Appendix G Electrodes and Cable Details.pdf
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- Solicitation number
- W912P6-20-R-0009
About this file
This solicitation notice is for a federal contract opportunity issued by the U.S. Army Corps of Engineers Chicago District. The project is to furnish and install a complete pulse generating control system for Fish Barrier Controls at two locations in Romeoville, Illinois. The control systems will replace existing controls and allow for safe, effective, and efficient operation of pulse generating equipment. Installation of controls for Barrier IIA must begin by April 1, 2021 and be complete within 120 days, with testing to follow within 30 days. Optional controls for Barrier IIB, if awarded, would require installation starting by November 1, 2021. The North American Industry Classification code is 334513 and the size standard is 750 employees. The contracting office is the USACE Chicago District. Competition is unrestricted with a 10% price evaluation preference for HUBZone businesses. The solicitation number is W912P6-20-R-0009 and responses are due by the date specified in the solicitation documents.
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®of Engineers
US Army Corps
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICAL
REVIEWED BY:
APPROVED BY:
APPROVAL RECOMMENDED BY:
/S/
/S//S/
ELECTRIC FISH DISPERSAL BARRIER
CHICAGO SANITARY AND SHIP CANAL
ELECTRODE REPLACEMENT FY18
NN
LOCATION MAP VICINITY MAP
(N.T.S.) (N.T.S.)
LOCATION
PROJECT
ST LOUIS
SPRINGFIELD
CHICAGO
INDIANA
WISCONSIN
MICHIGAN
LAKE
IL
L I N
OI
S
W A
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RWAY
M
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LOCATION
PROJECT
INDIANAPOLIS
ILLINOIS
NN
DAROLD SANDERSON, ATR TEAM LEADER
MIKE NGUYEN 11/09/17
11/09/17 JOSEPH SCHMIDT, SE 11/09/17
CHICAGO DISTRICT
ROMEOVILLE, ILLINOIS 60446
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US Army Corps
DATE: FEBRUARY 2019
CONTRACT NUMBER: W912P6-18-C0002
E.P. DOYLE & SON, LLC.
RECORD DRAWINGS/ AS-BUILT CONDITIONS
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SHEET INDEX
GENERAL NOTES
LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
WORK LIMITS
STANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
DEGREE OF CURVED
DEFLECTION ANGLE
LENGTHL
RADIUSR
CENTER OF CURVATURECC
POINT OF CURVATUREPC
POINT OF ELEVATIONPI
RAILROAD LINE
TRAFFIC SIGNAL MAST ARM
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
ACOE ARMY CORPS OF ENGINEERS
CB CATCH BASIN
CL CENTERLINE
CJ CONSTRUCTION JOINT
COR CONTRACTING OFFICER'S REPRESENTATIVE
COE CORPS OF ENGINEERS
CMP CORRUGATED METAL PIPE
DIA. DIAMETER
DBH DIAMETER AT BREAST HEIGHT
DTM DIGITAL TERRAIN MODEL
D.I.P. DUCTILE IRON PIPE
EHH ELECTRICAL HAND HOLE
EMH ELECTRICAL MAN HOLE
ELEV ELEVATION
EJ EXPANSION JOINT
EN EXTRACTION WELL
FF FINISH FLOOR
FH FIRE HYDRANT
GF GRADE AT FOUNDATION
G.D. GRATE DRAIN
G.M.H. GRATED MANHOLE
HWL HIGH WATER ELEVATION
H HORIZONTAL
IDOT ILLINOIS DEPARTMENT OF TRANSPORTATION
LCP LOCAL CONTROL PANEL
MH MANHOLE
MIN MINIMUM
MW MONITORING WELL
NGVD NATIONAL GEODETIC VERTICAL DATUM
NWL NATURAL WATER LINE
NAVD NORTH AMERICAN VERTICAL DATUM
NTS NOT TO SCALE
OSI OCEAN SURVEYS, INC.
S PIPE SLOPE
RCP REINFORCED CONCRETE PIPE
SSP STEEL SHEET PILE
TYP. TYPICAL
VIF VERIFY IN FIELD
V VERTICAL
WLP WELL POINTS
WL WORK LIMIT
WP WORK POINT
TREE
TREELINE
TELEPHONE LINE
FUEL OIL SUPPLY
LINE STYLES
SYMBOLS
VERT./HORIZ. ALIGNMENT ABBREVIATIONS
GAS LINE LOW PRESSURE
GAS LINE HIGH PRESSURE
WATER DOMESTIC MAIN
STORM DRAIN
SANITARY WASTE
EDGE OF WATER
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
H
W
ELECTRICAL MANHOLE
UTILITY POLE
CB
CATCH BASIN ROUND
X-###
X#
DETAIL INDICATOR
X-###
X#
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
D
W
E
MW
CB
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
DRAWING AREA TITLE INDICATOR
GRID LETTER/NUMBER
KCMIL KILO CIRCULAR MIL
KVA KILO-VOLT-AMPERE
MV MEDIUM VOLTAGE
SECTION INDICATOR
SHEET SHEET TITLE
NUMBER REFERENCE
1. G-001 LOCATION, VICINITY MAP
2. G-002
3.
SD-101
4.
5.
S-101
6.
ED-101
7.
ED-501
8.
E-101
9.
E-102
10.
E-201
11.
E-202
12.
E-301
13.
E-501
14.
15.
16.
E-601
17.
E-701 ELECTRODE TABLE
R-101 FLOOR PLANS - DEMOLITION
C-101
18.
CS-101
19.
20.
21.
ED-601
ED-102
DEMONSTRATION BARRIER ELECTRODE LAYOUT DEMOLITION
ED-301
ED-602
DEMONSTRATION BARRIER ELECTRODE CANAL CROSS SECTION
E-302 BARRIER IIA ELECTRODE CANAL CROSS SECTION
22.
23.
24.
25.
E-103
DEMONSTRATION BARRIER ELECTRODE LAYOUT PROPOSED
BARRIER IIA ELECTRODE LAYOUT PROPOSED
26.
BARRIER IIA ELECTRODE LAYOUT DEMOLITION
DEMONSTRATION BARRIER BLOCK DIAGRAM DEMOLITION
BARRIER IIA BLOCK DIAGRAM DEMOLITION
DEMONSTRATION BARRIER BLOCK DIAGRAM
E-602 BARRIER IIA BLOCK DIAGRAM
27.
CS-102 SITE PLAN FOR BARRIER IIA
SITE PLAN FOR DEMONSTRATION BARRIER
28.
ED-502
29.
30.
ED-103 BARRIER IIB ELECTRODE LAYOUT DEMOLITION
ED-603 BARRIER IIB BLOCK DIAGRAM DEMOLITION
BARRIER IIB ELECTRODE LAYOUT PROPOSED
E-603 BARRIER IIB BLOCK DIAGRAM
31.
32.
33.
34.
CS-103 SITE PLAN FOR BARRIER IIB
R-102 CONCEPT DRAWINGS
35.
R-103 BARRIER IIA ELECTRODE PLAN SHEET C-03
R-104
SHEET INDEX, LEGEND AND GENERAL NOTES
KEY PLAN AND WORK LIMITS
NEXT BARRIER.
EACH BARRIER WILL BE COMMISSIONED PRIOR TO CONSTRUCTION BEING ALLOWED TO START ON THE 10.
CONSTRUCTION WILL ONLY BE ALLOWED ON ONE BARRIER AT A TIME.9.
BARRIERS IIA & IIB WIL BE ON DURING CONSTRUCTION ON THE DEMONSTRATION BARRIER.8.
CONSTRUCTION ON BARRIER IIB.
THE DEMOSTRATION BARRIER WILL BE ON AND BARRIER IIA WILL BE IN WARM STANDBY DURING 7.
CONSTRUCTION ON BARRIER IIA.
THE DEMONSTRATION BARRIER WILL BE ON AND BARRIER IIB WILL BE IN WARM STANDBY DURING 6.
CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE WORKING IN AND AROUND THE CANAL.
CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIERS WILL BE ACTIVE DURING 5.
THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.4.
VARY.
ASSOCIATES, INC. AND REPRESENTS CONDITIONS EXISTING AT THAT TIME. ACTUAL CONDITIONS MAY
THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION PRESENTED IS FROM BOLLINGER, LACH, & 3.
THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.2.
NAD 1983.
THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, 1.
E-505
R-105
R-106
R-107
R-108
R-109
R-110
R-111
R-112
R-113
R-114
R-115
R-116
R-117
R-118
R-119
R-120
R-121
R-122
R-123
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55.
R-124
56.
ED-302 BARRIER IIB ELECTRODE BUS RACEWAY DEMOLITION TYPICAL SECTION
ED-503 BARRIER IIB ELECTRODE CABLE DEMOLITION PLAN
57.
58.
E-502
DEMONSTRATION BARRIER ELECTRODE SECTIONS
E-503
E-504
BARRIER IIA & IIB ELECTRODE WIRING CONNECTION EAST END
BARRIER IIA & IIB ELECTRODE WIRING CONNECTION WEST END
59.
BARRIER IIB PULSER 3 ROOM LAYOUT SHEET A-08
BARRIER IIB SPANG 3 ROOM LAYOUT SHEET A-07
BARRIER IIB DOOR PLAN, MISCELLANEOUS ARCHITECTURAL DETAILS AND SCHEDULES SHEET A-05
BARRIER IIA ELECTRODE SECTIONS AND DETAILS SHEET C-06
BARRIER IIB PULSER 2 ROOM LAYOUT SHEET A-09
BARRIER IIB SPANG 2 ROOM LAYOUT SHEET A-10
BARRIER IIB PULSER 1 ROOM LAYOUT SHEET A-11
BARRIER IIB SPANG 1 ROOM LAYOUT SHEET A-12
BARRIER IIB FLOOR ANCHORAGE LOCATION AND DETAILS SHEET S-05D
BARRIER IIB COOLING LINE DETAILS SHEET M-17
BARRIER IIB BUSBAR LAYOUT SHEET E-20
BARRIER IIB CURRENT MONITOR CONNECTION DETAIL SHEET E-20A
BARRIER IIB BUSBAR CONNECTION DETAILS SHEET E-20B
BARRIER IIB CONDUIT PLAN SHEET E-21
BARRIER IIB SPANG 2 CONDUIT LAYOUT SHEET E-21C
BARRIER IIB PULSER 1 CONDUIT LAYOUT SHEET E-21D
BARRIER IIB PULSER 2 CONDUIT LAYOUT SHEET E-21B
BARRIER IIB PULSER 3 CONDUIT LAYOUT SHEET E-21A
BARRIER IIB SPANG 1 CONDUIT LAYOUT SHEET E-21E
BARRIER IIB PLARITY SWITCH CONDUIT LAYOUT SHEET E-21F
BARRIER IIB ELECTRODE CURRENT MONITOR BLOCK DIAGRAM SHEET E-36
DEMONSTRATION BARRIER ELECTRODE LAYOUT - PROPOSED DETAIL 1 & DETAIL 2
DEMONSTRATION BARRIER ELECTRODE LAYOUT - PROPOSED DETAIL 3
DEMONSTRATION BARRIER ELECTRODE LAYOUT - PROPOSED DETAIL 4
DEMONSTRATION BARRIER ELECTRODE CONCRETE SLEEPER - DEMOLITION
DEMONSTRATION BARRIER ELECTRODE SLEEPER BLOCK
BARRIER IIA ELECTRODE BUS RACEWAY DEMOLITION SECTIONS
DEMONSTRATION BARRIER ELECTRODE CONNECTION DEMOLITION
BARRIER IIA DEMOLITION DETAILS
DEMONSTRATION BARRIER PULSER WIRING CONNECTION SECTIONS
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585585
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585 585 585
585 585
590 590
T5
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AC UNIT WITH HEATING
ELEMENT
DEMONSTRATION BARRIER BUILDING
BARRIER IIB
BARRIER IIA
LOADING DOCK AREA
ROOM
ELECTRICAL
NORTH
P112P114
ROOM
MECHANICAL
NORTH
STORAGE ROOM 2
P110
ALCOVE 2
LOWER EQUIPMENT
ROOM 2
SWITCH GEAR
P109
P108
ROOM 2
LOWER MECHANICAL
SPANG AND PULSER ROOM 2
P107
LOWER HALLWAY
P105
STORAGE ROOM 1
ALCOVE 1
LOWER EQUIPMENT
P103
ROOM 1
SWITCH GEAR
P102
ROOM 1
LOWER MECHANICAL
P101
CORRIDOR
P101P101
SPANG AND PULSER ROOM 1
CORRIDOR
IT TECH WORKSHOP
SERVER ROOM
LOBBY
ELEV
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CORRIDOR
ROOM
MECHANCAL
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CONFERENCE ROOM
S
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WP
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SB4 SB4
SB4SB4SB4
WP
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ELECTRICAL ROOMMECHANICAL ROOM
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SOUTH MECHANICAL ROOM
A102
SOUTH
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A103
WOMAN'S ROOM
MEN'S ROOM
A106
A105
PLUMBING
ROOM
A101
OFFICE 1 OFFICE 2
A107 A108
A110
CONFERENCE-BRIEFING
ROOM
A111
IT TECHNICIAN
WORKSHOP
P115
SPANG
AND PULSER ROOM 1
P101
LOWER
MECHANICAL ROOM 1
P102
SWITCH GEAR ROOM 1
STORAGE ROOM 1
P103
P105
LOWER
EQUIPMENT ALCOVE 1
LOWER HALLWAY
ELEVATOR
SPANG
AND PULSER ROOM 2
LOWER HALLWAY
P107
LOWER
MECHANICAL ROOM 2
SWITCH GEAR ROOM 2
P109
P108
STORAGE ROOM 2
P111
NORTH
ELECTRICAL ROOM
NORTH MECHANICAL ROOM
P115
P113
WY2
WY1
HH-C6
WY5
HH-C4
HH-C7
HH-C2
HH-C3HH-C1
WY4
WY8
CATV
HH-C14HH-C13HH-C12
W Y
W Y
W Y
W Y
W Y
W Y
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WY7
WY6
HH-C11
HH-C10
HH-C8
HH-C9
WY9
HH-C16HH-C15
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1058928.411813194.1725
1058866.851812386.5124
1059027.381812374.2723
1059034.601812469.0022
1059074.451812465.9621
1059055.491812216.6820
1059015.601812219.7219
1059016.591812232.6818
1058856.061812244.9217
1058839.341812025.5616
1058999.871812013.3215
1059000.251812018.3014
1059043.481812015.0113
1059037.671811865.0212
1058988.851811868.7411
1058989.231811873.7210
1058828.701811885.969
1058825.281811841.098
1058703.631811850.367
1058849.401813762.846
1058948.351813745.245
1058913.541813288.574
1059102.911813274.133
1059151.901813230.632
1059147.851813177.441
EASTINGNORTHINGPOINT
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
C1
SCALE: 1" = 80' 80' 160'0
N
KEY PLAN AND WORK LIMITS
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
E
C-101
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
K
Y P
L A
N A
N D W
O R
K L
IM
IT
S
K P
C
M K
C -1
.d g n
C H
R
IS
G
IA
C A
L O
N E
E X
IS
T
IN
G B
E N
C H
M A
R K U
S E
D F
O R I
N -W
A T
E R E
L E
V A
T
IO
N S
U R
V E
Y
REVISED AS-BUILT
CS-101CS-103CS-102
GENERAL NOTES:
WORK LIMITS
EXISTING FENCE ENTRANCE
CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL PERSONEL ON SITE.
PLAN THAT INCLUDES A SKETCH OF WHERE THE DIVE LIMITS WILL BE. THE
THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A DIVE 3.
BATHYMETRY BASED ON LOW WATER DATUM 577.5'.2.
COST ACCORDINGLY IN THE BID.
ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO
EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM 1.
CGBP
WL 7
WL 8
WL 9
WL 10
WL 11
WL 12
WL 13
WL 14
WL 15
WL 16
WL 17
WL 18
WL 19
WL 20
WL 21
WL 22
WL 23
WL 24
WL 1 WL 2
WL 3
WL 4
WL 5
WL 6
WL 25
ELV. 585.80
CDE 12-235-2
USACE 2
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
CGBP
WL 1 WL 2
WL 3
WL 4WL 25
T5
T2 T1 T4 T3
AC UNIT WITH HEATING
ELEMENT
DEMONSTRATION BARRIER BUILDING
DEMO BARRIER
POINT NORTHING EASTING
1 1813177.44 1059147.85
2 1813230.63 1059151.90
3 1813274.13 1059102.91
4 1813288.57 1058913.54
5 1813725.24 1058948.35
6 1813762.84 1058849.40
7 1811850.36 1058703.63
8 1811841.09 1058825.28
9 1811885.96 1058828.70
10 1811873.72 1058989.23
11 1811868.74 1058988.85
12 1811865.02 1059037.67
13 1812015.01 1059043.48
14 1812018.30 1059000.25
15 1812013.32 1058999.87
16 1812025.56 1058839.34
17 1812244.92 1058856.06
18 1812232.68 1059016.59
19 1812219.72 1059015.60
20 1812216.68 1059055.49
21 1812465.96 1059074.45
22 1812469.00 1059034.60
23 1812374.27 1059027.38
24 1812386.51 1058866.85
25 1813194.17 1058928.41
BARRIER I
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
A1
SCALE: 1" = 20' 20' 40'0
N
SITE PLAN FOR DEMOSTRATION BARRIER
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
E
S
IT
E P
L A
N F
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
M O
S T
R A
T
IO
N B
A R
R
IE
R
CS-101
K P
C
M K
C S -1
.d g n
C H
R
IS
G
IA
C A
L O
N E
AS-BUILT
GENERAL NOTES:
WORK LIMITS
1. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO
ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
COST ACCORDINGLY IN THE BID.
2. BATHYMETRY BASED ON LOW WATER DATUM 577.5'.
3. THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A DIVE
PLAN THAT INCLUDES A SKETCH OF WHERE THE DIVE LIMITS WILL BE. THE
CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL PERSONEL ON SITE.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
BARRIER IIA
POINT NORTHING EASTING
1 1813177.44 1059147.85
2 1813230.63 1059151.90
3 1813274.13 1059102.91
4 1813288.57 1058913.54
5 1813413.21 1058923.04
6 1813420.81 1058823.33
7 1811850.36 1058703.63
8 1811841.09 1058825.28
9 1811885.96 1058828.70
10 1811873.72 1058989.23
11 1811868.74 1058988.85
12 1811865.02 1059037.67
13 1812015.01 1059043.48
14 1812018.30 1059000.25
15 1812013.32 1058999.87
16 1812025.56 1058839.34
17 1812244.92 1058856.06
18 1812232.68 1059016.59
19 1812219.72 1059015.60
20 1812216.68 1059055.49
21 1812465.96 1059074.45
22 1812469.00 1059034.60
23 1812374.27 1059027.38
24 1812386.51 1058866.85
25 1813194.17 1058928.41
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
A1
SITE PLAN FOR BARRIER IIA
SCALE: 1" = 20' 20' 40'0
N
M A
T C
H L
IN
E T
O C
S -1
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
IT
E P
L A
N F
O R B
A R
R
IE
R I
IA
CS-102
K P
C
M K
C S -1
.d g n
C H
R
IS
G
IA
C A
L O
N E
AS-BUILT
GENERAL NOTES:
1. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO
ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
COST ACCORDINGLY IN THE BID.
2. BATHYMETRY BASED ON LOW WATER DATUM 577.5'.
3. THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A DIVE
PLAN THAT INCLUDES A SKETCH OF WHERE THE DIVE LIMITS WILL BE. THE
CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL PERSONEL ON SITE.
WORK LIMITS
WL 7
WL 8
WL 9
WL 10
WL 11
WL 12
WL 13
WL 14
WL 15
WL 16
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
E-113 E-501
BARRIER IIB
S
WP
WP
WP
WP
SB4SB4SB4
SB4 SB4
SB4SB4SB4
E
E
WP
NRG
NRG
NRG
M E
O M
P O
W
IS
T R
IB
U T
IO
B
IN
E T
C O
N T
R
N S
O L
E
MCC
POINT NORTHING EASTING
1 1813177.44 1059147.85
2 1813230.63 1059151.90
3 1813274.13 1059102.91
4 1813288.57 1058913.54
5 1813413.21 1058923.04
6 1813420.81 1058823.33
7 1811850.36 1058703.63
8 1811841.09 1058825.28
9 1811885.96 1058828.70
10 1811873.72 1058989.23
11 1811868.74 1058988.85
12 1811865.02 1059037.67
13 1812015.01 1059043.48
14 1812018.30 1059000.25
15 1812013.32 1058999.87
16 1812025.56 1058839.34
17 1812244.92 1058856.06
18 1812232.68 1059016.59
19 1812219.72 1059015.60
20 1812216.68 1059055.49
21 1812465.96 1059074.45
22 1812469.00 1059034.60
23 1812374.27 1059027.38
24 1812386.51 1058866.85
25 1813194.17 1058928.41
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
M A
T C
H L
IN
E T
O C
S -1
A1
SITE PLAN FOR BARRIER IIB
SCALE: 1" = 20' 20' 40'0
N
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
IT
E P
L A
N F
O R B
A R
R
IE
R I
IB
CS-103
K P
C
M K
C S -1
.d g n
C H
R
IS
G
IA
C A
L O
N E
AS-BUILT
GENERAL NOTES:
1. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO
ASSESS THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE
COST ACCORDINGLY IN THE BID.
2. BATHYMETRY BASED ON LOW WATER DATUM 577.5'.
3. THE CONTRACTOR SHALL SUBMIT, FOR GOVERNMENT APPROVAL, A DIVE
PLAN THAT INCLUDES A SKETCH OF WHERE THE DIVE LIMITS WILL BE. THE
CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL PERSONEL ON SITE.
WORK LIMITS
WL 17
WL 18
WL 19
WL 20
WL 21
WL 22
WL 23
WL 24
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
B3
SCALE: 1"=1'-0" 0 1' 2'6"
SHEET KEYNOTES
SHOWN ON S-101.
EXISTING SLEEPERS. REPLACE WITH NEW AS
DEMOLISH AND REMOVE ELECTRODES AND
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y P
E
D E
M O
L
IT
IO
N
E L E
C T
R O
D E C
O N
C R
E T
E S
L E
E P
E R
D E
M O
N S
T R
A T
IO
N B
A R
R
IE
R
SD-101
K P
C
M K
S
D -1
.d g n
R O
B E
R T S
E Z
O N
O V
REVISED AS-BUILT
F
IE
L D C
H A
N G
E S
/1
/2
DEMONSTRATION BARRIER EXISTING ELECTRODE CONCRETE SLEEPER - ELEVATION (12 REMOVED)
6"
1'-0"
1'-4"
1'-0"(7) EQ. SPACES @ 3'-0" = 21'-0"1'-0"
10"
#4 REBAR HOOP TYP. (16)
#5 POLETRUDED REBAR
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
B2
SCALE: 3/4" = 1' 2'0 1' 4'
SECTION VIEW ELEVATION VIEW
PLAN VIEW
DEMONSTRATION BARRIER ELECTRODE SLEEPER BLOCK (10 REQUIRED THUS)
GENERAL NOTES
REBAR.
ALL REINFORCEMENT SHALL BE PULTRUDED FRP 1.
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
E
S-101
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
E
C T
R O
D E S
L E
E P
E R B
L O
C K
D E
M O
N S
T R
A T
IO
N B
A R
R
IE
R
K P
C
M K
S -1
.d g n
R O
B E
R T S
E Z
O N
O V
NOTE: REFERENCE UCP SHOP DRAWINGS FOR REBAR LOCATIONS
A
R E
V
IS
E D P
V C P
IP
E L
O C
A T
IO
N A
D D
E D V
E R
T /H
O R
H O
L E
S F
O R L
IF
T
IN
G
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
REVISED AS-BUILT
(1)-#5 EA. SIDE
(3)-#5 TOP & BOTTOM
(18)-#4 STIRRUPS @ 12" O.C.
(T Y
P
C L
R
2'-0"
23'-0"
/4
8 1/2 "7"2'-5"7"2'-5"7"2'-5"7"2'-5"7"2'-5"7"2'-5"7"2'-5"7"8 1/2 "
(2)-3" SCH. 80 PVC PIPE
3'-5"16'-2"3'-5"
4"x2" VERTICAL HOLE FOR LIFTING
4'-5"
REVISED PVC PIPE LOCATION 4"x2" HORIZONTAL HOLE FOR LIFTING
4"x2" VERTICAL HOLE FOR LIFTING
5'-3"
REVISED PVC PIPE LOCATION
4"x2" HORIZONTAL HOLE FOR LIFTING
4"x2" VERTICAL HOLE FOR LIFTING
4"x2" HORIZONTAL HOLE FOR LIFTING
4"x2" VERTICAL HOLE FOR LIFTING
5'-3"
4"x2" HORIZONTAL HOLE FOR LIFTING
4"x2" VERTICAL HOLE FOR LIFTING
4'-5"
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
F L
O W
LEVELING PAD
CONCRETE
160'-0"
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
SHEET KEYNOTES
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)
B1
SCALE: 1/8" = 1' 0 8'4' 16'
DEMONSTRATION BARRIER ELECTRODE LAYOUT DEMOLITION
N
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
O
IS
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C T
R O
D E R
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L A
C E
M E
N T F
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C H
IC
A G
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A N
IT
A R
Y A
N D S
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A N
A L
D E
C E
M B
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T
H
W P -1
-C -0
C H
IC
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L
IN
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IS
S L
A S
A L L E S
T S
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IT
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T R
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IC
H A
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IN
L E
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C T
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D E L
A Y
O U
T D
E M
O L
IT
IO
N
D E
M O
N S
T R
A T
IO
N B
A R
R
IE
R
ED-101
K P
C
M K
E
D -1
.d g n
ELECTRODES AS SHOWN ON SHEET E-101.
AND REMOVED. REPLACE WITH STEEL BILLET
EXISTING CABLE ELECTRODES DISCONNECTED
SHEET E-101.
PRE CAST CONCRETE SLEEPERS AS SHOWN ON
EXISTING SLEEPERS REMOVED. REPLACED WITH
ON E-101.
REMOVED. REPLACED WITH NEW AS SHOWN
EXISTING MV CABLE AND JUMPER CABLE
ED-601.
THAT WAS REMOVED SHOWN ON SHEET
ENTIRETY (2500'). ELECTRODE TEST CABLE
DISCONNECTED AND REMOVED IN ITS
EXISTING ELECTRODE TEST CABLE
SHEET ED-601.
AND CONCRETE PAD REMOVED. REFERENCE
WEST SIDE TEST WIRES, MOLDED ENCLOSURE
A1
R E
V
IS
E D W
O R
D
IN
G O
F S
H E
E T K
E Y N
O T
E S T
O R
E F
L E
C T A
S -B
U
IL
T C
O N
D
IT
IO
N S
A
REVISED AS-BUILT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
A1
SCALE: 1/8" = 1' 0 8'4' 16'
N
X-###
X# BARRER IIA ELECTRODE DEMOLITION
SHEET KEYNOTES
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
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A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
B
R R
IE
R I
IA
E
L E
C T
R O
D E D
E M
O L
IT
IO
N
ED-102
K P
C
M K
E
D -1
.d g n
SHEET E-102.
(GFM) TO MATCH EXISTING AS SHOWN ON
WITH GOVERNMENT FURNISHED MATERIAL
DISCONNECTED AND REMOVED. REPLACE
EXISTING STEEL BILLET ELECTRODES
EXISTING AS SHOWN ON SHEET E-102.
REMOVED. REPLACE WITH GFM TO MATCH
EXISTING MV CABLE DISCONNECTED AND
A
R E
V
IS
E D W
O R
D
IN
G O
F S
H E
E T K
E Y N
O T
E S T
O R
E F
L E
C T A
S -B
U
IL
T C
O N
D
IT
IO
N S
REVISED AS-BUILT
A1
(TYP)
(TYP)
(TYP)
(TYP)
ED-301
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
(TYP)
(TYP)
(TYP)
(TYP)
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
SHEET KEYNOTES
0 8'4' 16'
N
A1
SCALE: 1/8" = 1'X-###
X# BARRER IIB ELECTRODE DEMOLITION
B A
R R
IE
R I
IB
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
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L A
C E
M E
N T F
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C H
IC
A G
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A N
IT
A R
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N D S
H
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C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
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IN
L E
Y
M O
L
IT
IO
N
B A
R R
IE
R I
IB
E
L E
C T
R O
D E L
A Y
O U
T
ED-103
K P
C
M K
E
D -1
.d g n
REVISED AS-BUILT
SHEET E-102.
(GFM) TO MATCH EXISTING AS SHOWN ON
WITH GOVERNMENT FURNISHED MATERIAL
DISCONNECTED AND REMOVED. REPLACE
EXISTING STEEL BILLET ELECTRODES
EXISTING AS SHOWN ON SHEET E-102.
REMOVED. REPLACE WITH GFM TO MATCH
EXISTING MV CABLE DISCONNECTED AND
A1
A
R E
V
IS
E D W
O R
D
IN
G O
F S
H E
E T K
E Y N
O T
E S T
O R
E F
L E
C T A
S -B
U
IL
T C
O N
D
IT
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
LUG TYP.
TERMNAL
TYPE ML 90
PENN-UNION
FROM ELECTRODE
COATED WIRE
250KMIL XLP
CONDUIT 2" RMC WITH (4) 15 PAIR #24 SHIELDED M3483
CURRENT MONITORING SYSTEM COMMUNICATIONS
CONDUIT 3/4" RMC WITH (4) #12 AND (1) GROUND
CURRENT MONITORING SYSTEM POWER
1-1/2" INTO CONCRETE
ANCHOR BOLT EMBEDDED
1/2"X3" CONCRETE
3/4"X6" SOLID COPPER BUS BAR
8"
ELECTRODE BUS S1
CONDUIT S2
COMMUNICATIONS
BUS S3
ELECTRODE
BUS S2
ELECTRODE
8"
STEEL CONNECTION BOLT
(4) 1/2"X2-1/2" STAINLESS
1-1/2" INTO CONCRETE
ANCHOR BOLT EMBEDDED
1/2"X2-1/2" CONCRETE
B O
R E H
O L E T
O E
L E
C T R
O D
E
9.8'
2.33'
SUPPLIED BY SRI
RELIEF BRACKET
WIRE STRAIN
ELECTRODE
SYSTEM ELECTRICAL BOX
CURRENT MONITORING
SUPPORT
FIBERGLASS BUS BAR
FRP PULTRUDED
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
SHEET KEYNOTES
C3
SCALE: NTSED-301
ED-102 SECTION A - TYPICAL ELEVATION OF BARRIER IIA BUS RACEAY
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
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IS
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C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y
C E
W A
Y D
E M
O L
IT
IO
N S
E C
T
IO
N S
B A
R R
IE
R I
IA
E
L E
C T
R O
D E B
U S
ED-301
K P
C
M K
E
D -3
.d g n
SHOWN ON SHEET E-102.
REPLACED WITH NEW TO MATCH EXISTING AS
MV CABLE DISCONNECTED, REMOVED AND
A
R E
V
IS
E D W
O R
D
IN
G O
F S
H E
E T K
E Y N
O T
E S T
O R
E F
L E
C T A
S -B
U
IL
T C
O N
D
IT
IO
N S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
WALL
COPPER BUSBAR
2. SEE SHEET M-21 FOR SUPPORT LAYOUT.
1. ALL STRUCTURAL MEMBERS ARE 6061-T6 ALUMINUM.
NOTES: UNLESS OTHERWISE NOTED...
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
B2
BARRIER IIB ELECTRODE BUS RACEWAY DEMOLITION TYPICAL SECTION
SCALE: 3" = 1' 6"0 3" 1'
E7
SCALE: 3" = 1' 6"0 3" 1'
B7
SCALE: 3" = 1' 6"0 3" 1'
SECTION AA - TOP VIEW
SECTION BB - SIDE VIEW
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y P
E
T Y
P
IC
A L S
E C
T
IO
N S
R A
C E
W A
Y D
E M
O L
IT
IO
N
B A
R R
IE
R I
IB
E
L E
C T
R O
D E B
U S
ED-302
K P
C
M K
E
D -3
.d g n
AS-BUILT
A A
B
B
DEMOLISH CABLES
ELECTRODE WIRE
ELECTRODE WIRE
COPPER BUSBAR
WIRES CONNECT TO
LUG TB1 AND TB2 ON
CIRCUIT BOARD
CURRENT SENSOR ASSEMBLY
1"X12" RACEWAY
1'-0"
6"
VARIES 18"-26"
CIRCUIT BOARD
CURRENT SENSOR
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
4'-0"
SECURING CLAMP
TO PULSATORS
REMOVE 12 THUS
ELECTRODE(TYP)
CABLE ROPE
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
D4
SCALE: 1/4" = 1' 0 4' 8'2'
B4 D7
PHOTO - TYPICAL ELECTRODE CABLE
ED-501
E-301
SECTION A-A
NOT TO SCALE
GENERAL NOTES
D1
SCALE: 1/4" = 1' 0 4' 8'2'ED-501
E-301 DETAIL 2 - DEMONSTRATION BARRIER WEST SIDE ELECTRODE RACEWAY DETAIL 1 - DEMONSTRATION BARRIER EAST SIDE ELECTRODE RACEWAY
TO BE REMOVED.
AND CONCRETE PAD ON WEST SIDE OF CANAL
MOLDED ENCLOSURE CONNECTING CLAMPS 3.
ELECTRODES TO PULSERS TO BE REMOVED.
ALL CABLES AND WIRES CONNECTING 2.
ALL WIRE ROPE ELECTRODES TO BE REMOVED.1.
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -1
-B -0
O J E
C T I
D
F
IL
E N
A M
A J
D I
A R
M
M E
O V
IL
L E
IL
L
IN
O
IS
E L E
C T
R O
D E R
E P
L A
C E
M E
N T F
Y
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
D E
C E
M B
E R
T
H
W P -1
-C -0
C H
IC
A G
O
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L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
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IS
T R
IC
T
M
IC
H A
E L K
IN
L E
Y P
E
D E
M O
L
IT
IO
N
E L E
C T
R O
D E C
O N
N E
C T
IO
N
D E
M O
N S
T R
A T
IO
N B
A R
R
IE
R
ED-501
K P
C
M K
E
D -5
.d g n
REVISED AS-BUILT
R F I#
F
IE
L D C
H A
N G
E S
/1
/2
/1
/2
EL. 584'EL. 584'
CAST IN PLACE CONCRETE LEVELING PAD
SEE PHOTO OF TYPICAL ELECTRODE CABLES
ENCLOSURE
DEMOLISH AND REMOVE
NOT EXISTING
NOT EXISTING
RFI#007
IN-PLACE PER
SLAB REMAINED
A
ED-501
REMOVE EXISTING CABLES
REMOVE EXISTING CABLES
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
E1R-103
D2
D7R-103
D4
A1R-103
D3
SCALE: NTS
SCALE: NTS
SCALE: NTS
12" 12" 12" 12" 12" 12" 12" 12"
B3
HOLE
BORE
B2
HOLE
BORE
B1
HOLE
BORE
B4
HOLE
BORE
B5
HOLE
BORE
B6
HOLE
BORE
B7
HOLE
BORE
B8
HOLE
BORE
TERMINAL LUG
TYPE MML 90
PENN-UNION
5"
3.33'
SRI
SUPPLIED BY
BRACKET
RELIEF
WIRE STRAIN
ELECTRODE
BUS BAR S1
ELECTRODE
1.8'
1.2'
TERMINAL LUG
TYPE ML 90
PENN-UNION
5" TYP.
4.45'
FROM ELECTRODE
MV90 COATED WIRE
250KMIL XLP TYPE
5.25'
SUPPLIED BY SRI TYP.
SUPPORT BRACKET
SYSTEM ELECTRICAL BOX
CURRENT MONITORING
ELECTRODE CURRENT MONITORING SYSTEM ELECTRICAL BOX S-1 SUPPLIED BY SRI
12"12"
B22
HOLE
BORE
B23
HOLE
BORE
B24
HOLE
BORE
B25
HOLE
BORE
B26
HOLE
BORE
PENN-UNION TYPE ML 90 TERMINAL LUG
ELECTRODE BUS BAR S4
ELECTRODE BUS BAR S3
ELECTRODE BUS BAR S2
ELECTRODE BUS BAR S1
BRACKET SUPPLIED BY SRI
BUS BAR SUPPORT
8"
8"
8"
12"
ELECTRODE CURRENT MONITORING SYSTEM ELECTRICAL BOX S-4 SUPPLIED BY SRI
1.7'
13.5'
4.0'
5.6' TYP.
3.1'
B9
HOLE
BORE 1'-8"
B10
HOLE
BORE 1'-8"
B11
HOLE
BORE 1'-8"
B12
HOLE
BORE 1'-8"
B13
HOLE
BORE 1'-8"
B14
HOLE
BORE 1'-8"
B15
HOLE
BORE 1'-8"
B16
HOLE
BORE 1'-8"
ELECTRODE CURRENT MONITORING SYSTEM ELECTRICAL BOX S-2 SUPPLIED BY SRI
1'-8"1'-8"
B17
HOLE
BORE
B18
HOLE
BORE
B19
HOLE
BORE
B20
HOLE
BORE
B21
HOLE
BORE
SUPPLIED BY SRI
CURRENT MONITOR
ELECTRODE
ELECTRODE CURRENT MONITORING SYSTEM ELECTRICAL BOX S-3 SUPPLIED BY SRI
4.0'
33.33'
5.44'
2'-0"
END ELECTRODE BUS BAR S2 8"
12" TERMINAL LUG
TYPE ML 90
PENN-UNION
8" 6"
1.0'
BUS BAR SUPPORT BRACKET SUPPLIED BY SRI
BUS BAR S3
END ELECTRODE
PENN-UNION TYPE ML 90 TERMINAL LUG
8"
8"
1.0'
ELECTRODE BUS BAR S3
ELECTRODE BUS BAR S2
ELECTRODE BUS BAR S1
BUS BAR S4
END ELECTRODE
BARRIER IIA DETAIL 2
BARRIER IIA DETAIL 1 - WIDE ARRAY SOUTH
BARRIER IIA DETAIL 3 - NARROW ARRAY
WIDE ARRAY NORTH NARROW ARRAY SOUTH
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A3
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BARRIER IIB DETAIL - SOUTH WIDE ARRAY CABLES - SPANG ROOM 3 BARRIER IIB DETAIL - NORTH NARROW ARRAY CABLES - SPANG ROOM 1
BARRIER IIB DETAIL - NORTH WIDE ARRAY AND SOUTH NARROW ARRAYCABLES -SPANG ROOM 2
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
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125KVA
PULSER #1
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2 EA. 350 KCML
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JUMPER
350 KCML
JUMPER
350 KCML
JUMPER
350 KCML
JUMPER
350 KCML
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
C2
SCALE: NTS
DEMONSTRATION BARRIER BLOCK DIAGRAM DEMOLITION
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US Army CorpsFIBER OPTIC TRIGGER CIRCUIT
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FISH BARRIER TELEMETRY CONTROL SYSTEM
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COOLING TANK PUMP #2 CONTROL
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2000V DC 300A
CONTROL AND MONITORING
3200V DC 1500A
CONTROL AND MONITORING
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E20
E19
E18
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E32B
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E31
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%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
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A1
SCALE: NTS
FIBER OPTIC TRIGGER CIRCUIT
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BUILDING BOUNDRY
(250 KCMIL CONNECTION)
ELECTRODE WEST SIDE FEED WIRES
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BUILDING SECURITY ALARM
FUEL LEVEL SENSOR
SMART CONSENTRATOR
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FISH BARRIER TELEMETRY CONTROL SYSTEM
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UPS &
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COOLING TANK PUMP #2 CONTROL
COOLING TANK FLOW SWITCH
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CONTROL AND MONITORING
2000V DC 300A
CONTROL AND MONITORING
3200V DC 1500A
CONTROL AND MONITORING
3200V DC 1500AM
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MONITORING SYSTEM
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DEMOLITION
BARRIER IIB BLOCK DIAGRAM DEMOLITION
WIDE ARRAY
NARROW ARRAY
E57D
E57C
E57B
E57A
E58
E59
E60
E61
E62
E63
E64B
E64A
E49B
E49A
E50
E51
E52
E53
E54
E55
E56D
E56C
E56B
E56A
E41B
E41A
E42
E43
E44
E45
E46
E47
E48
E33
E34
E35
E36
E37
E38
E39
E40B
E40A
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
N
A N
S I
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US Army Corps
%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
SHEET KEYNOTES
B1
SCALE: 1/8" = 1' 0 8'4' 16'
(25KVA)
TO PULSER #3
(125KVA)
TO PULSER #1
E-201
E-201
E12
E13
E11
E26
E23
E19
E18
E14
E17
E22
E16
E24
(TYP)
(TYP)
(TYP)
(TYP)
FOR DETAILS.
STRUCTURAL CONCRETE AND SHEET S-101
SPECIFICATION SECTION 03 45 33 PRECAST
INSTALL PRECAST CONCRETE SLEEPERS. SEE
PRECAST CONCRETE SLEEPER. FURNISH AND
(TYP)
(TYP)
E12
E13
E11
N
E-503
E-504
E-503
E-504
E-301
M A
T C
H L
IN
E E -1
E-505
E-505
RACEWAY ENCLOSURE
EXISTING FIBERGLASS
ENCLOSURE.
SHALL BE UNISTRUT MOUNTED IN NEMA 4X
MODEL #OTDC OR EQUAL. EACH DISCONNECT
IN ACCORDANCE WITH UL98B. PROVIDE ABB
SECOND SHORT-TIME WITHSTAND CURRENT)
DISCONNECT RATED 1500VDC, 400A, 10KA (1
FURNISH AND INSTALL ABB DC SAFETY
(TYP)
(TYP)
DEMONSTRATION BARRIER ELECTRODE LAYOUT - PROPOSED
SPECIFICATION SECTION 26 05 19.00 10.
COMPONENTS TO MAKE CONNECTIONS. SEE
SHALL FURNISH ALL NECESSARY
MEDIUM VOLTAGE CABLE. CONTRACTOR
MV CABLE. INSTALL GOVERNMENT PROVIDED
GENERAL NOTES
A N
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REVISED AS-BUILT
R F I#
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BILLETS FOR ELECTRODES.
SPECIFICATION SECTION 05 18 00 STEEL
IN LENGTH. SEE APPROXIMATELY
BILLETS 5"X5" IN CROSS SECTION AND
GOVERNMENT FURNISHED ELECTRODE STEEL
ELECTRODE STEEL BILLETS. INSTALL
THE TOP LAYER OF ELECTRODES.
CONNECTIONS SHALL BE PLACED ON THE TOP OF
WHERE ELECTRODES ARE BUNDLED, THE 1.
IN THE DOOR. (TYPICAL OF 6)
INSIDE THE BOX WITH A SHUTOFF HANDLE MOUNTED
POLE ABB OTDC400U12 DISCONNECTER MOUNTED
36Hx30Wx16D NEMA 4X HINGED DOOR WITH THREE
E26
E23
E19
E18
E14
E17
E22
E16
E24
4/0
4/0
4/0
350MCM
350MCM
350MCM
350MCM
350MCM
350MCM
350MCM
350MCM
350MCM
PULSER-3
PULSER-3
PULSER-3
PULSER-1
PULSER-1
PULSER-1
PULSER-1
PULSER-1
B/ELECTRODES)
(ELEV. 552.48
SLEEPER#1
B/ELECTRODES)
(ELEV. 552.53
SLEEPER#2
B/ELECTRODES)
(ELEV. 552.50
SLEEPER#3
B/ELECTRODES)
(ELEV. 552.45
SLEEPER#4
B/ELECTRODES)
(ELEV. 552.49
SLEEPER#5
B/ELECTRODES)
(ELEV. 552.49
SLEEPER#10
B/ELECTRODES)
(ELEV. 552.49
SLEEPER#9
B/ELECTRODES)
(ELEV. 552.60
SLEEPER#8
B/ELECTRODES)
(ELEV. 552.57
SLEEPER#7
B/ELECTRODES)
(ELEV. 552.54
SLEEPER#6
4 4 4 4 4
44444
44 4
155.5'
LOCATED ON WEST BANK.
ELEV. = 585.8
GRADES TAKEN FROM USACE 2 BRASSDISK.1.
NOTE:
THE BOTTOM.
TURNED OVER THAT THE CONNECTIONS ARE ON
THE BOTTOM LAYER ELCTRODES SHALL BE 2.
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U .S
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P S O
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®of Engineers
US Army Corps
SCALE: 1/8" = 1'
N
0 8'4' 16'X-###
X# BARRIER IIA ELECTRODE LAYOUT PROPOSED
SHEET KEYNOTES
SPECIFICATION 26 05 19.00 10.
COMPONENTS TO MAKE CONNECTIONS. SEE
SHALL FURNISH ALL NECESSARY
MEDIUM VOLTAGE CABLE. CONTRACTOR
MV CABLE. INSTALL GOVERNMENT PROVIDED
SPECIFICATION SECTION 26 24 13.
BASIS MERSEN OR EQUAL AS DESCRIBED IN
INSTALL OFF LOAD DISCONNECTOR DESIGN
OFF LOAD DISCONNECTOR. FURNISH AND
BILLETS FOR ELECTRODES.
SPECIFICATION SECTION 05 18 00 STEEL
APPROXIMATELY 160' IN LENGTH. SEE
BILLETS 5"X5" IN CROSS SECTION AND
GOVERNMENT FURNISHED ELECTRODE STEEL
ELECTRODE STEEL BILLETS. INSTALL
GENERAL NOTES
S I
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THE
TURNED OVER THAT THE CONNECTIONS ARE ON
THE BOTTOM LAYER ELCTRODES SHALL BE 3.
THE TOP LAYER OF ELECTRODES.
CONNECTIONS SHALL BE PLACED ON THE TOP OF
WHERE ELECTRODES ARE BUNDLED, THE 2.
CONFIGURATION.
WIRED IN THE FIELD TO MAINTAIN EXISTING WIRING
ALL CABLES SHALL BE WIRED AS ORIGINALLY 1.
SIDE.
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4 4 4 4 4
(TYP)
(TYP)
(TYP)
(TYP)
ELEV. 551.20'
SLEEPER#2
ELEV. 551.19'
SLEEPER#3
ELEV. 550.44'
SLEEPER#4
ELEV. 550.77'
SLEEPER#5
ELEV. 551.33'
SLEEPER#4
ELEV. 551.44'
SLEEPER#3
ELEV. 551.67'
SLEEPER#2
ELEV. 551.1'
SLEEPER#5
ELEV. 553.27'
SLEEPER#1
ELEV. 553.44'
SLEEPER#1
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®of Engineers
US Army Corps
B A
R R
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R I
IB
SHEET KEYNOTES
SPECIFICATION SECTION 26 05 19.00 10.
COMPONENTS TO MAKE CONNECTIONS SEE
SHALL FURNISH ALL NECESSARY
MEDIUM VOLTAGE CABLE. CONTRACTOR
MV CABLE. INSTALL GOVERNMENT PROVIDED
SPECIFICATION 26 14 13.
BASIS MERSEN OR EQUAL AS DESCRIBED IN
INSTALL OFF LOAD DISCONNECTOR DESIGN
OFF LOAD DISCONNECTOR. FURNISH AND
BILLETS FOR ELECTRODES.
SPECIFICATION SECTION 05 18 00 STEEL
APPROXIMATELY 160' IN LENGTH. SEE
BILLETS 5"X5" IN CROSS SECTION AND
GOVERNMENT FURNISHED ELECTRODE STEEL
ELECTRODE STEEL BILLETS. INSTALL
N
X-###
X# BARRIER IIB ELECTRODE LAYOUT PROPOSED
E-103
A J
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THE
TURNED OVER THAT THE CONNECTIONS ARE ON
THE BOTTOM LAYER ELCTRODES SHALL BE 3.
THE TOP LAYER OF ELECTRODES.
CONNECTIONS SHALL BE PLACED ON THE TOP OF
WHERE ELECTRODES ARE BUNDLED, THE 2.
CONFIGURATION.
WIRED IN THE FIELD TO MAINTAIN EXISTING WIRING
ALL CABLES SHALL BE WIRED AS ORIGINALLY 1.
SIDE.
(TYP)
(TYP)
ELEV. 552.3'
SLEEPER#1
ELEV. 551.3'
SLEEPER#2
ELEV.
SLEEPER#6
ELEV.
SLEEPER#7
ELEV. 551.55'
SLEEPER#3
ELEV.
SLEEPER#8
ELEV. 551.64'
SLEEPER#4
ELEV.
SLEEPER#9
UPSTREAM (NARROW ARRAY)
DOWNSTREAM (NARROW ARRAY)
FLOW
ELEV.
SLEEPER#10
ELEV. 551.87'
SLEEPER#5
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®of Engineers
US Army Corps
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
E01 E02 E03 E04 E05 E06 E07
1 SCALE: NTS
CONCRETE SLEEPER SECTION
2 SCALE: NTS
5"
LAYOUT A-A
A5
(SPACE)
(ELEV: 550' APPROX.)
BOTTOM OF CANAL
(ELEV: 552.50' APPROX.)
BOTTOM OF ELECTRODES
E09 E09 E10 E11 E12
(SPACE)(SPACE) (SPACE)
CONCRETE SLEEPER SECTION
IL
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SEE SHEET E-701 FOR ELECTRODE TABLE.2.
ELECTRODES ARE 5"X5" WELDABLE STEEL.1.
A N
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PULSER I
(125 KVA)
PULSER 3
(25 KVA)
S O
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®of Engineers
US Army Corps
E X
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TAG ALL CABLE ACCORDINGLY
5KV, 350KCMIL TYPE MV-90
E L E
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5KV, 4/0 TYPE MV-90
E L E
C T
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SCALE: NTS
D1
SCALE: NTS
SINGLE WIRING CONNECTION DETAIL
D2
SCALE: NTS
SINGLE WIRING CONNECTION DETAIL
SCALE: NTS
GENERAL NOTE
1 2
TYPE.
ALSO INDICATE VOLTAGE CLASS, SIZE, AND
ELECTRODES TO PULSER 1 AND PULSER 3.
CABLE CONNECTING FROM EXISTING
POINT TO POINT CONNECTIONS OF ALL
SHALL SUBMIT WIRING DIAGRAM SHOWING
PULSER 1 AND PULSER 3 CONTRACTOR
PRIOR TO DISCONNECTING CABLES AT 1.
DEMONSTRATION BARRIER PULSER WIRING CONNECTION DETAIL DEMONSTRATION BARRIER PULSER WIRING CONNECTION DETAIL
A N
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®of Engineers
US Army Corps
30'-0"30'-0"30'-0"30'-0"
CLCANAL
CLCANAL
REMOVE EXISTING CABLE
NEW CABLE
NEW SLEEPERS (10 EACH)
ELECTRODES (12 EACH)
NEW STEEL BAR
REMOVE EXISTING CABLE
REMOVE EXISTING CABLE
22'-10"22'-10"22'-10"22'-10"22'-10"
REMOVE EXISTING ENCLOSURE
GROUT FILL BOREHOLE TO CANAL
REMOVE EXITING SLEEPERS
CONNECTORS
NEW ELECTRODE
NEW JUMPERS
E N
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CROSS SECTION AT ELECTRODE DEMOLITION
CROSS SECTION AT NEW ELECTRODE PLACEMENT
SCALE: 1/8" = 1' 0 8'4' 16'
ED-501
0 8'4' 16'E1
0 8'4' 16'A1
GENERAL NOTES
WITH CANAL.
GROUT FILL WEST BORE HOLE TO INTERSECTION 4.
LEVEL AREA.3.
REMOVE CONSTRUCTION DEBRIS.2.
PAD.
DEMOLISH MOLDED ENCLOSURE AND CONCRETE 1.
ED-501
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®of Engineers
US Army Corps
WEST BANK
ELECTRODE CONNECTION WIRE TO WEST SIDE
BOTTOM OF CANAL
41.
8°
EAST BANK
CAST IN PLACE CONCRETE BUS DUCT
19.3°
19.3°
EAST BANK
EAST BANK
CAST IN PLACE CONCRETE BUS DUCT
CAST IN PLACE CONCRETE BUS DUCT
TOP OF ELECTRODE ELEV. 552.5'
BOTTOM OF CANAL
BOTTOM OF CANAL
TO WEST DISE
CONNECTION WIRE
ELECTRODE
WEST BANK
WEST BANK
ELEV. 552.5'
TOP OF ELECTRODE
WIRE TO WEST SIDE
ELECTRODE CONNECTION
5"X5" A36 STEEL BILLET ELECTRODE
BILLET ELECTRODE
5"X5" A36 STEEL
5"X5" A36 STEEL BILLET ELECTRODE
SCH. 40 PVC PIPE
BORE HOLE LINED WITH
SCH. 40 PVC PIPE
BORE HOLE LINED WITH
SCH. 40 PVC PIPE
BORE HOLE LINED WITH
ELECTRODE SUPPORT SLEEPER
ELECTRODE SUPPORT SLEEPER ELECTRODE SUPPORT SLEEPER
ELECTRODE SUPPORT SLEEPER ELECTRODE SUPPORT SLEEPER
E N
A M
E1
SCALE: 3/32" = 1' 0 8' 32'16'R-103
F2
R-103
F3
A1
SCALE: 3/32" = 1' 0 8' 32'16'R-103
F4
CROSS SECTION S5
CROSS SECTION S7
A N
S I
D
E L E
C T
R
IC
F
IS
H D
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R S
A L B
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L
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C T
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D E R
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C E
M E
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C H
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A G
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A N
IT
A R
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A N
A L
D E
C E
M B
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W P -1
-C -0
C H
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L
IN
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S L
A S
A L L E S
T S
U
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T R
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C1
SCALE: 3/32" = 1' 0 8' 32'16'
CROSS SECTION S6
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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S U
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IT
T E
D B
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C O
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D B
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D R
A W
N B
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IS
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U E D
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SHEET ID
B
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D
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F
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2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
®of Engineers
US Army Corps
C1
SCALE: 3" = 1' 6"0 3" 1'
A1
SCALE: 3" = 1' 6"0 3" 1'
ELECTRODE THREADED HOLE PATTERN AT CABLE CONNECTIONS
ELECTRODE WIRING CONNECTION
A N
S I
D
E L E
C T
R
IC
F
IS
H D
IS
P E
R S
A L B
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R
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R
W P -1
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D
F
IL
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M
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C H
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IN
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S L
A S
A L L E S
T S
U
IT
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C H
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IR
IN
G
B A
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B
A R
R
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R I
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K P
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M K
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.d g n
REVISED AS-BUILT
R F I#
/1 /2
/1
/2
F
IE
L D C
H A
N G
E S
1'-9 1/2 " 3'-7"
1 1/2 "
4 11/16 "
3/4 "
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