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<br /> SUMMARY OF PROPOSED WORK: CONSTRUCTION NOTES: CONTACT INFORMATION:
<br /> 1. INSTALL 300'DEEP WELL ANODE BED. PROJECT MANAGER --- MICAHAEL BRADANINI 9252049953
<br /> 2. INSTALLCORROSION ENGINEER RYAN ODD 925-2857838
<br /> ,40V-30A ORNAMENTAL ENCLOSURE ADJACENT TO GENERAL REQUIREMENTS: 13. COATING REMOVAL: ..__
<br /> W
<br /> POWER POLE,THE ORNAMENTAL ENCLOSURE WILL INCLUDE ESTIMATOR/DESIGNER --- MATTGOOOWIN 209-471-3698
<br /> RECTIFIER,AIB,RMU,AND CAATHODE)UNCTION BOX. 1. UNDE RGROUND SERVICE ALERT: A.PERFORM THE FOLLOWING STEPS,IN ACCORDANCE WITH TD4711P-01,BEFORE REMOVING FIELD ENGINEER/CM - TBD TOO
<br /> 3. INSTALL 2 GROUND RODS. CALLBII(1-80-227-2600)A MINIMUM OF 2 BUSINESS DAYS INCLUDING INITIAL DAY OF ASPHALTIC PIPE WRAP ON PIPELINES INSTALLED PRIOR TO 1972(BASED ON PG&E ANALYSIS, LAND PLANNER -- TBD TBD E 4. INSTAII 121 NEW N6ROS.CATHODE LEADS TO U002,L401, CONTACT)IN GAG ANCE FOR THE MARKING OF UNDERGROUND UTILITIES,INCLUDING ALL PIPE INSTALLED IN 1972 OR LATER DOES NOT HAVE PIPE WRAP THAT CONTAINS ASBESTOS): _-- E
<br /> BRING CABLES INTO CATHODE JUNCTION BOX. NON-UTILITIES BEFORE YOU DIG,GRADE,OR E%CAVAiE. MECHANIC
<br /> CAL HANICCORROSION GUS VE2AlDENES 709-406-8281
<br /> 5. ANODE WIRES AND CATHODE LEADS FROM CATHODE 1.REFER TO THE"EXISTING PIPE SPECS(PRE-1972)"STAMP TO DETERMINE IF A SAMPLE HAS MECHANIC
<br /> JUNCTION BOX TO BE LANDED IN AJ& 2. UTILITY NOTES: BEEN COLLECTED OR IF A SAMPLE 15 REQUIRED:
<br /> 6. INSTALL RS ON L-002 AND L-401. A.DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION
<br /> 7. MAKE 12)08 PIPE CONNECTIONS TO I-002&401 FROM SEVERALSOURCES.AND SHALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL a.'YES"REPRESENTS HISTORICAL RESULTS ARE AVAILABLE SHOWING THAT PIPE WRAP
<br /> 8. RUN(2)98CABLESINTOTUFFBOX JOINT TEST STATION. PRIOR TO FABRICATION. CONTAINS ASBESTOS.NO SAMPLE IS REQUIRED.
<br /> 9. EXPOSE CRIMSON PIPELINE AND TRENCH TO 8.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF b. NO"REPRESENTS HISTORICAL RESULTS ARE AVAILABLE AND THE PIPE WRAP DOES NOT
<br /> JOINT TEST STATION.CRIMSON PERSONNEL WILL MAKE UNDERGROUND UTILITIES,PROPERTY UNES.AND OTHER SUBSTRUCTURES 15 NOT GUARANTEEDCONTAIN ASBESTOS(CONTENT WAS NON DETER).NO SAMPLE R REQUIRED.
<br /> ALL FOREIGN LINE PIPE CONNECTIONS&RUN CABLES TO TO BE ACCURATE OR ALL-INCLUSIVE,UNLESS OTHERWISE NOTED.CONSTRUCTION PERSONNEL c'UNKNOWN'RE PRESENTS NO HISTORICAL RESULTS ARE AVAILABLE,ASAMPLE IS
<br /> TUFFBOX JOINT TEST STATION. APE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF REQUIRED IF THE PIPE INSTALLATION DATE IS PRIOR TO 1972.
<br /> 10.PG&E PE RSONNEL WILL NOT MAKE ANY CONNECTIONS TO UNDERGROUND UTILITIES AND OTHER SUBSTRUCTURES AS NECESSARY TO AVOID DAMAGE OR
<br /> CRMSON PIPELINES ENCROACHMENTS. 2.WHEN A PIPE WRAPSAMPLEISREQUIREDTOBEANALYZEDFORASBESTOS:
<br /> 11.DO NOT COMPLETE ANY BONDS INSIDE THE TUFFBOX JOINT C.PROSPERING IS REQUIRED AHEAD OF WORK.ALL OFFSETS OR ROPING WILL NEED TO BE a.COLLECT SAMPLE PER T04711P-01 AND COMPLETE CHAIN OF CUSTODY FORM
<br /> TEST STATION. AP PROVED BY THE PG&E PROJECT ENGINEER(RED),AND RECLINED DETAILS SHOWN ON PROFILE T134731P-0"R"
<br /> AND CONSTRUCTION DETAIL SHEETS OF EACH ADDITIONAL SUBSTRUCTURE. b.FILE PINK COPY OF THE CHAIN OF CUSTODY FORM AND FINAL LABORATORY RESULTS
<br /> O.ALL EXCAVATIONS WITHIN EXISTING STATIONS SHALL BE HAND DUG OR EXCAVATED USING SOFT WITH THE AS-GUILTS. REFERENCE DRAWINGS:
<br /> DIG METHODS(e.g.VACUUM EXCAVATIONS OR SIMILAR).
<br /> 3,WHEN REMOVING PIPE WRAP THAT CONTAINS ASBESTOS,OR FOR EMERGENCYWORX.
<br /> 3. ELBOWSAND FIELDBENDS: FOLLOWT04711P-0I'PIPE WRAPREMOVAL,HANDLING AND DISPOSAL", OPERATING MAPS .... N/A
<br /> A.ALL BENDS ARE SMOOTH FIELD SENCS,EXCEPT WHERE ELBOWS ARE SHOWN.FIELDBENDS OPERATING DIAGRAMS ---- N/A
<br /> WILL BE MADE IN ACCORDANCE WITH A-36,SECTION 40.FIELD BENDS MAY BE USED IN LIEU CATHODIC PROTECTION NOTES: PUT SHEETS ... N/A
<br /> D OF ELBOWS WHEN PREAPPROVED BY THE PG&E PROJECT ENGINEER)PED). D
<br /> B.IN ORDER TO AVOID EXCESSIVE STRAIN ON THE PIPELINE,THERE SHALL BE A MINIMUM 1. FOLLOW TO-510OP-01 TO DOCUMENT INTERNAL CORROSION AND EXTERNAL CORROSION
<br /> SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE AND ANY ELBOWS OR FIELD INSPECTION OF THE PIPELINE.
<br /> BENDS.
<br /> C.ALL ANGLES SHOWN IN THE PUN AND PROFILE ARE APPROXIMATE AND SHALL BE CUT TO SUIT 2. UPON COMPLETION OF BORINGS.CONTACT THE CORROSION SUPER VISOR FOR THE LOCAL
<br /> FIELD CONDITIONS. AREA/DIVISION TO PERFORM CURRENT DRAIN TESTS ON THE PIPELINE SEGMENT THAT
<br /> 4. SEPARATION FROM OTHER STRUCTURES: WAS INSTALLED IN THE BORE.THE CURRENT DRAIN TEST MUST BE PERFORMED PRIOR TO
<br /> A.CROSSING UNDERGROUND FACILITIES:PG&E PIPELINE MUST BE INSTALLED WITH AT LEAST WELDING PIPE ON EITHER SIDE OF THE BORE.
<br /> 24 INCHES OF CLEARANCE FROM ANY OTHER SUBSTRUCTURE/UTILITY NOT ASSOCIATED WITH 3. FOR THE INSTALLA71ON OF THE OMNIMETRIX RECTIFIER REMOTE MONITOR,CONTACT THE
<br /> THE PI EUNE UNUSS NOTED ON THE DAWINGS.
<br /> SEQUENCE OF OPERATIONS: BARA
<br /> .PLLELING UNDERGROUNDf CILITES:THIS PIPELINE MUST BE INSTALLED WITH AT LEAST CORROSION SUPERVISOR FOR THE LOCAL AREA/DIVISION.
<br /> S FEET OF CLEARANCE FROM ANY OTHER UNDERGROUND STRUCTURE/UTILITY NOT ASSOCIATED 4. BONDING CABLES TO BE INSTALLED ACROSS PIPELINE CUT-OUTS AT ALL LOCATIONS THE
<br /> WITH THE PIPEUNE UNLESS NOTED ON THE DRAWINGS. PIPELINE IS SEVERED PRIOR TO REMOVAL CHAIN CLAMPS,MAGNETIC CLAMPS,OR OTHER
<br /> 1. INSTALL 300'DEEP WELL ANODE BED. CONSTRUCTION MANAGEMENT APPROVED CLAMPS AND#6(MIN)STRANDED CABLE SHALL
<br /> 2. IN
<br /> STALL a40V-MA ORNAMENTAL ENCLOSURE ADJACENT TO S. RESTORATION AND CLEAN UP: BE UTILIZED.CLAMPS TO REMAIN IN PLACE UNTIL PIPELINE IS TIED IN.
<br /> POWER POLE,THE ORNAMENTAL ENCLOSURE WILL INCLUDE A.RESTORATION OF PUBLIC STREETS,SIDEWALKS,CURBS,ETC.ABOVE PIPE BEDDING SHALL BE IN
<br /> RECTIFIER,AIB,RMU,AND CAATHODE JUNCTION BOX. ACCORDANCE WITH THE LATEST CITY,COUNTY,OR AGENCYSTANDAROS. RETIREMENT PROCEDURE FOR EXISTING PIPE:
<br /> 3. INSTALL(2)GROUND RODS. B.WHERE EVER THERE ARE ROW CROPS,THE TOPSOIL SHALL BE REMOVED TO A DEPTH OF 12-AND
<br /> 4. INSTALL(2)NEW N6 CATHODE LEADS TO L-002,L-401, STORED ON SITE.UPON COMPLETION OF CONSTRUCTION,THE TOPSOIL SHALL BE RESTORED. GT&D UTILITY WORK PROCEDUflE TD 9500P-16,'DEARIVATION AND/OR RETIREMENT OF
<br /> BRING CABLES INTO CATHODE JUNCTION BOX. TAKE U1.
<br /> RE TO PREVENT MIXING OF TOPSOIL AND SUBSOIL UNDERGRDUNOGAS FACILITIES, O FOLLOWED.
<br /> 5. ANODE WIRES AND CATHODE LEADS FROM CATHODE
<br /> JUNCTION 80X TO BE LANCED IN AJB. & DESIGN NOTES: 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100%PURGED 1O
<br /> b INSTALL C'TSONL-002ANDL-401. A.THIS DRAWING HAS BEEN CREATED BY REVIEW OF THE AS-BUILT DRAWINGS&RECORDS. PER GAS DESIGN STANDARD A-38,'PROCEDURES FOR PURGING GAS FACILITIES.-
<br /> C 7. MAKE(2)4 8 PIPE CONNECTIONS TO L-002&401 ACCURACY IS DEPENDENT UPON THE SOURCE DOCUMENT LISTED ON THE REFERENCE
<br /> b. RUN(2)KB CABIESINTOTUFFBOX JOINT TEST STATION. DRAWINGS. 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN.
<br /> 9, EXPOSE CRIMSON PIPELINE AND TRENCH TO THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO HElO VERIFICATION TO
<br /> JOINT TEST STATION.CRIMSON PERSONNEL WILL MAKE 7. WELDING REQUIREMENTS: IDENTIFY THE MOST OPTIMUM LOCATION IN THAT VICINITY.ACCURATE SURVEY DATA MAY
<br /> ALL FOREIGN LINE PIPE CONNECTIONS&RUN CARIES TO A.ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL NOT BE AVAILABLE FOR THESE LOCATIONS SO USE CAUTION DURING EXCAVATION AND WHEN
<br /> FLIT BOX JOINT TEST STATION. MANUALTDA160M.ALL CANS OR SPOOLS SHALL BEA MINIMUM LENGTH OF ONE PIPE DIAMETER, IDENTIFYING THE PIPELINE TO BE RETIRED.OTHER ACTIVE PIPELINES MAY BE IN THE ARFA
<br /> 10.PG&E PERSONNEL Will NOT MAKE ANY CONNECTIONS TOWHENEVER POSSIBLE.
<br /> CRIMSON PIPELINES. BWELL.INSTALL TEST STATIONS WITH THERMITE WECONNECTION IN ACCORDANCE WITH GAS T&D C AT EACH SUCH LOCATION NOTED ABOVE,A PIECE OF PIPE AT LEAST 24'LONG SHALL BE
<br /> 11.DO NOT COMPLETE ANY BONDS INSIDE THE TUFFBOX JOINT CORROSION CONTROL MANUAL 0.10.&10.1 AND 0-10.2. REMOVED.INSTALLA I-HIGH PRESSURE SAVE-A-VALVE(H-17491,M0222871 TO CHECK FOR
<br /> TEST STATION. PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE.THE OPEN ENDS OF THE
<br /> B. WELDING: RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTUNED IN GT&D
<br /> WHEN INTERNAL MISALIGNMENT EXCEEDS 0.094',BACKWELD ANY GIRTH WELD WHERE THERE 15 UTILITY WORK PROCEDURE TD-9500P-I6.BACKFILL MUST BE THOROUGHLY COMPARED IN
<br /> ACCESS TO THE INSIDE OF THE WELD.WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, PUCE OF THE REMOVED SECTION OF PIPE.
<br /> MACHINE BORING OR GRINDING IS REQUIRED,RACKWELDING,GRINDING,OR BORING MUST BE
<br /> DONE IN ACCORDANCE WITH THE APPROPRIATE UTILITY PROCEDURE IN THE GAS WELDING CONTROL DESIGN CHANGE PROCEDURE
<br /> MANUALTDI160M.
<br /> MAINTENANCE AND CONSTRUCTION PERSONNEL MUST OBTAIN APPROVAL FROM THE PROJECT
<br /> 9. STRENGTH TEST REQUIREMENTS ENGINEER(RED)BEFORE MAKING ANY DESIGN CHANGE TO GAS FACILITIES PER TD-4014P-01.
<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.
<br /> B.ALL WELDS THAT HAVE NOT BEEN STRENGTH TESTED AND ALL FITTINGS SHALL BE SOAP TESTED AT
<br /> g 100 PSI AND AT OPERATING PRESSURE BEFORE COATING CAN OCCUR. B
<br /> 10.PAINTING AND COATING REQUIREMENTS:
<br /> A ALL EXPOSED PIPE AND FITTINGS ARE TO BE PAINTED IN ACCORDANCE WITH GAS STANDARD
<br /> E-30.ALL COATING ON BURIED PIPE AND FITTINGS ARE TO BE APPLIED IN ACCORDANCE WITH
<br /> GAS STANDARD E-35.
<br /> 8.FOR COATING SELECTIONS ON BURIED PIPE.SEE DIRECT BURIAL COATING SELECTIONS TABLE.
<br /> 11.INSPECTION OF EXISTING PIPELINE:
<br /> A WHENEVER EXISTING BURIED GAS FACILITIES ARE EXCAVATED DURING ENGINEERING OR DURING lY
<br /> CONSTRUCTION,FOLLOW TD-510OP-01 TO DOCUMENT PIPE INSPECTION.THIS APPLIES TO EXISTING
<br /> AND TO BE RETIRED FACILITIES,
<br /> GASTRANSMLSSK)N
<br /> B.EXISTING GIRTH WELDS,AT TIE-IN LOCATIONS,SMALL BE IDENTIFIED AND REMOVED IF PRACTICAL. FSTIMATINIS&DESIGN
<br /> C.PRIOR TO TIE-IN,INSPECT COATING AND PIPE FOR DEFECTS.IF DEFERS ARE FOUND,
<br /> CONTACT PED FOR GUIDANCE.
<br /> 12,TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH
<br /> THE FOLLOWING WORK PROCEDURES:
<br /> A.70430001,HOT AND COLD WORK METHODS FOR NATURAL GAS TRANSMISSION PIPELINE
<br /> SHUTDOWN AND TIE-IN.
<br /> A B.TD-04415,GAS CLEARANCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG. A
<br /> WARNING 1 - PIPELINE CONSTRUCTION NOTES RuufMTt RRFr7
<br /> CON[qTKG DOCUMENT CO 11 NS
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