E LINE DRAWING.pdf
PDF 5 MB Posted
- Attached to
- Corrosion Control System Upgrades
- Solicitation number
- OP138382(2)
- Issued by
- California
About this file
This is a technical drawing document for cathodic protection corrosion control systems on the Los Angeles County Metropolitan Transportation Authority's (LACMTA) E Line passenger rail project, financed in part through a Federal Transit Administration grant under the Federal Transit Act of 1964. The project encompasses cathodic protection installations across multiple Metro divisions and locations, including Division 1 through Division 18 and three additional maintenance locations throughout Los Angeles County. The scope of work involves the installation of high-potential magnesium anodes, test stations, reference electrodes, and related electrical components at three primary stations: Mariachi Station, Soto Station, and East Portal. Work requirements include trenching and excavation, utility location verification through potholing and Underground Service Alert (USA) notification 48 hours prior to work commencement, anode installation and cable securing, backfill composition preparation, and pavement reconstruction with traffic control measures. The drawings indicate specific action items at each station, including installation of new anodes in pairs at multiple test station locations and two elevator rooms per station, with some existing test stations requiring wire excavation and location work.
The contract specifications require all construction to conform to National Association of Corrosion Engineers (NACE) standards and approved project specifications. Magnesium anode specifications include 48-pound ingot weight (96 pounds packaged), 5" x 5" x 31" ingot dimensions, and specific chemical composition requirements for magnesium, aluminum, manganese, copper, nickel, iron, and other elements. Installation requirements include proper backfill composition of 75 percent gypsum, 20 percent bentonite, and 5 percent sodium sulfate; installation of #12 AWG THHN and XHHW cable with pin-brazed connections to steel pipes; and reference electrode installation. The contractor bears responsibility for Cal/OSHA permits for excavations exceeding five feet in depth, proper disposal of excavated materials, surface restoration to pre-construction conditions, and compliance with all encroachment permits from local authorities having jurisdiction. The drawing set includes eight sheets addressing cover information, overall alignment, station-specific details, equipment specifications, installation procedures, and electrical isolation requirements.
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METRO MAINTENANCE AND BUS DIVISIONS
BUILDING ADDRESS
DIVISION 2 720 E. 15TH ST., LOS ANGELES 90021
DIVISION 3 630 W. AVENUE 28, LOS ANGELES 90065
DIVISION 4 7878 TELEGRAPH RD., DOWNEY 90240
DIVISION 5 1130 VAN NESS AVE., LOS ANGELES 90062
DIVISION 7 8800 SANTA MONICA BLVD., WEST HOLLYWOOD 90069
DIVISION 8 9201 CANOGA AVE., CHATSWORTH 91311
DIVISION 9 3449 SANTA ANITA AVE., EL MONTE 91731
DIVISION 10 742 N. MISSION ROAD, LOS ANGELES 90033
DIVISION 15 11900 BRANDFORD ST., SUN VALLEY 91352
DIVISION 18 450 W. GRIFFITH ST., GARDENA 90248
LOCATION 29 706 E. 15TH ST., LOS ANGELES 90021
LOCATION 122 2100 FRANK MODUGNO RD., SYLMAR 91340
LOCATION 123 10036 OLD DEPOT PLAZA RD., CHATSWORTH 91311
CATHODIC PROTECTION SHEET INDEX
SHEET
NUMBER SHEET NAME
CP-00 COVER SHEET AND SHEET INDEX
CP-01 E LINE - OVERALL ALIGNMENT
CP-02 E LINE - MARIACHI STATION
CP-03
CP-04
CP-05
CP-06
CP-07
CP-08
DIVISION 1 1130 E. 6TH ST., LOS ANGELES 90021
E LINE - CATHODIC PROTECTION DETAILS I
ABBREVIATIONS
ABV.
SHEET NAME
CP CATHODIC PROTECTION
NACE NATIONAL ASSOCIATION OF CORROSION ENGINEERS
IFK INSULATION FLANGE KIT
GENERAL NOTES:
1. TRENCHING AND EXCAVATION NOTES:
a. THE UTILITY LOCATIONS ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE
USED FOR REFERENCE ONLY. UTILITY LOCATIONS AND ALL OTHER
SUBSTRUCTURES SHALL BE FIELD VERIFIED BY POTHOLING.
b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE
ALERT (USA) 811, 48 HOURS (NOT INCLUDING INITIAL DAY) PRIOR TO START OF
WORK.
c. TRENCH LIMITATIONS WILL BE GOVERNED BY THE PERMITTING AGENCY.
d. NOTIFY THE LOCAL DISTRICT CONTACT AND THE REGION'S ENVIRONMENT
SPECIALIST IF CONTAMINATED SOIL IS ENCOUNTERED OR SUSPECTED.
e. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH TITLE EIGHT (8) OF THE
CALIFORNIA CODE OF REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REQUIRED CALOSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR
GREATER.
2. CATHODIC PROTECTION NOTES:
a. ANODES SHALL BE FIELD LOCATED AS DEEMED NECESSARY AND CLEAR FROM ANY
EXISTING BURIED UTILITIES/STRUCTURES/CABLES.
b. ANODE CABLES ARE TO BE INSTALLED AND SECURED WITHOUT DAMAGE TO THE
INSULATION.
3. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS OR
STORM DRAIN CHANNELS. ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE
REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE CONTRACTOR. ALL
DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID
PONDING AND RESTORED TO NEAR NATURAL OR PRE-CONSTRUCTION CONDITIONS.
4. INFORMATION ON EXISTING UTILITIES AND OTHER SUBSTRUCTURES SHALL BE OBTAINED
FROM THE APPROPRIATE AGENCIES. ALL CONSTRUCTION SHALL BE DONE A MINIMUM 48
HOURS AFTER USA DIG CALL ALERTS HAVE BEEN MADE AND USA DIG HAS CLEARED THE
AREA.
5. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF THE
INSTALLATIONS, PAVEMENT RECONSTRUCTION, APPROVED TRAFFIC CONTROL DEVICES (AS
REQUIRED) AND IN ACCORDANCE WITH SECURED OR PROVIDED PERMITS FROM RELEVANT
LOCAL AUTHORITIES HAVING JURISDICTION.
6. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT SPECIFICATIONS,
AND SHALL BE AS PER APPROVED DRAWINGS. ALL PROPER ENCROACHMENT PERMITS AS
REQUIRED BY THE DISTRICT OR LOCAL AUTHORITY HAVING JURISDICTION MUST BE MET
BEFORE BEGINNING THE FIELD INSTALLATION.
REF REFERENCE ELECTRODE
E LINE - CATHODIC PROTECTION DETAILS II
E LINE - CATHODIC PROTECTION DETAILS III
E LINE - EQUIPMENT SCHEDULE
E LINE - SOTO STATION
E LINE - EAST PORTAL
CNL COULD NOT LOCATE
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
COVER SHEET AND SHEET INDEX
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
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CP-00
PASSENGER LINE E
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
OVERALL ALIGNMENT
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
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CP-01
EAST PORTAL
SEE SHEET CP-04
MARIACHI STATION
SEE SHEET CP-02
SOTO STATION
SEE SHEET CP-03
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
MARIACHI STATION
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
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CP-02
CP-02
MARIACHI STATION
SCALE: NOT TO SCALE
SYMBOL CP EQUIPMENT REFERENCE DETAIL
EXISTING TEST
STATION -
MARIACHI STATION
TEST STATION LOCATION ACTION
NEEDED REQUIREMENTS
T-1 STREET LEVEL YES INSTALL NEW ANODES (2)
T-2 CNL YES EXCAVATE AND LOCATE WIRES
T-5 STREET LEVEL NO N/A
T-6 STREET LEVEL NO N/A
T-7 STREET LEVEL NO N/A
T-8 STREET LEVEL NO N/A
T-9 STREET LEVEL YES INSTALL NEW ANODES (2)
Ukn STREET LEVEL YES INSTALL NEW TEST STATION AND ANODES (2)
T-12 STREET LEVEL NO N/A
ELEVATOR #1 ROOM M131 YES INSTALL NEW ANODES (2)
ELEVATOR #2 ROOM M123 NO N/A
T-9/T-12
T-6
T-8
T-5/T-7
Ukn
T-1
*NOTE: TWO TEST STATIONS WERE FOUND ON SITE LABELED AS 'T-5'
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
SOTO STATION
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
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CP-03
CP-03
SOTO STATION
SCALE: NOT TO SCALE
SYMBOL CP EQUIPMENT REFERENCE DETAIL
EXISTING TEST
STATION -
SOTO STATION
TEST STATION LOCATION ACTION
NEEDED REQUIREMENTS
T-1 CNL YES EXCAVATE AND LOCATE WIRES
T-5* STREET LEVEL NO N/A
T-5 STREET LEVEL YES INSTALL NEW ANODES (2)
T-6 STREET LEVEL YES INSTALL NEW ANODES (2)
T-7 STREET LEVEL YES INSTALL NEW ANODES (2)
T-9 STREET LEVEL YES INSTALL NEW ANODES (2)
Ukn STREET LEVEL YES INSTALL NEW ANODES (2)
T-14 STREET LEVEL YES INSTALL NEW ANODES (2)
T-15 STREET LEVEL NO N/A
ELEVATOR #1 ROOM M131 YES INSTALL NEW ANODES (2)
ELEVATOR #2 ROOM M123 YES INSTALL NEW ANODES (2)
T-15 (WEST
OF PIT)
T-14
T-9 T-5*/Ukn
T-6 T-5/T-7
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
EAST PORTAL
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
D
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EXP. 05/07/25
CP-04
CP-04
EAST PORTAL
SCALE: NOT TO SCALE
SYMBOL CP EQUIPMENT REFERENCE DETAIL
EXISTING TEST
STATION -
EAST PORTAL
TEST STATION LOCATION ACTION
NEEDED REQUIREMENTS
T-4 STREET LEVEL YES INSTALL NEW ANODES (2)
T-5 STREET LEVEL YES INSTALL NEW ANODES (2)
T-6 STREET LEVEL YES INSTALL NEW ANODES (2)
CP-05
GACP TEST STATION DETAIL
SCALE: NOT TO SCALE
ANODE CABLE
TO NEW OR EXISTING TEST
STATION, SEE DETAIL
NATURAL SOIL BACKFILL
BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULPHATE
48LB. ANODE SPECS:
INGOT WEIGHT: 48 LBS.
PKGD WEIGHT: 96 LBS.
INGOT DIMENSIONS: 5" X 5" X 31"
PKGD DIMENSIONS: 8" X 34"
ELEMENT CONTENT %
Al 0.010%
Mn 0.50 - 1.30%
Cu 0.02% MAX.
Ni 0.001% MAX.
OTHER 0.30% MAX.
Mg REMAINDER
Fe 0.03% MAX.
CHEMICAL COMPOSITION
IMPORTANT NOTE:
REMOVE PLASTIC BAG
FROM ANODE BEFORE
INSTALLING.
REFERENCE
ELECTRODE, SEE
DETAIL 1
CP-6
#12 AWG THHN STRUCTURE LEADS
PIN-BRAZED TO PIPE
FLUSH TEST STATION WITH TERMINAL
BOARD, SEE DETAIL 3
GRADE
0.01 OHM WIRE SHUNT
TERMINAL FOR
ANODE CABLE(S)
TERMINAL FOR
STRUCTURE TEST
TERMINAL FOR
STRUCURE CABLE
TERMINAL FOR
REFERENCE
ELECTRODE
6'
GRADE
PACKAGED BACKFILL
MAGNESIUM ALLOY INGOT
GALVANIZED STEEL CORE
CLOTH BAG
EPOXY
SILVER SOLDERED
CONNECTION
SECURE WITH
TIE WIRE
#12 AWG XHHW
LEAD WIRE
PACKAGED HIGH POTENTIAL
48# MAGNESIUM ANODE, SEE DETAIL
(QUANTITIES AS SHOWN ON LAYOUT SHEETS)
HIGH-POTENTIAL MAGNESIUM
ANODE INSTALLATION, SEE DETAIL
12"
5' MIN
CP-05
ANODE INSTALLATION DETAIL
SCALE: NOT TO SCALE
CP-05
HIGH POTENTIAL MAGNESIUM ANODE DETAIL
SCALE: NOT TO SCALE
CP-05
TEST STATION PANEL BOARD DETAIL
SCALE: NOT TO SCALE
TEST REF
PIPE ANODE
5" X 4" PHENOLIC PANEL BOARD
ENGRAVING
CP-6
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
CATHODIC PROTECTION DETAILS I
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
D
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N AL
EXP. 05/07/25
CP-05
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PIPELINE
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CP-06
REFERENCE ELECTRODE DETAIL
SCALE: NOT TO SCALE
#12 AWG XHHW LOOPED
SNUGLY AROUND PIPE
ROUTE CABLE TO
TEST STATION
CP-06
STRUCTURE CONNECTION TO PIPE
SCALE: NOT TO SCALE
PIN BRAZED
CONNECTION, SEE
DETAIL 4
BELOW GRADE CONNECTION
ABOVE GRADE
CONNECTION
#12 AWG XHHW CABLE
ROUTED BACK TO TEST
STATION
CP-06
ELECTRICAL ISOLATION DETAILS (FOR REFERENCE)
SCALE: NOT TO SCALE
ABOVE GRADE PIPING
METALLIC
UNION BODY
ISOLATING FITTING
BELOW GRADE PIPING
INSULATING WASHER (TYP)
INSULATING GASKET
STEEL FLANGE BOLTINSULATING SLEEVE
PROTECTED PIPE
FLANGE
STEEL WASHER (TYP)
STEEL FLANGE NUT
UNPROTECTED PIPE
CP-06
PIN BRAZING DETAILS
SCALE: NOT TO SCALE
PROCEDURE:
STEP 1 REMOVE COATING FOR 2" FROM PIN LOCATION. FILE PIPE TO BRIGHT METAL
FINISH AND DRY ANY MOISTURE WITH A TOWEL.
STEP 2 INSERT PIN AND CERAMIC FERRULE INTO GUN.
STEP 3 POSITION GUN AS REQUIRED ON METAL SURFACE.
STEP 4 DEPRESS TRIGGER TO BRAZE PIN TO METAL.
STEP 5 TEST THE CONNECTION WITH A HAMMER. THIS WILL ALSO REMOVE CERAMIC
FERRULE. DO NOT DAMAGE THREADS ON PIN.
NOTES:
1. FOR BURIED PIPE-TO-CABLE CONNECTIONS, THE DIRECT PIN BRAZE CONNECTION (NOT
THE THREADED STUD) SHALL BE USED ALONG WITH A ROYSTON HANDY CAP) OR EQUAL.
2. COAT ALL BURIED PIN BRAZED WITH APPROVED MASTIC COATING.
COATING REPAIR AS SPECIFIED,
SEE NOTE
CABLE LUG
CABLE
M8 THREADED BRAZING
PIN WITH NUTS AND
WASHER
CERAMIC FERRULE FOR
THREADED PIN
PIPE COATING
EXPOSED METAL SURFACE2"
#14 AWG STRANDED COPPER
CABLE WITH RHW INSULATION
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
CATHODIC PROTECTION DETAILS II
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
D
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IL
A
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N AL
EXP. 05/07/25
CP-06
AutoCAD SHX Text
TOP OF PIPE
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
FLOW
CP-07
TYPICAL ELEVATOR CP JUNCTION BOX
SCALE: NOT TO SCALE
CP-07
TYPICAL ELEVATOR CP INSTALLATION
SCALE: NOT TO SCALE
WATERPROOF COLLAR
STEEL CASING
SAND
JACK ASSEMBLY
PIT
CHANNELS
(2) HIGH-POTENTIAL
MAGNESIUM ANODE
RIBBON ALONG
LENGTH OF CASING
CONDUIT TO EXISTING
CP JUNCTION BOX
#12 AWG XHHW
STRUCTURE LEADS
PIN-BRAZED TO JACK
ASSEMBLY
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
CATHODIC PROTECTION DETAILS III
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
D
TS
IL
A
TI
N AL
CP-07
CP-08
EQUIPMENT SCHEDULE
SCALE: NOT TO SCALE
10/30/24
L. PEDERSON
E. JOHNSON
E. JOHNSON E LINE
IN CHARGE
CHECKED BY
SCALE
DRAWN BY
DESIGNED BY
S. SINGH
DATE:
THE PREPARATION OF THIS
DRAWING HAS BEEN FINANCED IN
PART THROUGH A GRANT FROM
THE U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL TRANSIT
ADMINISTRATION (FTA), UNDER THE
FEDERAL TRANSIT ACT OF 1964, AS
AMENDED, AND IN PART BY THE
TAXES OF THE CITIZENS OF
LOS ANGELES COUNTY AND OF
THE STATE OF CALIFORNIA.
SHEET NO
REV DATE BY APP REG NO. EXPIRES SEAL HOLDER DESCRIPTION
CORROSION CONTROL
DRAWING NO
CONTRACT NO
REV
601 S. FIGUEROA ST. SUITE 3800
LOS ANGELES, CA 90017
PS46172000
AS INDICATED
LOS ANGELES COUNTY
METROPOLITAN TRANSPORTATION AUTHORITY
23309 LA PALMA AVE YORBA LINDA, CA 92887
EQUIPMENT SCHEDULE
IC
EPSNOITCETORPCI
OHTAC
ECA N
N A C E I N T E R N AT I O
HGNISJVRAS
No. 6125
D
TS
IL
A
TI
N AL
CP-08
File details come from the government source that posted it. Updated .