|
• I.
<br /> 1 2 2( 3 4 5 €I 6 7 ^18 9 10
<br /> SUMMARY OF PROPOSED WORK: CONSTRUCTION NOTES: CONTACT INFORMATION:
<br /> 1, INSTALL(2X)NEW AT SEMI DEEP-DEEP WELL ANODES PROJECT MANAGER - LARRYCARLOS (9251787-8390
<br /> (SD-DWAJ SPACED 31YADJACENT TO 129M NEUGEBAUER RD, GENERAL REQUIREMENTS: PROJECT ENGINEER(PED) - RYANWOOD (92S128S-7838
<br /> STOCKTON ESTIMATOR/DESIGNER - FRANKTOWNSEND (9251244-321,
<br /> 244-3234
<br /> 2, INSTALL A40V-20 A POLE MOUNTED RECTIFIER(MG42218), 1. UNDERGROUNDSERVICE ALERT: 11.TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH LOCAL CORROSION -- MARCOSOCEGUERA (510)621-9204
<br /> ANODE JUNCTION BOX(M301518),RMU,AND AC DISCONNECT. Call A MINIMUM OF 2 BUSINESS DAYS(NOT INCLUDING INITIAL DAY OF THE FOLLOWING WORK PROCEDURES: SUPERVISOR
<br /> I
<br /> 3. NSTALL12 NEWWGROUNDRODSPERGS&SO-11.1 CONTACT)IHAD VANCE FOR THE MARKING OF UNDERGROUND UTILITIES.INCLUDING ALL LOCALCORROSION -- BILL BELASKI (209)406-7844
<br /> 4. NSTALL21#6 NEW CATHODE LEADS TO OS7A.MDI(M290396). NON-UTILITIES BEFORE YOU DIG,GRADE,OR EXCAVATE. A.TD-430OP-01,HOT AND COLD WORK METHODS FOR NATURAL GAS TRANSMISSION PIPELINE MECHANIC
<br /> E CATHODELFADSWILL NEED TO EXTEND FROM ACCESS ROAD TO SHUTDOWN AND TIE-IN. E
<br /> POLEMOUNITED ANODE JUNCTION BOX. 2. UTILITY NOTES: e.TD-0141S,GASCLFARANCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG.
<br /> S. ANODE WIRES AND NEW CATHODE LEADSTO BE LANDED IN A DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION
<br /> NEW ODE
<br /> 18 PER ANDD WC FROM SEVERAL SOURCES,AND SHALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL 12. COATING REMOVAL
<br /> 6. WI RE WATCHDOG SCOUT RMU(MG42141)TO NEW RECTIFIER PRI OR 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-0I,BEFORE REMOVING
<br /> UNDERGROUND UTILITIES,PROPERTY LIN ES.AND OTHER SUBSTRUCTURES IS NOT GUARANTEED ASPHALTICPIPEWRAPON 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 L WHEN A PIPE WRAP SAMPLE IS REQUIRED TO BE ANALYZED FOR ASBESTOS:
<br /> ENCROACHMENTS. a.CALLER SAMPLE PER TDAMP-01 AND COMPLETE CHAIN OF CUSTODY FORM
<br /> G PROSPECTING IS REQUIRED AHEAD OF WORK.ALL OFFSETS OR ROPING WILL NEED TO BE TDd711P-01-FOI.
<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.ALLEXCAVATIONSWITHM 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 TD4711P-01"PIPE WRAP REMOVAL.HANDLING AND DISPOSAL".
<br /> 3. ELBOWS AND FIELD BENDS: OPERATING MAPS
<br /> A ALL BENDS ARE ELBOWS,EXCEPT WHERE SMOOTH FIELD BENDS ARE SHOWN.FIELD BENDS CATHODIC PROTECTION NOTES: -- 384512,REV61
<br /> SHALL BE MADE IN ACCORDANCE WITH A-36,SECTION4D.FIELDBENDS MAYBEUSED IN LIEU OPERATINGDIAGRAMS
<br /> OF ELBOWS WHEN PREAPPROVED BY THE PG&E PROJECT ENGINEER(PED). 1FOLLOW TD-530TH-01 TO DOCUMENT INTERNAL CORROSION AND EXTERNAL CORROSION --- 806216,REV3
<br /> B.IN ORDERTO AVOID EXCESSIVE STRAIN ON THE PIPELINE,THERE SHALL BEA MINIMUM . AS-BUILTS
<br /> D SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE AND ANY ELBOWS OR FIELD INSPECTION OF THE PIPELINE. ---- 30972347ASSUILTDWG p
<br /> BENDS. 2. INSTALL ELECTROLYSIS TEST STATIONS IN ACCORDANCE WITH GAS DESIGN STANDARDS
<br /> C.AELDCONSTIOS. THE PIANANDPROFILE ARE APPROXIMATEANDSHALL BE CUTTO SUIT 0-10,0-10.1 AND 0.10.2.
<br /> FIELD CONDITIONS.
<br /> 4. SEPARATION FROM OTHER STRUCTURES: 3. UPON COMPLETION OF 8ORINGS,CONTACT THE CORROSION SUPERVISOR FOR THE LOCAL
<br /> A.CROSSING UNDERGROUND FACILMES: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/UTIUTY NOT ASSOCIATED WITH WAS INSTALLED IN THE BORE.THE CURRENT DRAIN TEST MUST BE PERFORMED PRIOR TO
<br /> THE PIPEUNE UNLESS NOTED ON THE DRAWINGS. WELDING PIPE ON EITHER SIDE OF THE BORE.
<br /> SEQUENCE OF OPERATIONS. B.
<br /> PARALLELING UNDERGROUND FACILITIES:THIS PIPELINE MUST BE INSTALLED WITH AT LEAST q- FOR THE INSTALLATION OF THE WATCHDOG RECTIFIER REMOTE MONITOR,CONTACT THE
<br /> 5 FEETOFCLEARANCE FROM ANY OTHER UNDERGROUND STRUCTURE/UTILITY NOT ASSOCIATED CORROSIONTHEINSLLATISORF THE W LOCALGRECTIFIIERRE
<br /> SEE ABOVE WITH THE PIPELINE UNLESS NOTED ON THE DRAWINGS.
<br /> 5. REST ORATION AND CLEAN UP: 5. BONDING CABLES TO BE INSTALLED ACROSS PIPELINE CUT-OUTS AT ALL LOCATIONS THE
<br /> A RESTORATION Of PUBLIC STREETS,SIDEWALKS,CURBS,ETC.ABOVE PIPE BEDDING SHALL BE IN PIPELINE IS SEVER ED PRIOR TO REMOVAL.CHAIN CLAMPS,MAGNETIC CLAMPS,OR OTHER
<br /> ACCORDANCE WITH THE LATEST CITY,COUNTY,OR AGENCY STANDARDS. CONSTRUCTION MANAGEMENT APPROVED CLAMPS AND 46(MIN)STRANDED CABLE SHALL
<br /> B.WHERE EVER THERE ARE ROW CROPS,THE TOPSOIL SHALL BE REMOVED TO A DEPTH OF 12"AND BE UTILIZED.CLAMPS TO REMAIN IN PLACE UNTIL PIPELINE 15 TIED IN.
<br /> STORED ON SITZ UPON COMPLETION OF CONSTRUCTION,THE TOPSOIL SHALL BE RESTORED. RETIREMENT PROCEDURE FOR EXISTING PIPE:
<br /> TAKE URE TO PREVENT MIXING OF TOPSOIL AND SUBSOIL.
<br /> 6. DESIGN NOTES: 1. GT&D UTILITY WORK PROCEDURE TD 9500P46,'DEACTIVATION AND/OR RETIREMENT OF
<br /> A DRAWING HAS BEEN CREATED BY REVIEW OF THE AS-BUILT DRAWINGS&RECORDS.THIS DRAWUNDERGROUND GAS FACILITIES,'SHALL BE FOLLOWED.
<br /> ACCURACYIS DEPENDENT UPON THE SOURCE DOCUMENT USTEDON THE REFERENCE
<br /> DRAWINGS 2. THEEXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100%PURGED C B.PIPE 8 FITTING SEPCIFICATIONS WITH ASTERISK(')ARE CONSERVATIVE ASSUMED VALUES PER GAS DESIGN STANDARD A-38,'PROCEDURES FOR PURGING GAS FAOUTIES.'
<br /> PER TD-412SP-09 PROCEDURE FOR THE RESOLUTION OF UNKNOWN PIPELINE FEATURES(PRUPF). 3. THE PIPE SHALLRE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN.
<br /> C ALL WORK DEPICTED IN THIS DRAWING IS 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.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 /> MANUAL TD4160M.REFER TO T"160P.20 OR 70-0160P-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 UTILITY PROCEDURE RD-416OP4
<br /> 0. 4. ATEACHSUCHLOCATION NOTED ABOVE,APIECE OF PIPE AT LEAST 24'LONG SHALL BE
<br /> C AUCANS OR SPOOLS SHALL BEA MINIMUM LENGTH OF ONE PIPE DIAMETER,WHENEVER POSSIBLE. REMOVED.INSTALLAI'HIGH PRESSURE SAYE-A-VALVE IH-17491,M022287 TO CHECK FOR
<br /> D.WHEN INTERNAL MISALIGNMENT ATGIRTHWELDS EXCEEDS 0.094',RACKWELD WHERE THERE IS PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE.THE OPEN ENDS OF THE
<br /> ACCESS TO THE INSIDE OF THE WELD.WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, RETIRED PIPE SHALL BE SEALED By THE MOST APPROPRIATE METHOD OUTLINED IN GT&O
<br /> MACHINE BORING OR GRINDING IS REQUIRED.RACKWELDING,GRINDING,OR BORING MUST BE UTILITY WORK PROCEDURE TD-950TH-I6.BACKFILL APPROPRIATE
<br /> METHOD
<br /> OUTLINED
<br /> GHLY COMPACTED IN
<br /> DONE IN ACCORDANCE WITH TD4I60P-2008 TDd160.26,AS APPROPRIATE. PLACE OF THE REMOVED SECTION OF PIPE.
<br /> e. STRENGTH TEST REQUIREMENTS DESIGN CHANGE PROCEDURE
<br /> A STRENGTH TESTING SHALL MEET PRESSURE AND DURATION REQUIREMENTS OF GAS STANDARD
<br /> A-34 AND SH ALL BE CONDUCTED IN ACCORDANCE WITH U7IUTY PROCEDURE TD41375. MAINTENANCE AND CONSTRUCTION PERSONNEL MUST OBTAIN APPROVAL FROM THE PROJECT
<br /> B.ALL WELDS THAT HAVE NOT BEEN STRENGTH TES TED AND ALL FITTINGS SHALL BE SOAP TESTED AT ENGINEER(PED)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 DIRECT BURIAL COATING SELECTIONS TABLE.
<br /> C.CONTACT THE PROJECT ENGINEER(PED)TO REQUEST VARIANCE FROM THE
<br /> APPROVED COATING PRODUCTS.
<br /> ID INSPECTION WHENEVER EXISTING PIPELINE:
<br /> A.CONSTRCTION,INGFOL BUROW TD GASOP-01 O D ARE ENT PIPE I DURING ENGINEERING ORO RING
<br /> MISTING CONSTRUCTION,FOLLOW TD-5300P-01 TO DOCUMENT PIPE INSPECTION.THIS APPLIES TO E%ISTING &
<br /> AND TO BE RETIRED FACILRIES,
<br /> B.EXISTING GIRTH WELDS,AT TITIN 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. i
<br /> A 4!
<br /> WARNING: "7e PIPELINE-CONSTRUCTION NOTES °LLbM"II IHIi
<br /> THB O(KUNExT CONT/�xt 8
<br /> cDxO xnN.vnOvwETAgr L(2)49' D1 MP 0.93
<br /> tmM�TpxTHATBTxE SaE 4 INSTALL(2)49'DWA's&RERECTIFIER nn C-1415
<br /> PROPE OF PAUF MOI AND
<br /> _E.IX coNJVAxr AHD i5 STOCKTON,SAN IOAQUIN COUNTY '
<br /> OTIENDEDEOR USE DNIY By E
<br /> Al1INORlEFO VAUEK GAf AND ¢SYFDEp(Ox5T4iK5px 445 mu6N®O4A OKTY4U5Nx RIrtTRO i OE SIFDS
<br /> VR.elSt'F OBIOW.
<br /> 'MM
<br /> COMFANYENN0r S ., o<x�c. US PACIFIC GAS AND ELECTRIC COMPANY
<br /> DmADENTS CanoeloTBvoudiv. 74026770 0
<br /> o W6F m. REVISIONS SAN FRANCISCO,CALIFORNIA
<br /> 1 2 3 4 5 :.I 6 7 ;18 9 5 10 �*
<br />
|