W912P613B0002_Dispersal_Barrier_1B_InWater_Solicitation_Plans.pdf
PDF 15 MB Posted
- Solicitation number
- W912P6-13-B-0002
About this file
Plans
View the file
Other files
Show all 26
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ST LOUIS
SPRINGFIELD
CHICAGO
INDIANA
WISCONSIN
MICHIGAN
LAKE
IL
L I N
OI
S W
A
TE
RWAY
M I
S S
I
S
S I
P P I
R I V
E R
LOCATION
SITE
INDIANAPOLIS
ILLINOIS
40 0 40 80
SCALE IN MILESVICINITY MAP
N
LOCALITY MAP
SCALE: NTS
SITE LOCATION
SCALE: 1" = 80'-0"
20" 0 20'40'60'
FISH BARRIER 2A
ROMEOVILLE, ILLINOIS
FISH BARRIER 2B
PROPOSED BARRIER 1
LOCATION
SITE
WATER STRUCTURES
PERMANENT DISPERSAL BARRIER 1
CANAL (CSSC)
CHICAGO SANITARY AND SHIP
Solicitation: W912P6-13-B-0002
JUNE 21, 2013
A
B
D
C
S O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
G01
C O
V E
R S
H E
E T
D M L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
G
SHEET INDEX
IN-WATER CONTRACT
SHEET TITLE
GENERAL
G01 COVER SHEET
G02 GENERAL NOTES & INDEX
G03 GENERAL SITE LAYOUT
CIVIL
C01 BORING LOCATIONS
C02 BORE HOLE SECTION
C03 BORE HOLE SECTION
ELECTRICAL
E01 ELECTRODES & PARASITICS LAYOUT
E02
ACTIVE ELECTRODES
CROSS SECTIONS @ PARASITICS &
E03
WIRING CONNECTION
ACTIVE / PARASITIC ELECTRODE
E04
ELECTRODE WIRING LAYOUT (BH01 THRU BH03)
TEMPORARY WIRING SUPPORT &
E05
ELECTRODE SECTIONS
BORE HOLE (BH01) THRU (BH03)
E06
PARASITIC SECTIONS
BORE HOLE (BH04) & (BH05)
PROJECT DURATION.
TEMPORARY AND PERMANENT ROADWAY WILL BE USED BY OTHERS DURING THE
TRAFFIC DURING THE CONSTRUCTION DURATION OF THE PROJECT. BOTH
CONTRACTOR SHALL PROVIDE AT LEAST ONE OPEN LANE FOR TWO WAY TRUCK 10.
ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.
CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT 9.
WORK LIMITS AND FENCE LINE.
SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF 8.
EXISTING AT THAT TIME. ACTUAL CONDITIONS MAY VARY.
THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION REPRESENTS CONDITIONS 7.
AND AROUND THE CANAL.
DURING CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE WORKING IN
CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE 6.
MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.
ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 5.
WORK LIMITS AND FENCE LINE.
SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF 4.
THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.3.
VERTICAL DATUMS.
SEE SHEET G-03 FOR MORE INFORMATION ABOUT SURVEY HORIZONTAL AND 2.
DOCUMENT "CHICAGO SANITARY AND SHIP CANAL FISH BARRIER 1: SPECIFICATIONS".
FOR MATERIAL AND INSTALLATION SPECIFICATIONS REFER TO THE SEPARATE 1.
GENERAL NOTES
STRUCTURAL
S01 ELECTRODE & PARASITIC SLEEPER LAYOUT
S02 ELECTRODE & PARASITIC CONCRETE SLEEPERS
S03
BURIED CONDUIT
PARASITIC CONTROL CABINET SLAB &
S O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
G02
S H
E E
T I
N D
E X
G E
N E
R A
L N
O T
S
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
G
O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
C
N
GENERAL SITE LAYOUT
SCALE: 1" = 30'-0"
10' 0 10' 20' 30'
EXISTING SERVICE ROAD
SITE LOCATION (N.I.C.)
PROPOSED BUILDING
FISH BARRIER 2A & 2B BARRIER
DEMONSTRATION
EXISTING POWER POLES
WESTERN EDGE OF CANAL
EASTERN EDGE OF CANAL
SEE SHEET S02 (N.I.C.-FUTURE)
PARASITIC CONDUIT RACEWAY
SEE SHEET E01 FOR LAYOUT
STEEL ACTIVE ELECTRODE
SEE SHEET E01 FOR LAYOUT
STEEL PARASITIC ELECTRODE
SEE SHEET E01 FOR LAYOUT
STEEL PARASITIC ELECTRODE
SEE SHEET S03 (N.I.C.-FUTURE)
PARASITIC CONTROL CABINET SLAB
(N.I.C.-FUTURE)
SEE DETAIL 1/S03
PARASITIC CONTROL CABINET
SEE SHEET C01
EXISTING BORE HOLE
(N.I.C.-FUTURE)
SEE DETAIL 4/S02
PARASITIC ACCESS VAULT
SEE SHEET C01
EXISTING BOREHOLE
SEE SHEET C01
EXISTING BOREHOLE
SEE SHEET C01
EXISTING BORE HOLE
SEE SHEET C01
EXISTING BORE HOLE
WL01 WL02
WL03 WL04
/ STAGING AREA
EXTENT OF WORK LIMITS
FACE OF CANAL
FACE OF CANAL
40'90'
EXTENT OF WORK LIMITS
MARK
IL. EAST NAD83 STATEPLANE COORDINATES
NORTHING EASTING
WL01 N 1,812,675.13' E 1,058,687.62'
WL02 N 1,813,211.40' E 1,058,728.49'
WL03 N 1,812,640.60' E 1,059,140.53'
WL04 N 1,813,176.88' E 1,059,181.41'
(N.I.C.-FUTURE)
WIDE ELECTRODE
(N.I.C.-FUTURE)
WIDE ELECTRODE
G03
G E
N E
R A
L S
IT
E L
A Y
O U
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
G
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
C
N
BORING LOCATIONS
SCALE: 1" = 20'-0"
10' 0 10' 20' 30'
SITE LOCATION (N.I.C.)
PROPOSED BUILDING
SITE LOCATIONS
MARK
IL. EAST NAD83 STATEPLANE COORDINATES
GRADE
FINISHED
DESCRIPTION NOTES
NORTHING EASTING
BH01 N 1,812,844.05' E 1,059,079.32' -
(ACTIVE ELECTRODE WIRING)
SLEEVED 18" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH02 N 1,812,939.77' E 1,059,086.62' -
(ACTIVE ELECTRODE WIRING)
SLEEVED 18" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH03 N 1,813,035.50' E 1,059,093.91' -
(ACTIVE ELECTRODE WIRING)
SLEEVED 18" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH04 N 1,812,763.92' E 1,058,876.87' -
(PARASITIC ELECTRODE WIRING)
SLEEVED 8" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH05 N 1,813,144.80' E 1,058,905.91' -
(PARASITIC ELECTRODE WIRING)
SLEEVED 8" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH01
BH02 BH03
WESTERN EDGE OF CANAL
EASTERN EDGE OF CANAL
C03
C02
* MEASURED AT THE BOTTOM OF ACCESS PITS (SEE SHEET C02 & C03)
BH04 BH05
SEE SHEET S02 (N.I.C.-FUTURE)
PARASITIC CONDUIT RACEWAY
SEE DETAIL 1/S03 (N.I.C.-FUTURE)
PARASITIC CONTROL CABINET
(N.I.C.-FUTURE)
VAULT SEE DETAIL 4/S02
PARASITIC ACCESS
7'-0"
7'-0"
7'-0"
(N.I.C.-FUTURE)
WIDE ELECTRODE
(N.I.C.-FUTURE)
WIDE ELECTRODE
S O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
C01
B O
R
IN
G L
O C
A T
IO
N
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
C
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
(BH04 & BH05)PARASITIC BORE HOLE SECTION
SCALE: 3/8" = 1'-0"
ELEV: 550'
WORK POINT
BOREHOLE (8" ID)
EXISTING SLEEVED
MINIMUM WATER (ELEV: 569')
ORDINARY (HIGH) WATER (ELEV: 579')
33 D
EG.
BORE HOLE
CENTER OF
(N.I.C.-FUTURE)
PARASITIC CONTROL CABINET
(ELEV: 583.75' APPROX.)
TOP OF CANAL BANK
12" 0 1' 2' 3'
19'-0" APPROX.
(ELEV: 585.25' APPROX.)
PROPOSED TOP OF SLAB
C02
B O
R E H
O L E S
E C
T
IO
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
C
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
(BH01 AND BH02)ELECTRODE BORE HOLE SECTION
SCALE: 3/8" = 1'-0"
MINIMUM WATER (ELEV: 569')
ORDINARY (HIGH) WATER (ELEV: 579')
BY U.S. ARMY CORPS OF ENGINEERS
PROPOSED CONTROL BUILDING (N.I.C.)
BORE HOLE
CENTER OF
BOREHOLE (18" ID)
EXISTING SLEEVED
ELEV: 550'
WORK POINT
EXISTING GRADE
12" 0 1' 2' 3'
CABLE BUNDLE
ELECTRODE
OF SLAB AND PATCH FLUSH.
OF WIRES TO EQUIPMENT, CUT OFF THE RACKS TWO INCHES BELOW THE TOP
AFTER COMPLETION OF THE BUILDING, AND IN COORDINATION WITH CONNECTION9.
OF THE RACKS, INCORPORATING BLOCKOUTS FOR FUTURE CUTTING & PATCHING.
PROTECT THE WIRES & POUR THE BUILDING SLAB, EMBEDDING THE BOTTOM PART8.
CONSTRUCTION CONTRACT
TO THE RACKS IN SEQUENCE (AS SHOWN ON SHEET E04).
PULL THE WIRES AS ELECTRODES ARE INSTALLED, AND FASTEN THEM7.
CONSTRUCT TEMPORARY WIRE SUPPORT RACKS (SEE SHEET E04)6.
BEFORE PULLING ELECTRICAL WIRES, REMOVE THE VAULT COVER.5.
INSTALL VAULT COVER TO PROTECT BOREHOLE.4.
INSTALL ACCESS VAULT.3.
IN-WATER CONTRACT
DRILL BOREHOLE AND INSTALL LINER (COMPLETED BY OTHERS)2.
GRADE SURFACE TO ELEV. 586.5' (COMPLETED BY OTHERS).1.
BOREHOLE CONTRACT
SEQUENCE
(SEE DETAIL 3/S02)
HOLE ACCESS VAULT
ELECTRODE BORE
26 DEG.
SURFACE (FINAL ELEV: 550')
BOTTOM BY BREAKING THE WATER
BUT NOT REMOVED FROM THE CANAL
OBSTRUCTIONS SHALL BE RELOCATED
(N.I.C.-FUTURE)
(ELEV: 588.5' APPROX.)
TOP OF SLAB
C03
B O
R E H
O L E S
E C
T
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
C
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
C
N
ELECTRODES & PARASITICS LAYOUT
SCALE: 1" = 20'-0"
10' 0 10' 20' 30'
BORE HOLE (BH01)
EXISTING
BORE HOLE (BH02)
EXISTING
BORE HOLE (BH03)
EXISTING
BOREHOLE (BH04)
EXISTING
BOREHOLE (BH05)
EXISTING
E02
E02
E05
E05
E05
E06
WESTERN EDGE OF CANAL
EASTERN EDGE OF CANAL
CENTER LINE OF BORE HOLES AS SHOWN ON E04 & E05.
ELECTRODE LOCATIONS ARE DIMENSIONED FROM THE 2.
EACH OTHER & PERPENDICULAR TO EASTERN CANAL WALL.
ALL ELECTRODE (ACTIVE & PARASITIC) ARE PARALLEL TO 1.
NOTES:
E06
(N.I.C.-FUTURE)
PARASITIC CONDUIT RACEWAY
(N.I.C-FUTURE)
WIDE ELECTRODE
(N.I.C-FUTURE)
WIDE ELECTRODE
S O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
E01
E L E
C T
R O
D E
S P
A R
A S
IT
IC
S L
A Y
O
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
CROSS SECTION @ PARASITIC ELECTRODES
SCALE: 1/8" = 1'-0"
ELEV: 550' APPROX.
BOTTOM OF CANAL
(SEE S01 FOR LAYOUT)
PARASITIC SLEEPER
SEE 1/E05 FOR LAYOUT
PARASITIC ELECTRODE
CROSS SECTION @ ACTIVE ELECTRODES
SCALE: 1/8" = 1'-0"
WATER (ELEV: 579')
ORDINARY (HIGH)
IN SPECIFICATIONS (FINAL ELEV: 550')
RELOCATE OBSTRUCTIONS AS NOTED
(ELEV: 588.5' APPROX.)
TOP OF SLAB
BY U.S. ARMY CORPS OF ENGINEERS
PROPOSED CONTROL BUILDING (N.I.C.)
(SEE 1/E03)
NEAR WALL CONNECTION
PARASITIC WIRE
(N.I.C.-FUTURE)
PARASITIC CONTROL CABINET
(ELEV: 583.75' APPROX.)
TOP OF CANAL
ELEV: 550' APPROX.
BOTTOM OF CANAL(SEE S01 FOR LAYOUT)
ELECTRODE SLEEPER
SEE 1/E04 FOR LAYOUT
ACTIVE ELECTRODE
(SEE 1/E03)
NEAR WALL CONNECTION
ELECTRODE WIRE
(ELEV: 588.5' APPROX.)
TOP OF SLAB
BY U.S. ARMY CORPS OF ENGINEERS
PROPOSED CONTROL BUILDING (N.I.C.)
WATER (ELEV: 579')
ORDINARY (HIGH)
(ELEV: 583.75' APPROX.)
TOP OF CANAL
(ACTIVE ELECTRODES)
8' PIGTAIL
(PARASITIC)
3' PIGTAIL
10' 0 10' 20'
10' 0 10' 20'
(SEE 1/E03)
FAR WALL CONNECTION
PARASITIC WIRE
LABELS RETROACTIVELY.)
IN-WATER SURVEY BY CONTRACTOR TO GENERATE ACCURATE
NEAR WALL / FAR WALL DESIGNATION WILL REQUIRE AN
(FAILURE TO PROPERLY LABEL EACH CABLE INCLUSIVE OF
END (NEAR WALL / FAR WALL) THE CABLE IS CONNECTED.
MANNER DESIGNATING TO WHICH ELECTRODE AND TO WHICH
EACH CABLE MUST BE UNIQUELY LABELED IN A PERMANENT
ELECTRODE PIGTAILS NOTE:
(SEE 1/E03)
FAR WALL CONNECTION
ELECTRODE WIRE
E02
C R
O S
S S
E C
T
IO
N S P
A R
A S
IT
IC
A C
T
IV
E E
L E
C T
R O
D
L C D
M
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
ACTIVE / PARASITIC ELECTRODE CABLE CONNECTION
SCALE: 2" = 1'-0"
ACTIVE / PARASITIC ELECTRODE THREADED HOLE PATTERN AT CABLE CONNECTIONS
SCALE: 2" = 1'-0"
CONNECTION AT FAR END CONNECTION AT NEAR END
(4) 1/4-20 UNC 3/4"
7/16" DIA. X 90 DEG.
(10) 3/8-16 UNC 3/4"(2) 3/8-16 UNC 5/8"
5/8"
2 3/8"
5 3/4"
11 1/2"
1'-2 1/2"
1'-6 1/2"
2'-2"
2'-3 1/2"3'-1"
/4
/4
HEX CAP S.S.
(4)-SCREW,1/4-20 x 3"
(BASE PLATE)
1.25"x4"x21.5"
1.25" UHMWP.
(CLAMP PLATE)
1/4" GFRP 4 HOLES
(CLAMP BLOCK)
1.25"x4"x8"
1.25" UHMWP.
(2) HOLE ILSCO CLND-250-38-134
COMPRESSION LUG 250MCM
AND LOCK WASHER 318 S.S.
(2) 3/8-16 x 1" BOLT, WASHER
DP 5 W5 S.S.
(2)-COVER PLATE STAUFF,
VENT
FILL
3/4"4 11/16"
(4) 1/4-20 UNC 3/4"
7/16" DIA. X 90 DEG.
(10) 3/8-16 UNC 3/4"(2) 3/8-16 UNC 5/8"
5/8"
2 3/8"
5 3/4"
11 1/2"
1'-2 1/2"
1'-6 1/2"
2'-2"
2'-3 1/2"
/4
/4
5'-3"
CABLE TO ELECTRODE ATTACHMENT PROCEDURE
OPERATIONS 2-4 MAY BE COMPLETED PRIOR TO DELIVERY OF ELECTRODE MATERIAL AND FLASH WELDING OF1.
COMPLETE ELECTRODE
DRILL AND TAP 10 LOCATIONS FOR 3/8-16 SS CAP SCREWS. SEE SH3.2.
DRILL AND TAP 2 LOCATIONS FOR 3/8-16 BOLTS THAT ATTACH COMPRESSION LUG. SEE SH3.3.
DRILL AND TAP 4 LOCATIONS FOR 1/4-20 BOLTS THAT ATTACH CABLE CLAMPS. SEE SH3.4.
FOLLOWING OPERATIONS MUST BE PERFORMED IN AN ENCLOSED WEATHERPROOF AREA WHICH MAINTAINS5.
ADHESIVE, WORKPIECE AND WORKAREA AMBIENT TEMPERATURE OF 60 DEGREES F OR HIGHER UNTIL ASSEMBLY IS
COMPLETE.
STRIP CABLE INSULATION APPROX 6 7/8IN AND CRIMP COMPRESSION LUG SECURELY TO END OF CONDUCTOR. BEAD6.
BLAST EXPOSED CONDUCTOR AND LUG WITH #100ALOX OR EQUIVALENT. THOROUGHLY SCUFF END OF CABLE
INSULATION FOR 20IN WITH 100GRIT SANDPAPER. THOROUGHLY CLEAN EXPOSED CONDUCTOR, COMPRESSION LUG
AND ABRADED AREA OF INSULATION WITH ALCOHOL
VERIFY THAT WORK AREA OF ELECTRODE IS LEVEL WITHIN 2 DEGREES. GRIND ELECTRODE SURFACE AREA THAT WILL7.
RECEIVE BASE PLATE AND CABLE CLAMPS TO REMOVE ANY EXISTING FINISH. THOROUGHLY CLEAN AND DEGREASE
ANY OIL, DIRT AND RUST FROM THIS AREA OF ELECTRODE. CLEAN WITH ALCOHOL.
ENSURE THAT BASE PLATE,TOP PLATE,CLAMP BLOCK,ALL FASTENERS, CABLE CLAMPS AND CLAMP COVER PLATES8.
HAVE BEEN BEAD BLASTED WITH #100ALOX OR EQUIVALENT AND THOROUGHLY CLEANED. DEGREASE WITH
ALCOHOL.
INSTALL BASE PLATE, CABLE, TOP PLATE, CLAMP BLOCK, CABLE CLAMPS AND ALL FASTENERS. DO NOT TIGHTEN9.
FASTENERS. ENSURE THAT CABLE JACKET OVERHANGS INTERNAL EDGE OF BASE PLATE BY AT LEAST 1/2IN.
KEEP INTERNAL CAVITY FORMED BY BASE PLATE AND TOP PLATE FREE OF ANY DEBRIS AND MOISTURE DURING THE10.
ENTIRE PROCESS. ENSURE THAT ALL TOOLS WHICH CONTACT FASTENERS ARE THOROUGHLY CLEANED AND
DEGREASED AND DO NOT CONTAMINATE FASTENERS.
TIGHTEN (2) 3/8 BOLTS AT COMPRESSION LUG TO 18FTLB. MAINTAIN LUG ALIGNMENT WITH ELECTRODE.11.
TIGHTEN (6) 3/8-16 SOCKET HEAD CAP SCREWS AT TOP PLATE 10-12FTLB FOLLOWED BY (4) 3/8-16 SOCKET HEAD CAP12.
SCREWS AT CLAMP BLOCK 10-12FTLB. MAINTAIN ALIGNMENT OF COMPONENTS WITH ELECTRODE
TIGHTEN (4) 1/4-20 BOLTS AT CABLE CLAMPS 4-5 FTLB.13.
SEAL ALL EXTERNAL JOINTS BETWEEN ELECTRODE,BASE PLATE,TOP PLATE,CLAMP BLOCK AND CABLE WITH SILICONE14.
ADHESIVE SUFFICIENT TO RETAIN ANY LEAKAGE DURING FILLING OF INTERNAL CAVITIES. DO NOT ALLOW SILICONE TO
INTRUDE INTO GAPS FARTHER THAN 1/4". ALLOW SILICONE TO CURE COMPLETELY PER MANUFACTURER'S
INSTRUCTIONS.
CLEAN ALL EXPOSED FASTENER HEADS, TOP PLATE, CLAMP BLOCK, CAVITY, COMPRESSION LUG, EXPOSED CABLE15.
AND CABLE CLAMP ASSEMBLIES WITH ALCOHOL AND ALLOW TO DRY. KEEP ASSEMBLY FREE OF MOISTURE AND
CONDENSATION PRIOR TO AND DURING ADDITION OF ADHESIVE
FOLLOWING MANUFACTURERS INSTRUCTIONS FOR PREPARATION AND APPLICATION MIX TWO PART RELTEK B-482TH16.
EPOXY USING BEST PRACTICES TO MINIMIZE GAS ENTRAPMENT IN ADHESIVE. APPROXIMATELY ONE QUART OF
ADHESIVE WILL BE REQUIRED PER ASSEMBLY INCLUDING COVERAGE OF CABLE CLAMPS.
POURING SLOWLY TO AVOID GAS ENTRAPMENT, FILL INTERNAL CAVITY, ALL FASTENER COUNTERBORES AT TOP PLATE17.
AND CLAMP BLOCK INCLUDING A 1 INCH DIAMETER SURROUNDING AREA AND FILL HOLES AT CLAMP BLOCK WITH
RELTEK EPOXY UNTIL INTERNAL CAVITY IS COMPLETELY FILLED AND EPOXY IS VISIBLE AT VENT AND FILL HOLES. VERIFY
THAT NO LEAKS ARE PRESENT AT ANY EXTERNAL JOINTS. BRUSH ON OR OTHERWISE COMPLETELY COAT CABLE
CLAMPS, TOP PLATES AND FASTENERS WITH EPOXY ENSURING SEALING BETWEEN CLAMP BLOCK HALVES. CONTINUE
TO ADD EPOXY ADHESIVE AS NECESSARY TO MAINTAIN FULL LEVEL AT CAVITY WHILE EPOXY REMAINS LIQUID.
ALLOW COMPLETED ASSEMBLY TO REMAIN UNDISTURBED UNTIL EPOXY HAS CURED FOR 24 HOURS.18.
(TOP PLATE)
1.25"x4"x13.5"
1.25" UHMWP.
McMASTER PART 92185A635 or EQUIV.
SOCKET HEAD CAP S.S.
(10)-SCREW, 3/8-16 x 2 3/4"
STAUFF 5 32PP
(2)-CABLE CLAMP
3'-0"
NEAR END
1 1/2"
3'-7"1'-9 1/2"
FAR END
3'-0" 1'-9 1/2" 5 1/2" 1 1/2"
CENTER OF ELECTRODE
(SEE SHEET E01 FOR LAYOUT)
ELECTRODE / PARASITIC
5"x5" WELDABLE STEEL
(SEE SHEET E01 FOR LAYOUT)
ELECTRODE / PARASITIC
5"x5" WELDABLE STEEL
E03
A C
T
IV
E P
A R
A S
IT
IC
E
L E
C T
R O
D E
W
IR
IN
G C
O N
N E
C T
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
TEMPORARY WIRING SUPPORT RACK (EXAMPLE)
SCALE: NTS
ELECTRODE WIRING LAYOUT & INSTALLATION PROCEDURES
SCALE: NTS
e18CF (REF.)
e01CF (REF.)
e09AN (REF.)
e10AN (REF.)
e0 9D
F e0 9D
N e0 9C
F e0 9C
N e0 9B
F e0 9B
N e0 9A
F e0 9A
N e1
0D F e1 0D
N e1 0C
F e1 0C
N e1 0B
F e1 0B
N e1 0A
F e1 0A
N e0 2N e0 2F e0 1A
N e0 1A
F e0 1B
N e0 1B
F e0 1C
N e0 1C
F e14A F e14A Ne13Fe13Ne12Fe12Ne11Fe11N e05A F e05A N e06Fe06Ne07Fe07Ne08Fe08N e10HF e10HN e10GF e10GN e10FF e10FN e10EF e10EN e09HF e09HN e09GF e09GN e09FF e09FN e09EF e09EN e
B N e
B F e
C N e
C F e
N e F e
N e F e
B N e
B F e
C N e
C F e
N e F e
N e F e1
7N e1 7F e1 8A
N e1 8A
F e1 8B
N e1 8B
F e1 8C
N e1 8C
F
IN
N E R R
IN
G O
U T E R R
IN
G
TEMPORARY WIRING SUPPORT RACK w/ ELECTRODE WIRING
SCALE: NTS
e2 7D
F e2 7D
N e2 7C
F e2 7C
N e2 7B
F e2 7B
N e2 7A
F e2 7A
N e2
8D F e2 8D
N e2 8C
F e2 8C
N e2 8B
F e2 8B
N e2 8A
F e2 8A
N e2 0N e2 0F e1 9A
N e1 9A
F e1 9B
N e1 9B
F e1 9C
N e1 9C
F e32A F e32A Ne31Fe31Ne30Fe30Ne29Fe29N e23A F e23A N e24Fe24Ne25Fe25Ne26Fe26N e
B N e
B F e
C N e
C F e
N e F e
N e F e
B N e
B F e
C N e
C F e
N e F e
N e F e3
5N e3 5F e3 6A
N e3 6A
F e3 6B
N e3 6B
F e3 6C
N e3 6C
F
IN
N E R R
IN
G O
U T E R R
IN
G e4 5D
F e4 5D
N e4 5C
F e4 5C
N e4 5B
F e4 5B
N e4 5A
F e4 5A
N e4
6D F e4 6D
N e4 6C
F e4 6C
N e4 6B
F e4 6B
N e4 6A
F e4 6A
N e3 8N e3 8F e3 7A
N e3 7A
F e3 7B
N e3 7B
F e3 7C
N e3 7C
F e50A F e50A Ne49Fe49Ne48Fe48Ne47Fe47N e41A F e41A N e42Fe42Ne43Fe43Ne44Fe44N e
B N e
B F e
C N e
C F e
N e F e
N e F e
B N e
B F e
C N e
C F e
N e F e
N e F e5
3N e5 3F e5 4A
N e5 4A
F e5 4B
N e5 4B
F e5 4C
N e5 4C
F
IN
N E R R
IN
G O
U T E R R
IN
G
BORE HOLE 1 (BH01) BORE HOLE 2 (BH02) BORE HOLE 3 (BH03)
e28HF e28HN e28GF e28GN e28FF e28FN e28EF e28EN e27HF e27HN e27GF e27GN e27FF e27FN e27EF e27EN e46HF e46HN e46GF e46GN e46FF e46FN e46EF e46EN e45HF e45HN e45GF e45GN e45FF e45FN e45EF e45EN
5' -1 1"
(SEE SEQUENCE ON SHEET C03)
SUPPORT WILL BE EMBEDDED INTO FUTURE BUILDING SLAB (BY OTHERS). 7.
PROVIDE 8FT OF CABLE ABOVE FINISHED FLOOR.
CABLES TO BE SECURELY TIED OFF IN ORDER SHOWN. CABLES TO BE CUT TO 6.
OF SUFFICIENT STRENGTH TO ENSURE THAT CABLES ARE SECURED IN PLACE.
INSTALLER TO CREATE TEMPORARY SUPPORT RACK SIMILAR TO THAT SHOWN AND 5.
WORKING SOUTH/CLOCKWISE RESPECTIVELY UP TO E01 ELECTRODES/CABLES.
INSTALL INNER RING OF ELECTRODES/CABLES SECOND STARTING WITH E09 AND 4.
WORKING NORTH/ CLOCKWISE RESPECTIVELY UP TO E18 ELECTRODES/CABLES.
INSTALL OUTER RING OF ELECTRODES/CABLES FIRST STARTING WITH E10 AND 3.
THE EQUIVALENT SEQUENCE APPLIES.
THE FOLLOWING SEQUENCE IS FOR BORE HOLE 1 (BH01). AT OTHER BORE HOLES 2.
SIDE (EAST) CABLE. SUFFIX "F" INDICATES FAR SIDE (WEST) CABLE.
WITHSTAND HANDLING THROUGH THE BORE HOLE. SUFFIX "N" INDICATES NEAR
ALL CABLES SHALL BE TAGGED WITH A SYSTEM SUFFICIENTLY ROBUST TO 1.
PROCEDURE NOTES:
E04
T E
M P
O R
A R
Y W
IR
E S
U P
P O
R T
E L E
C T
R O
D E W
IR
IN
G L
A Y
O U
T
(B H
T
H R
U B
H
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
BORE HOLE (BH01)
CENTERLINE OF
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
BORE HOLE (BH01) ELECTRODE SECTION
SCALE: NTS
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
BORE HOLE (BH02)
CENTERLINE OF
BORE HOLE (BH02) ELECTRODE SECTION
SCALE: NTS
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
BORE HOLE (BH03)
CENTERLINE OF
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
3 SCALE: NTS
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
e01 e02 e03 e04 e05 e06 e07 e08 e09 e10 e11 e12 e13 e14 e15 e16 e17 e18 e19 e20 e21 e22 e23 e24 e25 e26 e27 e28 e29 e30 e31 e32 e33 e34 e35 e36 e37 e38 e39 e40 e41 e42 e43 e44 e45 e46 e47 e48 e49 e50 e51 e52 e53 e54
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
ELECTRODE TABLE
MARK LAYOUT LENGTH WEIGHT (TONS)
e01 B-B 156'-0" 19.89 e02 A-A 156'-0" 6.63 e03 A-A 156'-0" 6.63 e04 A-A 156'-0" 6.63 e05 B-B 156'-0" 19.89 e06 A-A 156'-0" 6.63 e07 A-A 156'-0" 6.63 e08 A-A 156'-0" 6.63 e09 C-C 156'-0" 53.04 e10 C-C 156'-0" 53.04 e11 A-A 156'-0" 6.63 e12 A-A 156'-0" 6.63 e13 A-A 156'-0" 6.63 e14 B-B 156'-0" 19.89 e15 A-A 156'-0" 6.63 e16 A-A 156'-0" 6.63 e17 A-A 156'-0" 6.63 e18 B-B 156'-0" 19.89
5"
5" 5" 5"
5" 5" 5"
1'-8"
5"
LAYOUT A-A LAYOUT B-B
LAYOUT C-C
ELECTRODE TABLE
MARK LAYOUT LENGTH WEIGHT (TONS)
e19 B-B 156'-0" 19.89 e20 A-A 156'-0" 6.63 e21 A-A 156'-0" 6.63 e22 A-A 156'-0" 6.63 e23 B-B 156'-0" 19.89 e24 A-A 156'-0" 6.63 e25 A-A 156'-0" 6.63 e26 A-A 156'-0" 6.63 e27 C-C 156'-0" 53.04 e28 C-C 156'-0" 53.04 e29 A-A 156'-0" 6.63 e30 A-A 156'-0" 6.63 e31 A-A 156'-0" 6.63 e32 B-B 156'-0" 19.89 e33 A-A 156'-0" 6.63 e34 A-A 156'-0" 6.63 e35 A-A 156'-0" 6.63 e36 B-B 156'-0" 19.89
ELECTRODE TABLE
MARK LAYOUT LENGTH WEIGHT (TONS)
e37 B-B 156'-0" 19.89 e38 A-A 156'-0" 6.63 e39 A-A 156'-0" 6.63 e40 A-A 156'-0" 6.63 e41 B-B 156'-0" 19.89 e42 A-A 156'-0" 6.63 e43 A-A 156'-0" 6.63 e44 A-A 156'-0" 6.63 e45 C-C 156'-0" 53.04 e46 C-C 156'-0" 53.04 e47 A-A 156'-0" 6.63 e48 A-A 156'-0" 6.63 e49 A-A 156'-0" 6.63 e50 B-B 156'-0" 19.89 e51 A-A 156'-0" 6.63 e52 A-A 156'-0" 6.63 e53 A-A 156'-0" 6.63 e54 B-B 156'-0" 19.89
- SEE SPECIFICATIONS
ELECTRODES ARE 5"x5" WELDABLE STEEL
NOTE:
A A B C
A B C D
E F G H
1'-3"
BORE HOLE (BH03) ELECTRODE SECTION (N.I.C.-FUTURE)
E05
B O
R E H
O L E
B H
T H
R U
B H
E L E
C T
R O
D E S
E C
T
IO
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
BORE HOLE (BH04) PARASITIC SECTION
SCALE: NTS
ELECTRODE TABLE
MARK LAYOUT LENGTH WEIGHT (TONS)
p01 A-A 156'-0" 13.26 p02 A-A 156'-0" 13.26 p03 A-A 156'-0" 13.26 p04 A-A 156'-0" 13.26 p05 A-A 156'-0" 13.26 p06 A-A 156'-0" 13.26
5"
LAYOUT A-A
p01 p02 p03
BORE HOLE (BH04)
CENTERLINE OF
BORE HOLE (BH05) PARASITIC SECTION
SCALE: NTS
p04 p05 p06
BORE HOLE (BH05)
CENTERLINE OF
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
/2
/2
/2
/2
/2
/2
/2
/2
/2
/2
/2
/2
" 5"
A B
ELECTRODES ARE 5"x5" WELDABLE STEEL - SEE SPECIFICATIONS
NOTE:
10"
E06
B O
R E H
O L E
B H
B H
P A
R A
S
IT
IC
S
E C
T
IO
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
A
B
D
C
N
ELECTRODE & PARASITIC SLEEPER LAYOUT
SCALE: 1/16" = 1'-0"
10' 0 10' 20' 30'
BOREHOLE (BH04)
EXISTING
BOREHOLE (BH05)
EXISTING
ELECTRODE ARRAY & CANAL
CENTERLINE OF
SEE DETAIL 1/S02
PARASITIC SLEEPER
SEE DETAIL 2/S02
ELECTRODE SLEEPER
(N.I.C.-FUTURE)
CABINET SLAB SEE DETAIL 1/S03
PARASITIC CONTROL
(N.I.C.-FUTURE)
CABINET SLAB SEE DETAIL 1/S03
PARASITIC CONTROL
(N.I.C.-FUTURE)
PARASITIC CONDUIT RACEWAY
SEE DETAIL 4/S02 (N.I.C.-FUTURE)
PARASITIC ACCESS VAULT
BORE HOLE (BH03)
EXISTING
BORE HOLE (BH02)
EXISTING
BORE HOLE (BH01)
EXISTING
(N.I.C.-FUTURE)
WIDE ELECTRODE
(N.I.C.-FUTURE)
WIDE ELECTRODE
S O
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
S01
E L E
C T
R O
D E P
A R
A S
IT
IC
S L E
E P
E R L
A Y
O
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
S
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
PARASITIC CONCRETE SLEEPER
SCALE: 3/4" = 1'-0"
3" SCH. 80 PVC PIPE
(T Y
P
C L
R
ELECTRODE CONCRETE SLEEPER
SCALE: 3/4" = 1'-0"
(T Y
P
C L
R
(2)-3" SCH. 80 PVC PIPE
PLAN VIEW
ELEVATION VIEW
SECTION VIEW ELEVATION VIEW
PLAN VIEW
12" DIA. HOLE FOR ELECTRICAL CABLES
3/4" CDX PLYWOOD WITH
26" DIA. TEMPORARY COVER
ELECTRODE BORE HOLE ACCESS VAULT
SCALE: 3/4" = 1'-0" 4
ELECTRODE ACCESS VAULT (N.I.C.-FUTURE)
SCALE: 3/4" = 1'-0"
A A
B B
S02
CONCRETE RACEWAY
SCALE: 1 1/2" = 1'-0"
SECTION A-A SECTION B-B
WITH LIFTING HOLE.
1/4" CHECKER PLATE LID (GALVANIZED)
BUILDING SLAB
TOP OF
FOR PARASITIC CONDUITS
CUTOUT OPENING
RACEWAY EACH SIDE
EXTENT OF CONCRETE
TOP OF GRADE
C L
R
C L
R
4'-5"
1'-7 1/2" 1'-2" 1'-7 1/2"
17'-0"
10" 1'-7" 9 5/8" 9" 7 3/8" 9" 7 1/8" 9" 10 5/8" 1'-7" 8 7/8" 9" 7 1/8" 9" 7 3/8" 9" 9 3/4" 2'-0" 10"
/4
/4
3'-6" 10'-0" 3'-6"
2'-8" DIA.
3'-0" DIA.
3'-8" DIA.
4'-4"
1'-1 3/8" 1'-3" 1'-11 5/8"
TOP & BOTTOM
(3)-#5 EPOXY COATED
STIRRUPS
(4)-#4 EPOXY COATED
EA. SIDE
(1)-#5 EPOXY COATED
TOP & BOTTOM
(3)-#5 EPOXY COATED
STIRRUPS @ 12" O.C.
(18)-#4 EPOXY COATED
EA. SIDE
COATED
(1)-#5 EPOXY
(3)-#4 EPOXY COATED HOOPS LAPPED 16" MIN. 2" COVER
(3)-#4 EPOXY COATED Gr.60 VERTICAL (EA. SIDE)
F'c = 5000 psi
CONCRETE VAULT
16" (2" COVER)
HOOPS LAPPED
AND (3)-#4 EPOXY COATED
Gr.60 VERTICAL
(8)- #4 EPOXY COATED
F'c = 5000 psi
CONCRETE VAULT
TOP OF GRADE
6" SCH. 40 PVC CONDUIT 2" SCH. 40 PVC CONDUIT
F'c: 3000 psi (MIN.)
CONCRETE
#4 HOOPS @ 12" O.C.
(8)- #4 Gr.60
ALL AROUND
3" COVER
1'-9"
8 5/8" 6" 6 3/8"
S02
P A
R A
S
IT
IC
E
L E
C T
R O
D E
C O
N C
R E
T E S
L E
E P
E R
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
S
L
IC
IT
A T
IO
N N o
F
IL
E N
A M
E
D R
A W
N 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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
of Engineers
US Army Corps
Chicago District
P R
E P
A R
E D B
Y
V A
N C
O U
V E
R
W A
N .E S
A L
M O
N C
R E
E K A
V E
P L
O T D
A T
E
W P -1
-B -0
A N
S I
D
C K
D B
Y
W A
T E
R S
T R
U C
T U
R E
S
P E
R M
A N
E N
T D
IS
P E
R S
A L B
A R
R
IE
R I
C H
IC
A G
O S
A N
IT
A R
Y S
H
IP
C
A N
A L
C S
S C
J U
N E
PARASITIC CONTROL CABINET SLAB & BURIED CONDUIT (N.I.C.-FUTURE)
SCALE: 1" = 1'-0"
6"
/2
/2
C L
R
3'-0" 1'-0"3'-0"1'-0"
(WITH SWEEPING BENDS)
2" SCH. 40 PVC CONDUIT
PVC CONDUIT
1 1/2" SCH. 40
2/0 AWG GROUNDING WIRE
TOP OF SLAB
CUT SLEEVE FLUSH WITH
PARASITIC BORE HOLE
INSTALLING GROUNDING WIRE
TO BE BACKFIELD AFTER
12"W x 30" DP TRENCH
CONC. FOOTING
4'-11"x8'-11"x18" DP.
INTO CABINET
36" LONG PIGTAIL
12" 0 1' 2' 3'
(LOCATIONS TO BE DETEMINED)
(4)-5/8"DIA. ANCHOR BOLTS EMBEDDED 9"
CONNECT TO CONCRETE SLAB WITH
FOR PARASITIC CONTROL
1200A (SINGLE), OUTDOOR
GE BREAKMASTER LOAD INTERRUPTER SWITCH SKV,
/2
2'-3"1'-2"3'-0" 1'-0"
(WITH SWEEPING BENDS)
6" SCH. 40 PVC CONDUIT
3"
A
A
SECTION A-A
C L
R
BY OTHERS
CONTROL CABINET
S02
CONCRETE RACEWAY
/2
PER PLAN
P E
R P
L A
N
C L
R
(TOP AND BOTTOM)
@ 12" O.C. EACH WAY
#5 EPOXY COATED
S03
P A
R A
S
IT
IC
C
O N
T R
O L C
A B
IN
E T S
L A
B
B
U R
IE
D C
O N
D
IT
L
C
S L
M c
J P
K M
A S S
H O
W N
/1
/2
S
File details come from the government source that posted it. Updated .