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<br /> SUMMARY OF PROPOSED WORK: CONSTRUCTION NOTES: CONTACT INFORMATION:
<br /> 1. INSTALL(2X)NEW 49'SEMI DEEP-DEEP WELL ANODES PROTECT MANAGER - LARRY CARLOS (925)78]-8390
<br /> (SD-0WA)SPACED 30-ADJACENT TO 12988 NEUGEBAUER RD, GENERAL REQUIREMENTS: PROJECT ENGINEER(PED) - RYAN WOOD (925)285-7838
<br /> STOCKTON ESTIMATOR/DESIGNER --- FRANKTOWNSEND (925)24x3234
<br /> A POLE 1. UNDERGROUND SERVICEALERT: 11.TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH (510)621.9204
<br /> 2. INODEJUN0 V-2 BOX(M301528),
<br /> RMU,AND RECTIFIER E ULL811(1-WO-227-2600)A MINIMUM OF 2 BUSINESS DAYS(NOT INCLUDING INITIAL DAV OF THE FOLLOWING WORK PROCEDURES: LOULCORROSION - MARCOSOCEGUEM
<br /> ANODEJUNCTIONBO%OUND ODRMI,ANDAC O-DISCONNECT. SUPERVISOP
<br /> 3. IN STALL(2j NEWCU GROUNDR LEADS T G5&50.11.1 CONTAR)INS BEFORE FOR THE MARKING EXCAVATE.
<br /> UTIIfOES,INCLUDING ALL LOULCORROSION - BIU BELASKI (209)406-7844
<br /> CATH 4. INSTALLE ADS WILL
<br /> LEADSDFROM-MCESS ROAD TO
<br /> NON-UTILFTIES BEFORE VOLA DIG,GRADE,ORIXUVATE. A.SHUTDOWN NDTAND IE-IN. DWORKMETHODS FOR NATURAL GAS TRANSMISSION PIPELINE MECHANIC
<br /> E POLEMOLEADSWILLNEEDTO CTIONBND FROM ACCESS ROADTO TDU IWNACLEAR N. E
<br /> PNODE WIR SAND NEW
<br /> (UNCTION BOX. 2. A.DIMENSIONS
<br /> B.TD-44415,GASCIEARl1NCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG.
<br /> S.
<br /> ANODEWIRESAND NEW CATHODE LEADS TO BE LANDED IN A FROM SEVERAL OWNON ES,AND DRAWINGS VE ARE IN ASED
<br /> ON THE BESTAVAILABLEINFORMATION
<br /> NEW AIB PER G58S 0-13.2. FROM SEVERAL SOURCES,ANDSNALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL 12 COATING REMOVAL:
<br /> 6. WIRE WATCHDOG SCOUT RMU IM042141)TO NEW RECTIFIER PRIOR TO FABRICATION.
<br /> 7. INSTALL NEW ELECTRIC SERVICE ON PG&E POLE 120344302. B.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF A.PERFORM THE FOLLOWING STEPS,IN ACCORDANCE WITH TD-4711P-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 197208 LATER DOES NOT HAVE PIPE WRAP THAT CONTAINS ASBESTOS):
<br /> ARE RESPONSIBLE FOR MAKING ALLDETERMINATIONS ASTO 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.[TILLER SAMPLE PER TD-4711P-01 AND COMPLETE CHAIN OF CUSTODY FORM
<br /> C.PROSPERING IS REQUIRED AHEAD OF WORK.ALL OFFSETS OR ROPING WILL NEED TO BE T"11P-01-F01.
<br /> APPROVED BY THE PG&E PROJECT ENGINEER(PED),AND REDUNED 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 /> FOLLOW TD-4711P.01'PIPE WRAP REMOVAL,HANDLING AND DISPOSAL".
<br /> 3. ELBOWS AND FIELD BENDS:
<br /> OPERATING MAPS
<br /> A.ALLBENDSARE IN LBOWS,
<br /> ACCORXCEPT DAERE NCE WITH
<br /> OTHECT FIELD.NDS FIELD ARE SHOWN,FIELDS NDSILLI CATHODIC PROTECTION NOTES: - 384512,REV 63
<br /> SHALL BE MADE IN ACCORDANCE WITH A-36,SECTION 4D.FIELD BENDS MAY BE USED IN LIEU OPERATING DIAGRAMS
<br /> OF ELBOWS WHEN PRLAPPROVED BY THE FG&E PROJECT ENGINEER PED). 1. FOLLOW TO-SIODP-01 TO DOCUMENT INTERNAL CORROSION AND EXTERNAL CORROSION -- R06216,REV3
<br /> B.IN ORDER TOAVOID EXCESSWESTRAIN ON THE PIPELINE,THERE SHALL BE A MINIMUM INSPECTION OF THE PIPELINE. AS-BUILTS
<br /> SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE ANDANY ELBOWS OR FIELD -- 30972M7ASBUILTDWG p
<br /> BENDS. 2. INSTALL ELECTROLYSIS TEST STATIONS IN ACCORDANCE WITH GAS DESIGN STANDARDS
<br /> FIELDCONDITIONS.
<br /> CONDITIONS.
<br /> C.ALLOWNIN THE PUN AND PROFILE ARE APPROXIMATE AND SHALL BE CUT TO SUR 0-10.0-10.1 AND 0-10.2.
<br /> 4. SEPARATION FROM OTHER STRUCTURE S: A. 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 PIPEUNE 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: S.
<br /> PARALLEUNG UNDERGROUND FACILITIES:THIS PIPELINE MUST BE INSTALLED WITH AT LEASE 4. FOR THE INSTALLATION OF THE WATCHDOG RECTIFIER REMOTE MONITOR.CONTACT THE
<br /> SFEETOFCLEARANCE FROM ANY OTHER UNDERGROUND STRUCTURE/UTILITY NOT ASSOCIATED CORROSIONTHEINSSUPERVISOR FOR THE HE LOCAL WATCHDOG
<br /> REDIVISION.
<br /> SEE ABOVE WITH THE PIPELINE UNLESS NOTED ON THE DRAWINGS.
<br /> S. RESTORATION AND CLEAN UP: 5, BONDING CABLES TO BE INSTALLED ACROSS PIPELINE CUT-OUTS GAT ALL LOCATIONS THE
<br /> A.RESTORATION WOF ITH THE STESTCITY,SIDEWALKS,COUNTY,OR
<br /> ETC.ABOVE PIPE BEDDING SHALL BE IN PIPELICONSTE ISRUCTION
<br /> SEVEREDPRIOR TO AGEMENT APPROAL.VED
<br /> CLIN AMPS AND
<br /> (MINETIRANDED,OROTHER
<br /> AL
<br /> ACCORDANCE WITH THE LATEST OPS COUNTY,OR AGENCY STANDARDS. CONSTRUCTION MANAGEMENT APPROVED DAMPS AND E IS
<br /> STRANDED CABLE SHALL
<br /> B.WHERE EVER THERE ARE ROW CROPS,THE TOPSOIL SHALL BE REMOVED TOADEPTH OF 12-AND BE UTILIZED.CLAMPS TO REMAIN IN PLAIT UNTIL PIPELINE IS TIED IN,
<br /> STORED ON SITE.UPON COMPLETION OF CONSTRUCTION,THE TOPSOIL SHALL BE RESTORED. RETIREMENT PROCEDURE FOR EXISTING PIPE:
<br /> TAKE CARE TO PREVENT MIXING OF TOPSOIL AND SUBSOIL
<br /> 6. DESIGN NOTES: 1, GT&D UTIUTY WORK PROCEDURE TD950OP-16,"DEACTIVATION AND/OR RETIREMENT OF
<br /> A.THIS DRAWING HAS BEEN CREATED BY REVIEW OF THE AS-BUILT DRAWINGS&RECORDS. UNDERGROUND GAS FACILITIES;SHALL BE FOLLOWED.
<br /> _ ACCURACY IS DEPENDENT UPON THE SOURCE DOCUMENT LISTED ON THE REFERENCE 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 200%PURGED
<br /> DRAWINGS. PER GAS DESIGN STANDARD A-38,"PROCEDURES FOR PURGING GAS FACILITIES."
<br /> C B.PIPE&FIRING SEPCIFICATIONS WITH ASTERISK(')ARE CONSERVATIVE ASSUMED VALUES
<br /> PER TD4125P-D9 PROCEDURE FOR THE RESOLUTION OF UNKNOWN PIPELINE FEATURES(PRUPF). 3. THE PIPE SHALL BESECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN.
<br /> C.ALL WORK DEPICTED IN THIS DRAWING IS TO BE A 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.ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL NOT BE AVAILABLE FOR THESE LOCATIONS SOUSE CAUTION DURING EXCAVATION AND WHEN
<br /> MANUALTDAI60M.REFER TOTO-416OP-20 ORTD-0160P-26 FOR GENERAL WELDING REQUIREMENTS. IDENTIFYING THE PIPELINE TO BE RETIRED.OTHER ACTIVE PIPELINES MAY BE IN THE AREA.
<br /> 8.PERFORM ALL IN-SERVICE WELDING PER UTILITY PROCEDURE RD-416OP-40. 4. AT EACH SUCH LOCATION NOTED ABOVE,A PIECE OF PIPE AT LEAST 24"LONG SMALL BE
<br /> C.ALL CANS OR SPOOLS SHALL BEA MINIMUM LENGTH OF ONE PIPE DIAMETER,WHENEVER POSSIBLE.
<br /> D.WHEN INTERNAL MISALIGNMENT AT GIRTHWELDS EXCEEDS 0.094",BACKWELD WHERE THERE 15 REMOVED.INSTALL A I'HIGH PRESSURE SAVE-A4ALVE(H-17491,M022287)TO CHECK FOR
<br /> ACCESS TO THE INSIDE OF THE WELD.WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE.THEOPENENDSOFTHE
<br /> I
<br /> MACHNEBORINGOR GRINDING IS REQUIRED.RACKWFLDING,GRINDING,OR BORING MUST BE RETIRED PI PE SHALL BE SEALED BY THE MOSTAPPROPRIATE METHOD OUTUNED IN GT&D
<br /> DONE N ACCORDANCE WITH TD436OP-20 OR T04160.26,AS APPROPRIATE. UTILITY WORK PROCEDURE I13-9500P-16.BACKFILL MUSTBE THOROUGHLY COMPARED IN
<br /> 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-34ANDSHALL SHALL
<br /> IN ACCORDANCE WITH UTILITY PROCEDURE TD11375. 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 JPED)BEFORE MAKING ANY DESIGN CHANGE TO GAS FACILITIES PER TD4014P-01.
<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 APPLIED IN ACCORDANCE WITH
<br /> GAS STANDARD E-35.
<br /> B.FOR COATING SELECTIONS ON BURIED PIPE,SEE DIRER BURIAL COATING SELECTIONS TABLE.
<br /> C.CONTACTTHE PROJECT ENGINEER[PED)TO REQUEST VARIANCE FROM THE
<br /> APPROVED COATING PRODUCTS.
<br /> 10.A.WHEION R EXISTING PIPELINE:
<br /> ACO STR CTION,FOLOWTDGASfA0UODTIES AREEXCAVATE I DURING ENGINEERINGOR ESTO EXISTING CONSTRUCTION,FOLLOW TD-5100P-01 TO DOCUMENT PIPE INSPECTION.THIS APPLIES TO EXISTING ✓i
<br /> AND TO BE RETIRED FACILITIES. �
<br /> B.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,IN PER COATING AND PIPE FOR DEFECTS.IF DEFECTS ARE FOUND,
<br /> CONTACT PROJECT ENGINEER(PED)FOR GUIDANCE.
<br /> A A
<br /> WARNING: O PIPELINE-CONSTRUCTION NOTES wR sLl>
<br /> 1
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<br /> LFrvov vpuvK Grs INSTALL(2)49'DWA's&RECTIFIER
<br /> rUCTNc mMVANV ANo Is STOCKTON,SAN JOAQUIN COUNTY '
<br /> �uiiaAlzro onar¢Gnsa+o I.P.rears Dgbr. i0R1P1t11pX
<br /> FIECTRK COMPANYEMPIDY. . wvlw DOLL OIS FUC CL
<br /> ANOIR AGENCY. CBIIBeIDre VDD OIp. PACIFIC GAS AND ELECTRIC COMPANY
<br /> o vGgr m. R E V I S IONS SAN FRANCISCO,CALIFORNIA
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