6 - Pump Stations - (D - DI - S) Series.pdf
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- Solicitation number
- W912DS22B0022
About this file
This document provides details of a federal contract solicitation for construction services. The U.S. Army Corps of Engineers, New York District is seeking bids for Segment C2 and H Contract 2 of the Green Brook Flood Risk Management Project located in Middlesex Borough, New Jersey. The scope of work involves constructing two pump stations, 1,700 feet of earthen levee, 100 feet of floodwall, and two road closure gates for Segment C2, as well as 3,600 feet of earthen levee tied to a railroad embankment, 576 feet of floodwall, and one road closure gate for Segment H. The projected value of the contract is between $25-100 million. Bids must be submitted electronically by the deadline specified in the solicitation. The North American Industry Classification code for this project is 237990 for general heavy construction contractors.
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SCALE: 3/8"=1'-0"
RETAINING WALL
2'-6"
SLOPE
SLOPE
TRASH RACK
SUMP PIT
SLOPE
SLOPE
MAIN PUMP NO. 1
MAIN PUMP NO. 2
GATE NO. 2
SLUICE
GATE NO. 1
SLUICE
GATE NO. 6
SLUICE
GATE NO. 3
SLUICE
GATE NO. 4
SLUICE
ACCESS LADDER
ACCESS LADDER
SUMP PUMP
-D
-P
-P
LEVEL SENSOR PIPES
CHANNEL
OUTLET
GRAVITY
OUTLET BOX
WET WELL
CULVERT C2
GATE NO. 5
SLUICE
BDR2SG02
BDR2SG01
BDR2SG06
BDR2SG03
BDR2SG04
BDR2SP01
BDR2SG05
BOTTOM PLAN
ACCESS LADDER
S O
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IC
IT
A T
IO
N N
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F
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E N
A M
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D W
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US Army Corps
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J A
C O
B S
B
D-105
B
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X X
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E G C
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X X
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J .A .H
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P U
M P S
T A
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N B
D R -2
B O
T T
O M P
L A
N
A
D-104
A
D-104
SCALE:3/8"=1'
0 2' 4' 6'
C
D-106
C
D-106
BDR2PM01
BDR2PM02
N
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
MANUFACTURERS REQUIREMENTS.
POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE WITH THE
ATTACHED TO CONCRETE WALLS WITH TYPE 304 OR 316 STAINLESS STEEL
SLIDE AND FLAP GATES SHALL BE MOUNTED ON A GROUT PAD AND 1.
NOTES:
UP
SECURITY FENCE
6' CHAIN LINK FENCE
2'-6"
NO. 1
FOR SLUICE GATE
GATE ACTUATOR
NO. 2
FOR SLUICE GATE
GATE ACTUATOR
NO. 3
FOR SLUICE GATE
GATE ACTUATOR
NO. 6
FOR SLUICE GATE
GATE ACTUATOR
MAIN PUMP NO. 1
MAIN PUMP NO. 2
SLUICE GATE STEMS
3-D2
-P
-P
OUTLET BOX
GUARDRAIL
ACCESS OPENING
SUMP PUMP
FOR OPENING SIZES AND GRATING PANELS, SEE STRUCTURAL DRAWINGS.2.
APPROVAL.
INCLUDE LADDERUP SAFETY POST. SUBMIT TO CONTRACTING OFFICER FOR
CONCRETE FLOOR. ALUMINUM, LOCKABLE, LOAD RATED FOR MINIMUM 300 psf.
CONCRETE OPENING COVERED BY HYDRAULIC HATCH. INSTALL FRAME FLUSH WITH 1.
NOTES:
BDR2SP03
BDR2SP02
BDR2SP01
BDR2SP06
BDR2PM01
BDR2PM02
AND LADDER
ACCESS HATCH
HINGED GRATING
AND LADDER, NOTE 1
ACCESS HATCH NO. 2
LADDER, NOTE 1
NO. 1 AND
ACCESS HATCH
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US Army Corps
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SCALE:3/8"=1'
0 2' 4' 6'
SCALE: 3/8"=1'-0"
J J
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C
D-106
C
D-106
N
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
MID LEVEL PLAN
UP
GUARDRAIL
RETAINING WALL
6' CHAIN LINK FENCE
9"
3-D2
BDR2SP04
BDR2SP05
BDR2PM01
BDR2PM02
4-D2
4-D2
P
P
MAIN PUMP NO. 1
MAIN PUMP NO. 2
SLUICE GATE NO. 4
GATE ACTUATOR FOR
SLUICE GATE NO. 5
GATE ACTUATOR FOR
DETAIL
ELECTRICAL DRAWINGS FOR
LEVEL SENSOR PIPES, SEE
24" FLAP GATE (TYP.)
OR EQUAL
SEAL MODEL LS-650-S316-20
30" DIA. OPENING WITH LINK
OR EQUAL
SEAL MODEL LS-410-S316-7
8" DIA. OPENING WITH LINK
OR EQUAL
SEAL MODEL LS-340-S316-9
6" DIA. OPENING WITH LINK
CHANNEL
DISCHARGE
PUMP
S O
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A T
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SHEET
D A
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US Army Corps of Engineers
US Army Corps
IS
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
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T O
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SCALE:3/8"=1'
0 2' 4' 6'
B
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D-105
A
D-104
A
D-104
J J
W
C
D-106
C
D-106
N
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
TOP LEVEL PLAN
EL. 28.35'
EL. 30.90'
EL. 28.35'
EL. 30.75'
EL. 41.15'
EL. 30.90'
EL. 41.15'
EL. 54.25'
SECURITY FENCE
GUARDRAIL
TRASH RACK
SUMP PUMP
MAIN PUMP NO. 1
EL. VARIES
-D
SLUICE GATE NO. 2
GATE ACTUATOR FOR
GATE NO. 6
FOR SLUICE
GATE ACTUATOR
WET WELL
BDR2SG02
BDR2SG06
BDR2PM01
BDR2SP01
GUARDRAIL
-P
-P
EL. 26.85'
INV EL. 27.1'
24" FLAP GATE
SUPPORT BRACKET
GUIDE BAR
INTERMEDIATE
CHAIN
LIFTING
BAR
GUIDE
PUMP
DWGS FOR DETAIL
PLATE, SEE STRUCT.
PUMP OPENING COVER
DWGS FOR DETAIL
BRACKET, SEE STRUCT.
PUMP TUBE SUPPORT
CHANNEL
DISCHARGE
PUMP
L EL. 49.75'
L EL. 52.08'
4-D2 c c
DETAIL
ELECTRICAL DWGS FOR
OPPOSITE WALL), SEE
SENSOR PIPES (IN
S O
L
IC
IT
A T
IO
N N
O
F
IL
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US Army Corps of Engineers
US Army Corps
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
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C O
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SCALE:3/8"=1'
0 2' 4' 6'
A
SECTION
SCALE: 3/8"=1'-0"
J J
W
OPTION 2 CONTRACT
EL. 30.08
EL. 30.05
42" DIA. RCP
GRADE
EL. 30.75'
EL. 41.15'
EL. 30.68'
EL. 30.18'
6' CHAIN LINK FENCE
EL. 54.25'
GRADE
6' CHAIN LINK FENCE
GUARDRAIL
GUARDRAIL
6' CHAIN LINK FENCE
TRASH RACK
3-D2
SLUICE GATE NO. 5
GATE ACTUATOR FOR
SLUICE GATE NO. 4
GATE ACTUATOR FOR
BDR2SG05
BDR2SG04
SUPPORT BRACKETS
SLUICE GATE STEM STAIR
BOX
OUTLET
L EL 52.75'c
GRAVITY OUTLET CHANNEL
6" OPENING)
LINK SEAL MODEL LS-340-S316-9 (
GUARDRAIL
SLUICE GATE NO. 3
GATE ACTUATOR FOR
BDR2SG03
FLAP GATE
S O
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IC
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A T
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N N
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SCALE: 3/8"=1'-0"
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GUARDRAIL
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EL. 54.25'
SLOPE
STEEL GRATING
4-D2 (TYP.)
3-D2 (TYP.)
EL. 49.75'
EL. 52.08'
EL. 52.75'
PUMP DISCHARGE CHANNEL
OUTLET BOX
BDR2SG04
EL. 30.55'
(TYP.)
GATE
24" FLAP
GATE NO. 4
FOR SLUICE
GATE ACTUATOR
BRACKET
STEM SUPPORT
SLUICE GATE
cL cL cL
LANDING
CONCRETE STAIR
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SHEET
D A
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
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SCALE: 3/8"=1'-0"
P U
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0 2' 4' 6'OPTION 2 CONTRACT
SHEET IS IN THE
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S E
C T
IO
2'-6"
SLOPE
SLOPE
TRASH RACK
SUMP PIT
SLOPE
SLOPE
MAIN PUMP NO. 1
MAIN PUMP NO. 2
GATE NO. 6
SLUICE
GATE NO. 3
SLUICE
GATE NO. 2
SLUICE
GATE NO. 1
SLUICE
GATE NO. 7
SLUICE
BDR3SP01
BDR3SG07
BDR3SG01
BDR3SG02
BDR3SG03
SUMP PUMP
BDR3SG06
5'-0"
P
P
P
DETAIL
ELECTRICAL DRAWINGS FOR
LEVEL SENSOR PIPES, SEE
BDR3PM01
TO BOUND BROOK
BDR3PM02
-D
CHANNEL
OUTLET
GRAVITY BOX
OUTLET
WET WELL
MAIN PUMP NO. 3
BDR3PM03
GATE NO. 5
SLUICE
BDR3SG05
GATE NO. 4
SLUICE
BDR3SG04
BOTTOM PLAN
ACCESS LADDER
ACCESS LADDER
EXISTING FLOOD WALL
CULVERT C5
S O
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IT
A T
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N N
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F
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L 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
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IS
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Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
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U S
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B O
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O F M
ID
D
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X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-151
U
M P S
T A
T
IO
N B
D R -3
B O
T T
O M P
L A
N
SCALE:3/8"=1'
0 2' 4' 6'
J J
W
A
D-154
B
D-155
A
D-154
B
D-155
C
D-156
C
D-156
N
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
MANUFACTURERS REQUIREMENTS.
POST-INSTALLED ADHESIVE ANCHORS IN ACCORDANCE WITH THE
ATTACHED TO CONCRETE WALLS WITH TYPE 304 OR 316 STAINLESS STEEL
SLIDE AND FLAP GATES SHALL BE MOUNTED ON A GROUT PAD AND 1.
UP
6' CHAIN LINK FENCE
9"
NO. 1
FOR SLUICE GATE
GATE ACTUATOR
NO. 2
FOR SLUICE GATE
GATE ACTUATOR
NO. 3
FOR SLUICE GATE
GATE ACTUATOR
NO. 7
FOR SLUICE GATE
GATE ACTUATOR
MAIN PUMP NO. 1
MAIN PUMP NO. 2
SLUICE GATE STEMS
3-D2
FENCE
SECURITY
BDR3PM02
BDR3PM01
BDR3SG01
BDR3SG02
BDR3SG03
DETAIL
ELECTRICAL DRAWINGS FOR
LEVEL SENSOR PIPES, SEE
5'-0"2'-6"
BDR3SG073
-D
-P
-P
BOX
OUTLET
MAIN PUMP NO. 3
BDR3PM03
NO. 4
FOR SLUICE GATE
GATE ACTUATOR
BDR3SG04
FOR OPENING SIZES AND GRATING PANELS, SEE STRUCTURAL DRAWINGS.2.
APPROVAL.
INCLUDE LADDERUP SAFETY POST. SUBMIT TO CONTRACTING OFFICER FOR
CONCRETE FLOOR. ALUMINUM, LOCKABLE, LOAD RATED FOR MINIMUM 300 psf.
CONCRETE OPENING COVERED BY HYDRAULIC HATCH. INSTALL FRAME FLUSH WITH 1.
NOTES:
ACCESS OPENING
SUMP PUMP
GUARDRAIL
LADDER
ACCESS HATCH AND
HINGED GRATING
AND LADDER, NOTE 1
ACCESS HATCH NO. 1
AND LADDER, NOTE 1
ACCESS HATCH NO. 2
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
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
IS
S
U E D
A T
E
W P
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
IC
T
U S
A R
M Y C
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P S O
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IN
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SHEET OF 493
B O
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ID
D
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R O
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W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
A
D-154
A
D-154
C
D-156
C
D-156
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-152
U
M P S
T A
T
IO
N B
D R -3
M
ID
L
E V
E L P
L A
N
SCALE:3/8"=1'
0 2' 4' 6'
SCALE: 3/8"=1'-0"
J J
W
B
D-155
B
D-155
N
OPTION 2 CONTRACT
SHEET IS IN THE
MID LEVEL PLAN
GUARDRAIL
RETAINING WALL
6' CHAIN LINK FENCE
BDR3PM02
BDR3PM01
BDR3SG06
BDR3SG05
9"
DETAIL
ELECTRICAL DRAWINGS FOR
LEVEL SENSOR PIPES, SEE
OR EQUAL
SEAL MODEL LS-340-S316-9
6" DIA. OPENING WITH LINK
OR EQUAL (TYP. 3 PLCS.)
SEAL MODEL LS-650-S316-20
30" DIA. OPENING WITH LINK
24" FLAP GATE (TYP. 3 PLCS.)
BDR3PM03
MAIN PUMP NO. 1
MAIN PUMP NO. 2
SLUICE GATE NO. 5
GATE ACTUATOR FOR
SLUICE GATE NO. 6
GATE ACTUATOR FOR
3-D2
CHANNEL
DISCHARGE
PUMP
OR EQUAL (TYP. 3 PLCS.)
SEAL MODEL LS-410-S316-7
8" DIA. OPENING WITH LINK
MAIN PUMP NO. 3
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
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
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IS
S
U E D
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W P
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
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G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-153
U
M P S
T A
T
IO
N B
D R -3
T O
P L
E V
E L P
L A
N
SCALE:3/8"=1'
0 2' 4' 6'
J J
W
A
D-154
B
D-155
A
D-154
B
D-155
C
D-156
C
D-156
N
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
TOP LEVEL PLAN
EL. 31.85'
EL. 34.40'
EL. 31.85'
EL. 34.25'
EL. 34.25'
EL. 44.65'
EL. 34.40'
EL. 55.25'
SECURITY FENCE
GUARDRAIL
TRASH RACK
SUMP PUMP
MAIN PUMP NO. 1
VARIES
BDR3PM01
24" FLAP GATE
DWGS FOR DETAIL
BRACKET, SEE STRUCT.
PUMP TUBE SUPPORT
DWGS FOR DETAIL
PLATE, SEE STRUCT.
PUMP OPENING COVER
EL. 30.35'
INV EL. 30.60'
BDR3SP01
SUPPORT BRACKET
GUIDE BAR
INTERMEDIATE
CHAIN
LIFTING
BAR
GUIDE
PUMP
-P
-P
-D
WET WELL
BDR3SG03
BDR3SG07
SLUICE GATE NO. 3
GATE ACTUATOR FOR
GATE NO. 7
FOR SLUICE
GATE ACTUATOR
CHANNEL
DISCHARGE
PUMP
L EL 53.08
4-D2
L EL. 50.75'
c c
DWGS FOR DETAIL
FACE), SEE ELECTRICAL
SENSOR PIPES (IN OPPOSITE
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
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
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IS
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K
N E
W Y
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K
N E
W Y
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G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
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C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-154
U
M P S
T A
T
IO
N B
D R -3
S E
C T
IO
N A
SCALE:3/8"=1'
0 2' 4' 6'
A
SECTION
SCALE: 3/8"=1'-0"
J J
W
OPTION 2 CONTRACT
EL. 34.08
GRADE
EL. 44.65'
EL. 34.18'
EL. 34.18'
6' CHAIN LINK FENCE
EL. 55.25'
GRADE
GUARDRAIL
GUARDRAIL
6' CHAIN LINK FENCE
TRASH RACK
3-D2
SLUICE GATE NO. 5
GATE ACTUATOR FOR
SLUICE GATE NO. 6
GATE ACTUATOR FOR
SLUICE GATE NO. 4
GATE ACTUATORB FOR
EL. 34.25'
BDR3SG04
BDR3SG05 BDR3SG06
EL. 53.75
Lc
GRAVITY OUTLET CHANNEL
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
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
IS
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U E D
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
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M Y C
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P S O
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SHEET OF 493
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E N B
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O K T
W P
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S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
SCALE:3/8"=1'
0 2' 4' 6'
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-155
U
M P S
T A
T
IO
N B
D R -3
S E
C T
IO
N B
B
SECTION
SCALE: 3/8"=1'-0"
J J
W
OPTION 2 CONTRACT
EL. 55.25'
EL. 34.08
CULVERT
EL. 47.17'
4-D2 (TYP.)
3-D2 (TYP.)
EL. 50.75'
EL. 53.09'
PUMP DISCHARGE CHANNEL
OUTLET BOX
GATE ACTUATOR NO. 5
EXISTING FLOOD WALL
EL. 53.75'
EL. 47.30
GATE ACTUATOR NO. 6
BDR3SG05
BDR3SG05
SUPPORT BRACKETS
SLUICE GATE STEM
GATE (TYP.)
24" FLAP
Lc
Lc
Lc
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
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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Y Y
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A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
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S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
D
S
X X
X .d
D-156
J
W
S E
C T
IO
N C
P U
M P S
T A
T
IO
N B
D R -3
SCALE:3/8"=1'
0 2' 4' 6'
OPTION 2 CONTRACT
SECTION
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
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
IS
S
U E D
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D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
T R
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A R
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P S O
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N D G
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E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
-J
U N -2
X X
X
G B S
E G C
-H
D I1
.D
G N
J .A .H
SHEAR
NONE
CC
NONE
ARV
VP
(IF DIFFERENT FROM PIPE SPECIFICATION)
NONE
FOT = FLAT SIDE ON TOP
SCOPE, SUPPLY OR LOCATION
CHANGE IN SPECIFICATION,
NONE
(XXX)
ECCENTRIC REDUCER
D4
CHECK
GATEVA
PLUG
VALVE SYMBOLS
GLOBE
VB
H1 HDPE PIPE
P3
SYMBOL
VY
DUCTILE IRON, UNLINED
VERTICAL TURBINE
PUMP
SPECIFICATIONS
SUBMERSIBLE PUMP
CENTRIFUGAL PUMP
CAP/PLUG
IN INCHES
BLIND FLANGE
MECHANICAL COUPLING
FLOOR DRAIN
VALVE IDENTIFICATION
VALVE SIZE
VALVE TYPE, SEE
(CENTRIFUGAL)
PIPING SPECIFICATION
1. PIPE SIZE IS IN INCHES.
4-D1
(XXX)
NONEPIPE
NOTES:
PIPE SIZE
PIPE MATERIAL IDENTIFICATION
OPTIONAL
DESIGNATION
NONE
NONE
FES
DIAPHRAGM
MOTOR
PVC
TAPER PIPE THREAD
FLARED END SECTION
M
PIPING IDENTIFICATION
DUCTILE IRON, WITH SPECIAL LINING
DUCTILE IRON, BURIED SERVICE
6 VA
FEJ FLEXIBLE EXPANSION JOINT
POLYVINYL CHLORIDE PIPE
C900/C905 PVC
PMP
DUCTILE IRON PIPEDI
PUMP
LOWER EXPLOSIVE LIMIT
STAINLESS STEELSS
REMOTE TERMINAL UNITRTU
LEL
F2
D1
CARBON STEEL, SCHEDULE 80
R1 REINFORCED CONCRETE, BURIED SERVICE
P1
D2
VG
VC
BUTTERFLY
D3
F1
DESIGNATION
G1
GALVANIZED STEEL, SCHEDULE 80
DUCTILE IRON, ABOVE GRADE SERVICE
PVC, SCHEDULE 40
PVC, SCHEDULE 80
EQUIPMENT IDENTIFICATION
GALVANIZED STEEL, SCHEDULE 40
P2
G2
CARBON STEEL, SCHEDULE 40
EQUIPMENT
N
PLC(S)
WP
MAX
MIN
MJ
TYP
STL
HYDROGEN ION CONCENTRATION
AMERICAN NATIONAL STANDARD
WALL PIPE
TYPE
Z
MFG
TOTAL SUSPENDED SOLIDSTSS
AC
CAST IRON SOIL PIPE
PLC/COMPUTER COMMUNICATION SIGNAL
OXIDATION REDUCTION POTENTIAL
NPT
PS
PE
MCC
pH
MH
SCH SCHEDULE
NUMBER
PLACE OR PLACES
C
MAXIMUM
PIPE SLEEVE
PLAIN END
MECHANICAL JOINT
MOTOR CONTROL CENTER
MANUFACTURER
TORQUE, NORTH
MANHOLE
MINIMUM
EL
IN
FT
FLG
NO
STEEL
TYPICAL
DWG
DC
O
E
INV
GALV
DO
BIOCHEMICAL OXYGEN DEMAND
AVE
INFLUENT MANHOLE
DISSOLVED OXYGEN
DIAMETER
AVERAGE
IPS
FOOT, FEET
GALVANIZED
BOP
INFLUENT PUMP STATION
BOTTOM OF PIPE
ELEVATION
DIRECT CURRENT
SYMBOL
UNION
TYPE
FLANGED CONNECTION
FOB = FLAT SIDE ON
BOTTOM
CONCENTRIC REDUCER
BOTTOM
GENERAL ABBREVIATIONS
IMH
PIPING & PIPING EQUIPMENT SYMBOLS
FOB
BALL
PNEUMATIC LINE
P & ID LINE LEGEND
D = DEVICENET
CAPILLARY LINE
PRIMARY PROCESS PIPING/FLOW
SKID/VENDOR PACKAGE BOUNDARY
MG/L MILLIGRAMS PER LITER
MILLION GALLONS PER DAY
CISP
MGD
ORP
BOD
E = ETHERNET
ALTERNATING CURRENT
CENTERLINE
INCH(S)
BOT
DRAWING
EAST
INVERT
SOFTWARE COMMUNICATION
C = CONTROLNET
P = PROFIBUS
FLANGE
INSTRUMENTATION (ANALOG, DISCRETE
OR NETWORK SIGNAL)
RELEASE VALVE
AIR/VAC
S H
T
O F
P
ID
DI-101
BDRXXXXX
PUMP STATION
EQUIPMENT
SEQUENCE NUMBER
PM
PM
SP
MP
SP
EQUIPMENT
TYPE
TYPE (SEE BELOW)
SUMP PUMP
SG SLUICE GATE
NUMBER (BDR2 OR BDR3)
MAIN PUMP
LEVEL ELEMENT EQUIPMENT
ULTRASONIC LEVEL SENSOR
LEVEL SENSOR
SUBMERSIBLE PRESSURE
FLOAT LEVEL SENSOR
SOLENOID VALVE OPERATOR
S
UNLESS STATED OTHERWISE ON THE DRAWING.
SPECIFICATION AS THE LINE THEY ARE IN
VALVES ARE THE SAME SIZE AND
NOTE:
S Y
M B
O L S A
N D D
E S
IG
N A
T
IO
N
LE3
BDR2
LS
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
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
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G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
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F T
H E R
A R
IT
A N R
IV
E R
G R
E E
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
D I1
.D
G
J
W
S Y
M B
O L S A
N D D
E S
IG
N A
T
IO
N S
S H
T O
F
INSTRUMENT IDENTIFICATION
EXAMPLE SYMBOLS
P&ID ABBREVIATION MATRIX - ISA STANDARDS
120 VACPOWER SUPPLY
*= 24VDC
X = NUMBER
PANEL MOUNTED DEVICE
PLC INTERFACE
FIELD DEVICE ELECTRICAL
COMPUTER OR SCADA FUNCTION
PLC INFORMATION
X = PLC NO.
AIR SUPPLY
FIELD DEVICE INSTRUMENT
ES*
DISCRETE INPUT
ANALOG OUTPUT
ANALOG INPUT
PLC INTERFACE
CABLE CONNECTION
DISCRETE OUTPUT
XXX
PLC INTERLOCK
PA
NODE FUNCTION
XX
IN-LINE INSTRUMENT
MCC MOUNTED DEVICE
TYPE OR OPERATIONAL INFO (AS REQUIRED)
UNIQUE NUMBER WITHIN AREA CODE/FUNCTION CODE
TYPE OR OPERATIONAL INFO (AS REQUIRED)
O = OUTPUT
FIELD MOUNTED INSTRUMENT
AREA CODE (AS REQUIRED)
ISA INSTRUMENT FUNCTION CODE
XXX
NOTE
NOTE
PI
FI
FE
TC
D = DISCRETE
SIGNAL TYPE
HS
P#X
# = AREAA = ANALOG
I = INPUT
N = NETWORK
NOTE X
AI
S O
L E
N O
ID
C O
M P
U T
E
YHL
RSHL
P R
IM
A R
Y E
L E
M E
N T
TSHL
QSHL
ZSHL
MSHL
JSHL
KSHL
KQT
PSHL
ISHL
C O
M B
IN
A T
IO
N
LSHL
ESHL
FSHL
TDIT
BSHL
BSHL
ZDIT
DSHL
TOTALIZED TIME KQIT
FQIT
SSHL
PDIT
KQRTKQ
IN
D
IC
A T
IN
G
ZDE
HUMIDITY
QUANTITY
MULTIVARIABLE
KQE
TEMPERATURE
VIBRATION
RADIATION
POSITION/DIMENSION
SPEED/FREQUENCY
TEMPERATURE/DIFF
FLOW
WEIGHT/FORCE
GAUGE/DEVIATION
PRESSURE/VACUUM
EVENT, STATE, PRESENCE
Z ZE
V
LEVEL
W
U
ZD
ZT
VE
WE
PRESSURE/DIFF
Y
ZRT ZIT
YE
ASHL
VRT
WRT WIT
ZDT
WT
VITVT
T
Q
R RRT
TD
SE
TE
S
QE
RE
PE
TDE
P
PDEPD
SRT
LE
ME
YT
L
TRT
QRT
TDRT
MIT
TT
TDT
QIT
ST SIT
TIT
QT
MRT
PDRT
PRT
ZDRT
RIT
PDT
PT
LRT
MT
PIT
VOLTAGE
LT
ANALYSIS
CONDUCTIVITY
LIT
HAND
FLOW QUANTITY
CURRENT
RT
FLOW RATIO
POWER
TIME
DENSITY
ZDC
FQ
H
KE
BURNER
I
JEJ
FE
FF
D
FRT
IE
E
F
FFE
FE
DE
JT
EE
KRT
IRT
FQT
IITIT
JIT
K KT
DRT
ERT
KIT
BT
FT
DT
C
ET
DIT
S Y
M B
O L
EIT
BE
A
CE
YS
B
R E
C O
R D
IN
G
B L
IN
D
AE ART
BRT AIT
CRT
AT
CITCT
KQRKQRCKQC
FIT
AIT
KQI
ZDR
KQIC
JRT
ZR
WR
PDR
YR
UR
TDR
SR
MR
RR
PR
QIC QR
ZDIC
ZIC
LR
ZRCZC
WC WICWRC
YC
ZDRC
SIC
ZDCV
WCV
TR
ZCV
TIC
PDIC
TDIC
PRC PIC
LIC
TDC
RIC
SC
TC
MIC
TRC
RC
QRC
VR
QC
RRC
PDRC
SRC
PC
LC
SCV
PDC
LRC
MRCMC
PCV
TDCV
TV
TDRC
TCV
LCV
PV
PDCV
M
VI
LV
ZI
UI
SSH
YI
WI
ZDI ZDSL
ZSO* ZSC*
SI
YL
VSH VSL
RI
TI
TDI
LI
DIC
PDI
PI
QI
TSH
QSH
RSH
TSL
MI
TDSH
SSL
ZDSH
MSH
QSL
RSL
PDSL
FQIC
PDSH
PSH
LSH
JR
LSL
MSL
IR
PSL
KR
FQR
FR
R E
C O
R D
IN
G
CR
AR
TDSL
DR
BR
ER
HIC
JIC
KIC
FIC
FFIC
IIC
EIC
FI
JRC
FQRC
KC
FFRC
BC
KRC
IRC
HC
ERCEC
FC
KCV
FFC
FRC
DRC
IN
D
IC
A T
IN
G
HV
FCV
AIC
CIC
BIC
FV
AC
R E
C O
R D
IN
G
CC
ARC
B L
IN
D
BRC
CRC
DC
HS
C O
N T
R O
L V
A L V
E
V A
L V
E
KI
FFSL
FQI
JI
N O
N S
E L F -A
C T
U A
T E
D
DI
FFI
EI
FQSL
II
DL
FQSH
JSL
ISH
JSH
FFSH
S E
L F -A
C T
U A
T
KSL
ISL
KSH
ESL
FSH
DSH
L
IG
H T
ESH
FSL
DSL
FFR
CI
BI
AI
BL
G E
N E
R A
L
L O
W
C L
O S
E D
H
IG
H
O P
E N
ASH
BSH
CSH CSL
BSL
ASL
KQHKQA
ZAHZA
VA
YA
VAH
ZAL ZY
ZDY
VY
WY
YY
UY
VAL
PDAL
TDALTDA
SA
TA
RA
SAH
TAH
TDAH
RAH
PDA
PA
LA
MA
PDAH
PAH
LAH
MAH
SY
TY
TDY
QY
RY
SAL
TAL
RAL
TP
TP
PDY
PY
LY
MY
LAL
MAL
TW
PAL
PDP
LG
FY
TW
RW
PP
IAH
KA
IA
DA
LW
EA
FA
FQY
DAH
EAH
IY
IN
D
IC
A T
IN
G
JY
KY
FAH
DY
IAL
EY
DAL
KAL
EAL
FAL
KAH
R E
L A
Y
G E
N E
R A
L
CA
BA
AA
CAH
AAH
BAH
H
IG
H
O R C
O N
V E
R T
T E
S T P
O
IN
T
CY
AY
BY
L O
W
AP
BAL
CAL
W E
L L O
R P
R O
B E
FP FG
G L
A S
S
AAL
BG
AW
BW
ALARMS
V
IE
W
IN
G D
E V
IC
CONTROLLERS SWITCHES
DEVICES
READOUT
P
ID
DI-102
S = STATUS
C = CONTROL
OPTION 2 CONTRACT
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
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
IS
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U E D
A T
E
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O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
K D
IS
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P S O
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N D G
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R O
O K T
W P
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S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
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A N
A G
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E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
ETHERNET
24VDC
24VDC
DEVICENET
(TYP.)
NOTE 1
NOTE 2
480VAC
NOTE 2
NOTE 2
NOTE 2
480VAC
480VAC
480VAC
480VAC NOTE 2 480VAC
480VAC
480VAC
-J
U N -2
X X
X
G B S
E G C
-H
D I1
.D
P
ID
M
M
M
M
HS
LOR
OSC
ZSO
ZSC
YAL
FAULT
YL
OPEN
RIO
DO
CLOSE
REMOTE
CLOSED
OPEN
DI
SLUICE GATES
TYPICAL FOR 6
OC
AM
F
IE
L
LE4
LT4
LI
AI
LE2
J J
W
TRASH RACK
TO RIVER
NO. 2
MAIN PUMP
WET WELL
CHANNEL
DISCHARGE
PUMP
SUMP
24" FLAP GATE
24" FLAP GATE
NO. 6
SLUICE GATE
P U
M P S
T A
T
IO
N B
D R
NO. 1
MAIN PUMP
BDR2SG02
BDR2SG01
BDR2SG06
BDR2SP01
BDR2SG06
BDR2SG06
BDR2SG06
BDR2SG06 BDR2SG06
BDR2SG06 BDR2SG06
BDR2SG06
BDR2SG06
BDR2SG06
BDR2SG06
3-D2
4-D2 VENT
24-D2
4-D2 VENT
24-D2
DI-103
IN
T
E R
F A
C E
O P
E R
A T
O R
GATE
SLUICE
SENSOR 4
DI
HAND
AUTO
SS
BDR2SP01 BDR2SP01
BDR2SP01 BDR2SP01
BDR2SP01 BDR2SP01
BDR2SP01 BDR2SP01
OFF
STOP
DISAGR
LOGIC
DI
BDR2MP01 BDR2MP01
BDR2MP01 BDR2MP01
BDR2MP01 BDR2MP01
BDR2MP01 BDR2MP01
M
NO. 4
BDR2SG04
FLAP GATE
BDR2FG01
LT4BDR2
LT4BDR2 LT2BDR2
BDR2
M
BDR2SG03
GATE
SLUICE
NO. 5
BDR2SG05
BDR2MP02
BDR2MP01
NO. 1
SLUICE GATE
NO. 2
SLUICE GATE
NO. 3
SLUICE GATE
TSH
YS
BDR2SP01
SEAL LEAK
WINDING
TEMP
LT3
BDR2 BDR2
BDR2MP01
LT
TT
LT2
WELL)
(IN STILLING
SENSOR 2
WELL)
(IN STILLING
SENSOR 1
WELL)
(IN STILLING
SENSOR 3
ELEV RUN
RIO
DI
RIO
DI
AI
RIO
AI
RIO
ELEVELEV
LEAK
TEMP
LI
ELEV
LAH
LT3BDR2
LT3BDR2
LI
ELEV
LT1BDR2
ELEV
LT2BDR2
FAULTRUN
RVSS-MP01
"GO"
PUMP
PUMP MONITOR
MAS-811
PUMP MONITOR
MAS-801
HMI, NOTE 3
PUMP MONITOR
MAS
STATOR
SEAL
WINDING
TEMP
LEAK
ELEV
LAH
4. REFER TO OPERATIONAL DESCRIPTIONS IN SPECIFICATION 25 14 01.
PUMP MONITORING SYSTEM.
3. REFER TO PUMP SPECIFICATION 35 45 02.00 10 FOR DESCRIPTION OF
RELATED SLUICE GATE NUMBER.
SLUICE GATE NO. 6 INSTRUMENTATION TAG NUMBER WITH
SLUICE GATES. FOR SLUICE GATES OTHER THAN NO. 6, REPLACE
2. REFER TO SLUICE GATE NO. 6 FOR TYPICAL CONTROLS FOR ALL
RELATED PUMP NUMBER.
PUMP NO. 1 INSTRUMENT IDENTIFICATION TAG NUMBER WITH
TEMPERATURE. FOR MAIN PUMPS OTHER THAN NO. 1, REPLACE
MAIN PUMPS, INCLUDING HOAS, SEAL LEAKAGE, AND WINDING
1. REFER TO MAIN PUMP NO. 1 FOR TYPICAL CONTROLS FOR ALL
NOTES:
SELECT
1, 3
CHANNEL
DRAINAGE
GRAVITY
LOOP POWER
LOOP POWER
LOOP POWER
P A
N E
L
P L
C C
O N
T R
L
VT
3-AXIS
VIB.
PUMP
BEARING
MAIN
BEARING
SUPP.
LEAK
JUNCT
LEAK
STATOR
3-PH
TEMP
WINDING
HOA
BDR2MP01
RIO
DI
FAULT
CONFIRM
RUN
OI-MAN OI-MAN
CONFIRM
RUN
OI-MAN
PUMPS
TYPICAL FOR MAIN
BDR2MP01
JUNCT.
LEAK
TEMP.
BEARING
MAIN
NS
PLC
PLC
NS
WINDING
TEMP
LEAK
JUNCT.
LEAK
LEAK
TEMP.
BEARING
MAIN
DISAGREE
BDR2
BDR2
TEMP.
BEARING
SUPPORT
"SEAL" LEAK
OIL BATH
TEMP.
BEARING
SUPPORT
FVNR-SP01
HOA
3-AXIS
VIB.
PUMP
3-AXIS
VIB.
PUMP
BASIN
RETENTION
FROM
BASIN
RETENTION
FROM
OPTION 2 CONTRACT
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
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
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
O R
K
N E
W Y
O R
K
N E
W Y
O R
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U S
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M Y C
O R
P S O
F E
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SHEET OF 493
B O
R O
O F M
ID
D
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S E
X A
N D G
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E N B
R O
O K T
W P
N J
S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
ETHERNET
24VDC
24VDC
(TYP.)
NOTE 1
(TYP.)
NOTE 1
480VAC
480VAC
480VAC
480VAC
480VAC
480VAC
480VAC
480VAC
480VAC
NOTE 2
NOTE 2
NOTE 2
NOTE 2
NOTE 2
NOTE 2
480VAC
DEVICENET
-J
U N -2
X X
X
G B S
E G C
-H
D I1
.D
P
ID
M
M
M
M
F
IE
L D
M
M
J J
W
TRASH RACK
TO RIVER
BASIN
RETENTION
FROM
NO. 3
MAIN PUMP
WET WELL
CHANNEL
DISCHARGE
PUMP
SUMP
24" FLAP GATE
24" FLAP GATE
BASIN
RETENTION
FROM
NO. 7
SLUICE GATE
P U
M P S
T A
T
IO
N B
D
NO. 1
MAIN PUMP
BDR3SG04
BDR3SP01
BDR3SG07
BDR3MP01
3-D2
4-D2 VENT
24-D2
4-D2 VENT
24-D2
DI-104
M
NO. 2
MAIN PUMP
4-D2 VENT
24-D2 24" FLAP GATE
M
SENSOR 4
M
BDR3SG05
FLAP GATE
BDR3FG01
M
BDR3SG06
SLUICE GATES
TYPICAL FOR 7
LE4
LT4
DI
BDR3SG07
BDR3SG07
BDR3SG07
BDR3SG07 BDR3SG07
BDR3SG07 BDR3SG07
BDR2SG07
BDR2SG07
BDR2SG07
BDR2SG07
BDR3SP01 BDR3SP01
BDR3SP01 BDR3SP01
BDR3SP01 BDR3SP01
BDR3SP01 BDR3SP01
LOGIC YAL
BDR3MP01 BDR3MP01
BDR3MP01 BDR3MP01
BDR3MP01 BDR3MP01
BDR3MP01 BDR3MP01
LT4BDR3
LT4BDR3 LT2BDR3
TSH
SEAL LEAK
WINDING
(IN STILLING
SENSOR 1
WELL)
(IN STILLING
SENSOR 3
ELEV
LI
ELEV
LT3BDR3
LI
ELEV
LT2BDR3
BDR3MP01
FAULTRUN
RVSS-MP01
ELEV
LAH
LT1BDR3
LT1BDR3
WELL)
(IN STILLING
SENSOR 2
CHANNEL
DRAINAGE
GRAVITY
SELECT
1, 3
4. REFER TO OPERATIONAL DESCRIPTIONS IN SPECIFICATION 26 14 01.
PUMP MONITORING SYSTEM.
3. REFER TO PUMP SPECIFICATION 35 45 02.00 10 FOR DESCRIPTION OF
RELATED SLUICE GATE NUMBER.
SLUICE GATE NO. 7 INSTRUMENTATION TAG NUMBER WITH
SLUICE GATES. FOR SLUICE GATES OTHER THAN NO. 7, REPLACE
2. REFER TO SLUICE GATE NO. 7 FOR TYPICAL CONTROLS FOR ALL
RELATED PUMP NUMBER.
PUMP NO. 1 INSTRUMENT IDENTIFICATION TAG NUMBER WITH
TEMPERATURE. FOR MAIN PUMPS OTHER THAN NO. 1, REPLACE
MAIN PUMPS, INCLUDING HOAS, SEAL LEAKAGE, AND WINDING
1. REFER TO MAIN PUMP NO. 1 FOR TYPICAL CONTROLS FOR ALL
NOTES:
BDR3SG01
BDR3SG02
BDR3SG02
BDR3MP03
BDR3MP02
SLUICE GATE NO. 6
SLUICE GATE NO. 5
LOOP POWER
LOOP POWERLOOP POWER
P A
N E
L
P L
C C
O N
T R
HOA
OPEN
DI
CLOSED
DI
DI
RIO
DI
AI
RIO
AI
RIO
ELEVELEV
LEAK
"GO"
PUMP
PUMP MONITOR
MAS-811
PUMP MONITOR
MAS-801
HMI, NOTE 3
PUMP MONITOR
MAS
WINDING
TEMP
VT
DI
FAULT
CONFIRM
RUN
BDR3MP01
JUNCT.
TEMP.
BEARING
MAIN
PLC
NS
WINDING
TEMP
LEAK
JUNCT.
LEAK
LEAK
TEMP.
BEARING
MAIN
3-AXIS
VIB.
PUMP
BEARING
MAIN
BEARING
SUPP.
LEAK
JUNCT
LEAK
STATOR
3-PH
TEMP
WINDING
LT
LT
LT
TT
PUMPS
TYPICAL FOR MAIN
IN
T
E R
F A
C E
O P
E R
A T
O R
ELEV
OI-MAN OI-MAN
OI-MAN
DISAGREE
NO. 4
SLUICE GATE
NO. 1
SLUICE GATE
BDR3
BDR3 BDR3
BDR3
LE1
LT1
LE2
LT2
BDR3SP01
FVNR-SP01
HOA
3-AXIS
VIB.
PUMP
3-AXIS
VIB.
PUMP
"SEAL" LEAK
OIL BATH
TEMP.
BEARING
SUPPORT
TEMP.
BEARING
SUPPORT
NO. 3
SLUICE GATE
NO. 2
SLUICE GATE
OPTION 2 CONTRACT
L
IC
IT
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IL
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D E
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IG
N E
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Y
D E
S C
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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
D A
T E
M A
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D E
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J A
C O
B S
TANKS WITH FUEL TRANSFER PUMP.
SEE SPECIFICATIONS FOR REQUIREMENTS TO COORDINATE DIESEL FUEL 4.
BREAKER CLOSED, UTILITY POWER AVAILABLE.
GENERATOR POWER AVAILABLE, UTILITY BREAKER OPEN, UTILITY
PLC: GENERATOR BREAKER OPEN, GENERATOR BREAKER CLOSED,
THE FOLLOWING ARE THE MINIMUM SIGNALS REQUIRED TO THE MAIN 3.
INTEGRATOR FOR INCLUSION IN THE CONTROL SYSTEM.
COORDINATED WITH BETWEEN GENERATOR SUPPLIER AND SYSTEM
DISPLAY, AS APPROPRIATE. TAG INFORMATION AVAILABLE TO PLC TO BE
ENGINE MOUNTED CONTROL PANEL AND REMOTE ANNUNCIATOR
SPECIFICATION SECTION 263215.00 MUST BE AVAILABLE AT GENERATOR
STATUS, AND ELECTRICAL CHARACTERISTIC INFORMATION LISTED IN
ALL OF THE WARNINGS, SHUTDOWNS, ENGINE STATUS, ALTERNATOR 2.
SEE SPECIFICATION 25 14 01 FOR I/O LIST.1.
NOTES:
LEAK DETECTION CABLE
PANEL LP, 120VAC
PANEL PP, 480VAC
PANEL, 120VAC
LEAK DETECTION
FUEL SUPPLY
BDR#LDP
FUEL
TE
FE
TC
EIC
YE
GO
YA
HORN
(TYP. OF ALL)
SWITCHES
DOOR
BUILDING
BLDGBLDG
HORN
CONTACTS
DOOR
BLDG
SYSTEM
INTRUSION INTRUSION
UNDERGROUND PIPE
120VAC 120VAC
-J
U N -2
X X
X
G B S
E G C
-H
D I1
.D
C P
F
IE
L D
J J
W
B A
C K
U P G
E N
E R
A T
O R
S
DI-105
IN
T
E R
F A
C E
O P
E R
A T
O
BDR#ATS BDR#ATS
BDR#ATS BDR#ATS
OPEN
GEN
OPEN
UTIL
OPEN
GEN
CLOSED
GEN
AVAIL
GEN
AVAIL
GEN
CLOSED
GEN
AVAIL
UTIL
CLOSED
UTIL
EI
II
JI
BDR#MDP
KVA
KW
AMPS
VOLTS
(RED)
(GREEN)
AVAIL
UTILOC
(RED)
(GREEN)
AVAIL
UTILOC
NOTE 3
CHARGER
BATTERY
HEATER
COOLANT
ENGINE
HS E-STOP
GEN
HOA
GEN
E-STOP
REMOTE
GENERATOR SET MOUNTED CONTROL PANEL
NOTE 2
NOTE 2
NOTE 2
1 2 3
GENBDR#
BDR#ATS BDR#ATS BDR#MDP
P
ID
P U
M P S
T A
T
IO
N B
D R
A
N D B
D R
ATS - GENERATOR BREAKER
ATS - UTILITY BREAKER
FUEL TANK REMOTE ANNUNCIATOR
SILENCE
20%
LOW
95%
HIGH
98%
HIGH HIGH YAL
BDR#P1A
BDR#P1
FUEL TRANSFER PUMP - P-1
POWER
BDR#P1
BDR#P1B
P1A
FAULT
P2
AUTO/
P1/
P1B
BRKA
P1B
RUN
BDR#P1B P1A
HIGH
P1A
HIGH HOA
LOW
ESTOP
DI
RIO
HIGH
LOW
FUEL
HIGH HIGH
FUEL
HIGH HIGH
FUEL
HIGH
FUEL
LOW
FUEL
P1B
FAULT
P1B
CONFIRM
RUN
P1A
CONFIRM
RUN
P1A
FAULT
P1B
CONFIRM
RUN
P1B
FAULT
P1A
CONFIRM
RUN
P1A
FAULT
HIGH
HIGH
LOW
LOW
LOW
LOW
HIGH
HIGH
HIGH
SUB-BASE FUEL TANK, 300 GAL (NOTE 4)
HIGH (PUMP OFF)
LOW (PUMP RUN)
TNK-1
TNK-2
BDR#TNK2
P1A
BRKR
BDR#TNK1
BDR#TNK1
BDR#TNK1
BDR#TNK1
NOTE 3
LOW (PUMP OFF)
GEN BDR#TNK2
EXTERNAL FUEL TANK, 1000 GAL (NOTE 4)
GENERATOR REMOTE ANNUNCIATOR
(NOTE 2)
BDR#TNK1
BDR#TNK1
BDR#TNK1
BDR#P1A
BDR#P1A
BDR#P1B
BDR#P1B
KW
AMPS
VOLTS
AMPS VOLTS
JI
KVA
POWER MONITOR IN MDP
KWKVA
UTIL
AVAIL
UTIL
OPEN
UTIL
GENERATOR
BACKUP
PUMP STATION
REPLACE # WITH STATION NUMBER (2 OR 3)
APPLIED TO BOTH PUMP STATIONS BDR2 & BDR3.
ABOVE DIAGRAM IS SHOWN GENERALLY AND IS TO BE
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
120VAC. SEE NOTE 4
FUEL TRANSFER PUMP,
PACKAGE DUPLEX
P P
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
D A
T E
M A
R K
D E
S C
R
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F T
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
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U N -2
X X
X
G B S
E G C
-H
D I1
.D
J J
W
M
F
IE
L D
LE
BASIN
RETENSION
FROM
BROOK
TO BOUND
BASIN
RETENSION
FROM
DI-106
OPEN
DI
SGH2-2 SGH2-2
SGH2-2
SGH2-2
SGH2-2
D R
A
IN
A G
E S
T R
U C
T U
R E
S
P
ID
STOP
CLOSE
SGH2-2
SGH2-2
SGH2-2 SGH2-2
SGH2-2
SGH2-2
PLC CONTROL PANEL
P A
N E
L
P L
C C
O N
T R
LTH2-3
LTH2-3
ELEV
LTH2-1
LTH2-1
ELEV
SGH2-2 SGH2-2
SGH2-2 SGH2-2
SGH2-2 SGH2-2
OI-MAN
LIC
RIO
STOP
ELEVELEV
SGH2-2 SGH6-2
H6-2
GATE
SLUICE
H2-2
GATE
SLUICE
LOOP POWER
OPEN
DI
SGH6-2 SGH6-2
STOP
CLOSE
SGH6-2
SGH6-2
SGH6-2 SGH6-2
SGH6-2
SGH6-2
PLC CONTROL PANEL
LTH6-3
LTH6-3
ELEV ELEV
OI-MAN
LIC
SGH6-2
RIO
STOP
ELEVELEV
1 2
SGH6-2
SGH6-2
IN STILLING
SENSOR H2-3,
WELL)
IN STILLING
SENSOR H6-3,
BROOK
TO BOUND
SGH6-2 SGH6-2
SGH6-2 SGH6-2
SGH6-2 SGH6-2
FLAP GATE
H6-3FG01
FLAP GATE
H2-3FG01
IN
T
E R
F A
C E
O P
E R
A T
O R
REMOTEREMOTE
H6-3 H6-3
STRUCTURE H2-3
STRUCTURE H2-1
H2-3 H2-3
WELL)
(IN STILLING
SENSOR H2-1,
H2-1
H2-1
STRUCTURE H6-1
STRUCTURE H6-3
H6-1
H6-1
LTH6-1
LTH6-1
WELL)
(IN STILLING
SENSOR H6-1,
H2
STRUCTURE
DRAINAGE
H6
STRUCTURE
DRAINAGE
H A
N D H
OPTION 1 CONTRACT
SHEET IS IN THE
LAH LAH LAH LAH
52'-2"
5'-9"1'-0"25'-2"1'-3"16'-6"
15'-2" 10'-0"
1'-9"1'-3"16'-6"
12'-0"
2'-6"
4'-0"
3'-0"
44'-8"
SLOPE
SLOPE
EL. 30.75'
SUMP PIT
SLOPE
SLOPE
PUMP
"6"
(TYP.) (T
Y
P
1'-6"
L
L
L
7'-0"
9'-2"
WET WELL
OUTLET CHANNEL
GRAVITY
SEE NOTE 6
TRASH RACK,
1'-0"
SCALE: 3/8"=1'-0"
SEE NOTE 8
CULVERT C2,
4'-0" 1'-0"
EL. 30.75'
EL. 30.75'
1'-0"
SEE NOTE 7
RETAINING WALL,
PVC END CAP
9"
9"
9"
1'-0"
WATERSTOP,
SEE NOTE 9
WATERSTOP,
SEE NOTE 9
5'-0" MIN. (TYP.)
SEE NOTE 10
GEOTEXTILE,
DRAINAGE
UNDERDRAIN
PVC PIPE
PERFORATED
3" (TYP.)
WATERSTOP
END OF
1'-9"
BASE SLAB
O P
E N
IN
G
D
S-611
E
S-612
E
S-612
D
S-611
A
S-606, S-609
B
S-607, S-610
C
S-608
C
S-608
G
S-613
A
S-606, S-609
B
S-607, S-610
G
S-613
9"
BOTTOM PLAN
EL. 30.68'
EL. 30.90'
EL. 30.68'
EL. 30.90'
EL. 30.08'
EL. 30.08'
EL. 30.05'
EL. 30.05'
EL. 28.35'
EL. 28.35'
EL. 28.35'
LADDER TYPE 3
C ACCESS
LADDER TYPE 1
C ACCESS
LADDER TYPE 2
C ACCESS
EL. 30.18'
ELECTRICAL SHEETS
PIPE, SEE
LEVEL SENSOR
SEE NOTE 3 (TYP.)
GROUT POCKET
SLUICE GATE
SEE NOTE 3
GROUT POCKET
SLUICE GATE
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
D A
T E
M A
R K
D E
S C
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H C
O N
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T N
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S U
B -B
A S
IN
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F T
H E R
A R
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A N R
IV
E R
G R
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R O
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L O
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E M
E N
T P
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
N
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-601
.G .K
B O
T T
O M P
L A
N
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
T .M .T
SCALE:3/8"=1'-0"
2'0 4' 6'
T .M .T
RECOMMENDATIONS.
MATERIAL TO WALL CONCRETE PER MANUFACTURER'S
WRAP WALL CORNER WITH DRAINAGE GEOTEXTILE. ADHERE10.
RIBBED WATERSTOP MODEL NO. 782 OR APPROVED EQUAL.
WATERSTOP SHALL BE SIKA GREENSTREAK FLAT9.
FOR CULVERT DETAILS, SEE SHEET S-718.8.
FOR RETAINING WALL DETAILS, SEE SHEET S-622.7.
FOR TRASH RACK DETAILS, SEE SHEET S-620.6.
FOR ACCESS LADDER DETAILS, SEE SHEET S-619.5.
GATE INFORMATION, SEE SPECIFICATIONS.
SLUICE GATES NOT SHOWN FOR CLARITY. FOR SLUICE4.
AND ADJUSTED.
WITH NON-SHRINK GROUT AFTER GATES ARE INSTALLED
BY SLUICE GATE MANUFACTURER. POCKET SHALL BE FILLED
FOR INFORMATION ONLY, FINAL SIZE TO BE AS REQUIRED
GROUT POCKET DIMENSIONS FOR SLUICE GATES ARE3.
FOR BOTTOM REINFORCING PLAN, SEE SHEET S-604.2.
FOR GENERAL NOTES, SEE SHEET S-101.1.
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
D A
T E
M A
R K
D E
S C
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O
IDENTIFICATION
SHEET
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IS
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G M
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T C
H C
O N
T R
A C
T N
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S U
B -B
A S
IN
O
F T
H E R
A R
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A N R
IV
E R
G R
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
SCALE: 3/8"=1'-0"
51'-2"
5'-9"1'-0"25'-2"1'-3"16'-6" 1'-6"
15'-2" 1'-9"1'-3"16'-6"
12'-0"
44'-8"
7'-0"
2'-6"
3'-0" 7'-0"
UP
9'-10 3/4 "
9"
16'-8"
11'-1"
SEE NOTE 9
TRASH RACK,
ACCESS STAIR, SEE NOTE 7
5'-6"
SLUICE GATE STEM
6"
STEM, SEE NOTE 3
FOR SLUICE GATE
PVC PIPE SLEEVE
STEM, SEE NOTE 3
FOR SLUICE GATE
PVC PIPE SLEEVE
1'-6"
1'-3"
6"
6"
O P
E N
IN
G
O P
E N
IN
G
O P
E N
IN
G
OPENING
3'-0"
OPENING
1'-6"
STEM, SEE NOTE 3
FOR SLUICE GATE
PVC PIPE SLEEVE
5'-6" OPENING
O P
E N
IN
G
C
FOR PUMP TUBES
OPENINGS IN SLAB
L 2'-4" DIA.
FOR PUMP TUBE
OPENING IN SLAB
L 2'-4" DIA.C
SEE SHEET S-616
SOLE PLATE,
PUMP TUBE
3'-0"
C
B
A
A
SEE NOTE 8
GUARDRAIL,
SPAN (TYP.)
GRATING
(TYP.) SEE NOTE 5
GRATING PANEL ID,
(TYP.) SEE NOTE 6
GRATING HINGE,
6'-3"
C
FENCE
L SECURITY
NOTE 10
FENCE, SEE
SECURITY
SEE NOTE 6
PC. L3x2x1/4 (TYP.)
GRATING SUPPORT,
SEE NOTE 11
RETAINING WALL,
17'-0"
C
SHEETS
SEE ELECTRICAL
L LIGHT POLE,
SHEETS
SEE ELECTRICAL
FENCE (TYP.),
CHAIN LINK
L
MID LEVEL FLOOR PLAN - EL. 41.15'
6" DIA PVC SLEEVE
FENCE
END OF
SHEETS
SEE ELECTRICAL
LEVEL SENSOR PIPE,
ACCESS HATCH
OPENING FOR
ACCESS HATCH
OPENING FOR
HINGE
HATCH
ACCESS
HINGE
HATCH
ACCESS
C
S-608
C
S-608
D
S-611
E
S-612
G
S-613
G
S-613
E
S-612
D
S-611
B
S-607, S-610
B
S-607, S-610
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-602
.G .K
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
A
S-606, S-609
A
S-606, S-609
N
T .M .T
SCALE:3/8"=1'-0"
0 2' 4' 6'
T .M
L
E V
E L F
L O
O R P
L A
N E
L .1
FOR ACCESS HATCH INFORMATION, SEE SPECIFICATIONS.13.
FOR CHAIN LINK FENCE DETAILS, SEE CIVIL SHEETS.12.
FOR RETAINING WALL DETAILS, SEE SHEET S-622.11.
FOR SECURITY FENCE DETAILS, SEE SHEET S-621.10.
FOR TRASH RACK DETAILS, SEE SHEET S-620.9.
FOR GUARDRAIL DETAILS, SEE SHEET S-619.8.
FOR ACCESS STAIR DETAILS, SEE SHEETS S-617 AND S-618.7.
FOR GRATING SUPPORT AND HINGE DETAILS, SEE SHEET S-616.6.
FOR GRATING PANEL SCHEDULE, SEE SHEET S-616.5.
FOR SLUICE GATE INFORMATION, SEE SPECIFICATIONS.4.
MANUFACTURER.
SLEEVES FOR SLUICE GATE STEMS WITH SLUICE GATE
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE3.
FOR FLOOR SLAB REINFORCEMENT PLAN, SEE SHEET S-605.2.
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
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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
D A
T E
M A
R K
D E
S C
R
IP
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N
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R A
C T N
O
IDENTIFICATION
SHEET
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US Army Corps of Engineers
US Army Corps
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O N -Y
Y Y
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A N
S I
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W Y
O R
K
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W Y
O R
K
N E
W Y
O R
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P S O
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O F M
ID
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E N B
R O
O K T
W P
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S E
G M
E N
T C
H C
O N
T R
A C
T N
O
S U
B -B
A S
IN
O
F T
H E R
A R
IT
A N R
IV
E R
G R
E E
N B
R O
O K F
L O
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C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
SCALE: 3/8"=1'-0"
C
S-608
C
S-608
39'-2"
1'-9"
12'-0"
51'-2"
5'-0" 1'-6"
51'-2"
2'-9"2'-6" 3'-0"
5'-9"1'-3"
UP
UP
SEE NOTE 7
ACCESS STAIR,
GRATING
SPAN
GRATING
SPAN
GRATING
SPAN
STEM, SEE NOTE 2
FOR SLUICE GATE
PVC PIPE SLEEVE
DN
CIVIL SHEETS
FENCE, SEE
CHAIN LINK
SEE NOTE 6
STAIRS,
CONCRETE
SEE NOTE 5
PC L3x2x1/4 (TYP.)
GRATING SUPPORT,
6"
6"
6"
SEE NOTE 9
GUARDRAIL,
SEE NOTE 9
GUARDRAIL,
SLOPE
EL. 52.54'
EL. 52.54'
E
(TYP.) SEE NOTE 4
GRATING PANEL ID,
E
F
G
H
H
H
H
G
J
K
K
K
J
K
(T Y
P
SEE NOTE 8
ACCESS STAIRS,
CONCRETE
SEE NOTE 10
RETAINING WALL,
EL. 52.54'
3'-8"
17'-0"
17'-0"
SHEETS
SEE ELECTRICAL
LIGHT POLE (TYP.),
A
S-606, S-609
B
S-607,S-610
D
S-611
D
S-611
E
S-612
G
S-613
A
S-606,S-609
B
S-607,S-610
G
S-613
E
S-612
TOP LEVEL PLAN - EL. 54.25'
ELECTRICAL SHEETS
PIPE, SEE
LEVEL SENSOR
AT EL. 41.15'
MID-LEVEL FLOOR
EL. 53.25'
TOP OF WALL
EL. 48.40'
EL. 48.40'
EL. 54.25'
STRUCTURE,
TOP OF
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-603
.A .H
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
N
SCALE:3/8"=1'-0"
6'4'2'0
T .M .T
T .M
T
P L
E V
E L P
L A
N E
L .2
FOR CHAIN LINK FENCE DETAILS, SEE CIVIL SHEETS.11.
FOR RETAINING WALL DETAILS, SEE SHEET S-622.10.
FOR GUARDRAIL DETAILS, SEE SHEET S-619.9.
FOR CONCRETE ACCESS STAIR DETAILS, SEE SHEET S-618.8.
FOR ACCESS STAIR DETAILS, SEE SHEETS S-617 AND S-618.7.
FOR CONCRETE STAIR DETAILS, SEE SHEET S-617.6.
FOR GRATING SUPPORT DETAILS, SEE SHEET S-616.5.
FOR GRATING PANEL SCHEDULE, SEE SHEET S-616.4.
FOR SLUICE GATE INFORMATION, SEE SPECIFICATIONS.3.
MANUFACTURER.
SLEEVES FOR SLUICE GATE STEMS WITH SLUICE GATE
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE2.
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
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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
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U M
B E
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S
IZ
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S U
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D B
Y
P L
O T S
C A
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D A
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IDENTIFICATION
SHEET
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
#5 AT 8" MAX.
#7 AT 8" MAX.
#5 AT 8" MAX.
#5 AT 8" MAX.
#5 AT 8" MAX.
#5 AT 8" MAX.
52'-2"
5'-9" 2'-6"1'-0"25'-2"1'-3"16'-6"
32'-8"12'-0"
#9 AT 8" MAX.
#6 AT 8" MAX.
#6 AT 8" MAX.
#9 AT 6" MAX.
#6 AT 8" MAX.
#8 AT 8" MAX.
#5 AT 8" MAX.
2'-0"
#6 AT 6" MAX.
1'-9" 2'-0"
6"
1'-3"
1'-3"
1'-3"
9'-2" 4'-0" 12'-0"
7'-6"
1'-0"
6"
#5 AT 8" MAX.
#5 AT 8" MAX.
AT 8" MAX.
#5 STIRRUPS
E .F
#5 EACH FACE
#5 AT 8" MAX.
" 6
#5 EACH FACE
#5 AT 8" MAX.
"6
#5 EACH FACE
#5 EACH FACE
WATERSTOP (TYP.)
WALL FOOTING
RETAINING
1'-0"
PIPE, SEE NOTE 4
LEVEL SENSOR
MATCH HORIZ. REINF.
#5 CORNER BAR AT 8" MAX.,
(TYP.)
GROUT POCKET
SLUICE GATE
SUMP PIT
S-614
#5 AT 8"
#5 AT 8"
RECESS
TRACK RACK
BASE SLAB (TYP.)
SCALE: 1/2"=1'-0"
N
SHEET S-609
#5 E.F., SEE
ADDITIONAL
3" 3"
2-#6
2-#6
2 EQ. SPA.
8" MAX.
#5 AT
4-#6
4-#6
2 EQ. SPA.
BOTTOM WALL REINFORCING PLAN
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-604
.A .H
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
2' 4'0 1'
SCALE:1/2"=1'-0"
T .M .T
T .M
CONSTRUCTION JOINT DETAILS, SEE SHEET S-615.
FOR OPTIONAL HORIZONTAL AND VERTICAL WALL5.
CLEAR LEVEL SENSOR PIPES.
SHIFT OR BEND REINFORCEMENT AS REQUIRED TO4.
ACCESS LADDERS AND SLUICE GATES NOT SHOWN.3.
FOR INFORMATION NOT SHOWN, SEE SHEET S-601.2.
FOR GENERAL NOTES, SEE SHEET S-101.1.
NOTES:
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
B O
T T
O M W
A L L R
E
IN
F O
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IN
G P
L A
L
IC
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N N
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F
IL
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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
D A
T E
M A
R K
D E
S C
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IP
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
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A P
P R
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P S O
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A S
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IV
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
3" 3"
AT 8" MAX.
5-#5 STIRRUPS
3"3"
3"3"
3" 3"
3"
S
T
IR
R U
P S A
T
M A
X
S
T
IR
R U
P S A
T
M A
X
S E
T S O
F
S
T
IR
R U
P S A
T
M A
X
S
T
IR
R U
P S A
T
M A
X
3" 3"
3"
(T
Y P
" 2
3" T Y P
#5 TOP
AND BOTT.
6" 6"
4-#5 AT 8" MAX.
TOP AND BOTT.,
(EACH SIDE OF
OPENINGS)
#5 DOWELS SPA. WITH SLAB REINFORCING, TOP AND BOTT. UNLESS NOTED
4-#6 EQ. SPA.
TOP AND BOTT.
SIDE OF OPENING)
TOP AND BOTT (EACH
#5 AT 8" MAX.
FOR BEAM
REINFORCEMENT,
SEE DETAIL 1 ON
SHEET S-614
3"3"
3" 3"
TOP AND BOTT.
11-#5 AT 8" MAX.
3-#5 EQ. SPA. TOP
AND BOTT., (EACH
SIDE OF OPENINGS,
SEE NOTE 4)
TOP AND BOTT.
6-#5 EQ.SPA.
3" 6"
5-#5 AT 8" MAX.
TOP AND BOTT.,
(SEE NOTE 4)
4-#6 DOWELS
TOP AND BOTT.
(TYP. EACH END)
6-#5 EQ. SPA.
PVC SLEEVE FOR
GATE STEM (4
LOCATIONS, SEE
NOTE 4)
OPENING IN SLAB
(TYP.) SEE NOTE 6
4-#5 EQ. SPA.
TOP AND BOTT.
LEVEL SENSOR PIPE
(SEE NOTE 4)
#5 DOWELS SPA. WITH SLAB REINFORCING TOP AND BOTT. UNLESS NOTED (SEE NOTE 4)
TOP AND BOTT.
9-#5 EQ. SPA.
#5 AT 8" MAX.
TOP AND BOTT.,
(SEE NOTE 5)
N
SCALE: 1/2"=1'-0"
MID LEVEL FLOOR SLAB REINFORCING PLAN - EL. 41.15'
6" DIA. PVC
PIPE SLEEVE,
SEE NOTE 4
#5x4'-0" TOP AND
BOTTOM AT CORNERS
(TYP. ALL OPENINGS,
BEND AS REQUIRED)
(T
Y P
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-605
.G .K
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
T .M .T
2' 4'0 1'
SCALE:1/2"=1'-0"
T .M
L
E V
E L F
L O
O R S
L A
B R
E
IN
F O
R C
IN
G P
L A
N
ACCESS HATCHES AND GRATING COVERS NOT SHOWN.6.
TERMINATE REINFORCEMENT 3" CLEAR OF OPENINGS.5.
CLEAR SENSOR PIPES OR PIPE SLEEVES AS APPLICABLE.
SHIFT OR BEND REINFORCEMENT AS REQUIRED TO4.
SEE "BOTTOM REINFORCING PLAN" ON SHEET S-604.
FOR WALL REINFORCEMENT NOT SHOWN,3.
FOR INFORMATION NOT SHOWN, SEE SHEET S-602.2.
FOR GENERAL NOTES, SEE SHEET S-101.1.
NOTES:
OPTION 2 CONTRACT
EL. 28.35'
EL. 30.90'
EL. 28.35'
EL. 30.75'
EL. 30.75'
EL. 41.15'
EL. 30.90'
EL. 54.25'
FAR SIDE OF WALL
TOP OF SLAB
1'-0"
5'-0" 1'-6"1'-9"5'-9"1'-3"18'-2"1'-3"4'-8"11'-10"
SLOPE
6"
45'-2"
8'-3"5'-0"2'-0 1/2 "5'-2 1/4 "24'-8 1/4 "
1'-0"1'-0"
SUMP PIT
3'-0"
CONST. JT.
9"
3'-0" 7'-0"
4'-0"
OPENING
SLUICE GATE
OPENING
SLUICE GATE
6"
/4
/4
9"
ANGLE (TYP.)
SUPPORT
GRATING
SEE NOTE 6
WATERSTOP,
A
SECTION
SCALE: 3/8"=1'-0"
S-601 THRU S-603
1'-6"2'-5" 1'-6"
EL. 41.15'
SEE CIVIL SHEETS
TOP OF ASPHALT,
SEE NOTE 3
GROUT POCKET,
SLUICE GATE
CULVERT C2
EL. 27.25'
/8
EL. 44.67'
V A
R
IE
SC
C
C
EL. 49.75'
OPENINGS,
L 28" DIA. PIPE
EL. 52.08'
OPENINGS,
L 8" DIA. PIPE
S-615
SEE NOTE 11
TRASH RACK
SEE NOTE 10
GUARDRAIL
SEE NOTE 12
SECURITY FENCE,
SEE NOTE 13
PUMP TUBE,
SEE NOTE 10
GUARDRAIL
SEE NOTE 10
GUARDRAIL
BRACKET, SEE NOTE 9
L PUMP TUBE SUPPORT
NOTE 8
PLATE, SEE
COLLAR SOLE
PUMP TUBE
GRATING (TYP.)
STEEL
ANGLE (TYP.)
SUPPORT
GRATING
SHEETS
SEE ELECTRICAL
LIGHT POLE,
GRATING (TYP.)
STEEL
S O
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D E
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D
2 3
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A
B
M A
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A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
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D B
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P L
O T S
C A
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-606
.A .H
P U
M P S
T A
T
IO
N B
D R -2 W
E T W
E L L
S E
C T
IO
N
T .M .T
T .M
SCALE:3/8"=1'-0"
0 2' 4' 6'
OPTION 2 CONTRACT
SHEET IS IN THE
WORK ON THIS
FOR PUMP TUBE INFORMATION, SEE SPECIFICATIONS.13.
FOR SECURITY FENCE DETAILS, SEE SHEET S-621.12.
FOR TRASH RACK DETAILS, SEE SHEET S-62011.
FOR GUARDRAIL DETAILS, SEE SHEET S-619.10.
FOR PUMP TUBE SUPPORT BRACKET DETAIL, SEE SHEET S-616.9.
FOR PUMP TUBE COLLAR SOLE PLATE DETAIL, SEE SHEET S-616.8.
FOR GRATING SUPPORT DETAILS, SEE SHEET S-616.7.
FOR WATERSTOP INFORMATION, SEE SHEET S-601.6.
MANUFACTURER.
SLEEVES FOR SLUICE GATE STEMS WITH SLUICE GATE
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE5.
GATE INFORMATION, SEE SPECIFICATIONS.
SLUICE GATES NOT SHOWN FOR CLARITY. FOR SLUICE4.
AND ADJUSTED.
WITH NON-SHRINK GROUT AFTER GATES ARE INSTALLED
BY SLUICE GATE MANUFACTURER. POCKET SHALL BE FILLED
FOR INFORMATION ONLY, FINAL SIZE TO BE AS REQUIRED
GROUT POCKET DIMENSIONS FOR SLUICE GATES ARE3.
FOR SECTION A REINFORCING DETAILS, SEE SHEET S-609.2.
EL. 30.08'
EL. 30.05'
EL. 41.15'
9'-10 3/4 "
4'-9"14'-0" 5'-9" 1'-6"1'-0"
SLOPE
SLOPE
TOP OF WALL
AND LANDINGS
EL. 48.40'
2'-9" 1'-6"1'-6"
/4
1'-3" 1'-0"
CULVERT C2
(T
Y P
12'-0" 40'-8"
53'-2"
EL. 30.75'
1'-0"
EL. 30.75'
6"
/8
EL. 30.18'
EL. 30.05'
EL. 27.25'
OPENING
SLUICE GATE
OPENING
SLUICE GATE
WATERSTOP
(TYP. ALL AROUND)
SEE NOTE 6
1'-6"2'-5" 1'-6"
OPENING
SLUICE GATE
EL. 30.68'
SEE NOTE 3
GROUT POCKET,
SLUICE GATE
SEE NOTE 3
GROUT POCKET,
SLUICE GATE
1'-2 1/4 "
SECTION
SCALE: 3/8"=1'-0"
S-601 THRU S-603
B
EL. 52.44'
1'-0"
EL. 54.25'
STRUCTURE
TOP OF
16'-8"3'-0"5'-6"
EL. 27.55'
BEYOND
GRADE
FINISHED
S-615
C
SEE NOTE 8
GUARDRAIL
SEE NOTE 8
GUARDRAIL
SEE NOTE 9
TRASH RACK
AND NOTE 7
ELECTRICAL SHEETS
BASE PL., SEE
L LIGHT POLE
SEE SHEET S-617
STAIRS BEYOND,
CONCRETE
GRATING (TYP.)
STEEL
17'-0"
SHEETS
SEE ELECTRICAL
LIGHT POLE
SHEETS
SEE ELECTRICAL
LIGHT POLE
NOTE 9
FENCE, SEE
CHAIN LINK
NOTE 9
FENCE, SEE
CHAIN LINK
NOTE 9
FENCE, SEE
CHAIN LINK
S O
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N N
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D A
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M A
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
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T E
A P
P R
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US Army Corps of Engineers
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H C
O N
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S U
B -B
A S
IN
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F T
H E R
A R
IT
A N R
IV
E R
G R
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N B
R O
O K F
L O
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IS
K M
A N
A G
E M
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T P
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CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
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X
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E G C
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S
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S-607
.A .H
P U
M P S
T A
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N B
D R -2 W
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E L L
S E
C T
IO
N
SCALE:3/8"=1'-0"
0 2' 4' 6'
T .M .T
T .M
WORK ON THIS
CIVIL SHEETS.
FOR LIMITS AND DETAILS OF CHAIN LINK FENCE, SEE9.
FOR TRASH RACK DETAILS, SEE SHEET S-620.8.
FOR GUARDRAIL DETAILS, SEE SHEET S-619.7.
APPROVED EQUAL.
CENTERBULB WATERSTOP MODEL NO. 705 OR
WATERSTOP SHALL BE SIKA GREENSTREAK RIBBED 6.
MANUFACTURER.
SLEEVES FOR SLUICE GATE STEMS WITH SLUICE GATE
CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF PIPE5.
GATE INFORMATION, SEE SPECIFICATIONS.
SLUICE GATES NOT SHOWN FOR CLARITY. FOR SLUICE4.
AND ADJUSTED.
WITH NON-SHRINK GROUT AFTER GATES ARE INSTALLED
BY SLUICE GATE MANUFACTURER. POCKET SHALL BE FILLED
FOR INFORMATION ONLY, FINAL SIZE TO BE AS REQUIRED
GROUT POCKET DIMENSIONS FOR SLUICE GATES ARE3.
FOR SECTION B REINFORCING DETAILS, SEE SHEET S-610.2.
B
S-622
B
S-622
3" GAP
1/2" FILLED
JOINT, SEE
NOTE 2
SEE NOTE 3
GUARDRAIL,
6" PERFORATED
PVC PIPE
UNDERDRAIN
SEE CIVIL SHEETS
FOR LIMITS OF
PIPE UNDERDRAIN
GRADE
FINISHED
EL. 52.54'
LANDING
TOP OF
EL. 54.25'
EL. 30.75' EL. 30.90'
EL. 53.25'
F/L EL. 31.40'
SEE SHEET S-618
ACCESS STAIRS,
CONCRETE
A
S-622
A
S-622
C
ELEVATION
SCALE: 1/4"=1'-0"
S-601 THRU S-603
3" GAP
/8
/8
45'-2"
32'-2"13'-0"
NOTE 3
(TYP.), SEE
GUARDRAIL
6'-6"
EL. 44.67'
EL. 28.35'
51'-2"
15'-3"23'-11"12'-0"
4'-0"2'-0" 9'-3"
SHEETS
ELECTRICAL
PIPE, SEE
LEVEL SENSOR
1/2" FILLED
JOINT, SEE
NOTE 2
C
SEE CIVIL SHEETS
TOP ASPHALT,
6"
TOP OF CURB
17'-0"
LIGHT POLE (TYP.),
SEE ELECTRICAL
SHEETS
L LIGHT POLE
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
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T
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N
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2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B M
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D B
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C A
L 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
IS
S
U E D
A T
E
W P
-X
D D -M
O N -Y
Y Y
Y
A N
S I
D
N E
W Y
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N E
W Y
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N E
W Y
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K D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SHEET OF 493
B O
R O
O F M
ID
D
L E
S E
X A
N D G
R E
E N B
R O
O K T
W P
N J
S E
G M
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F T
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G R
E E
N B
R O
O K F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
CONTRACT NO. 2 - 100% SUBMITTAL - JUNE 2022
J A
C O
B S
-J
U N -2
X X
X
G B S
E G C
-H
S
F
X X .d
S-608
.G .K
P U
M P S
T A
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N B
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E L L
S E
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N
T .M .T
T .M .T
30'-8"
RETAI…
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