|
2 � 3
<br />VICINITY MAP
<br />1. INSTALL NEW (5) ANODE, VERTICAL SHALLOW ANODE BED WITH 5 FT SPACING AT -38.024164 -121.081857.
<br />2. INSTALL NEW RECTIFIER ON POLE AT 38.023977 -121.081933
<br />3. INSTALL 2 - NEW CU GROUND RODS PER GS&S 0-11.1
<br />4. INSTALL 2 - NEW CATHODE LEADS TO - 2 INCH GAS MAIN
<br />5. ANODE WIRES AND NEW CATHODE LEADS TO BE LANDED IN NEW AJB PER GS&S 0-13.2
<br />6. INSTALL WATCHDOG SCOUT RMU TO NEW RECTIFIER
<br />7. INSTALL NEW 1OA/40V POLE MOUNTED RECTIFIER PER 0-11.3, LOCATED AT 38.023977 -121.081933
<br />8. PERMIT REQUIRED
<br />4
<br />5
<br />6
<br />7
<br />V CA� S A _0VV BED C
<br />1. PRIOR TO STARTING WORK, CONTACT LOCAL AREA CORROSION SUPERVISOR REGARDING CATHODIC PROTECTION REQUIREMENTS AND I&R SUPERVISOR REGARDING ANY SHUTDOWN, ABANDONMENT,
<br />OR TIE-IN OF ANY MAINS WHICH MAY AFFECT ANY DISTRICT REGULATOR STATION.
<br />2. ALL STEEL TIE-INS, CUT OFFS AND CAPPING OF CAST IRON AND STEEL MAIN PER A-36 AND C-37.
<br />3. ALL PLASTIC CONNECTIONS TO BE PERFORMED IN ACCORDANCE WITH THE APPROPRIATE PROCEDURES LISTED IN TD -4170S.
<br />4. UNLESS OTHERWISE NOTED, CONSTRUCTION TO REFERENCE TD -4125P-09 TO DETERMINE EXISTING STEEL PIPE SPECS.
<br />5. ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL MANUAL TD -4160M. REFER TO TD-416OP-20 FOR GENERAL WELDING REQUIREMENTS.
<br />6. PURGE MAINS 10" IN DIAMETER & LESS PER GS&S A-38, ATTACHMENT A, PROCEDURE 2. PURGE MAINS GREATER THAN 10" IN DIAMETER PER GS&S A-38, ATTACHMENT A, PROCEDURE 3.
<br />7. ABANDON ALL UNDERGROUND GAS FACILITIES PER UTILITY PROCEDURE TD-950OP-16 & GS&S A-93.2.
<br />8. PLACE ELECTRONIC MARKING SYSTEM (EMS) DEVICES ON ALL CUT OFF ENDS AND SECTIONALIZING POINTS OF DEACTIVATED PIPE PER TD-950OP-16.
<br />9. FOLLOW ALL MINIMUM INSTALLATION DEPTHS FOR TRANSMISSION, DISTRIBUTION AND SERVICE PIPE BY CLASS LOCATION AND SOIL TYPES OUTLINED IN GS&S A-04.
<br />10. ALL GAS RISERS ARE TO BE INSTALLED IN ACCORDANCE WITH GS&S J-15 & J-15.1.
<br />11. INSTALL METER PROTECTION PER GS&S J-95.
<br />12. VENT REGULATORS PER GS&S H-93.
<br />13. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CALL UNDERGROUND SERVICES ALERT (USA) TO CONFIRM. GAS PIPELINES MUST BE INSTALLED WITH AT LEAST 3' OF SEPARATION (5'
<br />PREFERRED) ON ANY PARALLELED INSTALLATION FROM ANY WET UTILITY AND 12" MINIMUM FROM ANY PERPENDICULAR CROSSING PER U.O. STANDARD S5453.
<br />14. CONSTRUCTION SHALL NOTIFY MAPPING WITHIN 24 HOURS OF ALL OPERATIONAL CHANGES TO MAINS, INCLUDING EVERY TIE-IN, CUT OFF, UPRATE, ETC. PER U.O. STANDARD S4412.
<br />15. ALL STEEL RISERS ARE TO BE REPLACED WITH NON CORRODIBLE RISERS OR REPLACED BY USING THE RISER INSERT RENEWAL INSTALLATION PER GS&S A-90.
<br />16. ALL SERVICES AND MAINS TO BE TESTED PRIOR TO TIE-IN PER GS&S A-34.
<br />17. INSTALL PLASTIC MAIN, SERVICES, & LOCATING WIRE PER GS&S A-34, A-90, A-90.2, A-90.3, A-91, A-93, A-93.1, A-93.3, UTILITY STANDARD TD -4170S, D-34 & CORROSION CONTROL
<br />STANDARD TD -4181S.
<br />18. INSTALL ANODES PER CORROSION CONTROL MANUAL 0-13.1.
<br />19. INSTALL ELECTROLYSIS TEST STATIONS PER CORROSION CONTROL MANUAL 0-10 AND 0-10.1. IF PRACTICAL, INSTALL ETS STATION OUT OF THE ROADWAY.
<br />20. ALL EXCAVATION TO BE PERFORMED PER TD -5811M, TD -5811P-301, TD -5811P-105, TD -4412P-05, AND TD -4621S. STANDBY REQUIRED IF EXCAVATING WITHIN 5' OFA CRITICAL FACILITY,
<br />BORING ACTIVITY THAT CROSSES OR THAT PARALLELS WITHIN 10' OF A CRITICAL FACILITY. CONTACT THE CONSTRUCTION SUPERVISOR.
<br />21. NOTIFY SCHOOLS AND HOSPITALS WITHIN 500' OF PROPOSED EXCAVATION FOR GAS FACILITIES A MINIMUM OF 3 DAYS PRIOR TO DIGGING PER AB 1937.
<br />22. ANY PIPE REPLACEMENT VIA SPLITTING TO BE DONE PER TD -4634P-01 & TD -4634P-02.
<br />23. CAMERA INSPECTION (PRE/POST) FOR TRENCHLESS METHODS TO BE PERFORMED PER TD -4632P-01.
<br />24. WARNING TAPE IS TO BE INSTALLED IN OPEN TRENCH INSTALLATION OVER GAS PIPELINES IN BOTH TRANSMISSION AND DISTRIBUTION FACILITIES. THIS INCLUDES BELL HOLES, EXCAVATIONS FOR
<br />REPAIR PURPOSES AND RISER REPLACEMENTS PER GS&S L-16.
<br />25. DEVIATIONS FROM THIS APPROVED DESIGN SHALL BE PROCESSED IN ACCORDANCE WITH TD -4014P-05 "FIELD DESIGN CHANGE PROCESS FOR DISTRIBUTION LINES AND DUAL -ASSET FACILITIES."
<br />26. ALL TRENCH SPOILS AND BACKFILL MUST BE USED OR DISPOSED WITH AS REQUIRED BY PG&E SPECIFICATIONS AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
<br />27. PG&E TO INSTALL/RESTORE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH PG&E SPECIFICATIONS AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
<br />28. STAND-BY REQUIREMENTS MUST BE IN ACCORDANCE WITH TD -5811P-301, TD -5811P-105 & TD -581113-005 WITH WORKING NEAR ANY CRITICAL FACILITIES.
<br />29. MONUMENT PRESERVATION AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS' ACT (BUSINESS AND PROFESSION CODE SUB -SECTION 8700-8805) SECTION 8771; PRIOR TO THE START OF
<br />CONSTRUCTION, ALL SURVEY MONUMENTS, WITHIN THE PROJECT LIMITS THAT HAVE THE POSSIBILITY OF BEING DAMAGED OR DESTROYED DURING CONSTRUCTION, MUST BE LOCATED, AND
<br />REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER OF RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR. IF ANY OF THESE SURVEY MONUMENTS ARE
<br />DESTROYED, DAMAGED OR COVERED OVER DURING CONSTRUCTION, A NEW MONUMENT AND MONUMENT BOX MUST THEN BE SET IN ITS PLACE, AT THE ORIGINAL LOCATION, BY A LICENSED
<br />LAND SURVEYOR, AND ANOTHER CORNER OF RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY SURVEYOR.
<br />30. CONSTRUCTION MEANS AND METHODS MAY DEVIATE PER FIELD VERIFIED CONDITIONS IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. IF THERE ARE ANY QUESTIONS, CONTACT
<br />RESPONSIBLE ENGINEER.
<br />5231 COX RD
<br />LINDEN, CA
<br />PLAN VIEW
<br />DR 0
<br />DICARLO o x
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<br />EX.2"PL-3'-1979
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<br />EXISTING GAS MAIN (SIZE NOTED)
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<br />0
<br />MONTE VISTA DR
<br />- ANODE WIRES (INSTALL)
<br /><
<br />Co
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<br />RECTIFIER (EXISTING)
<br />©
<br />C/ 0
<br />PLANNING ENGINEER
<br />PG&E POLE (EXISTING)
<br />HAILEY IRIRBARNE
<br />E GRACE ST
<br />707-836-6002
<br />COLIN MOXON
<br />D
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<br />TBA
<br />WORKING FOREMAN A
<br />TBA
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<br />JOB DATA
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<br />C�
<br />CITY: LINDEN
<br />U S2
<br />COUNTY: SAN JOAQUIN
<br />1. INSTALL NEW (5) ANODE, VERTICAL SHALLOW ANODE BED WITH 5 FT SPACING AT -38.024164 -121.081857.
<br />2. INSTALL NEW RECTIFIER ON POLE AT 38.023977 -121.081933
<br />3. INSTALL 2 - NEW CU GROUND RODS PER GS&S 0-11.1
<br />4. INSTALL 2 - NEW CATHODE LEADS TO - 2 INCH GAS MAIN
<br />5. ANODE WIRES AND NEW CATHODE LEADS TO BE LANDED IN NEW AJB PER GS&S 0-13.2
<br />6. INSTALL WATCHDOG SCOUT RMU TO NEW RECTIFIER
<br />7. INSTALL NEW 1OA/40V POLE MOUNTED RECTIFIER PER 0-11.3, LOCATED AT 38.023977 -121.081933
<br />8. PERMIT REQUIRED
<br />4
<br />5
<br />6
<br />7
<br />V CA� S A _0VV BED C
<br />1. PRIOR TO STARTING WORK, CONTACT LOCAL AREA CORROSION SUPERVISOR REGARDING CATHODIC PROTECTION REQUIREMENTS AND I&R SUPERVISOR REGARDING ANY SHUTDOWN, ABANDONMENT,
<br />OR TIE-IN OF ANY MAINS WHICH MAY AFFECT ANY DISTRICT REGULATOR STATION.
<br />2. ALL STEEL TIE-INS, CUT OFFS AND CAPPING OF CAST IRON AND STEEL MAIN PER A-36 AND C-37.
<br />3. ALL PLASTIC CONNECTIONS TO BE PERFORMED IN ACCORDANCE WITH THE APPROPRIATE PROCEDURES LISTED IN TD -4170S.
<br />4. UNLESS OTHERWISE NOTED, CONSTRUCTION TO REFERENCE TD -4125P-09 TO DETERMINE EXISTING STEEL PIPE SPECS.
<br />5. ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL MANUAL TD -4160M. REFER TO TD-416OP-20 FOR GENERAL WELDING REQUIREMENTS.
<br />6. PURGE MAINS 10" IN DIAMETER & LESS PER GS&S A-38, ATTACHMENT A, PROCEDURE 2. PURGE MAINS GREATER THAN 10" IN DIAMETER PER GS&S A-38, ATTACHMENT A, PROCEDURE 3.
<br />7. ABANDON ALL UNDERGROUND GAS FACILITIES PER UTILITY PROCEDURE TD-950OP-16 & GS&S A-93.2.
<br />8. PLACE ELECTRONIC MARKING SYSTEM (EMS) DEVICES ON ALL CUT OFF ENDS AND SECTIONALIZING POINTS OF DEACTIVATED PIPE PER TD-950OP-16.
<br />9. FOLLOW ALL MINIMUM INSTALLATION DEPTHS FOR TRANSMISSION, DISTRIBUTION AND SERVICE PIPE BY CLASS LOCATION AND SOIL TYPES OUTLINED IN GS&S A-04.
<br />10. ALL GAS RISERS ARE TO BE INSTALLED IN ACCORDANCE WITH GS&S J-15 & J-15.1.
<br />11. INSTALL METER PROTECTION PER GS&S J-95.
<br />12. VENT REGULATORS PER GS&S H-93.
<br />13. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CALL UNDERGROUND SERVICES ALERT (USA) TO CONFIRM. GAS PIPELINES MUST BE INSTALLED WITH AT LEAST 3' OF SEPARATION (5'
<br />PREFERRED) ON ANY PARALLELED INSTALLATION FROM ANY WET UTILITY AND 12" MINIMUM FROM ANY PERPENDICULAR CROSSING PER U.O. STANDARD S5453.
<br />14. CONSTRUCTION SHALL NOTIFY MAPPING WITHIN 24 HOURS OF ALL OPERATIONAL CHANGES TO MAINS, INCLUDING EVERY TIE-IN, CUT OFF, UPRATE, ETC. PER U.O. STANDARD S4412.
<br />15. ALL STEEL RISERS ARE TO BE REPLACED WITH NON CORRODIBLE RISERS OR REPLACED BY USING THE RISER INSERT RENEWAL INSTALLATION PER GS&S A-90.
<br />16. ALL SERVICES AND MAINS TO BE TESTED PRIOR TO TIE-IN PER GS&S A-34.
<br />17. INSTALL PLASTIC MAIN, SERVICES, & LOCATING WIRE PER GS&S A-34, A-90, A-90.2, A-90.3, A-91, A-93, A-93.1, A-93.3, UTILITY STANDARD TD -4170S, D-34 & CORROSION CONTROL
<br />STANDARD TD -4181S.
<br />18. INSTALL ANODES PER CORROSION CONTROL MANUAL 0-13.1.
<br />19. INSTALL ELECTROLYSIS TEST STATIONS PER CORROSION CONTROL MANUAL 0-10 AND 0-10.1. IF PRACTICAL, INSTALL ETS STATION OUT OF THE ROADWAY.
<br />20. ALL EXCAVATION TO BE PERFORMED PER TD -5811M, TD -5811P-301, TD -5811P-105, TD -4412P-05, AND TD -4621S. STANDBY REQUIRED IF EXCAVATING WITHIN 5' OFA CRITICAL FACILITY,
<br />BORING ACTIVITY THAT CROSSES OR THAT PARALLELS WITHIN 10' OF A CRITICAL FACILITY. CONTACT THE CONSTRUCTION SUPERVISOR.
<br />21. NOTIFY SCHOOLS AND HOSPITALS WITHIN 500' OF PROPOSED EXCAVATION FOR GAS FACILITIES A MINIMUM OF 3 DAYS PRIOR TO DIGGING PER AB 1937.
<br />22. ANY PIPE REPLACEMENT VIA SPLITTING TO BE DONE PER TD -4634P-01 & TD -4634P-02.
<br />23. CAMERA INSPECTION (PRE/POST) FOR TRENCHLESS METHODS TO BE PERFORMED PER TD -4632P-01.
<br />24. WARNING TAPE IS TO BE INSTALLED IN OPEN TRENCH INSTALLATION OVER GAS PIPELINES IN BOTH TRANSMISSION AND DISTRIBUTION FACILITIES. THIS INCLUDES BELL HOLES, EXCAVATIONS FOR
<br />REPAIR PURPOSES AND RISER REPLACEMENTS PER GS&S L-16.
<br />25. DEVIATIONS FROM THIS APPROVED DESIGN SHALL BE PROCESSED IN ACCORDANCE WITH TD -4014P-05 "FIELD DESIGN CHANGE PROCESS FOR DISTRIBUTION LINES AND DUAL -ASSET FACILITIES."
<br />26. ALL TRENCH SPOILS AND BACKFILL MUST BE USED OR DISPOSED WITH AS REQUIRED BY PG&E SPECIFICATIONS AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
<br />27. PG&E TO INSTALL/RESTORE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH PG&E SPECIFICATIONS AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
<br />28. STAND-BY REQUIREMENTS MUST BE IN ACCORDANCE WITH TD -5811P-301, TD -5811P-105 & TD -581113-005 WITH WORKING NEAR ANY CRITICAL FACILITIES.
<br />29. MONUMENT PRESERVATION AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS' ACT (BUSINESS AND PROFESSION CODE SUB -SECTION 8700-8805) SECTION 8771; PRIOR TO THE START OF
<br />CONSTRUCTION, ALL SURVEY MONUMENTS, WITHIN THE PROJECT LIMITS THAT HAVE THE POSSIBILITY OF BEING DAMAGED OR DESTROYED DURING CONSTRUCTION, MUST BE LOCATED, AND
<br />REFERENCED BY A LICENSED LAND SURVEYOR, AND A CORNER OF RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR. IF ANY OF THESE SURVEY MONUMENTS ARE
<br />DESTROYED, DAMAGED OR COVERED OVER DURING CONSTRUCTION, A NEW MONUMENT AND MONUMENT BOX MUST THEN BE SET IN ITS PLACE, AT THE ORIGINAL LOCATION, BY A LICENSED
<br />LAND SURVEYOR, AND ANOTHER CORNER OF RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY SURVEYOR.
<br />30. CONSTRUCTION MEANS AND METHODS MAY DEVIATE PER FIELD VERIFIED CONDITIONS IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. IF THERE ARE ANY QUESTIONS, CONTACT
<br />RESPONSIBLE ENGINEER.
<br />5231 COX RD
<br />LINDEN, CA
<br />PLAN VIEW
<br />DR 0
<br />DICARLO o x
<br />Uj
<br />1'.-
<br />d
<br />TIED HP HP
<br />EX.2"PL-3'-1979
<br />82
<br />1 /2 "PL 982
<br />_rq,,,X
<br />00
<br />=i
<br />J J �♦�
<br />N 15'
<br />i5
<br />i
<br />5'
<br />0+7
<br />i
<br />i
<br />i
<br />5267 d
<br />150'
<br />i
<br />i
<br />a
<br />T �
<br />------------------
<br />32'
<br />-----------j32' i
<br />i
<br />0
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<br />N
<br />N
<br />W
<br />N o
<br />Ln
<br />8
<br />X006-1
<br />- HP
<br />EXISTING GAS MAIN (SIZE NOTED)
<br />- - - - - -
<br />- GROUND WIRES (INSTALL)
<br />- - - - - -
<br />- ANODE WIRES (INSTALL)
<br />JASON ZEPEDA
<br />CATHODE WIRES (INSTALL)
<br />0
<br />DEEP WELL ANODE (INSTALL)
<br />0
<br />SHALLOW ANODE (INSTALL)
<br />T
<br />RECTIFIER (INSTALL)
<br />510-697-4422
<br />GROUND ROD (INSTALL)
<br />0
<br />DEEP WELL ANODE (EXISTING)
<br />T
<br />RECTIFIER (EXISTING)
<br />©
<br />GROUND ROD (EXISTING)
<br />PLANNING ENGINEER
<br />PG&E POLE (EXISTING)
<br />LOCAL CONTACT INFO:
<br />NAME
<br />TITLE
<br />CELL PHONE
<br />JASON ZEPEDA
<br />CORROSION MECHANIC
<br />916-539-8545
<br />DAVID DURHAM
<br />CORROSION SUPERVISOR
<br />925-383-6468
<br />KEN KALEMKARIAN
<br />CORROSION SPECIALIST
<br />510-697-4422
<br />JESSE LEE
<br />SENIOR DISTRIBUTION ENGINEER
<br />650-773-9234
<br />JOE LEE
<br />DISTRIBUTION ENGINEER
<br />925-658-0845
<br />DAVE RYMERS
<br />PLANNING ENGINEER
<br />209-942-1626
<br />HAILEY IRIRBARNE
<br />ESTIMATOR
<br />707-836-6002
<br />COLIN MOXON
<br />ADE
<br />707-296-4343
<br />TBA
<br />WORKING FOREMAN A
<br />TBA
<br />TBA
<br />GC FIELD ENGINEER
<br />TBA
<br />NOTIFIED U.S.A.
<br />DATE:
<br />TICKET #
<br />BY:
<br />CATHODIC PROTECTION IN WORK AREA
<br />ATTENTION FOREMAN:
<br />NOTIFY THE CORROSION DEPT. AT
<br />925-383-6468, 48 HOURS PRIOR TO
<br />START OF WORK.
<br />ATTENTION FOREMAN
<br />PRIOR TO STARTING JOB, CONSULT AREA
<br />CORROSION MECHANIC FOR LOCATING WIRE
<br />INSTALLATION AND CATHODIC PROTECTION
<br />REQUIREMENTS
<br />Installation Tested or Inspected
<br />and Noted on Drawing.
<br />All Corrosion Levels Satisfactory per
<br />PG&E Gas Utility Standard TD -4181S.
<br />Qualified Employee Date
<br />Corrosion mechanic's signature is required when a
<br />CPA boundary is within the scope of the project
<br />6 5
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<br />CITY: LINDEN
<br />U S2
<br />COUNTY: SAN JOAQUIN
<br />PLAT: 2950-G3-12
<br />C/ -)w
<br /><
<br />CPA: 3006-1
<br />(
<br />TBA: X-02
<br />MAOP: 60 PSIG
<br />NOP: 54 PSIG
<br />APD: 40 PSIG
<br />EZ: 16 -ST -07-B
<br />Z
<br />0
<br />4 3 2 1 INCH 0
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|