A02 Reference Drawings.pdf
PDF 15 MB Posted
- Attached to
- Chain of Rocks Pump Station – Pump Replacement
- Solicitation number
- W912P922B0005
About this file
This document provides details on a federal solicitation opportunity. The solicitation number is W912P922B0005 for the Chain of Rocks Pump Station – Pump Replacement project from the Department of the Army Corps of Engineers Engineering District St Louis. The opportunity involves replacing pumps at the Chain of Rocks Pump Station. No other salient details are provided in the attached file, which is listed as containing reference drawings but without any content description.
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Text version
REFERENCE ONLY
G-01
IN
D
E X O
F D
R A
W
IN
G S
TITLENO. TITLENO.
G-04
G-01 INDEX OF DRAWINGS
G-02 PROJECT LOCATION AND VICINITY MAP
C-01
C-02
C-03
C-04
C-05
S-02
S-03
S-04
S-05
S-06
S-07
S-08
S-09
S-10
S-11
S-12
S-14
S-15
S-16
S-18
S-19
S-22
EXCAVATION AND COFFERDAM PLAN
SITE PLAN
C-08
C-09
C-10
G-03
EXCAVATION AND COFFERDAM - SECTIONS AND PROFILE
PUMP STATION - PLAN AND PROFILE
PUMP STATION - GRADING PLAN
PUMP STATION - PLAN AND SECTIONS
FENCING AND BOLLARD DETAILS, - SIGN NO. 1 & 2 PLAN
S-26
S-29
S-01 GENERAL NOTES
PUMP STATION PLAN AND PROFILE
PUMP STATION NORTH AND SOUTH ELEVATION
PUMP STATION EAST AND WEST ELEVATIONS
PUMP STATION OPERATING FLOOR PLAN
PUMP STATION TRANSVERSE SECTIONS
PUMP STATION SECTIONS AND DETAILS
PUMP STATION REINFORCEMENT - BASE SLAB
PUMP STATION REINFORCEMENT OPERATING FLOOR AND TRASH DECK SLAB
PUMP STATION REINFORCEMENT SECTIONS AND DETAILS
PUMP STATION REINFORCEMENT SECTIONS AND DETAILS
PUMP STATION REINFORCEMENT SECTIONS AND DETAILS
PUMP STATION REINFORCEMENT SECTIONS AND DETAILS
PUMP STATION REINFORCEMENT SECTIONS AND DETAILS
S-13
PUMP STATION SUBDRAIN DETAILS
PUMP STATION ENCLOSURE BUILDING ROOF PLAN, SECTIONS AND DETAILS
S-17
S-20
S-21
PUMP STATION TRASH RACK SECTIONS AND DETAILS
PUMP STATION/GATEWELL LADDERS SECTIONS AND DETAILS
PUMP STATION GRATING AND OPERATOR SUPPORT SYSTEM - PLAN, SECTIONS AND DETAILS
PUMP STATION HANDRAIL PLAN, ELEVATIONS AND DETAILSS-23
PUMP STATION/GRAVITY DRAIN STAFF GAGE DETAILSS-24
S-25
S-27
S-28
S-30
S-31
S-32
PUMP STATION OUTLET STRUCTURE SECTIONS AND DETAILS
GRAVITY DRAIN - GATEWELL PLAN, SECTIONS AND DETAILS
GRAVITY DRAIN - GATEWELL SECTIONS AND DETAILS
GRAVITY DRAIN GATEWELL REINFORCEMENT PLAN, SECTIONS AND DETAILS
GRAVITY DRAIN - GATEWELL REINFORCEMENT SECTIONS AND DETAILS
WATERWAY SAFETY SIGNS FOUNDATION AND SIGN GRAPHIC DETAILS
WATERWAY SAFETY SIGNS SIGN SUPPORT FRAMING DETAILS
GRAVITY DRAIN - GATEWELL FENCING DETAILS
PUMP STATION SIPHON BREAKER STRUCTURE PLAN, SECTIONS AND DETAILS
PUMP STATION OUTLET STRUCTURE PLAN, SECTIONS AND DETAILS
GRAVITY DRAIN - GATEWELL GRATING PLANS, SECTIONS AND DETAILS
S-33
S-34
S-35
J F
O W
L E
R J
W O
R T S
J A
Y F
O W
L E
R P .E
PUMP STATION CONCRETE WING WALLS
PUMP STATION CONCRETE WING WALLS REINFORCEMENT DETAILS
PUMP STATION CONCRETE WING WALLS DRAINAGE SYSTEM
G A
R Y J L E
E P .E
ROAD PROFILE AND SECTION - PUMP STATION SECTIONS
C-12
GRAVITY DRAIN - EXCAVATION - PLAN AND PROFILE
C-11
84" I.D. R.C.P. GRAVITY DRAIN - AND R.C. FLARED END SECTIONS - PLAN AND SECTIONS
18" I.D. R.C.P. CULVERTS - AND R.C. FLARED END SECTIONS - PLAN AND SECTIONS
TITLENO.
A-01
A-02
PUMP STATION - PLANS
PUMP STATION - ELEVATIONS
A-03 PUMP STATION - SECTIONS AND DETAILS
F-01 SOIL AND ROCK LEGEND
F-02 BORING LOGS
F-03 BORING LOGS
M-01 PUMPING STATION - SIPHON SYSTEM DETAILS
E-01 ELECTRICAL LEGEND
E-02 UTILITY PLAN
E-03 SINGLE LINE DIAGRAM
E-04 POWER PLAN
E-05 LIGHTING PLAN
E-06 MCC ELEVATION - AND - STARTER CONTROLS
E-07 PUMP CONTROL SCHEMATIC
E-08 SLUICE GATE CONTROL - SCHEMATIC
E-09 GROUNDING PLAN
E-10 GATEWELL LIGHTING - AND - POWER PLAN
E-11 PANELBOARD SCHEDULES - AND MISCELLANEOUS DETAILS
H-01 LOCK & DAM NO. 27 POOL AND TAILWATER STAGE HYDROGRAPH 1951 - 1965
H-02 LOCK & DAM NO. 27 POOL AND TAILWATER STAGE HYDROGRAPH 1966 - 1980
H-03 LOCK & DAM NO. 27 POOL AND TAILWATER STAGE HYDROGRAPH 1981 - 1995
H-04 LOCK & DAM NO. 27 POOL AND TAILWATER STAGE HYDROGRAPH 1996 - 2009
E-12
E-13
E-14
PLC I/O WIRING DETAILS - SHEET 1
PLC I/O WIRING DETAILS - SHEET 2
PLC SECTION WIRING DETAILS
C-13
GRAVITY DRAIN - FINISH GRADE - PLAN
GRAVITY DRAIN - FINISH GRADE - SECTIONS
C-14
REPAIR UNIT LAND
CULVERT SECTIONS - DISCHARGE PIPE SECTIONS
SIPHON ENCLOSURE - PIPE BOLLARD - LAYOUT AND DETAIL
C-06.1
C-07.1
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RASTER MANAGER PREFERENCE SETTING: "FILE GEOREFERENCE HAS PRIORITY..." should be ON
G-03
CHAIN O
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SCALE: 1" = 1000’
1000’1000’
NN
REPAIR UNIT LAND
CHOUTEAU PLACE RD
PUMP STATION
ILLINOIS ROUTE 3
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PIPELINE
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N 756996.74
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N 757121.28
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N 758174.79
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N 757828.13
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N 757799.85
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N 757712.58
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AT 1-800-892-0123.
JULIE, THE ILLINOIS ONE-CALL SYSTEM, PRIOR TO MOBILIZATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
NOTE:
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PETROLEUM PIPELINE
HIGH PRESSURE
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US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
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S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
C-04
E L
0 20'20'
SCALE: 1" = 20'
PUMP STATION GRADING PLAN
E 2303049.88
N 758068.11
E 2302803.95
N 758167.17
CONSTRUCTION LIMITS
END SECTION
CONCRETE FLARED
CULVERT 1
NEW 18'' RCP
CULVERT 2
NEW 18'' RCP
TO BE REMOVED
CMP CULVERT
EXISTING
1 ON 3
1 ON 3
O
N
1 ON 31 ON 3
1V ON 3H
END SECTION
CONCRETE FLARED
NN
EXISTING GROUND
STA 0+00.00
STA 0+40.00
STA 1+24.00
DROP INLET
C-5
C-5
DROP INLET
DROP INLET
DROP INLET
E 2302926.34
N 758174.79
CULVERT 3
NEW 18" RCP
CULVERT 4
NEW 18" RCP
END SECTION
CONCRETE FLARED
E 2302821.30
N 758054.69
E 2302605.69
N 757864.31 E 2302674.08
N 757984.86
EASTING
NORTHING
POB STATION
2,302,786.04
757,830.27
0+00.00
TANGENT
D
LENGTH
DELTA
RADIUS
EASTING
NORTHING
P.I. STATION
9.52
76°23'40"
18.93
14°27'43" R
75.00
2,302,829.72
757,991.16
1+66.71
TANGENT
D
LENGTH
DELTA
RADIUS
EASTING
NORTHING
P.I. STATION
NO CIRCULAR CURVE
DELTA
EASTING
NORTHING
P.I. STATION
0°26'59" R
2,302,854.98
758,035.52
2+17.66
13.97
76°23'40"
27.62
21°05'48" L
75.00
2,302,902.38
758,117.29
3+12.17
EASTING
NORTHING
POE STATION
2,302,908.23
758,154.18
3+49.21
ROAD OVER PUMP STATION
EASTING
NORTHING
POB STATION
2,302,786.04
757,830.27
0+00.00
TANGENT
D
LENGTH
DELTA
RADIUS
EASTING
NORTHING
P.I. STATION
TANGENT
D
LENGTH
DELTA
RADIUS
EASTING
NORTHING
P.I. STATION
22.86
76°23'40"
44.37
33°53'53" R
75.00
2,302,828.25
758,114.40
3+09.12
EASTING
NORTHING
POE STATION
2,302,908.23
758,154.18
3+97.10
ROAD BEHIND PUMP STATION
26.28
76°23'40"
50.56
38°37'23" L
75.00
2,302,793.71
757,856.88
0+27.69
TANGENT
D
LENGTH
DELTA
RADIUS
EASTING
NORTHING
P.I. STATION
36.74
76°23'40"
68.32
52°11'43" R
75.00
2,302,746.46
757,970.73
1+48.95
CULVERT DATA
CULVERT4
CULVERT 3
CULVERT2
CULVERT 1
ITEM STATION NORTHING EASTING
0+56.23
0+00.00
1+19.14
0+00.00
1+13.57
0+00.00
0+82.42
0+00.00
758,163.82
758,153.65
758,155.10
758,106.38
757,881.56
757,937.85
757,829.30
757,846.02
2,302,934.40
2,302,879.09
2,302,974.17
2,302,865.45
2,302,879.66
2,302,781.02
2,302,846.13
2,302,765.42
SEE DRAWING C-7 FOR CULVERT SECTIONS.
NOTE:
E 2302913.26
N 757828.13
BUILDING WALL
FACE 1'-6" FROM
GUARDRAIL
STA 1+82.00
BACK WALL
PUMP STATION
EXISTING
J A
Y F
O W
L E
R P .E
J F
O W
L E
R J
W O
R
WING WALL
CONCRETE
MSE WALL
CONCRETE WALL
MSE WALL
P U
M P S
T A
T
IO
N G
R A
D
IN
G P
L A
N
G A
R Y J L E
E P .E
M L
M
C .d g n
E
-5
-5 E
END SECTION
CONCRETE FLARED
ON GEOTEXTILE
6" BEDDING MATERIAL
24" C-STONE ON
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
LOCATION
IN WRONG
RW-130 SHOWN
PER RFI-48
ABANDONED
FLOW
SCALE: 1" = 20’
020’ 20’
SCALE: 1" = 20’
DISCHARGE PIPES
3-30" DIA STEEL
{ BASE LINE
STRUCTURE
SIPHON BREAKER
EL 401.0
E L
E V
A T
IO
F
.G .V .D
EL 388.0
PILING
PZ22 SHEET
aa aa
GROUND LINE
EXISTING
20’-0"
EL 420.00
PUMP STATION
{ OUTLET STRUCTURE AND DISCHARGE
174.93’
PLAN OF CHAIN OF ROCKS PUMP STATION
PROFILE ALONG CENTERLINE OF PUMP STATION
DISCHARGE PIPES
3-30" STEEL
N
FLOW
DISCHARGE PIPES
3-30" DIA STEEL
PUMP STATION
C
C C
C
C
C a
C
B
S T
E P
H E
N G F
A R
K A
S P .E
D
A T
C H
L E
Y
J S
V R
S
M L
M S .d g n
P L
A N A
N D P
R O
F
IL
E
P U
M P S
T A
T
IO
SEE DWGS S-33 AND S-34
WATERWAY SIGN NO 3
SEE DWG S-25
STRUCTURE
SIPHON BREAKER
SEE DWG S-34
WATERWAY SIGN NO 3
NOTES:
1. FOR GENERAL NOTES, SEE DWG S-1
2. FOR LOCATION OF WATERWAY SIGNS NOS. 1 AND 2,
SEE CIVIL DWGS, FOR DETAILS, SEE DWGS S-33 AND S-34
3. FOR GATEWELL LOCATION, SEE CIVIL DWGS. FOR DETAILS,
SEE DWG S-28
SEE DWG S-18
CONCRETE WING WALL
SEE DWG S-26
OUTLET STRUCTURE
SEE CIVIL DRAWINGS
MSE RETAINING WALL
S-02
SEE DWG S-18
CONCRETE WING WALLS
STATION
PUMP
CENTERLINE OF PUMPS
224.99’
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps auto_t ime
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
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IV
E R B
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M A
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O N C
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A N
S I
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W P -1
-R -0
W P -1
-D -0
A S -B
U
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"D
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/1
/1
EL 421.5
EL 416.0
EL 398.00
EL 395.00
EL 398.00
EL 401.00
6"
57’-6"
16’-0" 11’-6"7’-4"22’-8"
EL 421.50
TRASH DECK SLAB
H.P. EL 416.00
EL 388.00
EL 398.00
SHEET PILE
TOP OF
48"
" S
T E
P H
E N G F
A R
K A
S P .E
N O
R T
H A
N D S
O U
T H E
L E
V A
T
IO
N
P U
M P S
T A
T
A T
C H
L
J S
V
M L
M S .d g n
S-03
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps au to ti m e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
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M A
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O N C
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N T
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IL
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O
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/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
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T D
R A
W
IN
G S
"D
M
/1
/1
SOUTH ELEVATION
NORTH ELEVATION IS SAME BUT OPPOSITE HAND EXCEPT AS NOTED
DISCHARGE PIPE
30" DIA STEEL
RACK
TRASH
SLUICE GATE
OPERATOR
GATE
PUMPING STATION
12" 0 5’
"SCALE: = 1’-0"
IN SOUTH WALL ONLY
ACCESS DOOR LOCATED
FLOW
PZ22 SHEET PILING
PIPE COUPLING
FLEXIBLE
C.J.
C.J.
ELECT. DWGS.
LIGHTPOLE- SEE
HANDRAIL
GALV. STEEL PIPE
WALL- SEE ARCH DWGS
ENCLOSURE BUILDING CMU
SEE DWG. S-16
ROOF FRAMING-
ENCLOSURE BUILDING
SIDE ONLY
SOUTH
STAIR ON
NOTE: SUBDRAIN SYSTEM NOT SHOWN- SEE DRAWING S-15
BULKHEAD SLOT
MAINTENANCE
EL. 416.50
TOP OF CURB
SEE CIVIL DRAWINGS
SECURITY BARRIER-
FLOOR EL 422.00
OPERATING
NOTES:
1. FOR GENERAL NOTES, SEE DRAWING S-1.
HANDRAIL
GALV. STEEL PIPE
SEE DRAWING S-18
CONCRETE WING WALLS
ADDITIONAL 13" BLOCKOUT
PER RFI-11
SCALE: �" = 1’
WEST ELEVATION
EL. 421.50 EL 421.50
SCALE: �" = 1’
5’ 5’
EAST ELEVATION
EL 398.00
C.J.
NOTE: SUBDRAIN SYSTEM NOT SHOWN- SEE DRAWING S-15
NOTES:
1. FOR GENERAL NOTES SEE DRAWING S-1.
SEE DRAWING S-17
TRASH RACK-
EL. 401.00
EL. 431.33
BEAM BEARING
FLOOR EL 422.00
OPERATING
EL 421.50
40’-0"
ELECTRICAL DWGS.
LIGHTPOLE- SEE
EL 421.50
SEE CIVIL DRAWINGS
MSE RETAINING WALL-
HANDRAIL
SEE CIVIL DRAWINGS
SECURITY BARRIER-
HANDRAIL
FRAMING- SEE DRAWING S-16
ENCLOSURE BUILDING ROOF
WALL- SEE ARCH. DRAWINGS
ENCLOSURE BUILDING CMU
REMOVABLE HANDRAIL
GATE OPERATOR
SEE CIVIL DRAWINGS
MSE RETAINING WALL-
HANDRAIL
HANDRAIL
PZ22 SHEET PILE
SEE CIVIL DRAWINGS
SECURITY BARRIER
EL 422.00
OPERATING FLOOR
CMU WALL- SEE ARCH. DWGS.
ENCLOSURE BUILDING-
EL. 431.33
BEAM BEARING
DISCHARGE PIPE (TYP.)
BLOCKOUT FOR
C.J. AT TAPERED
SEE DRAWINGS S-18
CONCRETE WINGWALLS
SEE DRAWING S-18
CONCRETE WINGWALL
S T
E P
H E
N G F
A R
K A
S P .E
E A
S T A
N D W
E S
T E
L E
V A
T
IO
N S
P U
M P S
T A
T
A T
C H
L
J S
V
M L
M S .d g n
S-04
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps au to
_t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
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IL
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O
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/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
PLAN OF OPERATING FLOOR
12" 0 2’ 4’ 6’
"SCALE: = 1’-0"
3’-0" DOOR
SLOPE TO DRAIN
S L
O
A
IN
S L
O
A
IN
CURB
10’-6"17’-0"
1’-0"
6"
1’-3"
6"
7’-4"
6" 30’-0"
22’-8"
2’-0" 2’-0" 3’-0" 3’-0" 1’-6"
3’-6"
7’-0"
8" 6"
1’-9"
1’-0"
{ PUMPS
B C
D
B
A
C D
A
57’-6"
S-6 S-6
DRAWINGS
SEE ARCH.
8" CMU-
S-6
S-6
NORTH
PLAN
NORTH
TRUE
C
1’-6"2’-6"2’-0"1’-4"
3’-0" DOOR
S-6
BULKHEAD SLOT
EDGE
THICKENED
S-7
G
TYP.
PUMP BASE }
S-7
A
TYP.
EL. 422.00
TOP OF SLAB
EL. 421.42
SLAB TO DRAIN
WARP TOP OF
EL. 421.50
SEE CIVIL DRAWINGS
MSE RETAINING WALL-
S-6
HANDRAIL
THICKENED EDGE
S-7
D
EL. 416.00
AT HIGH POINT
TOP OF SLAB
EL. 421.50
TOP OF SLAB
THRU SLAB (TYP)
3" DIA. PVC DRAIN
TOP OF SLAB AT LP EL. 415.83
TOP OF SLAB AT HP EL. 416.00
HP EL. 416.00
TOP OF SLAB AT
SEE CIVIL DRAWINGS
HWY GUARDRAIL-
WALL MOUNTED
S-7
LIGHT POLE
LIGHT POLE
2’-6�" 2’-4"
9"
S-17
SEE DWG
RACK (TYP)-
TRASH
S-7
SLOTS
BULKHEAD
TYP. AT
S-6
1’-3"
SHEETPILE
{ PZ22
S-17 (TYP.)
SEE DRAWING
TRASH RACK-
SLOT FOR
S-6
NOTES:
1. FOR GENERAL NOTES SEE DRAWING S-1.
2.SUBDRAIN SYSTEM NOT SHOWN- SEE DRAWING S-15.
HANDRAIL
NOT SHOWN
FLOOR HATCH
PUMP BASE } NOT SHOWN
AREA (TYPICAL)
HATCH TO SUMP
42"x42" FLOOR
HANDRAIL
HANDRAIL
SEE CIVIL DRAWINGS
SECURITY BARRIER AND FENCE
GATE OPERATOR (TYP)
SEE CIVIL DRAWINGS
SECURITY BARRIER AND FENCE
SEE DWG S-23
HANDRAIL
REMOVABLE
SEE DWG S-23
HANDRAIL
SEE DWG S-23
HANDRAIL
REMOVABLE
SEE DWG S-23
HANDRAIL
REMOVABLE
SEE DWG S-23
HANDRAIL
DWG S-22 (TYP)
GRATING, SEE
SEE DWG S-22
SUPPORT FRAME
GATE OPERATOR
S-21 TYP.
SEE DWG
BELOW-
LADDER
S-7
AND FLOAT SWITCH
TRANSDUCER
SLOT FOR PRESSURE
10�"
11�"
9"
SEE DWG. S-18
WING WALL
CONCRETE
SEE DRAWING S-18
CONCRETE WING WALL
(SEE DWG S-24)
{ STAFF GAGE
SEE CIVIL DRAWINGS
MSE RETAINING WALL-
PER RFI
FROM CL OF WINGWALL
HANDRAIL IS 1’-10"
HANDRAIL
S T
E P
H E
N G F
A R
K A
S P .E
O P
E R
A T
IN
G F
L O
O R P
L A
N
P U
M P S
T A
T
A T
C H
L E
Y
J S
V R
S
M L
M S .d g n
S-05
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
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IL
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A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
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T D
R A
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IN
G S
"D
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/1
/1
DRAIN PIPE
3" ~ PVC
SECTION
C
SECTION
B
SECTION
A
EL. 401.0
EL. 398.00
EL. 412.0
6’-0"19’-2�" 32’-9�"
14’-0"
20’-0"
6"
1’-0"
30’-0"
22’-8" 1’-6"2’-6"1’-4" 10’-6"
57’-6"
2’-0" 6’-0" 1’-6" 10’-6" 2’-0"
18’-6"
2’-9"
2’-0" 9
EL. 421.50
EL. 422.00
B L
O C
K O
U T
D
IS
C H
A R
IP
E
EL. 398.00
EL. 412.00
EL. 422.00
7’-6" 12’-6" 12’-6" 7’-6"
41’-0"
6"
2’-3"2’-3"
2’-5" 2’-5"
4’-6" 4’-6" 3’-6"3’-6" 8’-0" 8’-0" 8’-0"
DISCHARGE PIPE (TYP)
30" DIA STEEL
BLOCKOUT FOR
6"
{ 30" DIA PIPE (TYP)
SECTION
D
EL. 401.0
EL. 398.0
DWG S-5
FOR DRAINAGE, SEE PLAN ON
THIS SLAB ELEVATION VARIES
1’-3"
1’-9"
8’-0" 12’-6"
14’-3" 12’-6"
13’-9"
5’-0" 10’-0"2’-6" 2’-6"
19’-3" 20’-6"
1’-3" RADIUS
BULL NOSE
DRAIN PIPE
3" DIA PVC
SYMMETRICAL ABOUT THIS {
10’-0" 10’-0" 10’-0"2’-6" 2’-6" 2’-6" 2’-6"
4’-0"8’-0" 8’-0" 8’-0"4’-6" 4’-6"
7’-6"7’-6" 12’-6" 12’-6"
2’-0" 9
4’-0"
41’-0"
S-5
S-5
S-5
S-5
TOP OF CURB EL. 416.5
12" 0 5’
"SCALE: = 1’-0"
"SCALE: = 1’-0"
"SCALE: = 1’-0"
"SCALE: = 1’-0"
5’-0" 1’-6"1’-6" 5’-0" 1’-6"1’-6" 5’-0" 1’-6"1’-6"
CJ
CJ
AND PUMPS NOT SHOWN
NOTE: ENCLOSURE BUILDING
EL. 421.50
NOT SHOWN
STAIR
6"
1’-0"1’-0"
EL. 412.00
CJ
AND SEAL (TYPICAL)
SLUICE GATE FRAME
BLOCKOUT FOR
EL. 401.00
FRAME (TYP.)
SLUICE GATE
CJ
6"
CJ
HANDRAIL
NOTES:
1. FOR GENERAL NOTES SEE DRAWING S-1.
2. SUBDRAIN SYSTEM NOT SHOWN- SEE DRAWING S-15.
EL. 414.50
6"
CJ
PIPE
10" SUBDRAIN
NOT SHOWN
TRASH RACK
ELECTRICAL DRAWINGS
LIGHTPOLE- SEE
HANDRAIL
REMOVABLE
HANDRAIL
4" 11-PZ22 = 20’-2"
1’-0"
PZ22
EL. 388.00
HANDRAIL
27’-6"
2’-0"
NOTE: ENCLOSURE BUILDING ABOVE NOT SHOWN
SHOWN
NOT
PUMP
4’-0"
CJ
9’-3"
CJ
EL. 412.00
HANDRAIL
HP EL 416.00
TOP OF SLAB
SEE CIVIL DWGS
HWY GUARDRAIL-
HANDRAIL
REMOVABLE
EL. 416.50
T/CURB
EL. 414.50
NOT SHOWN
TRASH RACK
BULKHEAD SLOT
SLOT FOR TRASH RACK
PIPE AT EL. 416.00
CENTER OF 30" DIA
(TYPICAL)
OPENING
1’ x 2’ VENT
VALVE
DUCKBILL
VALVE
10" DUCKBILL
1’x2’ VENT OPENING
S T
E P
H E
N G F
A R
K A
S P .E
T R
A N
S V
E R
S E S
E C
T
IO
N S
P U
M P S
T A
T
A T
C H
L E
Y
J S
V R
S
M L
M S .d g n
SUPPORT AND STEEL GRATING (TYP.)
SEE DRAWING S-22 FOR GATE OPERATOR
DETAILS
STEEL GRATING
SUPPORT AND
OPERATOR
FOR GATE
SEE DWG S-22
DRAWING S-21
{ LADDER- SEE
STILLING PIPE
FLOAT SWITCH
STILLING PIPE
S-06
THIMBLE
SLUICE GATE
CAST IN PLACE
OF WING WALL
TO ALIGN WITH FACE
BEVELED SURFACE
WING WALL
TO MATCH END OF
BEVELED SURFACE
FACE OF WING WALL
TO ALIGN WITH
BEVELED SURFACE
CONCRETE SHELF
PER RFI-11
BLOCKOUT
ADDITIONAL 13"
OF GATE FRAME AND BOTTOM SEAL
CONCRETE AFTER INSTALLATION
FILL BLOCKOUT WITH BITUMINOUS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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U M
B E
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S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
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SHEET
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IS
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C H
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A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
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/1
/1
12" 0 5’
FLOOR PLAN
2.
3.
1.
U
T
T O
O
B
IL
D
IN
G
22’-8" OUT-TO-OUT OF BUILDING
2’-8"
PUMP STATION
�" = 1’-0"
T
T O
O
B
IL
D
IN
G
22’-8" OUT-TO-OUT OF BUILDING
SEE STRUCT.
GUARDRAIL-
HIGHWAY TYPE
WALL MOUNTED
SEE MECHANICAL
GATE OPERATOR-
SEE STRUCT.
STRUCTURE-
CONC. GATEWELL
SCUTTLE
ALUM. ROOF
ROOF PLAN
�" = 1’-0"
A2
A2
A2
A2
A3
A3
DOOR SCHEDULE NOTES
D1.
SILL
FRAME
MATL JAMBTYPE HEAD
DETAIL
NOTES
DOOR
TYPE MATLNO
DOOR
LABEL
HDW
SET
1---A 3’-0" x 7’-2" 1
NOM. SIZE (W X HT)
2"2"
DOOR TYPE A FRAME TYPE 1DOOR TYPE A
N O
M
IN
IG
H T
N O
M
IN
IG
H T
WIDTH
DOOR
NOM.
WIDTH
DOOR
NOM.
DOOR SCHEDULE
D11
3/A3 3/A3 3/A3
1---A 3’-0" x 7’-2" 1 D13/A3 3/A3 3/A3
EL. 422.00
FLOOR
M .O
7�"
M.O.
3’-4�"
FLOOR PLAN AND ROOF PLAN NOTES
ROOF MEMBRANE MANUFACTURER’S RECOMMENDATIONS.
FLASHING FOR ROOF PENETRATIONS SHALL BE IN ACCORDANCE WITH EPDM
CONCRETE
CONSTRUCTION
CONT
CO, CONC
CONST
CONTINUOUS
ELEVATION
HDW HARDWARE
OC ON CENTER
HT HEIGHT
MECH
NO, # NUMBER
ALUMINUM
CJ CONTROL JOINT
GA
JT JOINT
MIN MINIMUM
HORIZ HORIZONTAL
DWG DRAWING
EXT EXTERIOR
INSUL INSULATION
& AND
FT FOOT
ELECT ELECTRICAL
MAX MAXIMUM
MECHANICAL
ALUM, AL
ADJ ADJUSTABLE
EQUALEQ
CONCRETE
CONCRETE BLOCK
EARTH
INSULATION, LOOSE OR BATT ONLY
INSULATION, RIGID
METAL
WOOD, ROUGH
SECTION OR DETAIL DESIGNATION
DOOR NUMBER
3 REVISION
A3
MISC MISCELLANEOUS
FD FLOOR DRAIN
CEMENT, PLASTER, GYPSUM BOARD, SAND
INT INTERIOR
PAINTPT
TYP TYPICAL
STL STEEL
SPECS SPECIFICATIONS
WWF WELDED WIRE FABRIC
REQD REQUIRED
R RADIUS
SIM SIMILAR
GALV GALVANIZE
W
W/ WITH
WIDTH
CMU CONCRETE MASONRY UNIT
EXISTINGEXIST
EL, ELEV
FDN FOUNDATION
EJ EXPANSION JOINT
VERT VERTICAL
APPROX APPROXIMATE
FINISHFIN
SLR SEALER
SUBST SUBSTRATE
NOTE:
AFF ABOVE FINISH FLOOR
CSJ CONSTRUCTION JOINT
MO MASONRY OPENING
REINF REINFORCING
MATL MATERIAL
NOM NOMINAL
SS STAINLESS STEEL
GAGE, GAUGE
UNO UNLESS NOTED OTHERWISE
SF SQUARE FOOT
OPG OPENING
FLR FLOOR
MANUF MANUFACTURER
FTG FOOTING
STD STANDARD
DIAM DIAMETER
ARCHITECTURAL ABBREVIATIONS
ALL ABBREVIATIONS MAY NOT BE USED
REF: A1
ARCHITECTURAL SYMBOL LEGEND
4.
5.
(NOTE 5)
EF ABOVE
6.
NOTE 6
NOTE 6
NORTH
PLAN
EF EXHAUST FAN
RD ROOF DRAIN
NORTH
TRUE
7.
�" PER FT (TYP.)
CRICKET- SLOPE
�" PER FT
ROOF SLOPE
ROOF SLOPE �" PER FT (TYP.)
A3
A3
(TYP.)
A3
GUTTER
ALUM.
(NOTE 7)
BLOCK
SPLASH-
CONC.
NOTE 6
FOR LOCATION OF BLOCK VENTS SEE DRAWING A2.
LLV LONG LEG VERTICAL
EF (NOTE 5)
FLASHING SEE 5/A3.
EXHAUST FAN- SEE MECHANICAL SPECIFICATIONS- FOR DETAIL AT CURB AND
7�" 7�"
SCUTTLE
ALUM. ROOF
SCUTTLE
ALUM. ROOF
(NOTE 7)
BLOCK
SPLASH-
CONC.
A2
A2
A2
A2
PARAPET
END OF
PARAPET
END OF
7�" 7�"
EACH SIDE AND LAP WITH REINFORCEMENT IN BOND BEAM.
WITH (2) #5 REBARS- EXTEND 2’-8" MINIMUM BEYOND MASONRY OPENING
LINTEL ABOVE DOORS AND LOUVER OPENINGS SHALL BE LINTEL BLOCK
#5 CORNER BARS TO LAP MINIMUM 30" WITH BOND BEAM REINFORCEMENT-
AT FOUNDATION SLAB- LAP 30" MINIMUM- AT BONDED CORNERS PROVIDE
THICKNESS- VERTICAL REINFORCEMENT SHALL ALIGN WITH AND LAP DOWELS
CONTINUOUS FULL WALL HEIGHT- CENTER REINFORCEMENT ON CMU WALL
UNLESS INDICATED OTHERWISE ALL VERTICAL REINFORCEMENT SHALL BE
PROVIDE #5 VERTICAL REINFORCEMENT AT ALL CORNERS PER DETAIL 6/A3-
VERTICAL REINFORCEMENT AT CMU WALLS SHALL BE #5 AT 32" O.C. MAX.-
OR CENTER-SCORED AS INDICATED ON EXTERIOR ELEVATIONS, DRAWING A2.
CMU WALLS SOLID FULL WALL HEIGHT- TYPICAL- CMU SHALL BE SPLIT-FACED
INTEGRAL WATER-RESISTANT ADDITIVE PER SPECS- GROUT ALL CORES OF
ALL CMU AND MORTAR SHALL BE COLORED AND SHALL BE PROVIDED WITH
EL. 422.00
FINISH FLOOR
DOWN 11 RISERS
SEE STRUCTURAL
CONCRETE STEPS-
SEE CIVIL
RETAINING WALL-
ELECTRICAL
CENTER- SEE
MOTOR CONTROL
SEE MECH.
PUMP (TYP.)- SEE STRUCT.
GRATING-
COPING
ALUM.
COPING
ALUM.
ALUM. COPING
CEILING- EXPOSED CONSTRUCTION UNPAINTED (SHOP PRIMER ONLY).
ROOM FINISHES: FLOORS- CONCRETE WITH SEALER; WALLS- CMU UNPAINTED;
(3 THUS)
SUMP- SEE STRUCT.
ACCESS DOWN TO
HATCH FOR LADDER
A3
(SIM.)
NORTH
PLAN
NORTH
TRUE
A3
(SIM.)
ROOF SLOPE �" PER FT
A3
(SIM.)
A3
(SIM.)
A-01
P U
M P S
T A
T
IO
N
P L
A N
S
DRAFTING STANDARDS
ARCHITECTURAL
OR DETAIL IS DRAWN
SHEET NUMBER WHERE SECTION
REFERENCED
SHEET FROM WHICH DETAIL IS
OTHERWISE
SYMBOLS ARE FOR SECTIONS UNLESS NOTED
NOTE: ALL SYMBOLS MAY NOT BE USED- ALL
STL
STL
STL
STL
STEEL DOOR
FLUSH
FRAME
STEEL
STEEL DOOR AND FRAME- SEE SPECIFICATION 08110.
D N
A
D a ry l
N
A tc h le y D N
A
T h o m a s J
Q u ig le y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
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P L
O T D
A T
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U .S
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St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
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A N
S I
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W P -1
-R -0
W P -1
-D -0
A S -B
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/1
/1
M L
M
A .d g n
TYPE SPLASHBLOCK, NOMINAL SIZE 10" WIDE x 24" LONG x 3" HIGH.
CONCRETE SPLASHBLOCK- PROVIDE STANDARD COMMERCIALLY AVAILABLE
‚" = 1'-0" ‚" = 1'-0"
12" 0 5'
‚" = 1'-0" ‚" = 1'-0"
EAST ELEVATION SOUTH ELEVATION
WEST ELEVATION NORTH ELEVATION
EL. 434.00
MASONRY
TOP OF
EL. 422.00
PUMP STATION FLOOR
EL. 434.00
MASONRY
TOP OF
EL. 422.00
PUMP STATION FLOOR
COLORED SPLIT-FACED CMU
COLORED SPLIT-FACED CMU
F A
C
U
S
P L
IT
F A
C
U
S
P L
IT
REF: A1
REF: A1 REF: A1
REF: A1
FINISH GRADE
1" = 1'-0"
H E
IG
H T
.O
4"
BACK OF BLOCK VENT FRAME
(BOTH SIDES)
CONT. SEALANT ALL-AROUND
ON INTERIOR SIDE OF BLADES)
VENT WITH SCREEN (SCREEN
16" x 8" x 4" ALUM. BLOCK
EXTENSION)
OPENING OR CORNER LIMITS
WITH STD HOOK WHERE ADJACENT
(TERMINATE IN FAR END CELL
2'-8" EACH SIDE OF OPENING
LINTEL BEAM WITH (2) #5- EXTEND
8" SPLIT-FACED COLORED CMU
BLOCK VENT FRAME- SEE SPECS
AT TOP, BOTTOM AND SIDES OF
PROVIDE PROTECTIVE COATING
NOTE:
FINISH FLOOR EL. 422.00
CONCRETE STRUCTURE
APPROX. FINISH GRADE
012" 6" 1'
VENT DETAIL
REF: A2
1'-4"
M.O.
4'-0" 1'-4"
M.O.
1'-4"
M.O.
14'-0" 4'-0" 10'-8"1'-4"
M.O.
3'-4" 3'-4"
FOR SIMILAR NOTES SEE EAST ELEVATION
TYPICAL- SEE 5/A2
16" x 8" BLOCK VENT- TYPICAL- SEE 5/A2
16" x 8" BLOCK VENT-
EL. 432.35
(AT GUTTER)
MASONRY
TOP OF
AND DOWNSPOUTS
ALUMINUM GUTTER
ALUMINUM COPING
FACED BOND BEAM WITH (2) #5 CONT.
8" KNOCK-OUT TYPE COLORED SPLIT-
(SEE SPEC 10230)
GRAVITY DAMPER
14'-0" 10'-8"
10'-8"1'-4"
M.O.
TYPICAL- SEE 5/A2
16" x 8" BLOCK VENT-
10'-8"
S C
O R
U
C
E N
T E
R
COLORED CENTER-SCORED CMU
COLORED CENTER-SCORED CMU
2 1
EPDM FLASHING AT PARAPET ENDS- SEE 7/A3
SEE STRUCTURAL
CONCRETE STEPS-
WALL- SEE CIVIL
RETAINING
SEE STRUCTURAL
METAL GUARDRAIL
SEE STRUCTURAL
CONCRETE STEPS-
WALL- SEE CIVIL
RETAINING
A3
COPING
ALUM.
A3
FOR SIMILAR NOTES SEE EAST ELEVATION
SEE EAST ELEVATION
FOR SIMILAR NOTES
(SIM.)
CONC. SPLASHBLOCK (TYP.)
A3
A3
SEE EAST ELEVATION
FOR SIMILAR NOTES
(SIM.)
EL. 422.00
PUMP STATION FLOOR
EL. 422.00
FLOOR
PUMP STATION
AT EL. 430.00- SEE ELECTRICAL
(TYP.)- MOUNT CENTER OF LIGHT
WALL MOUNTED LIGHT FIXTURE
P U
M P S
T A
T
IO
N
E L E
V A
T
IO
N S
D a ry l
N
A tc h le y
D N
A D
N A
T h o m a s J
Q u ig le y
S C
O R
U
C
E N
T E
R
A-02
SIMILAR TO DOOR JAMB DETAIL 3/A3 (EXCEPT 1 REBAR ONLY REQD)
REINFORCE JAMBS WITH (1) #7 CONT. FULL WALL HT- JAMB DETAIL
NOTE:
STEEL DOOR AND FRAME
M L
M
A .d g n
16"x24" WIREWAY
16"X24" WIREWAY
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
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M A
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D E
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IDENTIFICATION
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A N
E M
N
IE
U K
IR
K P .E
S
IN
G L E L
IN
E D
IA
G R
A M
M L
M E .d g n
B B
L S
M N
S T
E P
H E
N G F
A R
K A
S P .E
E-03
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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E N
U M
B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
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D A
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IDENTIFICATION
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St. Louis District
S T L
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M
IS
S O
U R I -2
C H
A
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O
F R
O C
K S P
U M
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IN
G S
T A
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U P
P E
R M
IS
S
IS
S
IP
P I
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A N
S I
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W P -1
-R -0
W P -1
-D -0
A S -B
U
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/1
/1
WHM
S/N
F R
L. A.
SS
LP
SEE NOTE 1
3P
60A
1 - 1/C #4 EG
3 - 1/C, #4
RECEPTACLE
480V
60A
NOTES:
SEE NOTE 1
1 - 1/C, #10 EG
3 - 1/C, #10
F R
SEE NOTE 1
F R
SEE NOTE 1
F R
GATE 2
SLUICE
SEE NOTE 1
1 - 1/C, #10 EG
3 - 1/C, #10
F R
GATE 3
SLUICE
SEE NOTE 1
1 - 1/C, #10 EG
3 - 1/C, #10
SEE NOTE 1SEE NOTE 1
(GATEWELL)
GATE 4
SLUICE
(GATEWELL)
GATE 5
SLUICE
480V, 250A, 35,000AIC DISTRIBUTION PANELBOARD
3P
20A
1 - 1/C #12 EG
3 - 1/C, #12
HEATER 1
UNIT
7.5 KW
3P
20A
1 - 1/C #12 EG
3 - 1/C, #12
HEATER 2
UNIT
7.5 KW
3P
20A
1 - 1/C #12 EG
3 - 1/C, #12
HEATER 3
UNIT
7.5 KW
PFCC
1.
SSC
CC
SC SSC
CC
SC SSC
CC
SC
GFR
NOTE 4.
3P. SEE
1600 AT
1600 AF
GFR
TO BE ENERGIZED AT A TIME
ONLY ONE CIRCUIT BREAKER
KEY INTERLOCKED TO ALLOW
TRANSFORMER
PAD-MOUNTED
UTILITY-FURNISHED
1500 kVA
34.5kV - 480V/277V
2P
100A
480V - 120/240V
CLASS AA
1-PH
30 kVA
3P
300 AT
400 AF
3P
800 AT
800 AF
2 - 1/C, 350 MCM EG
6 - 1/C, 350 MCM
3P
800 AT
800 AF
2 - 1/C, 350 MCM EG
6 - 1/C, 350 MCM
3P
800 AT
800 AF
2 - 1/C, 350 MCM EG
6 - 1/C, 350 MCM
MONITOR
POWER
NOTE 4.
3P, SEE
1600 AT
1600 AF
SEE NOTE 5.
TYP.
GROUND FAULT RELAY
2.
3.
4.
5.
480V, 1600A, 42,000AIC MCC BUS
(SEE NOTE 2)
CABINET
CONNECTION
GENERATOR
1 - 1/C, #10 EG
3 - 1/C, #8
1 - 1/C, #10 EG
3 - 1/C, #8
2P
80 AT
100 AF
SOUND AND ALARM UNDER A FAULT CONDITION.
THE MAIN AND GENERATOR CIRCUIT BREAKERS AND
THE GROUND FAULT RELAYS SHALL BE USED TO OPEN
PROPER COORDINATION WITH PUMP CIRCUIT BREAKERS.
EQUIPPED WITH AN ELECTRONIC TRIP UNIT TO ALLOW
IN ADDITION THE MAIN CIRCUIT BREAKER SHALL BE
SHALL BE CONTROLLED BY THE GROUND FAULT RELAYS.
OF THE SHUNT TRIP TYPE. THE SHUNT TRIP OPERATION
MAIN AND GENERATOR CIRCUIT BREAKERS SHALL BE
REQUIREMENTS WITH LOCAL UTILITY.
CONTRACTOR SHALL COORDINATE METERING
GENERATOR PROVIDED BY OTHERS.
WITH ELECTRICAL SUB-CONTRACTOR.
COORDINATE CIRCUIT BREAKER AND WIRE SIZES
AND GATE MANUFACTURER. CONTRACTOR TO
FINAL MOTOR SIZES TO BE DETERMINED BY PUMP
4" RGS, PVC COATED, CONDUIT
1 - 1/C, 1/0 GND
3 - 1/C, 350 MCM
6 PARALLEL SETS OF
4" PVC/RGS,PVC COATED, CONDUIT
4 - 1/C, 350 MCM
6 PARALLEL SETS OF
400 400 400
PUMP 1
712 RPM
491 FLA
PUMP 2
712 RPM
491 FLA
PUMP 3
712 RPM
491 FLA
GATE 1
SLUICE
3.2 3.2 3.2
6 FLA 6 FLA 6 FLA
3P
15A
3P
15A
3P
15A
3P
15A
3P
15A
3.2
6 FLA
0.5
2 FLA
SUMP PRESSURE TRANSDUCERS
AND STILLING PIPE NOT SHOWN
FOR CLARITY. TYP.
SEE NOTE 6.
12" 0 2' 4' 6'
"SCALE: = 1'-0"
POWER PLAN
WP
DP-1
DP-1DP-1
LP-1
LP-1
WP
LP-1
DP-1
M
HANDHOLE 15"X15"
L
P
D P
MOTOR JUNCTION BOX
NOTES:
CONDUIT IS ƒ" RGS UNLESS OTHERWISE INDICATED.1.
2.
MOTOR JUNCTION BOX
MOTOR JUNCTION BOX
3. REFER TO DWG. E-11 FOR MOTOR JUNCTION BOX DETAIL.
4.
M
M
M
DP-1
DP-1
DP-1
FOR HEATERS.
CONTRACTOR SHALL PROVIDE A SUITABLE THERMOSTAT CONTROL
S H
A N
E M
N
IE
U K
IR
K P .E
P O
W E
R P
L A
N
M L
M E .d g n
B B
L S
M N
S T
E P
H E
N G F
A R
K A
S P .E
J
J
J
SEE NOTE 6.
TYP. OF 3
FLOAT SWITCH
SEE NOTE 6.
AND STILLING PIPE
INLET PRESSURE TRANSDUCERS
STILLING PIPE DETAILS.
SEE DRAWING E-011 FOR FLOAT SWITCH, PRESSURE TRANSDUCER, AND
USING GFI CIRCUIT BREAKERS OR GFI-TYPE RECEPTACLES.
CONTRACTOR SHALL PROVIDE GFI PROTECTION FOR ALL RECEPTACLES5.
22, 23
CIRCUITS 1, 3, 5, 21,
TO SIPHON BREAKERS
(SEE NOTE 7)
1" RGS
(SEE NOTE 7)
1" RGS
(SEE NOTE 7)
1" RGS
6.
POWER CIRCUIT.
7. ROUTE SLUICE GATE LIMITS SWITCH AND HEATER CIRCUITS WITH
E-04
PVC COATED
1" RGS
1•" PVC
PVC COATED
1•" RGS
8.
COATED RGS CONDUIT BEFORE RISING ABOVE FLOOR.
SHALL BE PVC; HOWEVER, CONDUITS SHALL TRANSITION TO PVC
SECTIONS OF CONDUIT THAT ARE EMBEDDED IN PUMP STATION SLAB
J
CENTER
MOTOR CONTROL
1 - 1/C #12 GND
3 - 1/C #12
DISCONNECT SW (TYP. 3)
7.5 KW UNIT HEATER & 30A
PVC COATED
6 - 4" RGS
ENCLOSURE
TO METERING
6 - 4" PVC
USING GALVANIZED MOUNTING CHANNEL AND STRAPS PER NEC.
CONDUITS SHALL BE SUPPORTED, ALONG WALL OR CEILING,
LP-1
CORRECTION CAPACITORS
POWER FACTOR
2-4" & 2-1•" RGS
2-4" & 2-1•" RGS
2-4" & 2-1•" RGS
PVC COATED
4" RGS
TO GATEWELL
PER RFI-35
FOR POWER WIRING
INSTALLED 16"x24" WIREWAY
DP-1
LP-1
GENERATOR CONNECTION CABINET
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
NOTES:
1.
2.
ALL CONDUIT IS �" RGS UNLESS OTHERWISE INDICATED.
SWITCH IN ADDITION TO AN INTEGRAL PHOTOCELL.
POLE MOUNTED FIXTURES SHALL BE CONTROLLED FROM WALL
3.
SWITCH IN ADDITION TO A PHOTOCELL.
EXTERIOR FIXTURES SHALL BE CONTROLLED FROM WALL
4.
ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATION.
ALUMINUM POLE. POLE SHALL BE MOUNTED TO CONCRETE IN
FIXTURE SHALL BE MOUNTED ON A ROUND TAPERED 20’
12" 0 2’ 4’ 6’
"SCALE: = 1’-0"
C a
CENTER
MOTOR CONTROL
CA
A
A
A
B
B
B J
B
B
J a a a a a
S b b
LP-1
J
LP-1
c c
LIGHTING PLAN
B
LP-1
SEE NOTE 2
FLOODLIGHT (TYP 2)
POLE-MOUNTED
b b b b b7
7 8
87 7
SEE NOTE 4
S H
A N
E M
N
IE
U K
IR
K P .E
L
IG
H T
IN
G P
L A
N
M L
M E .d g n
S T
E P
H E
N G F
A R
K A
S
S M
N B
B L
E-05
L P
D P
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
1 12
DETAIL (NTS)
STARTER CONTROLS
8 9
DETAIL (NTS)
SYSTEM FAILURE
WATER LEVEL
PLC SECTION
PUMP ON PUMP OFF
START STOP
POWER ON
CONTROL
REQUIRED
TRASH RAKING
BYPASS
FLOAT
HAND-OFF-AUTO
SYSTEM FAILURE
WATER LEVEL
PUMP NO. 1
START PUSHBUTTON
STOP PUSHBUTTON
LEGEND
"PUMP ON" INDICATING LIGHT (RED)
"PUMP OFF" INDICATING LIGHT (GREEN)
MOTOR CONTROL CENTER ELEVATION
NOTES:
(POWER FACTOR CORRECTION NOT SHOWN)
PUMP NO. 2 PUMP NO. 3
SPACE
SPACE
SPACE
SPACE
DP-1
LP-1
CAPACITOR
ARRESTOR &
SURGE
BREAKER
W/ CIRCUIT
TRANSFORMER
LIGHTING
30 KVA
PANELBOARD
LIGHTING
PANELBOARD
DISTRIBUTION
BREAKER
CIRCUIT
MAIN
BREAKER
CIRCUIT
GENERATOR
PLC
SOFT STARTER
SOLID STATE
PUMP #1
SOFT STARTER
SOLID STATE
PUMP #2
SOFT STARTER
SOLID STATE
PUMP # 3
"TRASH RAKING REQUIRED" INDICATING LIGHT (RED)
"CONTROL POWER ON" INDICATING LIGHT (GREEN)
SOLID STATE SOFT STARTER DISPLAY/KEYPAD
PUMP MAS UNIT HMI
"WATER LEVEL SYSTEM FAILURE" INDICATING LIGHT (RED)
HMI DISPLAY
250"
ON THE TOP OF THE MCC AT EACH STARTER.
THE PUMP/MOTOR BEING SUPPLIED AND MOUNTED
POWER FACTOR CORRECTION SHALL BE SIZED TO
NOT SHOWN ON THE MOTOR STARTER PANELS.
VARY BY MANUFACTURER. CIRCUIT BREAKERS ARE
MOTOR CONTROL CENTER DESIGN OR LAYOUT MAY
2.
1.
12 FLOAT BYPASS KEYSWITCH
HAND-OFF-AUTO SELECTOR SWITCH
25" 25" 35" 35" 35" 25" 25" 20" 25"
PUMP ON PUMP OFF
START STOP
POWER ON
CONTROL
REQUIRED
TRASH RAKING
PUMP ON PUMP OFF
START STOP
POWER ON
CONTROL
REQUIRED
TRASH RAKING
PUMP ON PUMP OFF
START STOP
POWER ON
CONTROL
REQUIRED
TRASH RAKING
BYPASS
FLOAT
BYPASS
FLOAT
BYPASS
FLOAT
HAND-OFF-AUTO HAND-OFF-AUTO HAND-OFF-AUTO
S T
E P
H E
N G F
A R
K A
S P .E
M L
M E .d g n
S M
N B
B L
M C
C E
L E
V A
T
IO
N S
T A
R T
E R C
O N
T R
O L S
E-06
B L E
W
IS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
E P
H E
N G F
A R
K A
S P .E
P U
M P C
O N
T R
O L S
C H
E M
A T
IC
S M
N B
B L
M L
M E .d g n
PUMP SOFT-START CONTROL SCHEMATIC
405.5’
CC
CC
CC
START STOPPUMP
NO.1
NO.2
NO.3
CUT-OFF
PLC PUMP START/STOP ELEVATIONS
407.5’
408.0’
408.5’
406.5’
407.0’
407.5’
406.0’-
LOW WATER PUMP CUT-OFF (FSL)
FLOAT SWITCH ELEVATIONS
PLC INPUT
PUMP RUN
CR1FSR1
PLC INPUT
FLOAT SWITCH
LOW WATER
FSK1
PLC INPUT
BYPASS
FLOAT SWITCH
(TYP. OF 3)
SB1
PLC INPUT
ENERGIZED
SIPHON BREAKER
E-07
MANUFACTURER.
TABLES SHALL BE COORDINATED WITH THE PUMP
5. CUT-OFF AND LOW WATER CUT-OFF ELEVATIONS SHOWN IN
4. LABELS SHOWN IN ( ) ARE FOR PUMPS 2 & 3 RESPECTIVELY.
RESTARTING OF THE PUMP AFTER A STOP COMMAND.
BE FIELD SET TO 300 SECONDS TO PREVENT CONSECUTIVE
DELAY WITH A RANGE OF 0-999 SECONDS. TIME DELAY SHALL
3. SOFT START SHALL HAVE AN ADJUSTABLE RESTART TIME
ON MCC SECTION DOOR.
2. MAS UNIT HMI AND SOFT STARTER HMI SHALL BE MOUNTED
SET AT FIVE MINUTES.
1. 1-10 MINUTE MINIMUM RANGE OF TIMING ADJUSTMENT. FIELD
NOTE:
B L E
W
IS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
K
L1 L2 L3
MAN-OFF-AUTOSTOP
START
FS1
TS
FAULT
FR
TS
TR
FR
ST
TR
(2 SEC)
RCR TS
TS
SCA
START UP
END
SCA
TS
SC
R1A
R1C
FAULT
R2A
R2C
R3A
R3C
PTC1
PTC2
AO1
COM
LO1
LO2
+24V
LO+
LI3
LI4
STOP
RUN
CL1
CL2
FU4
FU4 CL2
START UP
END
N.O. CONTACT
PROGRAMMABLE
RCR
GND
"POWER ON"
G
RCR
TRIP
W/ SHUNT
CB
RELAY
FAULT
RELAY
TRIP
TRIP COIL
CB SHUNT
RELAY
RUN COMMAND
PILOT RELAY
SHUNTING CONTACTOR
CONTACTOR
SHORTING
G
"PUMP OFF"
CR1
R
/L
/L
/L
A
/T
B
/T
C
/T
SC SC SC
PLC SECTION
SOFT START
SOFT START
SOFT START
SCA
TS
CC
CONTACTOR
P.F. CORRECTION
GO-RELAY
PUMP MAS UNIT
SB
SC
SEE NOTE 1
TIMING RELAY
CONTROL RELAY
SIPHON BREAKER
MAS UNIT
PUMP
TO PLC
ALARM RELAY CONTACT
BEARING TEMPERATURE SENSOR IN PUMP
OVERTEMPERATURE SENSORS, AND LOWER
JUNCTION BOX LEAKAGE DETECTOR, STATOR
TO STATOR LEAKAGE DETECTOR, MOTOR
MULTI-CONDUCTOR SENSOR CABLE
SEE NOTE 2
MAS UNIT HMI
NOT SHOWN)
(HMI DISPLAY
SOFT START
PUMP MAS UNIT
SENSOR CABLE TO
MULTI-CONDUCTOR
76% P.F.
710 RPM
465 FLA
355 HP
DO01
PLC SECTION
CR1
CR1
FSR1
FLOAT SWITCH
FS1
R
DO02
PLC SECTION
"TRASH RAKING REQUIRED"
"PUMP ON"
(CR2)
(CR3)
(CR2)
(CR3)
(FS2)
(FS3)
(FSR2)
(FSR3)
T
T
(FS2)
(FS3)
FSK1(FSK2)
(FSK3)
(FSK2)
(FSK3)
(FSR2)
(FSR3)
(CR2)
(CR3)
SG1O
(DO05)
(DO09)
(DO06)
(DO10)
(SB2)
(SB3)
(SB3)
(SB2)
(SG2O)
(SG3O)
R1A R1C
R2CR2A
LIGHTS NOT SHOWN)
(FUSES AND INDICATOR
CAPACITOR UNIT
(TYP ALL PT PIPES)
3" FOR 4’ STAGGERED
�" ~ HOLES EVERY
SUMP PRESSURE TRANSDUCER AND FLOAT SWITCH
ELEVATION
4’-0"
BE STRAPPED EVERY
FLOAT CABLE SHALL
4’-0" O.C. (TYP.)
2-HOLE HDG PIPE STRAP
EL. 399.00 (SUMP)
EL. 402.00 (INLET)
3’-6"
SEE NOTE 2
IN ANY PLANE)
(CAN OPERATE
FLOAT SWITCH
SEE NOTE 1
PRESSURE TRANSDUCERS
3 REQ’D.
(SUMP PRESSURE TRANSDUCERS MOUNTING SHOWN, INLET PRESSURE TRANSDUCER MOUNTING SIMILIAR)
(TYPICAL)
CGB FITTINGS
IN MCC
TO PLC SECTION
JUNCTION BOX
1" RGS PVC COATED
BOX
TRANSDUCER TERMINATION
7�"
SAND BOTTOM
COURSE AGGREGATE ( CA-6 )
NO SCALE
48"
HANDHOLE HH-1P DETAIL
CONDUITS)
(SERVICE
48"L X 48"W X 48"D
MORTAR ( RPM )
REINFORCED PLASTIC
5"~ SCH. 80 PVC PIPE
3-POLE SPLICE BLOCK
NO SCALE
NEMA 4X - 30"X30"X8"
PUMP CABLES
P 1000 T UNISTRUT (TYP)
WELD ANGLE TO PLATE
N T
E R
PUMP CABLE
PROVIDE THE NECESSARY NUMBER OF TERMINAL BLOCKS TO SPLICE THE
PUMP CONTROL CABLE TO THE FIELD WIRING.
NOTE:
COATED CONDUIT
1�" RGS PVC
( SEE NOTE )
NEMA 4X - 12"x12"
(L4x4x� MINIMUM)
GALVANIZED STEEL ANGLE
(TYP)
8"x8"x�" PLATE
MIN. 6" EMBED.)
(�" DIA S.S. BOLTS,
BOLT PLATE TO FLOOR
TO MOTOR CONTROL CENTER
TO MOTOR CONTROL CENTER
4" RIGID CONDUIT
PUMP JUNCTION BOX DETAIL
TYPE
FRAME
MINIMUM BREAKER INTERRUPTING CAPACITY (RMS SYM AMPS)
MAIN BUS RATING
TYPE
DEVICE
P O
L E
S
N O
DESTINATION
BRANCH CIRCUIT
L 1
TOTAL
L 2
N O
BRANCH CIRCUIT DEVICE
P O
L E
S
DESTINATION
1 120 20
1 120 20
1 120 20
1 120 20
1 120 20
9 10
1-PHASE, 3-WIRE, NEMA 1
COPPER
120/240
35,000
100A
100A
1 120 207 8
1 120 205 6
120 3 4
1 220 201 2
120 23 24
1 25 26
120 30
SPACE
28SPACE
SPACE
SPACE
SPACE
100ATRIP
LIGHTING PANELBOARD SCHEDULE
DISTRIBUTION PANELBOARD SCHEDULE
POWER RECEPTACLE
SLUICE GATE NO. 2
SLUICE GATE NO. 4
7.5 KW UNIT HEATER
7.5 KW UNIT HEATER
SLUICE GATE NO. 1
SLUICE GATE NO. 3
SLUICE GATE NO. 5
7.5 KW UNIT HEATER
TYPE
FRAME
MINIMUM BREAKER INTERRUPTING CAPACITY (RMS SYM AMPS)
MAIN BUS RATING
TYPETRIP
DEVICE
P O
L E
S
N O
DESTINATION
BRANCH CIRCUIT
~ A
TOTAL
~ B ~ C
N O
BRANCH CIRCUIT DEVICE
P O
L E
S
DESTINATION
X
3 360 20
20 20
20 20
3-PHASE, 4-WIRE, NEMA 1 400A
COPPER
35,000
300A400A
480/277
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
LP-1
P1 SIPHON BREAKER
P2 SIPHON BREAKER
P3 SIPHON BREAKER
LOW-BAY LIGHTINGEXTERIOR LIGHTING
INTERIOR RECEPT 1EXTERIOR RECEPTACLES
INTERIOR RECEPT 2
MCC STRIP HEATERS
GATEWELL LIGHTING
GATEWELL RECEPTACLE
S1 STRIP HEATER S2 STRIP HEATER
S3 STRIP HEATER S4 STRIP HEATER
S5 STRIP HEATER
DP-1
16628
16628
16628
19954
19954
19954
41490 41490 41490 124470
POLE MOUNTED LIGHTS 500
SPACE
SPACE
S H
A N
E M
N
IE
U K
IR
K P .E
S T
E P
H E
N G F
A R
K A
S P .E
S M
N B
B L
M L
M E .d g n
A N
D M
IS
C
E L L
A N
E O
U S D
E T
A
IL
S
P A
N E
L B
O A
R D S
C H
E D
U L E
S
NOTE:
PLC
P3 SIPHON BRKR HTRP1 SIPHON BRKR HTR
P2 SIPHON BRKR HTR
VOLTAGE
MAIN BREAKER: NO. OF POLES
PANEL
T R
IP
A M
P S
AMPS
VOLTS-
TOTAL DEMAND LOAD
TOTAL CONNECTED LOAD
AMPS
VOLTS-
T R
IP
A M
P S
(VOLT - AMPS)
PHASE LOAD
VOLTAGE
MAIN BREAKER: NO. OF POLES
PANEL
T R
IP
A M
P S
AMPS
VOLTS- ( VOLT - AMPS )
PHASE LOAD
TOTAL DEMAND LOAD
TOTAL CONNECTED LOAD
AMPS
VOLTS-
T R
IP
A M
P S
STILLING PIPE.
AT LEAST SIX INCHES (6") FROM BOTTOM OF
THAT THE SENSING POINT OF THE TRANSDUCER IS
SHALL BE INSTALLED IN THE STILLING PIPE SUCH
PLC SECTION IN MCC. THE PRESSURE TRANSDUCERS
WITH NO SPLICES TO TERMINATION ENCLOSURES IN
1. PRESSURE TRANSDUCER CABLES SHALL BE CONTINOUS
BE MOUNTED SO CONTACT CLOSES AT ELEVATION 405.5.
SPLICES TO PLC SECTION IN MCC. FLOAT SWITCH SHALL
2. FLOAT SWITCH CABLE SHALL BE CONTINOUS WITH NO
E-11
15001750
4702 5484 10186
VENTILATOR 15
SPARE 3 20
240 RECEPTACLE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
CB1
1A
DI01
A1+ A2-
X1A X2A
DI02
A1+ A2-
DI03
A1+ A2-
DI04
A1+ A2-
DI05
A1+ A2-
DI06
A1+ A2-
CB2
1A
DI13
A1+ A2-
DI14
A1+ A2-
DI15
A1+ A2-
DI16
A1+ A2-
DI17
A1+ A2-
A1+ A2-
DI118
A1+ A2-
DI119
DI20
A1+ A2-
DI21
A1+ A2-
DI22
A1+ A2-
DI23
A1+ A2-
DI24
A1+ A2-
DI25
A1+ A2-
DI26
A1+ A2-
DI27
A1+ A2-
DI28
A1+ A2-
DI29
A1+ A2-
DI30
A1+ A2-
DI31
A1+ A2-
DI32
A1+ A2-
CB1
CB2
X1A X2A
1A
CB3
CB3
PLC INPUT #100132
SPARE
PLC INPUT #100131
SPARE
PLC INPUT #100122
SPARE
PLC INPUT #100123
SPARE
PLC INPUT #100124
SPARE
DIB2
DIB3
DIB4
CR1
FSK1
FSR1
X1A X2A X2AX2A
PUMP 1 STARTER
PUMP 1 STARTER
PUMP 1 STARTER
SLUICE GATE 1
SLUICE GATE 1
ALARM
PUMP 1 MAS UNIT
Pump1_Running_FB
PLC INPUT #100101
PUMP NO. 1 RUNNING FEEBACK
Pump1_LWC_FB
PLC INPUT #100103
CUTOFF FEEDBACK
PUMP NO. 1 LOW WATER
Pump1_LWC_Bypass_FB
PLC INPUT #100102
BYPASS KEY SWITCH FEEDBACK
PUMP NO. 1 LOW WATER CUTOFF
SG1_Open_FB
PLC INPUT #100105
OPEN FEEDBACK
SLUICE GATE NO. 1
SG1_Closed_FB
PLC INPUT #100106
CLOSED FEEDBACK
SLUICE GATE NO. 1
Pump1_Alarm_FB
PLC INPUT #100104
ALARM FEEDBACK
PUMP NO. 1 MAS UNIT
DIB1
A1+ A2-
A1+ A2-
A1+ A2-
A1+ A2-
A1+ A2-
A1+ A2-
CR2
FSK2
FSR2
PUMP 2 STARTER
PUMP 2 STARTER
PUMP 2 STARTER
SLUICE GATE 2
SLUICE GATE 2
ALARM
PUMP 2 MAS UNIT
Pump2_Running_FB
PLC INPUT #100107
PUMP NO. 2 RUNNING FEEBACK
Pump2_LWC_FB
PLC INPUT #100109
CUTOFF FEEDBACK
PUMP NO. 2 LOW WATER
Pump2_LWC_Bypass_FB
PLC INPUT #100108
BYPASS KEY SWITCH FEEDBACK
PUMP NO. 2 LOW WATER CUTOFF
SG2_Open_FB
PLC INPUT #100111
OPEN FEEDBACK
SLUICE GATE NO. 2
SG2_Closed_FB
PLC INPUT #100112
CLOSED FEEDBACK
SLUICE GATE NO. 2
Pump2_Alarm_FB
PLC INPUT #100110
ALARM FEEDBACK
PUMP NO. 2 MAS UNIT
DI07
DI08
DI09
DI10
DI11
DI12
CR3
FSK3
FSR3
PUMP 3 STARTER
PUMP 3 STARTER
PUMP 3 STARTER
ALARM
PUMP 3 MAS UNIT
Pump3_Running_FB
PLC INPUT #100113
PUMP NO. 3 RUNNING FEEBACK
Pump3_LWC_FB
PLC INPUT #100115
CUTOFF FEEDBACK
PUMP NO. 3 LOW WATER
Pump3_LWC_Bypass_FB
PLC INPUT #100114
BYPASS KEY SWITCH FEEDBACK
PUMP NO. 3 LOW WATER CUTOFF
Pump3_Alarm_FB
PLC INPUT #100116
ALARM FEEDBACK
PUMP NO. 3 MAS UNIT
SLUICE GATE 3
SLUICE GATE 3
SG3_Open_FB
PLC INPUT #100117
OPEN FEEDBACK
SLUICE GATE NO. 3
SG3_Closed_FB
PLC INPUT #100118
CLOSED FEEDBACK
SLUICE GATE NO. 3
1A
CB5
CB5 581
24VDC+
PS1 OK
PS2 OK
BATT. READY
UPS BUFFERING
TVSS
REPLACE BATT.
TVSS_OK_FB
PLC INPUT #100130
STATUS
SURGE SUPPRESSOR
24VDC-
24VDC-
1A
CB4
CB4
UPS_ReplaceBatt_FB
PLC INPUT #100129
UPS REPLACE BATTERY
UPS_Buffering_FB
PLC INPUT #100128
UPS BUFFERING
UPS_BattReady_FB
PLC INPUT #100127
UPS BATT. READY
PS2_PowerOK_FB
PLC INPUT #100126
24VDC POWER OK
POWER SUPPLY NO. 2
PS1_PowerOK_FB
PLC INPUT #100125
24VDC POWER OK
POWER SUPPLY NO. 1
ON SHEET E-014
SEE RUNG 740
ON SHEET E-014
SEE RUNG 750
ON SHEET E-014
SEE RUNG 760
ON SHEET E-014
SEE RUNG 770
ON SHEET E-014
SEE RUNG 780
ON SHEET E-014
SEE RUNG 790
LS-O
LS-C
LS-O
LS-C
LS-O
LS-C
SB1
PUMP 1 STARTER
SB2
PUMP 2 STARTER
SB3
PUMP 3 STARTER
SB1_Energized_FB
PLC INPUT #100119
ENERGIZED FEEDBACK
SIPHON BREAKER NO. 1
SB2_Energized_FB
PLC INPUT #100120
ENERGIZED FEEDBACK
SIPHON BREAKER NO. 2
SB3_Energized_FB
PLC INPUT #100121
ENERGIZED FEEDBACK
SIPHON BREAKER NO. 3
S T
E P
H E
N G F
A R
K A
S P .E
S M
N B
B L
M L
M E .d g n
S H
E E
T
P L
C I /O W
IR
IN
G D
E T
A
IL
S
E-12
B L E
W
IS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
X1A X2A
DO01
DO02
DO03
DO04
DO05
DO06
DO07
DO08
DO09
DO10
DO11
DO12
DO13
DO14
DO15
DO16
DOB1
DOB2
CB6
PLC OUTPUT #000115
SPARE
PLC OUTPUT #000116
SPARE
X2A R
422421
Pump1_Start_EN
PLC OUTPUT #000001
PUMP NO. 1 START ENABLE
Pump1_TrashRakingReq_EN
PLC OUTPUT #000002
REQUIRED INDICATING LIGHT
PUMP NO. 1 TRASH RAKING
SG1_Open_EN
PLC OUTPUT #000003
OPEN ENABLE
SLUICE GATE NO. 1
SG1_Close_EN
PLC OUTPUT #000004
CLOSE ENABLE
SLUICE GATE NO. 1
Pump2_Start_EN
PLC OUTPUT #000005
PUMP NO. 2 START ENABLE
Pump2_TrashRakingReq_EN
PLC OUTPUT #000006
REQUIRED INDICATING LIGHT
PUMP NO. 2 TRASH RAKING
SG2_Open_EN
PLC OUTPUT #000007
OPEN ENABLE
SLUICE GATE NO. 2
SG2_Close_EN
PLC OUTPUT #000008
CLOSE ENABLE
SLUICE GATE NO. 2
Pump3_Start_EN
PLC OUTPUT #000009
PUMP NO. 3 START ENABLE
Pump3_TrashRakingReq_EN
PLC OUTPUT #000010
REQUIRED INDICATING LIGHT
PUMP NO. 3 TRASH RAKING
SG3_Open_EN
PLC OUTPUT #000011
OPEN ENABLE
SLUICE GATE NO. 3
SG3_Close_EN
PLC OUTPUT #000012
CLOSE ENABLE
SLUICE GATE NO. 3
WL_FailIndication_EN
PLC OUTPUT #000113
SYSTEM FAILURE
WATER LEVEL SENSING
24VDC+
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
24VDC-
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
500mA FAST BLOW
FU1
FU2
FU3
FU4
FU5
FU6
FU7
FU8
FU9
FU10
FU11
FU12
FU13
FU14
FU15
FU16
24VDC+
24VDC-
Sump1_WaterLevel_1B
PLC INPUT #300002
SUMP 1 PRESSURE TRANSDUCER 1B
Sump1_WaterLevel_1A
PLC INPUT #300001
SUMP 1 PRESSURE TRANSDUCER 1A
Sump2_WaterLevel_2A
PLC INPUT #300003
SUMP 2 PRESSURE TRANSDUCER 2A
Sump2_WaterLevel_2B
PLC INPUT #300004
SUMP 2 PRESSURE TRANSDUCER 2B
Sump3_WaterLevel_3A
PLC INPUT #300005
SUMP 3 PRESSURE TRANSDUCER 3A
Sump3_WaterLevel_3B
PLC INPUT #300006
SUMP 3 PRESSURE TRANSDUCER 3B
Inlet_WaterLevel_4A
PLC INPUT #300007
INLET PRESSURE TRANSDUCER 4A
Inlet_WaterLevel_4B
PLC INPUT #300008
INLET PRESSURE TRANSDUCER 4B
SPARE
SPARE
TO PUMP 1 STARTER
TO PUMP 1 STARTER
TO PUMP 2 STARTER
TO PUMP 2 STARTER
TO PUMP 3 STARTER
TO PUMP 3 STARTER
TO SLUICE GATE OPERATOR
TO SLUICE GATE OPERATOR
TO SLUICE GATE OPERATOR
TO SLUICE GATE OPERATOR
TO SLUICE GATE OPERATOR
TO SLUICE GATE OPERATOR
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
TRANSDUCER
TO PRESSURE
2A
PLC OUTPUT #000114
SPARE
S T
E P
H E
N G F
A R
K A
S P .E
S M
N B
B L
M L
M E .d g n
S H
E E
T
P L
C I /O W
IR
IN
G D
E T
A
IL
S
E-13
B L E
W
IS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
St. Louis District
S T L
O U
IS
M
IS
S O
U R I -2
C H
A
IN
O
F R
O C
K S P
U M
P
IN
G S
T A
T
IO
N
U P
P E
R M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M A
D
IS
O N C
O U
N T
Y
IL
L
IN
O
IS
/7 /1
A N
S I
D
W P -1
-R -0
W P -1
-D -0
A S -B
U
IL
T D
R A
W
IN
G S
"D
M
/1
/1
SWITCH
ETHERNET
24VDC+ 24VDC-
24VDC WIRING DIAGRAM
PLC DISCRETE INPUT CARD
PLC DISCRETE OUTPUT CARD
CB9
CB10
CB11
PROCESSOR
PLC
24VDC-24VDC+
24…
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