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<br />LEGEND
<br />EXISTING GAS MAIN
<br />EXISTING GAS SERVICE
<br />- - - PROPOSED HIGH PRESSURE GAS MAIN
<br />- - PROPOSED GAS SERVICE PIPE
<br />--- PROPERTY LINE
<br />® REPLACE BY INSTALLING NEW
<br />OCUT, TEST & TRANSFER SERVICE
<br />ODEACTIVATE SERVICE
<br />RI REPLACE BY INSERT
<br />PLUMBER TO ALTER HOUSELINES
<br />f INSTALL ANODE
<br />T TIES IN TO GAS SYSTEM
<br />DE DEAD END GAS MAIN
<br />® ELECTRONIC MARKER BALL
<br />ILEI ELECTROLYSIS TEST STATION
<br />•)j CURB VALVE
<br />FG -6--71 PLAT & BLOCK
<br />EXCESS FLOW VALVE
<br />C -o CUT OFF
<br />PRESSURE CONTROL FITTING
<br />CONTACTS
<br />• INSTALL 4425' OF 2• PLASTIC HP MANN
<br />• DEACTNATE 2214' OF I-1/4• ALDYL-A HP MAIN
<br />• DEACTIVATE 2622' OF 2• ALOYL-A HP MAIN
<br />• REPLACE 97 STEEL OR ALDYL-A SERVICES
<br />• TRANSFER 5 PLASTIC SERVICE 70 NEW MAIN
<br />INSTALLATION METHOD
<br />1. 2• COIL MAIN TO BE INSTALLED BY BORING
<br />2. PREFEflENCE IS TO REPLACE WITH SINGLE SERVI
<br />CES TO AVOID
<br />E%CE59VE RESTORATION COSTS. BRANCHES CAN BE MAINTAINED IF SPACE
<br />BETWEEN MOTHER AND BRANCH IS CLOSE, AND PAVING/CONCREIE IS
<br />LIMBED, PER GC REPRESENTATIVE PRESENT FOR WALKDOWN
<br />* All belholes are 5x5 unless otherwise specified
<br />GAS NOTES:
<br />DYL-A REPLACEMENT PROJECT
<br />TALLAHATCHEY DRIVE E/0 BIRD AVENUE
<br />STOCKTON, CA
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<br />VICINITY MAP
<br />NOT TO SCALE STOCKTON
<br />i. PRIOR TO STARTING WORK, CONTACT LOCAL AREA CORROSION SUPERVISOR RECMOINC GTHODIC PROTECTION REQUIREMENTS AND IkR SUPERVISOR REGMTMNG ANY SHUTDOWN,
<br />DFACTNATKIN, OR TIE-IN OF ANY MAINS WHICH MAY AFFECT ANY DISTRICT REGULATOR STATION.
<br />2. ALL WELDING, TIE-INS, CUTTING OFF AND CAPPING OF GST IRON, STEEL, AND PLASTIC MAIN TO BE DONE PER GS&S D-22, A-36, C-37, AND TD -4160P-20 &CAS WELDING CONTROL
<br />MANUAL TD -4160M.
<br />3. PURGE MAINS 10• IN DIAMETER & LESS PER GSkS A-38, ATTACHMENT A, PROCEDURE 2. PURGE MAINS GREATER THAN 10• IN DIAMETER PER GS&S A-30, ATTACHMENT A. PROCEDURE 3.
<br />4.
<br />DEACTIVATE ALL UNDERGROUND GAS FACILITIES PER UTILITY PROCEDURE TD -9500P-16 & GSkS A-93.2,
<br />5.
<br />PLACE ELECTRONIC MARKING SYSTEM (EMS) DEVICES ON ALL CUT OFF ENDS AND SECTIONALIZING POINTS OF DEACTIVATED PIPE PER TO -9500P-16.
<br />6. FOLLOW ALL MINIMUM INSTALLATION DEPTHS FOR TRANSMISSION, DISTRIBUTION AND SERVICE PIPE BY CLASS LOCATION AND SOIL TYPES OUTLINED IN GSkS A-04.
<br />7. ALL GAS RISERS ARE TO BE INSTALLED IN ACCORDANCE WITH GS&S J-15 & J-15.1.
<br />B. INSTALL METER PROTECTION PER GShS J-95.
<br />9, VENT REGULATORS PER CS&S H-93.
<br />f0. INSTALL PJC SUPPORT CLAMPS ON ALL ALOri-A PIPE SQUEEZE POINT PER CSkS 8-53.1,
<br />I1. LOCATION OF EXISTING UTILITIES ME APPROXIMATE, CALL UNDERGROUND SERVICES ALERT (USA) TO CONFlRM, G45 PIPELINES MUST DE INSTALLED WITH AT LEAST 3' OF SEPARATION (5'
<br />PREFERRED) ON ANY PARALLELED INSTALLATION FROM AM WET UTILITY AND 120 MINIMUM FROM ANY PERPENDICULAR CROSSING PER U.O. STANDARD 55453,
<br />12. CONSTRUCTION SHALL NOTIFY MAPPING WITHIN 24 HOURS OF ALL OPERATIONAL CHANCES TO MAINS, INCLUDING EVERY TIE-IN, CU( OFF, UPRATE, ETC, PER U.O. STANDARD 54412.
<br />13. ALL STEEL RISERS ARE TO BE REPLACED WITH NON CORRODIBLE RISERS OR REPLACED BY USING THE RISER INSERT RENEWAL INSTALLATION PER GSkS A-90,
<br />14. ALL SERVICES AND MAINS TO BE TESTED PRIOR TO TIE-IN PER GShS A-34.
<br />15. INSTALL PLASTIC MANN, SERVICES, & LOCATING WIRE PER CS&S A-34, A-90, A-90,21 A-90.3, A-91, A-931 A-93.11 A-93,3, UTILITY STANDARD TD -41709, 0-34 &CORROSION CONTROL
<br />STANDARD TD -41815.
<br />16, INSTALL ANODES PER CORROSION CONTROL MANUAL 0-13.1.
<br />17, INSTALL ELECTROLYSIS TEST STATIONS PER CORROSION CONTROL MANUAL 0-10 AND 0-10.1.
<br />Be ALL EXCAVATION 70 BE PERFORMED PER TD -5811M, TD -51311P -30f, 70-5811P-105, TD -4412P -O5, AND TD -46215. STANDBY REQUIRED IF EXCAVATING WITHIN 5' OF A CRITICAL
<br />FACILITY, BORING ACTIVITY THAT CROSSES OR THAT PARALLELS WITHIN 10' OF A CRITICAL FACILItt, CONTACT THE CONSTRUCTION SUPERVISOR,
<br />19. NOTIFY SCHOOLS AND HOSPITALS WITHIN 500' OF PROPOSED EXCAVATION FOR CAS FACILITIES A MINIMUM OF 3 DAYS PRIOR TO DIGGING PER AS 1937.
<br />20. ANY PIPE REPLACEMENT VIA SPLITTING TO BE DONE PER TD -4634P-01 & TD -4634P-02.
<br />21. CAMERA INSPECTION (PRE/POST) FOR TRENCHLESS METHODS TO BE PERFORMED PER TD -4632P-01.
<br />22. WANKING TME IS TO BE INSTALLED IN OPEN TRENCH INSTALLATION OVER GAS PIPELINES IN BOTH TRANSMISSION AND DISTRIBUTION FACILITIES, THIS INCLUDES BELL HOLES, EXCAVATIONS
<br />FOR REPAIR PURPOSES AND RISER REPLACEMENTS PER GSkS L-16.
<br />Z3 ALL FIELD CHANCES REQUIRE PRIOR APPROVAL PER TD -4014P-01.
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<br />24. REMOVE AND TEST PRE 1971 PIPE WRAP FOR ASBESTOS PER TD -4711P-01,
<br />25. ALL TRENCH SPOILS AND BACKFILL MUST BE USED OR DISPOSED WITH M REQUIRED BY PG&E SPECIFICATIONS AND ANY LOLL CRY, COUNTY OR STATE REQUIREMENTS.
<br />PCk SPECIFICATIONS AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
<br />2fi. PG&E TO INSTALL/RESTORE TEMPORARY AND OR PERMANENT PAVING IN ACCORDANCE WITH E
<br />- - - NEM AY CRITICAL FACILITIES,
<br />27. STAND BY REQUIREMENTS MUST BE IN ACCORDANCE WITH TlT 5811P 301 TD -5811P-105 & ID -58110-005 WITH WORKING
<br />0
<br />28. MONUMENT PRESERVATION AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS' ACT (BUSINESS AND PROFESSION CODE SUB -SECTION 8700-8805) SECTION 8771; PRIOR TO THE START
<br />OF CONSTRUCTION, ALL SURVEY MONUMENTS, WITHIN THE PROJECT LIMBS 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
<br />ME 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
<br />LICENSED LAND SURVEYOR, AND MOTHER CORNER OF RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY SURVEYOR,
<br />29; CONSTRUCTION MEANS AND METHODS MAY DEVIATE PER FIELD VERIFIED CONDITIONS IN ACCORDANCE WITH LOCAL JURISDICTION REOUIREMEMS,
<br />IF THERE ARE ANY QUESTIONS, CONTACT
<br />RESPONSIBLE ENGINEER.
<br />THE FOLLOWING SCHOOLORHOSPITAL JS WITHII! 500'
<br />NACTT IESAIJD�::Y
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<br />E UIRE NOTIFICATION PR
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<br />WORK PER THE NATURAL GAS PIPELINE SAFETI' C i OF
<br />2011 (CALIFORNIA AB -1937)
<br />ELMWOOD ELEMENTARY SCFII '1.
<br />PG&E ONLY TRENCH
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<br />and Noted an Drawing.
<br />All Corros(on Levels Satisfactory per
<br />PG&E Gas Utlllty Standard TD -41815.
<br />qualiRed Employee Date
<br />Cnrroslan mechanics sl6gature is required whena
<br />CPA boundary is within the scope of Ne project
<br />ATTENTION FOREMAN
<br />PRIOR TO STARTING JOB, CONSULT AREA
<br />CORROSION MECHANK: FOR LOCATING
<br />WIRE
<br />INSTAL AND GTHODIC PROTECTION
<br />REQUIREMENTS
<br />MAINTAIN 1' MINIMUM VERTICAL CLEARANCE
<br />& 3' MINIMUM (5' PREFERRED) HORIZONTAL
<br />CLEARANCE WITH ALL SEWER AND STORM
<br />DRAIN FACILITIES.
<br />GTHODIC PROTECTION IN WORK MG
<br />ATTENTION FOREMAN:
<br />NOT THE CORROSION DEPT. AT
<br />209-769-0639, 48 HOURS PRIOR TO
<br />STMT OF WORK,
<br />ELECT. V.G. IN AREA YES � NO ❑
<br />CLASS
<br />ON: 1❑ 2❑ 3 N 4❑
<br />CITY: STOCKTON
<br />PUT MAP: soo6-D2
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<br />CFA; N/A
<br />EMERGENCY
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<br />All Corros(on Levels Satisfactory per
<br />PG&E Gas Utlllty Standard TD -41815.
<br />qualiRed Employee Date
<br />Cnrroslan mechanics sl6gature is required whena
<br />CPA boundary is within the scope of Ne project
<br />ATTENTION FOREMAN
<br />PRIOR TO STARTING JOB, CONSULT AREA
<br />CORROSION MECHANK: FOR LOCATING
<br />WIRE
<br />INSTAL AND GTHODIC PROTECTION
<br />REQUIREMENTS
<br />MAINTAIN 1' MINIMUM VERTICAL CLEARANCE
<br />& 3' MINIMUM (5' PREFERRED) HORIZONTAL
<br />CLEARANCE WITH ALL SEWER AND STORM
<br />DRAIN FACILITIES.
<br />GTHODIC PROTECTION IN WORK MG
<br />ATTENTION FOREMAN:
<br />NOT THE CORROSION DEPT. AT
<br />209-769-0639, 48 HOURS PRIOR TO
<br />STMT OF WORK,
<br />ELECT. V.G. IN AREA YES � NO ❑
<br />CLASS
<br />ON: 1❑ 2❑ 3 N 4❑
<br />CITY: STOCKTON
<br />PUT MAP: soo6-D2
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