Appendix_D_-_PB1_In-Water_Structures_As-Built.pdf
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CHICAGO DISTRICT
LEADERS IN CUSTOMER CARE
CHICAGO SANITARY AND SHIP CANAL (CSSC)
PERMANENT BARRIER I
PULSE GENERATING SYSTEM
SUPPLY & INSTALLATION FY18
Appendix D - PB1 In-Water Structures As-Built Drawings
SOLICITATION NO: W912P6-18- R-0005
Certified Final: Ready to Advertise
JUNE 14, 2018
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
CANAL FISH BARRIER 1
CHICAGO SANITARY AND SHIP
40 0 40 80
SCALE IN MILESVICINITY MAP
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
F L O
W
N
S O
L
IC
IT
A T
IO
N N o
F
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M A
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C O
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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C H
IC
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IN
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of Engineers
US Army Corps
Chicago District
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A L
M O
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G
AWARD DATE: 31 JULY 2013
AS-AWARDED CERTIFIED FINAL - W912P6-13-C-0009
J
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T R
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O C
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N /R
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O V
A L
OCTOBER 2014
RECORD DRAWINGS PREPARED BY: VIATECHNIK
CONSTRUCTED BY: E.P. DOYLE & SON, LLC.
RECORD DRAWINGS / AS-BUILTS
RECORD
STRUCTURAL
S01 ELECTRODE & PARASITIC SLEEPER LAYOUT
S02 ELECTRODE & PARASITIC CONCRETE SLEEPERS
S03
BURIED CONDUIT
PARASITIC CONTROL CABINET SLAB &
SHEET INDEX
CONSTRUCTION CONTRACT
SHEET TITLE
ELECTRICAL
E07
POWER DISTRIBUTION (ONE LINE DIAGRAM)
GENERAL ROOM LAYOUT &
E08 CONTROL / MONITORING ROOM LAYOUT
E09 CONTROL / MONITORING ROOM SECTIONS
E10 CONTROL ROOM SENSOR & CONTROLLER BOX
E11 CONTROL BLOCK DIAGRAM (ONE LINE DIAGRAM)
E12 SPANG / PULSER ROOM #1 EQUIPMENT LAYOUT
E13a
LAYOUT SECTIONS
SPANG / PULSER ROOM #1 EQUIPMENT
E13b
LAYOUT SECTIONS
SPANG / PULSER ROOM #1 EQUIPMENT
E14 SPANG / PULSER ROOM #2 EQUIPMENT LAYOUT
E15a
LAYOUT SECTIONS
SPANG / PULSER ROOM #2 EQUIPMENT
E15b
LAYOUT SECTIONS
SPANG / PULSER ROOM #2 EQUIPMENT
E16 SPANG / PULSER ROOM #3 EQUIPMENT LAYOUT
E17a
LAYOUT SECTIONS
SPANG / PULSER ROOM #3 EQUIPMENT
E17b
LAYOUT SECTIONS
SPANG / PULSER ROOM #3 EQUIPMENT
E18 EQUIPMENT SCHEDULE
E19 PULSER CONNECTION DETAILS
E20 EQUIPMENT CONNECTION DETAILS
E21 CONDUIT SCHEDULE
E22
CONDUIT LAYOUT
SPANG / PULSER ROOM #1
E23a
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #1
E23b
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #1
E24
CONDUIT LAYOUT
SPANG / PULSER ROOM #2
E25a
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #2
E25b
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #2
E26
CONDUIT LAYOUT
SPANG / PULSER ROOM #3
E27a
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #3
E27b
CONDUIT LAYOUT SECTIONS
SPANG / PULSER ROOM #3
E28 CONDUIT CONNECTION DETAILS
E29
SENSOR & CONTROL BOX
SPANG / PULSER ROOM #1
E30
SENSOR & CONTROL BOX
SPANG / PULSER ROOM #2
E31
SENSOR & CONTROL BOX
SPANG / PULSER ROOM #3
E32
(ONE LINE DIAGRAM)
PARASITIC POWER DISTRIBUTION
E33
POLARITY SWITCH (ONE LINE DIAGRAM)
ELECTRODE ELEMENT POWER DISTRIBUTION &
E34
CONTROL DIAGRAM
PATENTED ELEMENTS INTERCONNECTION
E35
(LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35a
(CONTROL ROOM & MECHANICAL ROOM LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35b
(POD ROOM #1 LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35c
(POD ROOM #1 COOLING LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35d
(POD ROOM #2 LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35e
(POD ROOM #2 COOLING LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35f
(POD ROOM #3 LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E35g
(POD ROOM #3 COOLING LAYOUT)
INTER-ROOM COMMUNICATION CONDUITS
E36
BLOCK DIAGRAM (POD ROOMS #1 THRU #3)
ELECTRODE CURRENT MONITOR
E37
EMF SHIELDING LAYOUT
SPANG / PULSER ROOM #1
E38
EMF SHIELDING LAYOUT
SPANG / PULSER ROOM #2
E39
EMF SHIELDING LAYOUT
SPANG / PULSER ROOM #3
E40 EQUIPMENT GROUNDING LAYOUT & DETAILS
E41 a-d DESIGN LOADS & CALCULATIONS
N.I.C. NOT IN CONTRACT
ABBREVIATIONS
UNAUTHORIZED PERSONNEL IS PREVENTED.
AND FENCE WITHIN THE PROJECT WORK LIMITS AS LONG AS SITE ACCESS BY
11. THE CONTRACTOR MAY TEMPORARILY RELOCATE THE PRECAST BARRIER WALL
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
SHEET INDEX
IN-WATER CONTRACT
SHEET TITLE
GENERAL
G01 COVER SHEET
G02
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)
G04 SURVEY CONTROL AND BENCHMARKS
SHEET INDEX & GENERAL NOTES
SO4 SLEEPER SCOUR PROTECTION
S O
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IDENTIFICATION
SHEET
D A
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A P
P R fiof 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
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T R
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of Engineers
US Army Corps
Chicago District
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IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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
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T R
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C H
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of Engineers
US Army Corps
Chicago District
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W P -1
-R -0
A N
S I
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C K
D B
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EXISTING POWER POLES
EXISTING SERVICE ROAD
SITE LOCATION (N.I.C.)
PROPOSED BUILDING
FACE OF CANAL
N
GENERAL SITE LAYOUT
SCALE: 1" = 30’-0"
10’ 0 10’ 20’ 30’
FISH BARRIER 2A & 2B
BARRIER
DEMONSTRATION
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 4/S02
PARASITIC ACCESS VAULT
SEE SHEET C01
EXISTING BOREHOLE
WL01 WL02
WL03 WL04
/ STAGING AREA
EXTENT OF WORK LIMITS
FACE OF CANAL
90’
REMOVED
HAVE BEEN
ELECTRODES
WIDE ARRAY
EXTENT OF WORK LIMITS
MARK
IL. EAST NAD83 STATEPLANE COORDINATES
NORTHING EASTING
WL01 N 1,812,733.02’ E 1,058,695.74’
WL02 N 1,813,204.98’ E 1,058,728.90’
WL03 N 1,812,701.13’ E 1,059,148.82’
WL04 N 1,813,173.09’ E 1,059,181.98’
57’ 2 13/16"
42’ 4 1/2"
(N.I.C.-FUTURE)
SEE DETAIL 1/S03
PARASITIC CONTROL CABINET
SEE SHEET C01
EXISTING BOREHOLE
SEE SHEET C01
EXISTING BORE HOLE
SEE SHEET C01
EXISTING BORE HOLE
DEMONSTRATION BARRIER
G03
G E
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV. ELEV.
GENERAL NOTES
MONUMENTS AE2554 AND AE2535.
ALL HORIZONTAL CONTROL POINTS ARE REFERENCED TO NGS 4.
VERTICAL DATUM (NAVD) OF 1988 (U.S. FEET).
ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN3.
(NAD) 1983 (U.S. FEET).
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE2.
COST ACCORDINGLY IN THE BID.
THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS
DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN.
REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS
2004 SURVEY PERFORMED BY BOLLINGER LACH & ASSOCIATES AND
THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A1.
PT NO. 15
PT NO. 20
PT NO. 22
1813786.14 1059164.98 582.84
1813034.85 1059094.23 588.00
1811810.63 1058019.67 600.36
BRASS USACE DISK
BRASS USACE DISK
BRASS USACE DISK
G04
S
H E
E T A
D D
E D T
O P
L A
N S
E T
REVISED RECORD
Elev. 600.36 E 1058019.67 N 1811810.63
BRASS DISK
PT. No. 22
Elev. 588.00 E 1059094.23 N 1813034.85
BRASS DISK
PT. No. 20
RAILROAD
2B BUILDING
EXISTING
DEMONSTRATION EXISTING BUILDING
Elev. 582.84 E 1059164.98 N 1813786.14
BRASS DISK
PT. No. 15
E
R
M
R
A D
2A BUILDING
EXISTING
NN
AND NO LONGER EXISTS.
A SEPARATE CONTRACT
PT.20 WAS REMOVED UNDER
NOTE:
A N
D B
E N
C H
M A
R K
S S
U R
V E
Y C
O N
T R
N
BORING LOCATIONS
SCALE: 1" = 20’-0"
10’ 0 10’ 20’ 30’
SITE LOCATION (N.I.C.)
PROPOSED BUILDING
BH01
WESTERN EDGE OF CANAL
EASTERN EDGE OF CANAL
C03
C02
* MEASURED AT THE BOTTOM OF ACCESS PITS (SEE SHEET C02 & C03)
BH04
SEE SHEET S02 (N.I.C.-FUTURE)
PARASITIC CONDUIT RACEWAY
SITE LOCATIONS
MARK
IL. EAST NAD83 STATEPLANE COORDINATES
GRADE
FINISHED
DESCRIPTION NOTES
NORTHING EASTING
BH01 -
BH02 -
BH04 N 1,812,823.82’ E 1,058,881.42’ -
BH05 N 1,813,137.45’ E 1,058,905.30’ -
(PARASITIC ELECTRODE WIRING)
SLEEVED 8" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
(PARASITIC ELECTRODE WIRING)
SLEEVED 8" ID BORE HOLE
SEPARATE CONTRACT
(NIC) TO BE COMPLETED PREVIOUSLY IN
BH03 -- - -
SEPARATE CONTRACT
(NIC) REMOVED FROM PREVIOUS
19’-0 1/2"
19’-0 1/2 "
N 1,812,906.9631’
N 1,813,024.8387’
E 1,059,086.0147’
E 1,059,095.2685’
(ACTIVE ELECTRODE WIRING)
SLEEVED 30.0" ID BORE HOLE
(ACTIVE ELECTRODE WIRING)
SLEEVED 30.0" ID BORE HOLE
VIA CHANGE ORDER
COMPLETED IN CONTRACT
VIA CHANGE ORDER
COMPLETED IN CONTRACT
BH05
SEE DETAIL 1/S03 (N.I.C.-FUTURE)
PARASITIC CONTROL CABINET
/8
/8 " 551
(N.I.C.-FUTURE)
VAULT SEE DETAIL 4/S02
PARASITIC ACCESS
BH02
S O
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IT
A T
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C A
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D A
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M A
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D E
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N
C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
IL
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RECORD
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REVISED RECORD
TOPOGRAPHIC EXHIBIT OF USACE FISH BARRIER 1 BORE HOLES
TOPOGRAPHIC SURVEY BY CEMCON, LTD. DATED 7-7-14.
E L E
C T
R O
D E P
A R
A S
IT
IC
L
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S
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U L
Y
R
E V
IS
E D I
N W
A T
E R S
T R
U T
U R
E L
O C
A T
IO
N /R
E M
O V
A
C01
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
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RECORD
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ELEV: 550’
WORK POINT
(ELEV: 585.25’ APPROX.)
TOP OF SLAB (N.I.C. - FUTURE)
(BH04 & BH05)PARASITIC BORE HOLE SECTION
SCALE: 3/8" = 1’-0"
BOREHOLE (8" ID)
EXISTING SLEEVED
MINIMUM WATER (ELEV: 569’)
ORDINARY (HIGH) WATER (ELEV: 579’)
33 D
EG.
BORE HOLE
CENTER OF
(ELEV: 585.25’ APPROX.)
TOP OF SLAB
(N.I.C.-FUTURE)
PARASITIC CONTROL CABINET
(ELEV: 583.75’ APPROX.)
TOP OF CANAL BANK
12" 0 1’ 2’ 3’
19’-0" APPROX.
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
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/1
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C
J
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REVISED RECORD
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
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RECORD
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ELEV: 550’
WORK POINT
EXISTING GRADE
THAT IT VARIES FROM SOFT SILT TO ROCK.
MATERIAL IS UNKNOWN AND ITS ASSUMED
IN SPECIFICATIONS (FINAL ELEV: 550’)
RELOCATE OBSTRUCTIONS AS NOTED
(BH01 THRU BH02)ELECTRODE BORE HOLE SECTION
SCALE: 3/8" = 1’-0"
MINIMUM WATER (ELEV: 569’)
ORDINARY (HIGH) WATER (ELEV: 579’)
12" 0 1’ 2’ 3’
32 DEG.
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
. (COMPLETED BY OTHERS)
NON-CONDUCTIVE PLASTIC AND SEAMLESS INSIDE.
DRILL BOREHOLE AND INSTALL LINER, THE LINER WILL BE 2.
GRADE SURFACE TO ELEV. 586.5’ (COMPLETED BY OTHERS).1.
BOREHOLE CONTRACT
SEQUENCE
BY U.S. ARMY CORPS OF ENGINEERS
PROPOSED CONTROL BUILDING (N.I.C.)
BORE HOLE
CENTER OF FUTURE
EXISTINT GROUND
BORING MEETS
CENTERLINE OF
SLAB N.I.C-FUTURE
(ELEV: 587.0’ APPROX.)
TOP OF SLAB
SIDE OF THIS SHEET)
(SEE DIAGRAMS LEFT
HOLE ACCESS VAULT
ELECTRODE BORE
(30" ID)
BOREHOLE
SLEEVED
(N.I.C-FUTURE)
30" I.D. HDPE VERTICAL RISER
587.0
#6 @ 12" O.C.
584.25
30" I.D. HDPE CASING (EXISTING)
APPROX. 4" THICK MUD SLAB
45 12 74 12
25"
(BH02 LOOKING NORTH)
(BH01 LOOKING NORTH)
BOREHOLE VAULT SECTION
BOREHOLE VAULT SECTION
12"
30" I.D. HDPE VERTICAL RISER
587.0
#6 @ 12" O.C.
584.25
30" I.D. HDPE CASING (EXISTING)
APPROX. 4" THICK MUD SLAB
3.5" SCH 40 PVC TYP.
2 " "
12"
47 72
24"
3.5" SCH 40 PVC TYP.
3" CL.
3" CL.
3" CL.
3" CL.
(N.I.C-FUTURE)
TERMINATIONS
BUNDLE
ELECTRODE CABLE
EQUIPMENT AND
BARRIER ELECRICAL
PULLING
FACILITATE ELECTRODE CABLE
TEMPORARY CABLE RACK AND TO
CONSTRUCTED TO SUPPORT
PORTION OF SLAB WAS
C03
B O
R E H
O L E S
E C
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J
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C
H A
N G
E I
N B
O L E
H O
L E S
L E
E V
ELECTRODES & PARASITICS LAYOUT
SCALE: 1" = 20’-0"
10’ 0 10’ 20’ 30’
BOREHOLE (BH04)
EXISTING
E02
E02
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
BOREHOLE (BH05)
EXISTING
BORE HOLE (BH02)
EXISTING
BORE HOLE (BH01)
EXISTING
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
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
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E
J
U L
Y
1 REMOVED
HAVE BEEN
ELECTRODES
WIDE ARRAY
R E
V
IS
E D I
N W
A T
E R S
T R
U T
U R
E L
O C
A T
IO
N /R
E M
O V
A
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
IL
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D
IT
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N S
RECORD
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IN SPECIFICATIONS (FINAL ELEV: 550’)
RELOCATE OBSTRUCTIONS AS NOTED
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)
(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
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
(ELEV: 587.0’ APPROX.)
TOP OF SLAB
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
C D
M
S L
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E
J
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REVISED RECORD
NOTE: PORTION OF SLAB
WAS CONSTRUCTED TO
SUPPORT TEMPORARY
CABLE RACK AND TO
FACILITATE ELECTRODE
CABLE PULLING. REFER
TO BOREHOLE COLLAR
DIAGRAMS SHEET CO3
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
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RECORD
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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.
(SEE SHEET E01 FOR LAYOUT)
ELECTRODE / PARASITIC
(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"
(SEE SHEET E01 FOR LAYOUT)
ELECTRODE / PARASITIC
(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 35PP
(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
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
J
U L
Y
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
IL
T C
O N
D
IT
IO
N S
RECORD
/3
/1
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
(SEE SEQUENCE ON SHEET C03)
SUPPORT WILL BE EMBEDDED INTO FUTURE BUILDING SLAB. 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:
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"
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
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/1
/2
E
J
U L
Y
REVISED RECORD
N e0 1A
F
N
BH03 NOT IN CONTRACT
WERE CONSTRUCTED WITH 1-1/2" UNISTRUT.
NOTE: THE TEMPORARY WIRING SUPPORT RACKS
**NOTE: E10 ETECTRODES WERE INSTALLED IN REVERSE ORDER, REFER TO E05 FOR INSATALLED LOCATIONS
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
IL
T C
O N
D
IT
IO
N S
RECORD
/3
/1
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
BORE HOLE (BH03) ELECTRODE SECTION
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
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"
LAYOUT C-C *
LAYOUT B-B*
**SIGNIFIES SPECIAL "NON-TYPICAL" LAYOUT
*TYPICAL LAYOUT ARE SHOWN
NOTE:
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
J
U L
Y
REVISED RECORD
BH03 NOT IN CONTRACT
BH03 NOT IN CONTRACT
FACING WEST
FACING WEST
** SEE BELOW
D C B A
H G F E e10
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 fiof 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
A Q
U A
T
IC
N
U
IS
A N
C E 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
W P -1
-C -0
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
-R -0
A N
S I
D
C K
D B
Y
R E
C O
R D D
R A
W
IN
G S A
S -B
U
IL
T C
O N
D
IT
IO
N S
RECORD
/3
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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"
FACING WEST
FACING WEST
** NOTE: ALL PARASITIC ELECTRODES WERE INSTALLED WITH A & B ELECTODES REVESED. B A
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
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/1
/2
/1
/2
E
ELECTRODE & PARASITIC SLEEPER LAYOUT
SCALE: 1/16" = 1’-0"
10’ 0 10’ 20’ 30’
BOREHOLE (BH03)
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)
PARASITIC CONDUIT RACEWAY
EXTENT OF WORK LIMITS
MARK
IL. EAST NAD83 STATEPLANE COORDINATES
NORTHING EASTING
SL01 N 1,812,796.71’ E 1,059,042.65’
SL02 N 1,812,798.99’
SL03 N 1,812,801.28’ E 1,058,982.82’
SL04 N 1,812,803.57’
SL05 N 1,812,805.85’ E 1,058,922.99’
SL06 N 1,812,818.32’ E 1,058,923.95’’
SL07 N 1,812,816.03’ E 1,058,953.86’
SL08 N 1,812,813.75’ E 1,058,983.77’
SL09 N 1,812,811.46’ E 1,059,013.69’
SL10 N 1,812,809.17’ E 1,059,043.60’
SL11 N 1,812,821.64’ E 1,059,044.55’
SL12 N 1,812,823.92’ E 1,059,014.64’
N 1,812,830.78’ E 1,058,924.90’
N 1,812,877.47’ E 1,059,048.82’
N 1,812,879.76’ E 1,059,018.91’
N 1,812,882.05’ E 1,058,988.99’
N 1,812,884.33’ E 1,058,959.08’
N 1,812,886.62’ E 1,058,929.17’
N 1,812,933.48’ E 1,058,932.75’
N 1,812,931.20’ E 1,058,962.67’
N 1,812,928.91’ E 1,058,992.58’
N 1,812,926.62’ E 1,059,022.49’SL24
SL23
SL22
SL21
SL20
SL19
SL18
SL17
SL16
SL15
N 1,813,001.99’ E 1,058,968.08’
N 1,813,004.28’ E 1,058,938.16’
N 1,813,051.14’ E 1,058,941.75’
N 1,813,048.85’ E 1,058,971.66’
N 1,813,046.57’ E 1,059,001.57’
N 1,813,044.28’ E 1,059,031.48’
N 1,813,041.99’ E 1,059,061.39’
N 1,813,110.38’ E 1,059,066.62’
N 1,813,112.66’ E 1,059,036.71’SL37
SL36
SL35
SL34
SL33
SL32
SL31
SL30
SL29
SL14 N 1,812,828.49’ E 1,058,954.81’
SL28 N 1,812,999.70’ E 1,058,997.99’
SL13 N 1,812,826.21’ E 1,058,984.72’
NORTHING EASTING NORTHING EASTING
N 1,813,127.41’ E 1,059,007.75’
N 1,813,125.13’ E 1,059,037.66’
N 1,813,122.84’ E 1,059,067.58’
E 1,059,068.53’
N 1,813,137.59’ E 1,059,038.62’
N 1,813,139.88’ E 1,059,008.70’
N 1,813,142.16’ E 1,058,978.79’
N 1,813,144.45’ E 1,058,948.88’SL50
SL49
SL48
SL47
SL46
SL45
SL44
SL43
SL42 N 1,813,129.70’ E 1,058,977.84’
NORTHING EASTING
SL41 N 1,813,131.99’ E 1,058,947.93’
SL40 N 1,813,119.52’ E 1,058,946.97’
SL39 N 1,813,117.24’ E 1,058,976.89’
SL38 N 1,813,114.95’ E 1,059,006.80’
SL27 N 1,812,997.41’ E 1,059,027.90’
SL26 N 1,812,995.12’ E 1,059,057.81’
SL25 N 1,812,924.34’ E 1,059,052.40’
E 1,059,012.73
E 1,058,952.91
N 1,813,135.30
BOREHOLE (BH04)
EXISTING
(N.I.C.-FUTURE)
CABINET SLAB SEE DETAIL 1/S03
PARASITIC CONTROL
SEE DETAIL 4/S02 (N.I.C.-FUTURE)
PARASITIC ACCESS VAULT
BORE HOLE (BH02)
EXISTING
BORE HOLE (BH01)
EXISTING
SL01
SL02
SL03
SL04
SL05 SL06 SL15
SL07 SL14
SL08 SL13
SL09 SL12
SL10 SL11 SL16
SL17
SL18
SL19
SL20 SL21
SL22
SL23
SL24
SL25 SL26
SL27
SL28
SL29
SL30 SL31
SL32
SL33
SL34
SL35 SL36
SL37
SL38
SL39
SL40 SL41
SL42
SL43
SL44
SL45 SL46
SL47
SL48
SL49
SL50
S O
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IC
IT
A T
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N N o
F
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E N
A M
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D R
A W
N B
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D E
S
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D B
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2 3
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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R S
C H
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A G
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T R
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C H
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of Engineers
US Army Corps
Chicago District
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HAVE BEEN
ELECTRODES
WIDE ARRAY
R E
V
IS
E D I
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T R
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E L
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N
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IDENTIFICATION
SHEET
D A
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A P
P R fiof 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
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T R
IC
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C H
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A G
O
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L
IN
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of Engineers
US Army Corps
Chicago District
A Q
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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"
(1)-#5 EA. SIDE
(3)-#5 TOP & BOTTOM
(18)-#4 STIRRUPS @ 12" O.C.
(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
16" (2" COVER)
AND (3)-#4 HOOPS LAPPED
(8)- #4 Gr.60 VERTICAL
F’c = 5000 psi
CONCRETE VAULT
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
(3)-#4 HOOPS LAPPED 16" MIN. 2" COVER
(3)-#4 Gr.60 VERTICAL (EA. SIDE)
F’c = 5000 psi
CONCRETE VAULT
5 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
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"
EA. SIDE
(1)-#5 EPOXY COATED
STIRRUPS
(4)-#4 EPOXY COATED
TOP & BOTTOM
(3)-#5 EPOXY COATED
CONCRETE RACEWAY (N.I.C.-FUTURE)
/4
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
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D E
C O
N C
R E
T E S
L E
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A N
G E T
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E X
T L
A B
DIAGRAMS SHEET C03
WAS REVISED - SEE AS-BUILT
BOREHOLE ACCESS VAULT
REFER TO SHEET FOR S04 SCOUR PROTECTION REFER TO SHEET FOR S04 SCOUR PROTECTION
L
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D E
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D B
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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
R K
A P
P R
D A
T E
F
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B E
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S
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S U
B M
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D B
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P L
O T S
C A
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D A
T E
M A
R K
D E
S C
R
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T
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N
C O
N T
R A
C T N o
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
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
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of Engineers
US Army Corps
Chicago District
A Q
U A
T
IC
N
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A N
C E D
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P E
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A L B
A R
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C H
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A G
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A N
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A R
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P R
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A R
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V A
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W A
N .E S
A L
M O
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P L
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A T
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W P -1
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A N
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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
/2
C L
R
BY OTHERS
CONTROL CABINET
(TOP AND BOTTOM)
#5 @ 12" O.C. EACH WAY
S02
CONCRETE RACEWAY
/2
PER PLAN
P E
R P
L A
N
/2
C L
R
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
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/1
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/1
/2
S
REVISED RECORD
ON THIS SHEET.
IN CONTRACT. NO UPDATES
BY OTHERS OR FUTURE, NOT
ALL WORK ON THIS SHEET IS
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P L
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C A
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D A
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M A
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D E
S C
R
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T
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N
C O
N T
R A
C T N o
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
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
A Q
U A
T
IC
N
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A N
C E D
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P E
R S
A L B
A R
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R I
C H
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A G
O S
A N
IT
A R
Y S
H
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A N
A L
W P -1
-C -0
P R
E P
A R
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V A
N C
O U
V E
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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
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W P -1
-R -0
A N
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C K
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1 SCALE: 3/4" = 1’-0" 2 SCALE: 3/4" = 1’-0"
PARASITIC CONCRETE SLEEPER (SCOUR PROTECTION) ELECTRODE CONCRETE SLEEPER (SCOUR PROTECTION)
ELEVATION
UNDER SLEEPERS TO ACHIEVE PROPER
GRAVEL LEVELING MATERIAL PLACED
SECTION VIEW
ELEVATION VIEW
PLAN VIEW
PLAN VIEW
ELEVATION VIEW
VARIES BY LOCATION DUE TO THE VARYING CANAL BOTTOM CONDITIONS.
TYPICAL PLACEMENT IS SHOWN. QUANTITY AND CONFIGURATION OF BAGS
PLACED TO PROTECT SLEEPERS AND LEVELING GRAVEL FROM SCOUR.
SLING BAGS BY QUIKRETE (60LB. EACH, 3-1 SAND & CEMENT, 14"X21"X3")
S04
D M L
C
S L
M c
J P
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S
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REVISED RECORD
S L E
E P
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C O
U R P
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T E
C T
| G01 |
| G02 |
| G03 |
| G04 |
| C01 |
| C02 |
| C03 |
| E01 |
| E02 |
| E03 |
| E04 |
| E05 |
| E06 |
| S01 |
| S02 |
| S03 |
| S04 |
File details come from the government source that posted it.