0 002

SHEET INDEX

REV SHEET NO. DESCRIPTION

0 001 COVER PAGE

CATHODIC PROTECTION

GENERAL NOTES, LEGEND & ABBREVIATIONS

0 003 CATHODIC PROTECTION SITE PLAN

0 004 CATHODIC PROTECTION DETAILS

0 005 CATHODIC PROTECTION DETAILS

CATHODIC PROTECTION SYSTEM UPGRADES

SYSTEM CP12

EAST DEL AMO/GARDENIA, LONG BEACH, CA 90807

0 006 MATERIALS LIST AND ITEMS NEEDED

FOR CONSTRUCTION

PROJECT

LOCATION

MCU#:

APPROVED:

WO#:

Job No.

DRAWN:

DATE:

V ICINITY MAP

N GPS: 33°50'50.80"N, 118°10'8.99"W

SAFETY NOTES: CORRPRO COMPANIES, INC. DOES NOT ASSUME ANY LIABILITY FOR THE PROTECTION OR SAFETY OF ANY PERSON OR PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE LAWS (FEDERAL, STATE AND LOCAL), STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION AND ANY REQUIREMENTS IMPOSED BY THE PROPERTY OWNER(S). THE FOLLOWING SAFETY NOTES ARE FOR INFORMATIONAL PURPOSES ONLY.

1. PIPELINES AND APPURTENANCES CONSTRUCTED IN THE VICINITY OF OVERHEAD POWER LINES CAN EXPERIENCE UNSAFE ELECTRICAL VOLTAGES AND POTENTIALLY LETHAL SHOCK HAZARDS WHILE THIS EQUIPMENT IS BEING HANDLED ABOVEGROUND AND UPON PLACEMENT IN THE PIPE TRENCH. CONTRACTOR IS RESPONSIBLE FOR ALL PERSONNEL AND EQUIPMENT SAFETY DURING THE COURSE OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO AWARENESS TRAINING, ALL SAFETY PRECAUTIONS AND

INTERIM ELECTRICAL GROUNDING.

2. CONTRACTOR SHALL ENSURE ALL INDIVIDUALS PERFORMING THE TASK OF THERMITE WELDING OR PIN BRAZING ARE PROPERLY TRAINED. THERMITE WELDING AND PIN BRAZING ACTIVITIES REQUIRE FIRE EXTINGUISHERS ON-SITE, SAFETY GLASSES, GLOVES AND FIRE-RESISTANT CLOTHING TO BE WORN AND LAYERED TO ELIMINATE SLAG

FROM ENTERING AN INDIVIDUAL'S SLEEVE AND GLOVE. HEARING PROTECTING REQUIRED.

3. FACE SHIELD AND GLOVE REQUIRED FOR GRINDING.

SAFETY ALERT: THIS DOCUMENT DOES NOT FULLY REFLECT ACTUAL SITE OR SUBSURFACE CONDITIONS AND SHALL NOT BE RELIED UPON FOR THE LOCATION OF ANY UTILITIES, CURRENTS, HAZARDS OR OTHER CONDITIONS WHERE THE WORK IS TO BE PERFORMED. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED. THIS DOCUMENT IS FURTHER SUBJECT TO ALL SAFETY NOTES SET FORTH HEREIN.

NOTICE: THIS DOCUMENT IS PREPARED IN RELIANCE UPON INFORMATION PROVIDED BY OTHERS AND INTENDED FOR SPECIFIC APPLICATION UNDER THE INTENDED PURPOSE AND CONDITIONS. THIS DOCUMENT, AND ANY DESIGNS OR DETAILS, ARE THE PROPERTY OF CORRPRO COMPANIES, INC. AND SHALL NOT BE COPIED, REPRODUCED, TRANSMITTED, MODIFIED, RELIED UPON OR USED FOR ANY OTHER PURPOSE WITHOUT THE PRIOR EXPRESS WRITTEN PERMISSION OF CORRPRO. CORRPRO DOES NOT WARRANT THE ACCURACY OF INFORMATION DEPICTED AND ASSUMES NO LIABILITY FOR ANY UNAUTHORIZED COPY, REPRODUCTION, TRANSMITTAL, MODIFICATION, RELIANCE OR USE HEREOF. ANY USE REQUIRES AN INDEPENDENT DETERMINATION BY A QUALIFIED DESIGN PROFESSIONAL OF THE ACCURACY AND SUITABILITY OF ANY DATA, DESIGN, APPROVED BY:

FOR INFORMATION

DATE ISSUED: 11.29.2022

DETAIL OR INFORMATION TO THE APPLICATION AND CONDITIONS. FAILURE TO COMPLY MAY RESULT IN PROPERTY DAMAGE OR PERSONAL INJURY FOR WHICH CORRPRO SHALL HAVE NO LIABILITY. ELECTRONIC TRANSMISSION MAY RESULT IN ERRORS FOR WHICH CORRPRO ASSUMES NO LIABILITY. DATE:

U16 B212252 C 001

DRAWING NO.

REV.

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CONSTRUCTION PHASES:

EACH PHASE OF THE IMPRESSED CURRENT SYSTEM INSTALL CAN BE PREFORMED

INDEPENDENTLY OR CONCURRENTLY

ANODE INSTALLATION INSTRUCTIONS:

1. ANODE CABLES SHALL BE #8 AWG STRANDED COPPER WITH DUAL SHEATH HIGH

MOLECULAR WEIGHT POLYETHYLENE (HMWPE) OVER HALAR INSULATION.

LEGEND (CATHODIC PROTECTION):

DEEPWELL ANODE

UTILITY POLE (ELECTRIC)

1. INSTALL DEEP ANODE GROUND BED

2. RELOCTE EXISTING RECTIFIER AND CABINET

3. INSTALL NEW ANODE PANEL BOARD INSIDE EXISTING RECTIFIER CABINET

4. TRENCH ANODE CABLES AND VENT PIPE TO NEW RECTIFIER LOCATION

5. INSTALL SPLICE BOX FOR EXISTING STRUCTURE DRAIN CABLE, TRENCH

6. ROUTE NEW AC POWER FROM EXIST. ROUTE AC SUPPLY TO NEW RECTIFIER LOCATION.

ADDITIONAL: THE LOCATION AND CONFIGURATION OF THE EXISTING ANODE GROUND BED(S)

IS UNKNOWN. ABANDONMENT OF THE EXISTING ANODE GROUNDBED(S) TO BE DETERMINED

BASED ON THE CALIFORNIA DEPARTMENT OF WATER RESOURCES CATHODIC PROTECTION

WELL STANDARDS (BULLITEN 74-90, PART III). TO BE COMPLETED AS A SEPARATE SCOPE AS

REQUIRED, NOT COVERED IN THESE CATHODIC PROTECTION PLANS.

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 PRIOR TO BEGINNING WORK.

b. DELINEATE WORK AREA AND CALL THE APPROPRIATE UNDERGROUND SERVICE

ALERT (USA) 811, 48 HOURS (NOT I NCLUDING 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

CAL OSHA PERMIT FOR EXCAVATIONS OR TRENCHES FIVE (5) FEET IN DEPTH OR

GREATER.

2. ANODES (10 EACH HIGH SILICON CAST IRON 3"Ø x 60" LONG) OR APPROVED EQUIVLENT

SHALL BE USED.

3. ANODE SHALL BE TESTED PRIOR TO THE INSTALLATION. MEASURE RESISTANCE

BETWEEN ANODE AND END OF LEAD WIRE TO ENSURE CONTINUITY AND LOW

RESISTANCE.

4. THE ANODE GROUNDBED SHALL BE LOCATED BASED ON FIELD CONDITIONS. ANODES

SHALL NOT BE CARRIED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE

REPLACED BY THE CONTRACTOR AT THEIR SOLE EXPENSE. ANODE SPACING SHALL BE

AS SHOWN ON THE DRAWINGS AND ANODE WIRE SHALL BE MARKED IN 5' INCREMENTS.

5. POTHOLE OR SOFT DRILL THE INITIAL 10' TO 15' OF GROUNDBED IN ORDER TO PREVENT

DAMAGE TO ANY UNKNOWN BURIED CABLES/CONDUITS. THIS SHALL BE DONE AS AN

EXTRA PRECAUTIONARY MEASURE.

6. SLOTTED 2" PVC VENT PIPE SHALL BE USED IN THE ACTIVE COLUMN AND SOLID 2" PVC

VENT PIPE SHALL BE USED IN THE INACTIVE COLUMN. PVC CAP TO BE INSTALLED AT

BOTTOM OF VENT PIPE PRIOR TO INSTALLING IN DEEP ANODE GROUNDBED HOLE AND

PRIOR TO LOADING ANODES.

7. ANODE VENTRALIZERS SHALL BE UTILIZED TO CENTER THE ANODES IN THE HOLE. THE

BOTTOM ANODE SHALL BE MARKED AS "#1" AND INCREASING IN NUMBER UP THE

GROUNDBED.

8. COKE BREEZE SHALL BE SLURRY PUMPED WITH CARE TO FILL THE ACTIVE COLUMN AND

ACHIEVE LOW RESISTANCE.

9. UNDER NO CIRCUMSTANCES SHOULD THE ANODE LEAD WIRES BE CLAMPED OR PINCHED

DURING LOWERING.

AHL

AL

CHC

CP

X

EP

FC

BW

ANODE HEADER CABLE

ANODE LEADS

CATHODE HEADER CABLE

CP HANDHOLE

CP TEST STATION

RECTIFER

REFERENCE CELL

VENT PIPE

FENCE

EDGE OF PAVEMENT

FACE OF CURB

BACK OF WALL

DASHED PAVEMENT MARKINGS

UNPAVED ROAD

UTLITY POLE (OTHER)

TRANSFORMER

STORM DRAIN INLET

UTILITY MANHOLE

W WATER METER

W WATER VALVE

TREE

POTHOLE

2. CATHODIC PROTECTION NOTES:

a. DEEP ANODE GROUND BEDS SHALL BE DRILLED AND COMPLETED IN COMPLIANCE

WITH MINIMUM STANDARDS SET FORTH IN CALIFORNIA DEPARTMENT OF WATER

RESOURCES DOCUMENT DWR BULLETIN 74-90

b. RECORD AND SUBMIT CALIFORNIA STATE DEPARTMENT OF WATER RESOURCES WELL

COMPLETION REPORTS (FORM DWR 188, LATEST REVISIONS)

c. ANODE CABLES ARE TO BE INSTALLED IN PVC CONDUIT PER OWNER REQUIREMENTS AND

SECURED WITHOUT DAMAGE TO THE INSULATION

d. PROPER PERMITS FOR AC POWER REROUTE TO BE SECURED PRIOR TO ANY AC WORK.

ALL AC WORK TO BE PERFORMED BY A LICENSED ELECTRICIAN AS PER CITY

REQUIREMENTS. POWER COMPANY TO BE NOTIFIED OF WORK IN ORDER TO COORDINATE

SHUT-OFF AND POWER RESTORATION.

3. TRAFFIC CONTROL NOTES:

a. SHALL BE PER APPROVED TRAFFIC CONTROL PLANS LANE CLOSURES. TRAFFIC

CONTROL PLANS TO BE DEVELOPED BY THE CONTRACTOR BEFORETHE APPLICATION OF

CITY ENCROACHMENT PERMITS.

4. 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.

5. 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.

6. ADEQUATE SAFETY MEASURES SHALL BE MAINTAINED BY THE PROPER SCHEDULING OF

FACILITY INSTALLATION, PAVEMENT RECONSTRUCTION, APPROVED TRAFFIC CONTROL

DEVICES AND ACCORDANCE WITH SECURED OR PROVIDED PERMITS.

7. ALL CONSTRUCTION SHALL CONFORM TO NACE STANDARDS AND PROJECT

SPECIFICATIONS, AND SHALL BE AS PER APPROVED DRAWINGS. ALL THE PROPER PERMITS

AND DRILLING REQUIREMENTS AS REQUIRED BY THE CITY MUST BE MET BEFORE

BEGINNING THE FIELD INSTALLATION.

ABBREVIATIONS:

(E) EXISTING

(P) PROPOSED

BM BENCH MARK

BOM BILL OF MATERIALS

CI CAST IRON

CL CATHODE LEAD

CONC CONCRETE

COND CONDUIT

CP CATHODIC PROTECTION

CU COPPER

CULV CULVERT

DEG DEGREE

DET DETAIL

DIA DIAMETER

DIST DISTRIBUTION

DPV DAMAGE PREVENTION VOLUME

DR DISTRIBUTION REGULATOR

DAG DEEP ANODE GROUNDBED

DWY DRIVEWAY

E EAST

EASE EASEMENT

F/C FACE OF CURB

FDP FUTURE DESIGN PRESSURE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MTR METER

N NORTH

NTS NOT TO SCALE

OD OUTSIDE PIPE DIAMETER

SAFETY ALERT: THIS DOCUMENT DOES NOT REFLECT ACTUAL SITE OR SUBSURFACE

CONDITIONS AND SHALL NOT BE RELIED UPON FOR THE LOCATION OF ANY UTILITIES,

CURRENTS, HAZARDS OR OTHER CONDITIONS WHERE THE WORK IS TO BE

PERFORMED. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH

ARE NOT DOCUMENTED OR LOCATED. THIS DOCUMENT IS FURTHER SUBJECT TO ALL

SAFETY NOTES SET FORTH HEREIN.

OG ORIGINAL GROUND

OH OVERHEAD

SD STORM DRAIN

SHT SHEET

SPEC SPECIFICATION

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

CLIENT

STL STEEL

TCE TEMPORARY CONSTRUCTION

EASEMENT

TCP TRAFFIC CONTROL PLAN

TEMP TEMPORARY

TG TOP OF GRADE

TYP TYPICAL

UG UNDERGROUND

USA UNDERGROUND SERVICE

ALERT

UT ULTRA-SONIC TEST

V VALVE

VIF VERIFY IN FIELD

VOL VOLUME

W WATER

WT WALL THICKNESS

WV WATER VALVE

W/ WITH

W/O WITHOUT

E/C END CURVE

EL ELBOW

ELECT ELECTRIC

ELEV ELEVATION

TITLE

CATHODIC PROTECTION

GENERAL NOTES, LEGEND & ABBREVIATIONS

DRAFT DATE

(YYYY.MM.DD)

DESIGNED BY

APPROVED BY

PROJECT NO.

2022.11.29

E. JOHNSON

LBU

DRAWN BY

CHECKED BY

CLIENT DRAWING NO.

SCALE

E. JOHNSON

S. SINGH

EP EDGE OF PAVEMENT

340162252

SHEET NO.

AS NOTED

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U16 B212252 C 002 002 OF 006

ABN ABANDON FG FINISHED GRADE P PIPELINE

AC ASPHALT CONCRETE FH FIRE HYDRANT P/L PROPERTY

APN ASSESSOR'S PARCEL NUMBER FIG FIGURE PKWY PARKWAY

APPROX APPROXIMATE FLG FLANGE PSI POUNDS PER SQUARE INCH

AVE AVENUE FWY FREEWAY PVMT PAVEMENT

BFK BACKFILL HDD HORIZONTAL DIRECTIONAL DRILL QTY QUANTITY

BLDG BUILDING HWY HIGHWAY R RADIUS

BLVD BOULEVARD ID INSIDE DIAMETER RD ROAD

IRR IRRIGATION RDWY ROADWAY

L LINE NUMBER REL RELOCATE

LAT LATITUDE REPL REPLACE

LN LANE REV REVISION

LNG LIQUID NATURAL GAS RR RAILROAD

LOC LOCATION RT RIGHT

LONG LONGITUDE RTE ROUTE

LT LEFT R/W RIGHT OF WAY

MAX MAXIMUM S SOUTH

12'

PROPOSED NEW ANODE GROUNDBED,

EXACT LOCATION TO BE FIELD DETERMINED

SEE DETAILS (2/004) AND (1/005)

AL AL

AL TRENCH AND ROUTE ANODE CABLES AND VENT PIPE

NEW RECTIFIER LOCATION

(SEE DETAIL 1/004) AND

INSTALL NEW ANODE PANEL

(SEE DETAIL 3/004)

78'

RELOCATE EXISTING RECTIFIER AND

INSTALL SPLICE BOX (SEE DETAIL 1/004)

EXISTING POWER POLE AND AC METER

ROUTE NEW AC POWER TO NEW RECTIFIER LOCATION

BURIED 4" GAS (APPROX)

N 003

CATHODIC PROTECTION EQUIPMENT LAYOUT

GPS: 33°50'50.80"N, 118°10'8.99"W

S AFETY ALERT: THIS DOCUMENT DOES NOT REFLECT ACTUAL SITE OR SUBSURFACE

CONDITIONS AND SHALL NOT BE RELIED UPON FOR THE LOCATION OF ANY UTILITIES,

CURRENTS, HAZARDS OR OTHER CONDITIONS WHERE THE WORK IS TO BE

PERFORMED. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH

ARE NOT DOCUMENTED OR LOCATED. THIS DOCUMENT IS FURTHER SUBJECT TO ALL

SAFETY NOTES SET FORTH HEREIN.

CLIENT

CATHODIC PROTECTION SITE PLAN

DRAFT DATE

(YYYY.MM.DD)

DESIGNED BY

APPROVED BY

PROJECT NO.

2022.11.29

LBU

DRAWN BY

S. SINGH

340162252 NOT TO SCALE

SHEET NO. 1

BU

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AS (APPR

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U16 B212252 C 003

N OTES:

1. INSTALL PVC BUSHINGS ON ALL PENETRATIONS AND DUCTSEAL.

2. 2" SCH 40 PVC VENT PIPE TO BE MOUNTED EXTERNAL OF RECTIFIER CABINET WITH

STAINLESS STEEL BRACKETS.

(2) 90° ELBOW

COUPLINGS

2" SCH 40 PVC

R ELOCATE:

EXISTING 50V/50A AIR-COOLED RECTIFIER AND

CABINET - NORTH APPROXIMATELY 78-FEET

LOCATION OF EXISTING

RECTIFIER (TO BE RELOCATED)

POWER POLE

EXISTING AC TO RECTIFIER

EXISTING AC METER TO REMAIN

EXISTING AC DISCONNECT TO REMAIN

ANODE WELL

SEE DETAIL

1/005

2" SCH 40 PVC WITH (10) #8 AWG

HMWPE/HALAR ANODE LEADS

FROM ANODE GROUND BED,

MULTIPLE CONDUITS TO BE

USED IF NEEDED

2" SCH 40 PVC

VENT PIPE.

SEE NOTE 2

SPLICE AND EXTEND EXISTING

CATHODE CABLE TO NEW

RECTIFIER LOCATION, DC

NEGATIVE (-) #4 AWG HMWPE

INSTALL G5 FLUSH SPLICE BOX AT

PREVIOUS RECTIFIER LOCATION

EXISTING WELL(S) COULD

NOT BE LOCATED FROM

SURFACE, TO BE ABANDONED

IF REQUIRED

FINISHED GRADE FINISHED GRADE

30" (MIN)

2" PVC PERFORATED

VENT CAP

EXISTING CATHODE CABLE

4" STEEL GAS PIPELINE

RECTIFIER, JUNCTION BOX AND ANODE WELLHEAD

SCALE: NTS

0.001Ω SHUNT TYPE SS (TYP)

COPPER BUS BAR

MOUNT INSIDE

EP RECTIFIER CABINET

14" SPACING

TRENCH BACK TO JUNCTION

BOX, LAY ANODE CABLES

AND VENT PIPE

4'

CUT ASPHALT

MICARTA OR

PHENOLIC PANEL

10" x 12"

3 4" SHUNT (TYP)

8" CUT ASPHALT

ANODE 12"

6' EP

CUT ASPHALT

(10) #8 AWG HMWPE/HALAR

ANODE LEADS

TO RECTIFIER

DC POSITIVE (+)

#2 AWG THWN (RED)

RESTORE ASPHALT AS

PER CITY OF LONG BEACH

REQUIREMENTS

ANODE JUNCTION BOX PANEL BOARD

S AFETY ALERT: THIS DOCUMENT DOES NOT REFLECT ACTUAL SITE OR SUBSURFACE

CURRENTS, HAZARDS OR OTHER CONDITIONS WHERE THE WORK IS TO BE

PERFORMED. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH

CLIENT

ANODE WELL INSTALLATION

CATHODIC PROTECTION SYSTEM

DETAILS

DRAFT DATE

(YYYY.MM.DD)

DESIGNED BY

APPROVED BY

PROJECT NO.

2022.11.29

LBU

DRAWN BY

S. SINGH

340162252

SHEET NO.

AS NOTED

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U16 B212252 C 004 004 OF 006

(10) WIRES LOOPED

METAL TEST BOX W/

INSIDE TEST BOX, EACH ANODE

CABLE TO BE IDENTIFIED WITH SS CAST IRON LID 12"Ø

OR BRASS TAG WITH LABELING SEE DETAIL 2/005

"A1", "A2"...ETC.

WARNING TAPE

6"

30"

50’

NEAT CEMENT

SOLID VENT PIPE

IMPORTED

BACKFILL

300'

TOTAL ANODE 5' PERMASEAL

BEGINNING OF SLOTTED

WELL DEPTH VENT PIPE

5'

ANODE CENTRALIZER

A10

128' LORESCO SC-3 BACKFILL

ACTIVE

COLUMN

60" HIGH SILICON CAST IRON ANODE

INSTALLATION (TYPICAL OF 10)

A1 SEE NOTE

10' NOTE: ALL ANODES NOT SHOWN

FOR CLARITY AND SHALL

HAVE A CENTER TO CENTER

10"Ø SPACING OF 12'.

1 DEEP ANODE GROUNDBED INSTALLATION

005 SCALE: NTS

12"Ø

ANODE

NEW ASPHALT

18" 12" 18"

BUSHING AND

DUCT SEAL

11"

6"

NATIVE

10"

SOIL

SLURRY

SUBSTRATE 2" PVC SCH 40

TO JUNCTION BOX

2" THREADED COUPLER

AND 2" THREADED PLUG

(10) ANODE LEAD WIRES

IN 2" PVC TO RECTIFIER

2" PVC TEE

8" 2" PVC SCH 40 TO RECTIFIER

2 CHRISTY TRAFFIC RATED BOX W/ CAST IRON LID

PERFORATED VENT PIPE

#8 AWG HALAR STRANDED

BLACK ANODE CABLE

LORESCO SC-3 BACKFILL HIGH SILICON CAST IRON ANODE

10"Ø ANODE HOLE

ANODE CENTRALIZER

STAINLESS STEEL HOSE

CLAMP (TYP OF 4)

3 ANODE INSTALLATION

SAFETY ALERT: THIS DOCUMENT DOES NOT REFLECT ACTUAL SITE OR SUBSURFACE CLIENT

CURRENTS, HAZARDS OR OTHER CONDITIONS WHERE THE WORK IS TO BE

PERFORMED. UNDERGROUND STRUCTURES AND UTILITIES MAY BE PRESENT WHICH

TITLE DRAFT DATE

(YYYY.MM.DD) 2022.11.29

DRAWN BY

E. JOHNSON

DESIGNED BY CHECKED BY

E. JOHNSON S. SINGH

CATHODIC PROTECTION SYSTEM

DETAILS

APPROVED BY

LBU

CLIENT DRAWING NO.

PROJECT NO. SCALE REV.

340162252 AS NOTED

1 DRAWING NO.

U16 B212252 C 005

SHEET NO.

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