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<br /> SUMMARY OF PROPOSED WORK: CONSTRUCTION NOTES: CONTACT INFORMATION:
<br /> 1. INSTALL A NEW 300'XD-DWA ON THE ACCESS ROAD TO PROJECT MANAGER - MICHAEL BRADANINI 925-328-569
<br /> MCDONALD 5-25'FROM THE PROPOSED POLE MOUNTED GENERAL REQUIREMENTS: PROJECT ENGINEER(PED) -- RYAN WOOD 925-328-593 51
<br /> RECTIFIER LOCATION. ESTIMATOR/DESIGNER - ALONZO GONZALES 925-244-309
<br /> 1. UNDERGROUND SERVICE ALERT: 11. TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH
<br /> 2. RUN THE 16 ANODE LEADS FROM THE X0.DWA TO THE POLE CALL 811(1-800.227-2600)A MINIMUM OF 2 BUSINESS DAYS(NOT INCLUDING INITIAL DAY OF THE FOLLOWING WORK PROCEDURES: CORROSION ENGINEER - BILL BELASKI 209406-7
<br /> MOUNTED 016. CONTACT)IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES,INCLUDING ALL
<br /> 3. INSTALLA 40V/30A POLE MOUNTED RECTIFIER ON THE NORTH NON-UTILITIES BEFORE YOU DIG,GRADE,OR EXCAVATE. A.TD4100P-01,HOT AND COLD WORK METHODS FOR NATURAL GAS TRANSMISSION PIPELINE
<br /> E SIDE OF THE POLE OUTSIDE THE ACCESS ROAD FLOW OF TRAFFIC. SHUTDOWN AND TIE-IN. E
<br /> 4. INSTALL(2)NEW Cu GROUND RODS PER GS&S 0.11.1. 2. UTILITY NOTES: B.TD-44415,GAS CLEARANCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG.
<br /> S. INSTALL(2)NEW 46 CATHODE LEADS TO L-057A-M325 CLOSE TO A.DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION
<br /> THE FENCE LINE.RUN THE(2)A6 CATHODE LEADS TO THE POLE FROM SEVERAL SOURCES,AND SHALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL 12. COATING REMOVAL:
<br /> MOUNTED RECTIFIER. PRIOR TO FABRICATION.
<br /> 6. INSTALL A NEW POLE MOUNTED WATCHDOG SCOUT RMU. B.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF A.PERFORM THE FOLLOWING STEPS,IN ACCORDANCE WITH TD4711P-01,BEFORE REMOVING
<br /> UNDERGROUND UTILITIES,PROPERTY LINES,AND OTHER SUBSTRUCTURES IS NOT GUARANTEED ASPHALTIC PIPE WRAP ON PIPELINES INSTALLED PRIOR TO 1972(BASED ON PG&E ANALYSIS,
<br /> TO BE ACCURATE OR ALL-INCLUSIVE,UNLESS OTHERWISE NOTED.CONSTRUCTION PERSONNEL PIPE INSTALLED IN 1972 OR LATER DOES NOT HAVE PIPE WRAP THAT CONTAINS ASBESTOS):
<br /> ARE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF
<br /> UNDERGROUND UTILITIES AND OTHER SUBSTRUCTURES AS NECESSARY TO AVOID DAMAGE OR 1.WHEN A PIPE WRAP SAMPLE IS REQUIRED TO BE ANALYZED FOR ASBESTOS:
<br /> ENCROACHMENTS. a.COLLECT SAMPLE PER TO-4711P-01 AND COMPLETE CHAIN OF CUSTODY FORM
<br /> C.PROSPECTING IS REQUIRED AHEAD OF WORK.ALL OFFSETS OR ROPING WILL NEED TO BETD4711P-01-FOL.
<br /> APPROVED BY THE PG&E PROJECT ENGINEER(PED),AND REDLINED DETAILS SHOWN ON PROFILE b.FILE PINK COPY OF THE CHAIN OF CUSTODY FORM AND FINAL LABORATORY RESULTS
<br /> AND CONSTRUCTION DETAIL SHEETS OF EACH ADDITIONAL SUBSTRUCTURE. WITH THE AS-BUILTS.
<br /> D.ALL EXCAVATIONS WITHIN EXISTING STATIONS SHALL BE HAND DUG OR EXCAVATED USING SOFT REFERENCE DRAWINGS:
<br /> DIG METHODS(e.g.VACUUM EXCAVATIONS OR SIMILAR). 2.WHEN REMOVING PIPE WRAP THAT CONTAINS ASBESTOS,OR FOR EMERGENCY WORK,
<br /> 3. ELBOWS AND FIELD BENDS: FOLLOW TD-4711P-01"PIPE WRAP REMOVAL,HANDLING AND DISPOSAL". OPERATING MAPS -- 385172
<br /> ---
<br /> A.ALL BENDS ARE ELBOWS,EXCEPT WHERE SMOOTH FIELD BENDS ARE SHOWN.FIELD BENDS OPERATING DIAGRAMS NIA
<br /> CATHODIC PROTECTION NOTES: PLATSHEET --- 3002-A2
<br /> SHALL BE MADE IN ACCORDANCE WITH A-36,SECTION 4D.FIELD BENDS MAY BE USED IN LIEU
<br /> OF ELBOWS WHEN PREAPPROVED BYTHE PG&E PROJECT ENGINEER(PED). 00P-Ol TO DOCUMENT INTERNAL CORROSION AND EXTERNAL CORROSION
<br /> B.IN ORDERTO AVOID EXCESSIVE STRAIN ON THE PIPELINE,THERE SHALL BE A MINIMUM INSPECTION 1. FOLLOW TD-S1SI THE PIPELINE.
<br /> D SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE AND ANY ELBOWS OR FIELD p
<br /> BENDS. 2INSTALL ELECTROLYSIS TEST STATIONS IN ACCORDANCE WITH GAS DESIGN STANDARDS
<br /> C.ALL ANGLES SHOWN IN THE PLAN AND PROFILE ARE APPROXIMATE AND SHALL BE CUT TO SUIT . 0-10,0-10.1 AND 0-10.2.
<br /> FIELD CONDITIONS.
<br /> 4. SEPARATION FROM OTHER STRUCTURES: 3. UPON COMPLETION OF BORINGS,CONTACT THE CORROSION SUPERVISOR FOR THE LOCAL
<br /> A.CROSSING UNDERGROUND FACILITIES:PG&E PIPELINE MUST BE INSTALLED WITH AT LEAST AREA/DIVISION TO PERFORM CURRENT DRAIN TESTS ON THE PIPELINE SEGMENT THAT
<br /> 24 INCHES OF CLEARANCE FROM ANY OTHER SUBSTRUCTURE/UTILITY NOT ASSOCIATED WITH WAS INSTALLED IN THE BORE.THE CURRENT DRAIN TEST MUST BE PERFORMED PRIOR TO
<br /> THE PIPELINE UNLESS NOTED ON THE DRAWINGS. WELDING PIPE ON EITHER SIDE OF THE BORE.
<br /> SEQUENCE OF OPERATIONS: B.PARALELNGUNFEET OF ERGRCE FOM ANYOUND FACILITES UNDERGROUND STRUCTUREINSTALLED
<br /> WITH
<br /> ASSLEAST OCIATED 4. FOR THE INSTALLATION OF THE WATCHDOG RECTIFIER REMOTE MONITOR,CONTACT THE
<br /> NOT
<br /> 1. INSTALL A NEW 300'XD-DWA ON THE ACCESS ROAD TO WITH THE PIPEUNE UNLESS NOTED ON THE DRAWINGS. CORROSION SUPERVISOR FOR THE LOCAL AREA/DIVISION.
<br /> MCDONALD 5-25'FROM THE PROPOSED POLE MOUNTED 5. RESTORATION AND CLEAN UP: 5. BONDING CABLES TO BE INSTALLED ACROSS PIPELINE CUT-OUTS AT ALL LOCATIONS THE
<br /> RECTIFIER LOCATION. A.RESTORATION OF PUBLIC STREETS,SIDEWALKS,CURBS,ETC.ABOVE PIPE BEDDING SHALL BE IN PIPELINE 15 SEVERED PRIOR TO REMOVAL.CHAIN CLAMPS,MAGNETIC CLAMPS,OR OTHER
<br /> 2. RUN THE 16 ANODE LEADS FROM THE XD-DWA TO THE POLE CONSTRUCTION MANAGEMENT APPROVED CLAMPS AND#6(MIN)STRANDED CABLE SHALL
<br /> MOUNTED AIB. ACCORDANCE WITH THE LATEST CITY,COUNTY,OR AGENCY STANDARDS. BE UTILIZED.CLAMPS TO REMAIN IN PLACE UNTIL PIPELINE IS TIED IN.
<br /> 3. INSTALL A 40V/30A POLE MOUNTED RECTIFIER ON THE NORTH B-WHERE EVER THERE ARE ROW CROPS,THE TOPSOIL SHALL BE REMOVED TO A DEPTH Of 12"AND
<br /> SIDE OF THE POLE OUTSIDE THE ACCESS ROAD FLOW OF TRAFFIC. STORED ONSITE.UPON COMPLETION OF CONSTRUCTION,THE TOPSOIL SHALL BE RESTORED. RETIREMENT PROCEDURE FOR EXISTING PIPE:
<br /> 4. INSTALL(2)NEW Cu GROUND RODS PER GS&S 0-11.1. TAKE CARE TO PREVENT MIXING OF TOPSOILAND SUBSOIL.
<br /> 5. INSTALL(2)NEW#6 CATHODE LEADS TO L-057A-M325 CLOSE TO 6. DESIGN NOTES: 1. GT&D UTILITY WORK PROCEDURE TO 9500P-16,"DEACTIVATION AND/OR RETIREMENT OF
<br /> THE FENCE LINE.RUN THE(2)N6 CATHODE LEADS TO THE POLE A.THIS DRAWING HAS BEEN CREATED BY REVIEW OF THE AS-BUILT DRAWINGS&RECORDS. UNDERGROUND GAS FACILITIES,"SHALL BE FOLLOWED.
<br /> MOUNTED RECTIFIER. ACCURACY IS DEPENDENT UPON THE SOURCE DOCUMENT LISTED ON THE REFERENCE
<br /> 6. INSTALL A NEW POLE MOUNTED WATCHDOG SCOUT RMU. DRAWINGS. 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND 8E 100%PURGED -
<br /> C B.PIPE&FITTING SEPCIFICATIONS WITH ASTERISK(')ARE CONSERVATIVE ASSUMED VALUES PER GAS DESIGN STANDARD A-38,"PROCEDURES FOR PURGING GAS FACILITIES."
<br /> PER TD412SP-09 PROCEDURE FOR THE RESOLUTION OF UNKNOWN PIPELINE FEATURES(PRUPF). 3THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN.
<br /> C.ALL WORK DEPICTED IN THIS DRAWING 15 TO BE AS-BUILT UNDER THE PRIMARY ORDER NUMBER. . THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO
<br /> 7. WELDING REQUIREMENTS: IDENTIFY THE MOST OPTIMUM LOCATION IN THAT VICINITY.ACCURATE SURVEY DATA MAY
<br /> A.ALLARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROLNOT BE AVAILABLE FOR THESE LOCATIONS 50 USE CAUTION DURING EXCAVATION AND WHEN
<br /> MANUALTD-4160M.REFER TOTD-416OP-20 OR TD-4160P-26 FOR GENERAL WELDING REQUIREMENTS. IDENTIFYING THE PIPELINE TO BE RETIRED.OTHER ACTIVE PIPELINES MAY BE IN THE AREA.
<br /> B.PERFORM ALL IN-SERVICE WELDING PER UTIUTY PROCEDURE TD-416OP-40. 4. AT EACH SUCH LOCATION NOTED ABOVE,A PIECE OF PIPE AT LEAST 24"LONG SHALL BE
<br /> C.ALL CANS OR SPOOLS SHALL BE A MINIMUM LENGTH OF ONE PIPE DIAMETER,WHENEVER POSSIBLE. REMOVED.INSTALL A 1"HIGH PRESSURE SAVE-A-VALVE(H-17491,M022287)TO CHECK FOR
<br /> D.WHEN INTERNAL MISALIGNMENT AT GIRTHWELDS EXCEEDS 0.094",BACKWELD WHERE THERE IS PRODUCT AND PRESSURE 1"HIGORTOCURE SAVNG NTOTHEPIPELINE.THEO2871PEN TO CHECK
<br /> THE
<br /> ACCESS TO THE INSIDE OF THE WELD.WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, PRODRETIRUCT
<br /> ANIPE SHRESSURALL BE E PRIORLED TO
<br /> HE MOST APPROPRIATE METHOD OUTLINED IN FTH
<br /> MACHINE BORING OR GRINDING IS REQUIRED.BACKWELDING,GRINDING,OR BORING MUST BE UTILITY WORK PROCEDURE TD-9500P-16.BACKFILL MUST BE THOROUGHLY COMPACTED IN
<br /> DONE IN ACCORDANCE WITH TD-4160P-20 OR 70.4160-26,AS APPROPRIATE. PLACE OF THE REMOVED SECTION OF PIPE.
<br /> 8. STRENGTH TEST REQUIREMENTS DESIGN CHANGE PROCEDURE
<br /> A.STRENGTH TESTING SHALL MEET PRESSURE AND DURATION REQUIREMENTS OF GAS STANDARD
<br /> A-34 AND SHALL BE CONDUCTED IN ACCORDANCE WITH UTILITY PROCEDURE TD-41375. MAINTENANCE AND CONSTRUCTION PERSONNEL MUST OBTAIN APPROVAL FROM THE PROJECT
<br /> B.ALL WELDS THAT HAVE NOT BEEN STRENGTH TESTED AND ALL FITTINGS SHALL BE SOAP TESTED AT ENGINEER(PED)BEFORE MAKING ANY DESIGN CHANGE TO GAS FACILITIES PER TD-4014P-06.
<br /> 100 PSI AND AT OPERATING PRESSURE BEFORE COATING CAN OCCUR.
<br /> 9. COATING REQUIREMENTS:
<br /> B A.ALL EXPOSED PIPE AND FITTINGS ARE TO BE COATED IN ACCORDANCE WITH GAS STANDARD B
<br /> E-30.ALL COATING ON BURIED PIPE AND FITTINGS ARE TO BE APPUED IN ACCORDANCE WITH
<br /> GAS STANDARD E-35.
<br /> B.FOR COATING SELECTIONS ON BURIED PIPE,SEE DIRECT BURIAL COATING SELECTIONS TABLE.
<br /> C.CONTACT THE PROJECT ENGINEER(PED)TO REQUEST VARIANCE FROM THE
<br /> APPROVED COATING PRODUCTS.
<br /> 10. INSPECTIONEXISTING PIPELINE:
<br /> A.WHENEVER
<br /> EXISTING BURIED GAS P-01FACIUTITO D ARE EXCAVATED DURING ENGINEERING OR DURING
<br /> CONSTRUCTION,FOLLOW TD-S100P-01 TO DOCUMENT PIPE INSPECTION.THIS APPLIES TO EXISTING A
<br /> AND TO BE RETIRED FACILITIES.
<br /> S.EXISTING GIRTH WELDS,AT TIE-IN LOCATIONS,SHALL BE IDENTIFIED AND REMOVED IF PRACTICAL. GAS TRANSMISSION
<br /> ESTIMATING&DESIGN
<br /> C.PRIOR TO TIE-IN,INSPECT COATING AND PIPE FOR DEFECTS.IF DEFECTS ARE FOUND,
<br /> CONTACT PROJECT ENGINEER(PED)FOR GUIDANCE.
<br /> `s
<br /> A A
<br /> WARNING PIPELINE-CONSTRUCTION NOTES NUDF-TI 1N 1
<br /> THISDOCUM
<br /> INFORMATION
<br /> NTIATIS INS L-0570'DEEP MP 0.18
<br /> CONFIDENTIAL.PRDPRIETARY C-1547
<br /> PROFTR TION TEAT IS THE SOLE INSTALL 300'DEEP WELL ANODE IDa ID
<br /> ELE RITYOFPACIR NYMOIS 0 STOCKTON,SAN JOAQUIN COUNTY
<br /> ELECTRIC COMPANY AND IS
<br /> AMOED FOR POSE ONLY BY $HEFT nD 3 a SXEER
<br /> A,ECTIU COMPCNYEMSAND IDl•W YIIIAI'f DBIDW. 62?M ISSUEDf00.[ONSDIURIDN 11030N0 ANY MM GAS TRANSMIS ELECTRIC
<br /> DN S
<br /> ANDAGENTS, EMPLOYEES • oiSLNlmox Ix6evvo PACIFIC GAS AND ELECTRIC COMPANY 2 Q
<br /> AND RS AGENTS. Call BBLOTB you dig. 74030790 0
<br /> n vexi m REVISIONS SAN FRANCISCO,CALIFORNIA
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