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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Other files

File Type Posted
IFB No. OP138382(2).pdf PDF
EXHIBIT B - PRICING AGREEMENT.pdf PDF
EXHIBIT F - RELEASE OF CLAIMS.pdf PDF
EXHIBIT H - DELIVERABLES AND PAYMENT SCHEDULE.pdf PDF
EXHIBIT 15 - BID BOND.pdf PDF
EXHIBIT 7 - LIST OF COMPLETED CONTRACTS - LAST FIVE (5) YEARS.pdf PDF
EXHIBIT 5 - BID LETTER.pdf PDF
SUBCONTRACTOR LISTING FORM.pdf PDF
EXHIBIT E-1 - PAYMENT CERTIFICATION (CONTINUOUS).pdf PDF
EXHIBIT A - SOW 7.23.26.pdf PDF
A LINE DRAWING.pdf PDF
EXHIBIT 12 - MINIMUM QUALIFICATIONS.pdf PDF
FORM 3 - BUSINESS DATA SHEET.pdf PDF
FORM 1 - SBE-DVBE SUBS & SUPPLIERS.pdf PDF
FORM 6 - SBE-DVBE DEALER-DISTR AFFIRMATION.pdf PDF
FORM 4 - SBE-DVBE AFFIRMATION.pdf PDF
EXHIBIT C - LIQUIDATED DAMAGES.pdf PDF
EXHIBIT E-2 - PAYMENT CERTIFICATION (FINAL).pdf PDF
C LINE DRAWING.pdf PDF
EXHIBIT 8 - ETHICS DECLARATION.pdf PDF
EXHIBIT 11 - NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER.pdf PDF
EXHIBIT 9 - GENERAL CERTIFICATIONS.pdf PDF
FORM 5 - BIDDERS LIST FORM.pdf PDF
EXHIBIT 13 - CERTIFICATION OF PROSPECTIVE CONTRACTOR.pdf PDF
EXHIBIT 16 PERFORMANCE AND PAYMENT BOND.pdf PDF
EXHIBIT G - APPROVED SUBCONTRACTORS AND SUPPLIERS.pdf PDF
EXHIBIT D - DEOD CONTRACT COMPLIANCE MANUAL (Non-Fed).pdf PDF
B D LINE DRAWING.pdf PDF
EXHIBIT 10 - CERTIFICATE OF COMPLIANCE WITH 49 CFR PART 655.pdf PDF
FORM 2 - AFFIDAVIT.pdf PDF
EXHIBIT 3 - RESERVED.pdf PDF
EXHIBIT 4 - LIST OF CERTIFIED FIRMS.pdf PDF
EXHIBIT 2 - SCHEDULE OF QUANTITIES AND PRICES.pdf PDF
EXHIBIT 6 - LIST OF CURRENT CONTRACTS - BACKLOG.pdf PDF
EXHIBIT 14 -PUBLIC WORKS VERIFICATION FORM.pdf PDF
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Text version

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

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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

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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

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N A C E I N T E R N AT I O

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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

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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

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N A C E I N T E R N AT I O

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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

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OHTAC

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No. 6125

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EXP. 05/07/25

CP-05

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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

TS

IL

A

TI

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 .