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<br />VICINITY MAP GRP GB 48 4 4 E, V 0 ADA �I\, VO ADA
<br />ALHAMBRA AVE S/0 E MORADA LN
<br />STOCKTON, CA
<br />1. INSTALL NEW 200' DWA-ND ON ALHAMBRA AVE S/0 E MORADA LN.
<br />2. INSTALL (2) NEW CATHODE LEADS TO 2" STL GAS MAIN
<br />3. INSTALL 10AMP/20V ORNAMENTAL RECTIFIER CABINET
<br />4. ANODE JUNCTION BOX INTEGRATED IN CABINET
<br />5. WATCHDOG REMOTE MONITORING UNIT INTEGRATED WITH CABINET.
<br />6. INSTALL PROTECTION POSTS IN FRONT OF CABINET ON STREET SIDE.
<br />7. INSTALL (2) NEW GROUND RODS IN G-5 BOXES
<br />8. INSTALL NEW 240V ELECTRIC SERVICE FROM SAP POLE ID 102126040 TO
<br />ORNAMENTAL ENCLOSURE.
<br />9. THE ELECTRIC NOTIFICATION 119619642 WAS CREATED FOR THE NEW
<br />UNDERGROUND ELECTRIC SERVICE.
<br />10. SAN JOAQUIN COUNTY WELL PERMIT REQUIRED
<br />11. DESTROY EXISTING DEEP WELL ANODE BED LOCATED AT 4844 E MORADA LN,
<br />MORADA PER COUNTY REQUIREMENTS. REMOVE ALL EXISTING CP EQUIPMENT OFF
<br />SAP POLE ID 102125764 AT 4844 E MORADA LN AND PROVIDE TO THE
<br />CCORROSION MECHANIC.
<br />WORK LOCATION
<br />(DEACTIVATED)
<br />LOCAL CONTACT INFO:
<br />NAME
<br />TITLE
<br />CELL PHONE
<br />BILL BELASKI
<br />CORROSION MECHANIC
<br />(209) 406-7844
<br />DAVID DURHAM
<br />CORROSION SUPERVISOR
<br />(925) 383-6468
<br />RYAN WOOD
<br />CORROSION SPECIALIST
<br />(925) 285-7838
<br />JESSE LEE
<br />SENIOR DISTRIBUTION ENGINEER
<br />(650) 773-9234
<br />ZACHARY PARTIN
<br />DISTRIBUTION ENGINEER
<br />(628) 219-8136
<br />DAVE RYMERS
<br />PLANNING ENGINEER
<br />(209) 406-7782
<br />CARLOS OLGUIN
<br />ESTIMATOR
<br />(707) 308-6195
<br />CHRIS LARUE
<br />ADE
<br />(209) 942-1565
<br />TBA
<br />WORKING FOREMAN A
<br />TBA
<br />TBA
<br />GC FIELD ENGINEER
<br />TBA
<br />GAS NOTES
<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.
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