GATE
MACHINERY
OPERATING
SLIDE GATE
SLUICE GATE LEAF
EL. 351.68
TOP OF GUIDE
EL. 343.68
GATE SILL
EL. 353.08
TOP OF FRAME
MIN. 1.5" DIAMETER
AS PER GATE MANUFACTURER,
GATE OPERATING THREAD,
RISING STEM TYPE.
SLIDE GATE LEAF
GEAR OPERATOR
SINGLE INPUT BEVEL
ELASTOMERIC SEAL
GUIDE FRAME
STAINLESS STEEL
FABRICATED SLUICE GATE
STAINLESS STEEL
RECOMMENDATIONS
GATE MANUFACTURER
STRUCTURE AS PER
ANCHOR TO INTAKE
GATE FRAME SILL
RECOMMENTATIONS
AS PER MANUFACTURER
ANCHOR SILL TO FLOOR
1" MIN THICKNESS
GROUT PAD,
RECOMMENDATIONS
AS PER MANUFACTURER
ANCHOR GUIDE FRAME
1" THICK GROUT PAD
HANDWHEEL
OPERATOR
GATE. MIN. 1.5" DIA.
MFGR. FOR RISING STEM
OPERATING STEM, AS PER
OPERATOR FOR THREADED
ISOMETRIC: GATE MACHINERY
SCALE: NOT TO SCALE
H15
SEALING MATERIAL
ELASTOMERIC
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
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
CLEAR OPENING WIDTH
F U
L L
G A
T E
T R
A V
E L
CHANNEL WIDTH
G A
T E
H E
IG
H
T
6"0 3" 1'
6"0 3" 1'M-101
REF
UNSEATING - 2 FT
SEATING - 10FT
SLIDE GATE DESIGN HEADS2.
HANDWHEELS SHALL BE REMOVABLE AND PADLOCKABLE.1.
NOTES
FLOW
D15
A8
A15
H15
APPROX. 344.47 FT
ELEVATION
GATE CENTERLINE
EL. 347.95 FT
TOP OF FRAME
/4
2'-0"
6" 3" 3" 3" 3"
3"
/2
/2
/2
/2
/2
7/8 "
/2
1"
/4
/4
7/8 "
TO FULLY OPEN 18" GATE.
SLIDE TRAVEL AS REQUIRED
WITH INLET GRATING
1/2" BOLT MATCH DRILL
DRILL AND TAP FOR
WITH INLET GRATING
NUT. MATCH LOCATE
1/2" WELD STUD WITH
BONDED CMP CULVERT
EXISTING 18" , 16GU ASBESTOS
NEW SLIDE GATE FRAME
NEW GATE SLIDE
PER MFGR REQUIREMENTS
ADAPT GATE TO CULVERT
BETWEEN FRAME AND SLIDE
ELASTOMERIC SEAL
THREADED OPERATING STEM
TOWARDS RIVER
PIPE SLOPE APPROX. 1.8%
INLET GRATING
AN D SLOT
9/16" HOLE
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
K E
V
IN
R E
N S
H A
W P
.E
C U
L V
E R
T G
A T
E
P U
M P
S T
A T
IO
N
A
D E
T A
IL
S
M-521
N B
A K
K E
C
C A
N
L -1
-3 -5
/5
A U
T H
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/6 /2
M N a
\M
N a V
M
-5 X
X X
.d g n
DETAIL: CULVERT SLIDE GATE
SCALE: 1 1/2" = 1'-0"
SECTION: CULVERT SLIDE GATE
A8
ELEVATION: SLIDE GATE
GEAR OPERATOR
SINGLE INPUT BEVEL
HANDWHEEL
GATE OPERATOR
GATE. MIN. 1.5" DIA.
MFGR. FOR RISING STEM
OPERATING STEM, AS PER
OPERATOR FOR THREADED
ISOMETRIC: GATE MACHINERY
SCALE: NOT TO SCALE
L1
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
SECTION: INLET GRATING
J7
DETAIL: MOUNTING SLOT
SCALE: 6" = 1'-0"
E16
DETAIL: INLET GRATING
H11
1 1/2" 3" 6"0
0 1/2" 1" 2"0
3" 6" 1' 0"0
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
M
IN
G A
T E
H E
IG
H
T
PLATE
3/8" THICK
BAR
1/2" ROUND
1/2" BOLT
HOLE FOR
3/16
GATE LEAF
BENT TO CLEAR
1/2" ROUND BAR
GATE LEAF
REQUIRED TO CLEAR
OFFSET, MINIMUM
3/8" PLATE
1/8
1/8
TYP
TYP
TYP
1/8
1/8
1/8
1/8
ARRANGEMENT WITH GATE GEOMETRY.
NOTE: INLET GRATING DIMENSIONS ARE APPROXIMATE. COORDINATE DIMENSIONS AND MOUNTING
PAINT: AS PER SPECIFICATION
MATERIAL: A572 GRADE 50 STEEL
M-101
REF
UNSEATING - 19 FT
SEATING - 9 FT
SLIDE GATE DESIGN HEADS2.
HANDWHEELS SHALL BE REMOVABLE AND PADLOCKABLE.1.
NOTES
NORMAL FLOW
L1
A8
H11
E16
J7
S I
D
A P
R
IL
E N
O
E L
E C
T R
IC
A
L N
O T
E S
A N
D L
E G
E N
D
G E
N E
R
L
L -1
-6 -5
/2
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/6 /2
M N a
\M
N a
V
E -0
X X
X .d g n
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
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
V I
V A
N S
T E
D U
M P
.E
P U
M P
S T
A T
IO
N
A
E-001
P H
A R
P O
L E
S
S C
H E
IF
G L
E N
C R
O S
S
POWER TRANSFORMER
MOTOR STARTER (POWER)
NORMALLY OPEN CONTACT (CONTROL)
NORMALLY CLOSED CONTACT
FUSE
MOLDED CASE CIRCUIT BREAKER
GROUND BUS CONNECTION
INDICATOR LIGHT, OR LIGHT
LINE BREAK (CONTINUED ELSEWHERE)
YG
WH
WM
WHM, M
VS
VM
V
UG
UV
UPS
UNK
TRP, TRF
TC
TB
T
SUB
ST
SSS
SG, SGP, SGF
RT
RMC
RM
REC
RC
R/S
PT
PS
PLC
PH
TRUE OR ON
FALSE OR OFF
TRANSFORMER WHY CENTER GROUND
WALL HEATER
WATT METER
WATT HOUR METER
VOLTMETER SWITCH
VOLTMETER
VOLTAGE
UNDER GROUND
UNDERVOLTAGE
UNINTERRUPTED POWER SUPPLY
UNKNOWN
TRASH RAKE, PANEL, FIELD
TRIP COIL
TERMINAL BLOCK
TRIP
SUBSTATION
SHUNT TRIP
SOLID STATE SOFT STARTER
SLIDE GATE, PANEL, FIELD
REMOTE TRIP
RIGID METAL CONDUIT
ROOM
RECEPTACLE
REMOTE CLOSE
RIVER SIDE
POTENTIAL TRANSFORMER
POWER SUPPLY
PROGRAMMABLE LOGIC CONTROLLER
PHASE
ELAPSE TIME METERETM
480 V RECEPTACLE / GENERATOR PLUG CONNECTIONS
ULTRASONIC TRANSDUCER
ULTRASONIC LEVEL CONTROLLER
SOLID STATE SOFT START
DM
51N
TS TEST SWITCH
CONTROL RELAY
AUTOMATIC SELECTIVE
OVERCURRENT RELAY
GROUND
UNDER VOLTAGE RELAY
MULTIFUNCTIONAL DIGITAL METER
GROUND
AF: AMP FRAME AT: AMP TRIP
LV POWER CIRCUIT BREAKER
CONTROL RELAY
TIME DELAY
CR
TD
SELOINOIDS
T1- DEDICATED T1 CIRCUITS
- TELEPHONE/PBX CIRCUITS, COMM CIRCUITS t
- LOCAL AREA NETWORK (LAN) CIRUCUITStn
- SPARE CONDUITs
- POWER CIRCUIT (LIGHTING) 120/240 OR 120/208 VACr
- POWER CIRCUIT, 480VACq
SERVICE CODE OR VOLTAGE CLASS2.
- NEUTRAL (i.e. GN1, TN1)N
- 120/240 (120/208)R
- 480VQ
TRANSFORMER AND VOLTAGE TRANSFORMERS.
BREAKERS, DISCONNECTING SWITCHES, CURRENT
FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED
CLASS AND LOCATION OF THE EQUIPMENT, THE
AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE1.
MODIFYING TERMS FOR TERMINAL EQUIPMENTB.
TO THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
CONDUIT NAMES ARE GENERALLY IDENTICALC.
CIRCUITS: I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
A TWO-PART NUMBER IS USED FOR MOST B.
VOLTAGE CLASS
OR
CIRCUIT NUMBER SERVICE CODE
END OF RUN START OF RUN
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
IDENTIFIED AS FOLLOWS:
ELECTRICAL CIRCUITS AND CONDUITS ARE 1.
CIRCUIT AND ROUTING IDENTIFICATION
SUA-q1-CQA3
DO01-LSQ1: O-01
LEGENDABBREVIATIONS CONTINUATIONABBREVIATIONS
POWER
POWER DISTRIBUTION
PANEL
OVERHEAD
NORMALLY OPEN, NUMBER
NORMALLY CLOSED
NORTH
MANUALLY OPERATED
MOTOR CUT-OUT
THOUSAND CIRCULAR MILS
MAGNETIC PICK-UP
LEVEL SWITCH LOW LOW
LEVEL SWITCH LOW
LEVEL SWITCH HIGH HIGH
LEVEL SWITCH HIGH
LIMIT SWITCH
LAND SIDE
LIGHT (FIXTURES)
LEVEL CONTRL, PANEL
KILOWATTS
KILO VOLT AMPS
ISOLATION TRANSFORMER
INTERMEDIATE METAL CONDUIT
HEATER
HORSEPOWER
HUMAN MACHINE INTERFACE
HOURMETER
HIGH COOLANT TEMPERATURE
HEIGHT
GROUND
GREEN
GROUND ELECTRODE CONDUCTOR
FULL VOLTAGE NON REVERSING
FULL VOLTAGE REVERSING
FIBER OPTIC CABLE
FEEDER
FLOAT SWITCH
ETHERNET CABLE
ELECTRONIC CONTROL PROCESSOR
ELECTRICALLY OPERATED BREAKER
ELEVATION
EMERGENCY DIESEL GENERATOR
EQUIPMENT GROUND CONDUCTOR
DISCRETE OUTPUT
TRANSFORMER DELTA WITH LEG CENTER GROUND
DISCRETE INPUT
DISCONNECT SWITCH
DIRECT CURRENT
DEPTH
COPPER
CONTROL TRANSFORMER
CONTACT SWITCH
CENTRAL PROCESSING UNIT
CONTRACTING OFFICER REPRESENTATIVE
CONVEYOR, PANEL, FIELD
CONTROL
COMMON, COMMUNICATION
CLOSE COIL
CLOSE
CIRCUIT BREAKER
BLACK
ANALOG OUTPUT
AUXILARY CONTACT NORMALLY CLOSED
AMERICAN WIRE GAUGE
AUXILARY
AMPERE TRIP
AMMETER SWITCH
AUTO ELEC OPERATOR FOR MOLDED CASE BKR
AMMETER
ANALOG INPUT
ALTERNATING CURRENT
AMPERE
AUXILARY CONTACT NORMALLY OPEN
PWR
PDB
PNL
OVHD
NO
NC
N
MO
MCO
MCM
MAG P/U
LSLL
LSL
LSHH
LSH
LS
L/S
LGT
LC, LCP
KW
KVA
ISO TRF
IMC
HTR
HP
HMI
HM
HCT
H
GND, GRD
GRN, G
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2. APPARATUS
- 480V CONTROL CENTER (PROJECT)PCQ
- 480V CQ
LOAD CENTER1.
TERMINAL EQUIPMENTA.
(LSQ1,LSQ2) LOCATIONMODULE NO. (nn)
ANALOG (A)
(nn) CHANNNEL NO.DIGITAL (D)
OUTPUT (O)OUTPUT (O)
INPUT (I) INPUT (I)
PLC I/O NAMING CONVENTION
CONDUIT AND CABLE NAME
SERVICE WEATHER HEAD
POWER POLE
METER WHM WITH CT'S, ENCLOSEDM
DUPLEX RECEPTACLE 2P-3W-20A-125V GROUNGING TYPE
DUPLEX RECEPTACLE 2P-3W-20A-125V GFCI TYPE
PLC INPUT, OR COMMON
PLC ANALOG INPUT, OR COMMON
WITH DISCONNECT.
480V WALL CONNECTION, SPECIALTY RECEPTACLE
VOLTAGE PHASE RELAY (LOSS OF)VPR
VOLTAGE MONITOR RELAYVMR
TIME RELAY START (DELAY START)TRS
TIME RELAYTR
SELECTOR SWITCHSS
SOLID STATE STARTER (SOFT START)SSS
POWER SUPPLYPWS
LIGHT GREENLTG
LIGHT REDLTR
CONTROL RELAYCR
SOFT START CONTACTORC
BYPASS CONTACTORB
CIRCUIT BREAKERCB
INSTRUMENT TAG AND SIGNAL NOMENCLATURE (VOL A, E-601)
TR
TIMING RELAY, WITH CONTROL SIGINAL (S)
S
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
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J
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N
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
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R M
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P S
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VOLUME 2
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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N
A
E-002
P H
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P O
L E
S
S C
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S
PROJECT NOTES
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
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B Y
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
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G
IN
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4-A
PLANT
PUMP
A N
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P U
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N
A
D
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G R
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ED101
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
G L
E N
C R
O S
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/6 /2
M N a
\M
N a
V
E D
X
X X
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A1
SCALE: NTS
DEMOLITION PUMP STATION 4A OVERALL SITE PLAN
SERVICE
OVERHEAD
DEMOLISH EXISTING
POWER POLE
UTILITY SERVICE
EXISTING
SEE E-101 FOR FULL LINE
SIPHON BREAKERS
DEMO CONDUCTORS
EXISTING 1" UG CONDUIT
NORTH
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
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K E
D B
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D R
A W
N B
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D E
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D B
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N O
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A
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N N
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D A
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S I Z
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M A
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S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
U
4A
4A DEMOLITION SERVICE
SCALE: 1/4"= 1'-0"
A16A5
DEMOLITION UTILITY
EXISTING METER
OVERHEAD SERVICE TO
CONTRACTOR TO DEMOLISH
POLES
OR REPURPOSE UTILITY
UTILITY TO DEMOLISH
SERVICE LINE
OVERHEAD SERVICE
DEMOLISH EXISTING
CENTER TAP GROUND
TRANFORMER BANK
OPEN DELTA
SERVICE LOADS
OTHER 240/120
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
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E
L E
V E
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P U
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ED501
S
S U
M M
E R
S
S
S C
H E
L -1
-6 -5
/6
S U
M M
E R
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
M
/6 /2
M N a
\M
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V
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X
X X
.d g n
0 4' 8'2'
GENERAL SHEET NOTES
LINE STYLE LEGEND
EXISTING ITEM
DEMOLITION
KVA
12.5
KVA
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
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K E
D B
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S
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M A
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N D
A T
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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
S S
WEATHERHEAD AT PUMP STATION
OVHD
A N
S I
D
F
IN
A L
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U
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M E
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P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
/7
G L
E N
C R
O S
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
P
M
/6 /2
M N a
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N a
V
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X
X X
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A11
SCALE: NTS
PUMP STATION 4A DEMOLITION
20A
70A 3P
989370
SQUARE D
METER # 251650
BENTON CO PUD
TOTAL 65 KVA Z=1.3%
SEC 120/240 DELTA
PRI 12470 WYE-G
OPEN DELTA, 50 KVA, 15 KVA
2 POLE MOUNT TRANSFORMERS
3C-#2/0 2"C
2C-#12 3/4"C 2C-#12 3/4"C
M
42 FLA
15 HP
PUMP 1
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FUSE: SHAWMUT SJ-42
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60A 3P
20A 20A 20A
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1.5 KW
LIGHTS OUTLETS
CHARGER
BATTERY
42 FLA
15 HP
PUMP 1
BREAKER
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5A
BREAKER
SIPHON
5A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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IT
T
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B Y
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K E
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S I Z
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M A
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D E
S C
R
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N D
A T
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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
DEMO ITEMS
EXISTING ITEMS
LEGEND
4-A
PLANT
PUMP
5.74'
.5
A N
S I
D
F
IN
A L
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U
IP
M E
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P U
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P L
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E-101
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
/8
G L
E N
C R
O S
S
VOLUME 2
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
A
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E -1
G C
S .d g n
NORTH
10' 20'0
U
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S
PLUG (P)
SWITCH (S)
METER (M)
BRANCH CIRCUITS
TEMPORARY
SKID
TEMPORARY POWER
SERVICE MAST
FROM EXISTING
SERVICE FEEDER
TEMPORARILY
SLIDE GATE ASSEMBLY
12' WIDE VEHICLE GATE
E=1960013.35
N=333362.15
TRENCH CORNER
E=1960021.93
N=333309.84
POWER POLE
SEE STRUCTURAL SHEETS FOR DETAILS
STEEL PIPE CONDUIT BRIDGE CROSSING,
FOR INSTRUCTIONS
SEE VOL A, E-506, G2
TO LOCATE CONDUIT,
CONDUCTORS CONTRACTOR
PULL NEW SIPHON BREAKER
EXISTING 1" UG CONDUIT
RISER BY CONTRACTOR
NEW POLE AND CONDUIT
E=1959955.80
N=333271.40
EXISTING POWER POLE
POWER FROM
REROUTE OVERHEAD
CONTRACTORS
SERVICE CONDUCTORS BY
OVERHEAD SECONDARY
BY CONTRACTOR
NEW SERVICE POLE
BY CONTRACTOR
NEW UG SERVICE
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
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B Y
C H
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Y
D R
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
O F
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G
IN
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1A
1"=10'SCALE:
SITE PLAN: PUMP STATION 4A
GENERAL SHEET NOTES
TEMPORARY SERVICE SEE E-450.3.
CONTRACTOR TO TRENCH AND INSTALL NEW UNDER GROUND SERVICE.2.
DROP.
EXISTING OVERHEAD SERVICE IS CONVERTED TO A TEMPORARY SERVICE
TEMPORARY POWER INSTALLATION SHOWN ON THIS DRAWING ASSUMES THE 1.
TEMPORARY
NEW CONSTRUCTION
EXISTING
LEGEND
WALL MOUTING METER, TRANSFER SWITCH, PLUG CONNECTION
SCALE: 1/2"= 1'-0"
A14
NEW UTILITY CONNECTION
V I
V A
N S
T E
D U
M P
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S E
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C O
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N
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E-501
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
/1
A
G L
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C R
O S
S
VOLUME 2
A N
S I
X
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
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A
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P U
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N
S
C O
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IN
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L O
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A N
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W
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B
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L L
A W
A L
L A
W
A S
H
IN
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O N
N
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D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
METER
24x13
0 2' 4'1'
S1
S2
L
CORE DRILL
NEUTRAL
UTILITY SECONDARY
NEUTRAL TO
CONNECT
BY CONTRACTOR
NEW SERVICE POLE
IN SPECIFICATION
AND GROUND OH-38
SEE RISER DRAWING OH-35
GROUND ROD GULLY
PIPE CROSSING DRAINAGE
CONDUIT INSIDE STEEL
POLE
EXISTING SERVICE
SEE SPECIFICATION
CONTRACTOR PROVIDE 35' SERVICE POLE
EXTENSION BY GOVERNMENT
NEW SERVICE POLE
GENERAL SHEET NOTES
LINE STYLE LEGEND
NEW ITEMS
EXISTING ITEM
AND CABLE
NEW SERVICE RISER
VOL A, RE-006 CITY OF RICHLAND SERVICE
VOL A, RE008 - SERVICE RISER AND GROUND CONECTION
VOL A, RE013 - SERVICE TIE, AND DEAD END
REFERENCE
CONTRACTOR
NEW OVERHEAD BY
POLES
OR REPURPOSE UTILITY
UTILITY TO DEMOLISH
CENTER TAP GROUND
TRANFORMER BANK
OPEN DELTA
SERVICE LOADS
OTHER 240/120
KVA
12.5
KVA
4A
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
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D E
S
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D B
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A
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S
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D A
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S I Z
E
M A
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D E
S C
R
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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
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G
IN
E E
4C-2/0, 2"C UG
4C-2/0, #6(G), 2"C
240V
240V
240V
240V
240V
#4 GRD
RODS
GROUND
NEW
GRID
GROUND
EXISTING
3/0 GEC
OVERHEAD
A N
S I
D
F
IN
A L
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U
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A
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P U
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S
C O
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R O
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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
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
O N
E L
IN
E
D
IA
G R
A M
P U
M P
S T
A T
IO
N
A
D
IA
G R
A M
E-601
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
G L
E N
C R
O S
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/6 /2
M N a
\M
N a
V
E -6
X X
X .d g n
A7
SCALE: NTS
PUMP 4A STATION POWER SINGLE LINE
DETAIL: NEUTRAL GROUND
G15
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
MM
PANEL SCHEDULE
4-POLE
225AF
125AT
WITH BYPASS
SOFT START
WITH BYPASS
SOFT START
15 HP
PUMP 1
15 HP
PUMP 2
METER # 43031 UD
CITY OF RICHLAND BP
TO EXISTING GROUND GRID
225AF
90AT
S
BREAKER
SIPHON
5A
S
BREAKER
SIPHON
5A
3C#6, #6 GRD
#12 GRD 3/4"C
2C#12, 225AF
90AT
M
20A 20A 20A20A
HTR
1.5 KW
LIGHTS RECEP
SYSTEM
3PH 240V
SEC
DELTA
METER # 43031 UD
CITY OF RICHLAND BP
M
240/120V CIRCUITS LOAD CENTER
3P 240V FEEDER
TOTAL 65 KVA Z=1.3%
SEC 120/240 DELTA
PRI 12470 WYE-G
(CENTER TAPPED 50 KVA)
OPEN DELTA, 50 KVA, 15 KVA,
2 POLE MOUNT TRANSFORMERS
N
20A
PANEL
LC
4 POLE SWITCHED NEUTRAL
225A CIRCUIT BREAKER TYPE
SERVICE ENTRANCE RATED
MANUAL TRANSFER SWITCH (MTS)
4P
225AF
150AT
4P
225 AF
150 AT
G
GENERATOR GROUND
PROVIDE SEPARATE
3PH
240V
3PH
480V
PLUG
480 V
G N
G N
MTS
AT TRANSFER SWITCH
SERVICE ENTRANCE
G
CB
MAIN
N
N
N
N
G
PANEL
LC
UNIT
LUBRICATION
20A
G15
1008 AS SUITABLE FOR SERVICE ENTRANCE USE.
THE TRANSFER SWITCH SHALL BE SERVICE ENTRANCE RATED PER UL
SWITCH INTERNAL CIRCUIT BREAKER FOR THE EMERGENCY SOURCE.
THE PLUG AND RECEPTACLE SHALL BE PROTECTED BY THE TRANSFER
THE OPERATOR TO INITIATE THE TRANSFER.
OPERATED DESIGN. FRONT DOOR MOUNTED CONTROLS SHALL ALLOW
THE TRANSFER SWITCH SHALL BE A MANUALLY INITIATED ELECTRICALLY
BE OF A CIRCUIT BREAKER BASED DESIGN.
GENERATOR CONNECTION TO THE PUMP STATION. THE SWITCH SHALL
A MANUAL TRANSFER SWITCH SHALL BE PROVIDED FOR STANDBY
TRANSFER SWITCH:2.
PROVIEDED.
MOTOR SOFT STARTS WITH FULL BYPASS STARTERS SHALL BE
MOTOR CONTROL CENTER:1.
GENERAL SHEET NOTES
GENERATOR CONNECTION
PROVIDE A 480 Y / 240 DELTA, 3P TRANSFORMER TO ALLOW 480V 1.
SHEET NOTES
SCHEDULE 4: SIZING TEMPORARY POWER
E15
SCHEDULE 3: TEMPORARY PUMP STATION POWER CABLE SCHEDULE
D1
SCHEDULE 2: PERMANENT PUMP STATION CABLE SCHEDULE
J1
SCHEDULE 1: SIZING PUMP STATION MAIN FEEDER AND BRANCH SCHEDULE
SCHEDULE 5: GENERATOR CABLE AND PLUG SIZES
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
C A
B L
E S
C H
E D
U L
E
P U
M P
S T
A T
IO
N
A
S C
H E
D U
L E
E-610
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
G L
E N
C R
O S
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
P
M
/6 /2
M N a
\M
N a
V
E -6
X X
X .d g n
GENERAL SHEET NOTES
OVERHEAD SECONDARY CONDUCTORS ARE ACSR QUADRAPLEX.
TRANSFORMER SECONDARY CONDUCTORS ARE BY CONTRACTOR.
OVERHEAD PRIMARY CONDUCTORS ARE BY UTILITY. SERVICE DROP 6.
CIRCUITS WITH SAME LETTER DESIGNATION.
CONDUIT LETTER DESIGNATION - CONDUIT CONTAINS MULTIPLE 5.
VERIFY AGAINST SPECIFIC PUMP STATION LAYOUTS.
CONDUIT AND CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO 4.
SCHEDULE 1.
POWER. SELECT TEMPORARY FEEDERS PUMP BRANCH CIRCUITS FROM
SCHEDULE 3 PROVIDES COMMON CABLE AND CONDUIT FOR TEMPORARY 3.
HAVE ONLY 2 PUMPS.
BRANCH CIRCUIT SIZES FROM SCHEDULE 1. PUMP STATIONS 4A, 15-E1
PUMP STATIONS FEATURES. SELECT MAIN FEEDERS AND PUMP MOTOR
SCHEDULE 2 PROVIDES CABLE AND CONDUITS SIZING FOR COMMON 2.
CABLE SCHEDULE 1, 2,3 INCLUDES DATA FOR MULTIPLE PUMP STATION. 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
1C-1/0 GRD
CABLE SCHEDULE
SEE E-610
A N
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
L E
V I
V A
N S
T E
D U
M P
.E
T E
M P
O R
A R
Y O
N E
L
IN
E D
IA
G
R A
M
P U
M P
S T
A T
IO
N
A
D
IA
G R
A M
E-650
P H
A R
P O
L E
S
S C
H E
L -1
-6 -5
G L
E N
C R
O S
S
VOLUME 2
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
P
M
/6 /2
M N a
\M
N a
V
E -6
X X
X .d g n
A11
SCALE: NTS
PUMP STATION 4A TEMPORARY POWER ONE LINE DIAGRAM
SEC 120/240 V
5 KVA PRI 480 V
MINI POWER CENTER
20A-2P
42 FLA
15 HP3P 240 V
EXISTING
PNLB
BLOCK
DISTRIBUTION
POWER
GROUND ROD
#3 GRD
3C-#3/0, 3C-2/0, #3 GND
3C 2/0, 1/0 GND
25A-2P
PUMP 2PUMP 1
PUMP HOUSE STRUCTURE
TO EXISTING GROUND GRID
S
BREAKER
SIPHON
5A
S
BREAKER
SIPHON
5A
METER # 43031 UD
CITY OF RICHLAND BP
M
TOTAL 65 KVA Z=1.3%
SEC 120/240 DELTA
PRI 12470 WYE-G
3 POLE MOUNT TRANSFORMERS
PUMP HOUSE WALL
NOT COMPATABLE WITH 240V SYSTEM
MINI POWER CENTER
DISCONNECT
MOTOR STARTERS
240V 3P
FOR SIZING
SEE E-610
#1 GRD
3C-#1, SEE E-610
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
GENERAL SHEET NOTES
WITH ADJUSTABLE TRIP.
FOR MOTORS UP TO 200 HP. MOTOR CB TO BE SUPPLIED
SUITABLE FOR REUSE. MOTOR STARTERS TO BE SIZED
CONTRACTOR TO PROVIDE TEMPORARY POWER SUPPLY 2.
PUMPS DURING PUMP STATION CONSTRUCTIONS.
TEMPORARY POWER TO BE PROVIDED FOR TWO EXISTING 1.
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
O
IT
E M
A P
K E
N N
E W
IC
K
W
A
L E
V E
E
R-001
L -1
-0 -4
C
VOLUME 2
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
P
M
/6 /2
M N a
\M
N a
V
R -0
X X
X .d g 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
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
A N
A N
D P
R O
F
IL
E I
K E
N N
E W
IC
K
W
A
L E
V E
E
R-002
L -1
-0 -4
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:0
P
M
/6 /2
M N a
\M
N a
V
R -0
X X
X .d g 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
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
A N
A N
D P
R O
F
IL
E I
I
K E
N N
E W
IC
K
W
A
L E
V E
E
R-003
L -1
-0 -4
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:4
P
M
/6 /2
M N a
\M
N a
V
R -0
X X
X .d g 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
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
T A
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S
K E
N N
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IC
K
W
A
L E
V E
E
R-004
L
-0
-4
B
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:1
P
M
/6 /2
M N a
\M
N a
V
R -0
X X
X .d g 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
S I
D
F
IN
A L
E Q
U
IP
M E
N T
U P
G R
A D
E
L E
V E
E D
R A
IN
A
G E
P U
M P
S T
A T
IO
N
S
C O
L U
M B
IA
R
IV
E
R O
R E
G O
N A
N D
W A
S H
IN
G
T O
N
M C
N A
R Y
L O
C K
A N
D D
A M
W
E F
B
A P
R
IL
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
E N
M P
IN
G
P L
A N
T -P
L A
N
E L
E V
A T
IO
N
S
D E
T A
IL
S
K E
N N
E W
IC
K
W
A
L E
V E
E
R-005
L -1
-0 -4
S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:5
P
M
/6 /2
M N a
\M
N a
V
R -0
X X
X .d g 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
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