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HomeMy WebLinkAbout6.9-271E Al FOLD C 2 01 3 4 5 o f 5 7 2 9 10 _ 1 VICINITY SKI:Tt:H CP AREA # 142Ny NCT TO SCALE WALL MAP 4930 V P LAT J 4 N EIpI BERN COUN■VS 17 BTU T -01G KERN COUNTY G0 ~" — JOB LOCATION 341 M L -142N MP 12955 TO l2s9l U0, REPLACE 2 029'OF 12,750" GAS MAIN 1 {f \ �o-Y ' 3ma sc BAKERSFIELD CALIFORNIA 9'9 s,. 30th STREET � rn =; naiii �yac e�.se tures#di 2 BitKER,SFIELD ItA 0 SOURCE: 6-17 GOOGLE JOB LOCATION - LATITUDE : 35°23'28.30"N LONGITUDE: 119°01'32.49"W ELEVATION: 410' LAYDOWN / STAGING AF SHEET 25 3 WARNING: THIS DOCUMENT CONTAINS I L i syF�� r.w - CONFIDENTIAL, PROPRIETARY SCHEDULE OF SHEETS INFORMATION THAT IS THE SOLE SHEET 1 --TITLE & INDEX PROPERTY OF PACIFIC GAS AND SHEET 2 -- CONSTRUCTION NOTES ELECTRIC COMPANY AND IS SHEET 3 -- LEGEND & STAMPS INTENDED FOR USE ONLY BY SHEET 4-7 -- POTHOLE SHEET AUTHORIZED PACIFIC GAS AND SHEET 8-11 -- PLAN & PROFILE ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. SHEET 12-17 -- DETAILS © PG&E CO. SHEET 18 -- BILL OF MATERIALS SHEET 19-22 -- DEACTIVATION SHEET �E SHEET 23-24 -- DETAILS SHEET 25 -- LAYDOWN / STAGING � N JOB LOCATION - LATITUDE : 35°23'28.30"N LONGITUDE: 119°01'32.49"W ELEVATION: 410' LAYDOWN / STAGING AF SHEET 25 3 WARNING: THIS DOCUMENT CONTAINS I L i syF�� r.w - CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PSRS 42,193 PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND KROW WharS below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. 0811 before you dig. © PG&E CO. DSGN SDS4 a El m m KEY MAP SCALE: NTS 4 S ..' s�q TF N lite- 99�& Im APPROVED PSRS 42,193 BY SUPV KSP4 _ F-� DSGN SDS4 F m �E DWN SDS4 rnr rn m , � N CHKD SME3 30th STREET �� � N Z )� ` f� OK KEY MAP SCALE: NTS 4 S ..' s�q TF N lite- 99�& Im m m 30th STREET s N 'A 4 _. _.....- SIN► '` -747.`- APPROVED PSRS 42,193 BY SUPV KSP4 _ DSGN SDS4 F �E DWN SDS4 CHKD SME3 )� ` f� OK ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F71 f f DESCRIPTION PM/SPEC DWN CHKD SUPV I APVD BY — DATE 5-30-18 TCALESAS REVISIONS SHOWN 6 18 Ig F, V l�'-;ice: � ��9 � `' �I � • � _, lid m m 30th STREET s N 'A 4 _. _.....- SIN► '` -747.`- I id.WAYS PUT SPS'FTN' F0 ST- 1 LOOK FOR AI%1) ACT "F �- RF- r "`� F UNSAFE :.ITUATIONS. 1 HELP A VD FNC OURACE: OTFIFRS TO ACI SAFE]- `- ©i Am FOLD C� �I GAS TRANSMISSION m EST IMATING & DESIGN Q�pFESS/p49 \ l y LL 8256� ' �, ,i ATF JF CA,`,FOQ� A W PIPELINE - TITLE & INDEX BILL OFMATL SHT-18 - - L DWG LIST 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN TRACKING NUMBEF.R-746 —0BAKERSFIELD, CALIFORNIA- SHEET N�-_I. 1 0'= 25 SHEETS GAS TRANSMISSION & DISTRIBUTION -- --7— z PACIFIC SANFRA FRANCISCO, CALIIFORNIIAS AND ELECTRIC /1PANY ��� 1 840040196) 0 I r7! 5 4 9 3 2 1 1-0 0 INCH 84004096-S001-TI.dgn 30 -MAY -2018 14:09PM �, ! d I I APPROVED PSRS 42,193 BY SUPV KSP4 _ DSGN SDS4 DWN SDS4 CHKD SME3 )� ` f� OK ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F71 DESCRIPTION PM/SPEC DWN CHKD SUPV I APVD BY — DATE 5-30-18 TCALESAS REVISIONS SHOWN 6 7 Ig I id.WAYS PUT SPS'FTN' F0 ST- 1 LOOK FOR AI%1) ACT "F �- RF- r "`� F UNSAFE :.ITUATIONS. 1 HELP A VD FNC OURACE: OTFIFRS TO ACI SAFE]- `- ©i Am FOLD C� �I GAS TRANSMISSION m EST IMATING & DESIGN Q�pFESS/p49 \ l y LL 8256� ' �, ,i ATF JF CA,`,FOQ� A W PIPELINE - TITLE & INDEX BILL OFMATL SHT-18 - - L DWG LIST 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN TRACKING NUMBEF.R-746 —0BAKERSFIELD, CALIFORNIA- SHEET N�-_I. 1 0'= 25 SHEETS GAS TRANSMISSION & DISTRIBUTION -- --7— z PACIFIC SANFRA FRANCISCO, CALIIFORNIIAS AND ELECTRIC /1PANY ��� 1 840040196) 0 I r7! 5 4 9 3 2 1 1-0 0 INCH 84004096-S001-TI.dgn 30 -MAY -2018 14:09PM �, ! d I I I 2 SUMMARY OF PROPOSED WORK: SEQUENCE OF OPERATIONS: D 1. CONSTRUCT NEW 12" L -142N. 2. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. 3. BLOW DOWN AND PURGE WITH AIR. 4. TIE-IN NEW 12" PIPE UPSTREAM AND DOWNSTREAM OF L -142N MLV-12.57 BRIDLE SET FROM MP 12.55 TO MP 12.91. 5. PURGE PIPE AND RESTORE SERVICE. 6. REMOVE OR RETIRE DEACTIVATED PIPE PER DEACTIVATION PLAN. CLEARANCE 1 (MP 12.06-12.57) 1. CONSTRUCT NEW 12" L -142N FOR MP 12.55-12.57. 2. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. FOLD 3. TIE-IN NEW 12" PIPE UPSTREAM OF L -142N MLV-12.57 BRIDLE SET. C 4. PURGE PIPE AND RESTORE PIPELINE TO NORMAL OPERATIONS. 0 w CLEARANCE 2 (MP 12.57-14.05 5. CONSTRUCT NEW 12" L -142N FOR MP 12.57-12.91. 6. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. 7. TIE-IN NEW 12" PIPE DOWNSTREAM OF L -142N MLV-12.57 BRIDLE SET. 8. PURGE PIPE AND RESTORE PIPELINE TO NORMAL OPERATIONS. 9. REMOVE OR RETIRE DEACTIVATED PIPE PER DEACTIVATION PLAN. 1 1 2 o� 3 4 5 01 6 7 218 9 10 CONSTRUCTION NOTES: GENERAL REQUIREMENTS: 13. COATING REMOVAL: CONTACT INFORMATION: 1. UNDERGROUND SERVICE ALERT: A. PERFORM THE FOLLOWING STEPS, IN ACCORDANCE WITH TD -4711P-01, BEFORE REMOVING PROJECT MANAGER ---- DEAN KOLNES 510-774-0260 CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF ASPHALTIC PIPE WRAP ON PIPELINES INSTALLED PRIOR TO 1972 (BASED ON PG&E ANALYSIS, PROJECT ENGINEER (PED) ---- ASHLEY GREEN 925-895-3937 CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL PIPE INSTALLED IN 1972 OR LATER DOES NOT HAVE PIPE WRAP THAT CONTAINS ASBESTOS): PIPELINE ENGINEER (PLE) ---- MIKE TEARE 559-263-5163 NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ESTIMATOR / DESIGNER ---- SCOTT STICKSEL 530-246-6496 1. REFER TO THE "EXISTING PIPE SPECS (PRE -1972)" STAMP TO DETERMINECONSTRUCTION MANAGER -- BILL GRANGER 530-3('6-54_i5 IF A SAMPLE HAS LAND PLANNER ---- AMY GALVAN 559-246-3418 E 2. UTILITY NOTES: BEEN COLLECTED OR IF A SAMPLE IS REQUIRED: A. DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION ENVIRONMENTAL ---- SCOTTIE GEE 661-437-8002 FROM SEVERAL SOURCES, AND SHALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL a. "YES" REPRESENTS HISTORICAL RESULTS ARE AVAILABLE SHOWING SEAN Y THAT PIPE WRAP BIOLOGIST ---- Y RHODEHAMEL 559-240-8476 PRIOR TO FABRICATION. CONTAINS ASBESTOS. NO SAMPLE IS REQUIRED. CORROSION ENGINEER ---- SEAN OST 925-324-6147 B. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF b. "NO" REPRESENTS HISTORICAL RESULTS ARE AVAILABLE AND THE PIPE WRAP DOES NOT CORROSION ENGINEER ---- RYAN WOOD 925-285-7838 UNDERGROUND UTILITIES, PROPERTY LINES, AND OTHER SUBSTRUCTURES IS NOT GUARANTEED CONTAIN ASBESTOS (CONTENT WAS NON DETECT). NO SAMPLE IS REQUIRED. TRANSMISSION PLANNER ---- CHER YANG 559-513-9299 TO BE ACCURATE OR ALL-INCLUSIVE, UNLESS OTHERWISE NOTED. CONSTRUCTION PERSONNEL c. "UNKNOWN" REPRESENTS NO HISTORICAL RESULTS ARE AVAILABLE. A SAMPLE IS LOCAL MAINTENANCE ---- JUSTIN GUZMAN 559-7C-7-0058 ARE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF REQUIRED IF THE PIPE INSTALLATION DATE IS PRIOR TO 1972. SUPERVISOR UNDERGROUND UTILITIES AND OTHER SUBSTRUCTURES AS NECESSARY TO AVOID DAMAGE OR LOCAL CORROSION ---- SAMUEL HENRY 661-342-0855 ENCROACHMENTS. 2. WHEN A PIPE WRAP SAMPLE IS REQUIRED TO BE ANALYZED FOR ASBESTOS: MECHANIC C. PROSPECTING IS REQUIRED AHEAD OF WORK. ALL OFFSETS OR ROPING WILL NEED TO BE a. COLLECT SAMPLE PER TD -4711P-01 AND COMPLETE CHAIN OF CUSTODY FORM ENV FIELD SPEC. ---- NATHAN CHRISTMAN 559-328-5119 APPROVED BY THE PG&E PROJECT ENGINEER (PED), AND REDLINED DETAILS SHOWN ON PROFILE TD -4711P -01-F01. AND CONSTRUCTION DETAIL SHEETS OF EACH ADDITIONAL SUBSTRUCTURE. b. FILE PINK COPY OF THE CHAIN OF CUSTODY FORM AND FINAL LABORATORY RESULTS D. ALL EXCAVATIONS WITHIN EXISTING STATIONS SHALL BE HAND DUG OR EXCAVATED USING SOFT WITH THE AS-BUILTS. DIG METHODS (e.g. VACUUM EXCAVATIONS OR SIMILAR). 3. WHEN REMOVING PIPE WRAP THAT CONTAINS ASBESTOS, OR FOR EMERGENCY WORK, REFERENCE DRAWINGS: 3. ELBOWS AND FIELD BENDS: FOLLOW TD -4711P-01 PIPE WRAP REMOVAL, HANDLING AND DISPOSAL". A. ALL BENDS ARE SMOOTH FIELD BENDS, EXCEPT WHERE ELBOWS ARE SHOWN. FIELD BENDS SHALL BE MADE IN ACCORDANCE WITH A-36, SECTION 4D. FIELD BENDS MAY BE USED IN LIEU OPERATING MAPS - - - - 383544 OF ELBOWS WHEN PREAPPROVED BY THE PG&E PROJECT ENGINEER (PED). CATHODIC PROTECTION NOTES: OPERATING DIAGRAMS - - - - 0809226 / 082422 B. IN ORDER TO AVOID EXCESSIVE STRAIN ON THE PIPELINE, THERE SHALL BE A MINIMUM PLAT SHEETS - - - - 4930 - J4 OF TH 01 SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE AND ANY ELBOWS OR FIELD 1. FOLLOW TD - TO DOCUMENT INTERNAL CORROSION AND EXTERNAL. CORROSION AS-BUILTS - - - - 30974401 BENDS. INSPECTION OF THE PIPELINE. 87126 D C. ALL ANGLES SHOWN IN THE PLAN AND PROFILE ARE APPROXIMATE AND SHALL BE CUT TO SUIT 2. UPON COMPLETION OF BORINGS, CONTACT THE CORROSION SUPERVISOR FOR THE LOCAL 41600057 FIELD CONDITIONS. AREA/DIVISION TO PERFORM CURRENT DRAIN TESTS ON THE PIPELINE SEGMENT THAT 4. SEPARATION FROM OTHER STRUCTURES: WAS INSTALLED IN THE BORE. THE CURRENT DRAIN TEST MUST BE PERFORMED PRIOR TO A. CROSSING UNDERGROUND FACILITIES: PG&E PIPELINE MUST BE INSTALLED WITH AT LEAST WELDING PIPE ON EITHER SIDE OF THE BORE. 24 INCHES OF CLEARANCE FROM ANY OTHER SUBSTRUCTURE/UTILITY NOT ASSOCIATED WITH 3. FOR THE INSTALLATION OF THE OMNIMETRIX RECTIFIER REMOTE MONITOR, CONTACT THE THE PIPELINE UNLESS NOTED ON THE DRAWINGS. CORROSION SUPERVISOR FOR THE LOCAL AREA/DIVISION. B. PARALLELING UNDERGROUND FACILITIES: THIS PIPELINE MUST BE INSTALLED W'TH AT LEAST 5 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 WITH THE PIPELINE UNLESS NOTED ON THE DRAWINGS. PIPES -INE IS SEVERED PRIOR TO REMOVAL. CHAIN CLAMPS, MAGNETIC CLAMPS, OR OTHER 5. RESTORATION AND CLEAN UP: CONSTRUCTION MANAGEMENT APPROVED CLAMPS AND #6 (MIN) STRANDEl-D CABLE SHALL A. RESTORATION OF PUBLIC STREETS, SIDEWALKS, CURBS, ETC. ABOVE PIPE BEDDING SHALL BE IN BE UTILIZED. CLAMPS TO REMAIN IN PLACE UNTIL PIPELINE IS TIED IN. ACCORDANCE WITH THE LATEST CITY, COUNTY, OR AGENCY STANDARDS. RETIREMENT PROCEDURE FOR EXISTING PIPE: B. WHERE EVER THERE ARE ROW CROPS, THE TOPSOIL SHALL BE REMOVED TO A DEPTH OF 12 AND STORED ON SITE. UPON COMPLETION OF CONSTRUCTION, THE TOPSOIL SHALL BE RESTORED. 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF TAKE CARE TO PREVENT MIXING OF TOPSOIL AND SUBSOIL. UNDERGROUND GAS FACILITIES," SHALL BE FOLLOWED. 6. DESIGN NOTES: 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED 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." ACCURACY IS DEPENDENT UPON THE SOURCE DOCUMENT LISTED ON THE REFERENCE FOLD DRAWINGS. 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. 7. WELDING REQUIREMENTS: THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO C A. ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL IDENTIFY THE MOST OPTIMUM LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY MANUAL TD -4160M. ALL CANS OR SPOOLS SHALL BE A MINIMUM LENGTH OF ONE PIPE DIAMETER, NOT BE AVAILABLE FOR THESE LOCATIONS SO USE CAUTION DURING EXCAVATION AND WHEN WHENEVER POSSIBLE. IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE PIPELINES MAY BE IN THE AREA. B. INSTALL TEST STATIONS WITH THERMITE WELD CONNECTION IN ACCORDANCE WITH GAS T & D 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE CORROSION CONTROL MANUAL 0-10, 0-10.1 AND 0-10.2. REMOVED. INSTALL A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR 8. WELDING: PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE WHEN INTERNAL MISALIGNMENT EXCEEDS 0.094", BACKWELD ANY GIRTH WELD WHERE THERE IS RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTLINED IN GT&D ACCESS TO THE INSIDE OF THE WELD. WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BE THOROUGHLY COMPACTED IN MACHINE BORING OR GRINDING IS REQUIRED. BACKWELDING, GRINDING, OR BORING MUST BE PLACE OF THE REMOVED SECTION OF PIPE. DONE IN ACCORDANCE WITH THE APPROPRIATE UTILITY PROCEDURE IN THE GAS WELDING CONTROL DESIGN CHANGE PROCEDURE MANUAL TD -4160M. MAINTENANCE AND CONSTRUCTION PERSONNEL MUST OBTAIN APPROVAL FROM THE PROJECT 9. STRENGTH TEST REQUIREMENTS ENGINEER (PED) BEFORE MAKING ANY DESIGN CHANGE TO GAS FACILITIES PER TD -4014P-01. A. STRENGTH TESTING SHALL MEET PRESSURE AND DURATION REQUIREMENTS OF GAS STANDARD A-34 AND SHALL BE CONDUCTED IN ACCORDANCE WITH UTILITY PROCEDURE TD -4137S. B. ALL WELDS THAT HAVE NOT BEEN STRENGTH TESTED AND ALL FITTINGS SHALL BE SOAP TESTED AT 100 PSI AND AT OPERATING PRESSURE BEFORE COATING CAN OCCUR. 10. COATING REQUIREMENTS: B A. ALL EXPOSED PIPE AND FITTINGS ARE TO BE COATED IN ACCORDANCE WITH GAS STANDARD E-30. ALL COATING ON BURIED PIPE AND FITTINGS ARE TO BE APPLIED IN ACCORDANCE WITH GAS STANDARD E-35. B. FOR COATING SELECTIONS ON BURIED PIPE, SEE DIRECT BURIAL COATING SELECTIONS TABLE. C. CONTACT THE PROJECT ENGINEER (PED) TO REQUEST VARIANCE FROM THE APPROVED COATING PRODUCTS. 11. INSPECTION OF EXISTING PIPELINE: A. WHENEVER EXISTING BURIED GAS FACILITIES ARE EXCAVATED DURING ENGINEERING OR DURING ° CONSTRUCTION, FOLLOW TD-510OP-01 TO DOCUMENT PIPE INSPECTION. THIS APPLIES TO EXISTING AND TO BE RETIRED FACILITIES. _ G ^,S TRANSMISS10N m B. EXISTING GIRTH WELDS, AT TIE-IN LOCATIONS, SHALL BE IDENTIFIED AND REMOVED IF PRACTICAL. ESTIMATING & DESIGN C. PRIOR TO TIE-IN, INSPECT COATING AND PIPE FOR DEFECTS. IF DEFECTS ARE FOUND, Q�pFESSipN CONTACT PROJECT ENGINEER (PED) FOR GUIDANCE. p �0 9l�^ 12. TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH THE FOLLOWING WORK PROCEDURES: 256E A. TD -4100-01, HOT AND COLD WORK METHODS FOR NATURAL GAS TRANSMISSION PIPELINE SHUTDOWN AND TIE-IN. s C/ v B. TD -4441S, GAS CLEARANCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG.rgTE CF CAOoR�`P /� .9 W I of WARNING: 1. INSTALL APPROX. 2,039 FEET OF 12.750" STEEL PIPE. 2. TRENCH AND BACKFILL. THIS DOCUMENT CONTAINS 3. HYDROTEST NEW MAIN LINE. E 4. INSTALL (1) CTS STATION. CONFIDENTIAL, PROPRIETARY 5. INSTALL (16) PIPELINE DISC MARKERS. 6. INSTALL (1) MAG ANODE BED, ANODE JUNCTION BOX AND CTS STATION, AT STA: H1 3+25 (, 7. RETIRE APPROX. 1,988 FEET OF 12.750" STEEL PIPE. 8. REMOVE (1) ETS STATION. SEQUENCE OF OPERATIONS: D 1. CONSTRUCT NEW 12" L -142N. 2. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. 3. BLOW DOWN AND PURGE WITH AIR. 4. TIE-IN NEW 12" PIPE UPSTREAM AND DOWNSTREAM OF L -142N MLV-12.57 BRIDLE SET FROM MP 12.55 TO MP 12.91. 5. PURGE PIPE AND RESTORE SERVICE. 6. REMOVE OR RETIRE DEACTIVATED PIPE PER DEACTIVATION PLAN. CLEARANCE 1 (MP 12.06-12.57) 1. CONSTRUCT NEW 12" L -142N FOR MP 12.55-12.57. 2. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. FOLD 3. TIE-IN NEW 12" PIPE UPSTREAM OF L -142N MLV-12.57 BRIDLE SET. C 4. PURGE PIPE AND RESTORE PIPELINE TO NORMAL OPERATIONS. 0 w CLEARANCE 2 (MP 12.57-14.05 5. CONSTRUCT NEW 12" L -142N FOR MP 12.57-12.91. 6. CONDUCT POST- INSTALLATION STRENGTH TEST OF 12" PIPE. 7. TIE-IN NEW 12" PIPE DOWNSTREAM OF L -142N MLV-12.57 BRIDLE SET. 8. PURGE PIPE AND RESTORE PIPELINE TO NORMAL OPERATIONS. 9. REMOVE OR RETIRE DEACTIVATED PIPE PER DEACTIVATION PLAN. 1 1 2 o� 3 4 5 01 6 7 218 9 10 CONSTRUCTION NOTES: GENERAL REQUIREMENTS: 13. COATING REMOVAL: CONTACT INFORMATION: 1. UNDERGROUND SERVICE ALERT: A. PERFORM THE FOLLOWING STEPS, IN ACCORDANCE WITH TD -4711P-01, BEFORE REMOVING PROJECT MANAGER ---- DEAN KOLNES 510-774-0260 CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF ASPHALTIC PIPE WRAP ON PIPELINES INSTALLED PRIOR TO 1972 (BASED ON PG&E ANALYSIS, PROJECT ENGINEER (PED) ---- ASHLEY GREEN 925-895-3937 CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL PIPE INSTALLED IN 1972 OR LATER DOES NOT HAVE PIPE WRAP THAT CONTAINS ASBESTOS): PIPELINE ENGINEER (PLE) ---- MIKE TEARE 559-263-5163 NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ESTIMATOR / DESIGNER ---- SCOTT STICKSEL 530-246-6496 1. REFER TO THE "EXISTING PIPE SPECS (PRE -1972)" STAMP TO DETERMINECONSTRUCTION MANAGER -- BILL GRANGER 530-3('6-54_i5 IF A SAMPLE HAS LAND PLANNER ---- AMY GALVAN 559-246-3418 E 2. UTILITY NOTES: BEEN COLLECTED OR IF A SAMPLE IS REQUIRED: A. DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION ENVIRONMENTAL ---- SCOTTIE GEE 661-437-8002 FROM SEVERAL SOURCES, AND SHALL BE VERIFIED IN THE FIELD BY CONSTRUCTION PERSONNEL a. "YES" REPRESENTS HISTORICAL RESULTS ARE AVAILABLE SHOWING SEAN Y THAT PIPE WRAP BIOLOGIST ---- Y RHODEHAMEL 559-240-8476 PRIOR TO FABRICATION. CONTAINS ASBESTOS. NO SAMPLE IS REQUIRED. CORROSION ENGINEER ---- SEAN OST 925-324-6147 B. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF b. "NO" REPRESENTS HISTORICAL RESULTS ARE AVAILABLE AND THE PIPE WRAP DOES NOT CORROSION ENGINEER ---- RYAN WOOD 925-285-7838 UNDERGROUND UTILITIES, PROPERTY LINES, AND OTHER SUBSTRUCTURES IS NOT GUARANTEED CONTAIN ASBESTOS (CONTENT WAS NON DETECT). NO SAMPLE IS REQUIRED. TRANSMISSION PLANNER ---- CHER YANG 559-513-9299 TO BE ACCURATE OR ALL-INCLUSIVE, UNLESS OTHERWISE NOTED. CONSTRUCTION PERSONNEL c. "UNKNOWN" REPRESENTS NO HISTORICAL RESULTS ARE AVAILABLE. A SAMPLE IS LOCAL MAINTENANCE ---- JUSTIN GUZMAN 559-7C-7-0058 ARE RESPONSIBLE FOR MAKING ALL DETERMINATIONS AS TO THE TYPE AND LOCATION OF REQUIRED IF THE PIPE INSTALLATION DATE IS PRIOR TO 1972. SUPERVISOR UNDERGROUND UTILITIES AND OTHER SUBSTRUCTURES AS NECESSARY TO AVOID DAMAGE OR LOCAL CORROSION ---- SAMUEL HENRY 661-342-0855 ENCROACHMENTS. 2. WHEN A PIPE WRAP SAMPLE IS REQUIRED TO BE ANALYZED FOR ASBESTOS: MECHANIC C. PROSPECTING IS REQUIRED AHEAD OF WORK. ALL OFFSETS OR ROPING WILL NEED TO BE a. COLLECT SAMPLE PER TD -4711P-01 AND COMPLETE CHAIN OF CUSTODY FORM ENV FIELD SPEC. ---- NATHAN CHRISTMAN 559-328-5119 APPROVED BY THE PG&E PROJECT ENGINEER (PED), AND REDLINED DETAILS SHOWN ON PROFILE TD -4711P -01-F01. AND CONSTRUCTION DETAIL SHEETS OF EACH ADDITIONAL SUBSTRUCTURE. b. FILE PINK COPY OF THE CHAIN OF CUSTODY FORM AND FINAL LABORATORY RESULTS D. ALL EXCAVATIONS WITHIN EXISTING STATIONS SHALL BE HAND DUG OR EXCAVATED USING SOFT WITH THE AS-BUILTS. DIG METHODS (e.g. VACUUM EXCAVATIONS OR SIMILAR). 3. WHEN REMOVING PIPE WRAP THAT CONTAINS ASBESTOS, OR FOR EMERGENCY WORK, REFERENCE DRAWINGS: 3. ELBOWS AND FIELD BENDS: FOLLOW TD -4711P-01 PIPE WRAP REMOVAL, HANDLING AND DISPOSAL". A. ALL BENDS ARE SMOOTH FIELD BENDS, EXCEPT WHERE ELBOWS ARE SHOWN. FIELD BENDS SHALL BE MADE IN ACCORDANCE WITH A-36, SECTION 4D. FIELD BENDS MAY BE USED IN LIEU OPERATING MAPS - - - - 383544 OF ELBOWS WHEN PREAPPROVED BY THE PG&E PROJECT ENGINEER (PED). CATHODIC PROTECTION NOTES: OPERATING DIAGRAMS - - - - 0809226 / 082422 B. IN ORDER TO AVOID EXCESSIVE STRAIN ON THE PIPELINE, THERE SHALL BE A MINIMUM PLAT SHEETS - - - - 4930 - J4 OF TH 01 SEPARATION OF 5 FEET BETWEEN A ROPED SECTION OF PIPELINE AND ANY ELBOWS OR FIELD 1. FOLLOW TD - TO DOCUMENT INTERNAL CORROSION AND EXTERNAL. CORROSION AS-BUILTS - - - - 30974401 BENDS. INSPECTION OF THE PIPELINE. 87126 D C. ALL ANGLES SHOWN IN THE PLAN AND PROFILE ARE APPROXIMATE AND SHALL BE CUT TO SUIT 2. UPON COMPLETION OF BORINGS, CONTACT THE CORROSION SUPERVISOR FOR THE LOCAL 41600057 FIELD CONDITIONS. AREA/DIVISION TO PERFORM CURRENT DRAIN TESTS ON THE PIPELINE SEGMENT THAT 4. SEPARATION FROM OTHER STRUCTURES: WAS INSTALLED IN THE BORE. THE CURRENT DRAIN TEST MUST BE PERFORMED PRIOR TO A. CROSSING UNDERGROUND FACILITIES: PG&E PIPELINE MUST BE INSTALLED WITH AT LEAST WELDING PIPE ON EITHER SIDE OF THE BORE. 24 INCHES OF CLEARANCE FROM ANY OTHER SUBSTRUCTURE/UTILITY NOT ASSOCIATED WITH 3. FOR THE INSTALLATION OF THE OMNIMETRIX RECTIFIER REMOTE MONITOR, CONTACT THE THE PIPELINE UNLESS NOTED ON THE DRAWINGS. CORROSION SUPERVISOR FOR THE LOCAL AREA/DIVISION. B. PARALLELING UNDERGROUND FACILITIES: THIS PIPELINE MUST BE INSTALLED W'TH AT LEAST 5 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 WITH THE PIPELINE UNLESS NOTED ON THE DRAWINGS. PIPES -INE IS SEVERED PRIOR TO REMOVAL. CHAIN CLAMPS, MAGNETIC CLAMPS, OR OTHER 5. RESTORATION AND CLEAN UP: CONSTRUCTION MANAGEMENT APPROVED CLAMPS AND #6 (MIN) STRANDEl-D CABLE SHALL A. RESTORATION OF PUBLIC STREETS, SIDEWALKS, CURBS, ETC. ABOVE PIPE BEDDING SHALL BE IN BE UTILIZED. CLAMPS TO REMAIN IN PLACE UNTIL PIPELINE IS TIED IN. ACCORDANCE WITH THE LATEST CITY, COUNTY, OR AGENCY STANDARDS. RETIREMENT PROCEDURE FOR EXISTING PIPE: B. WHERE EVER THERE ARE ROW CROPS, THE TOPSOIL SHALL BE REMOVED TO A DEPTH OF 12 AND STORED ON SITE. UPON COMPLETION OF CONSTRUCTION, THE TOPSOIL SHALL BE RESTORED. 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF TAKE CARE TO PREVENT MIXING OF TOPSOIL AND SUBSOIL. UNDERGROUND GAS FACILITIES," SHALL BE FOLLOWED. 6. DESIGN NOTES: 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED 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." ACCURACY IS DEPENDENT UPON THE SOURCE DOCUMENT LISTED ON THE REFERENCE FOLD DRAWINGS. 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. 7. WELDING REQUIREMENTS: THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO C A. ALL ARC WELDING IS TO BE PERFORMED IN ACCORDANCE WITH THE GAS WELDING CONTROL IDENTIFY THE MOST OPTIMUM LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY MANUAL TD -4160M. ALL CANS OR SPOOLS SHALL BE A MINIMUM LENGTH OF ONE PIPE DIAMETER, NOT BE AVAILABLE FOR THESE LOCATIONS SO USE CAUTION DURING EXCAVATION AND WHEN WHENEVER POSSIBLE. IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE PIPELINES MAY BE IN THE AREA. B. INSTALL TEST STATIONS WITH THERMITE WELD CONNECTION IN ACCORDANCE WITH GAS T & D 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE CORROSION CONTROL MANUAL 0-10, 0-10.1 AND 0-10.2. REMOVED. INSTALL A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR 8. WELDING: PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE WHEN INTERNAL MISALIGNMENT EXCEEDS 0.094", BACKWELD ANY GIRTH WELD WHERE THERE IS RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTLINED IN GT&D ACCESS TO THE INSIDE OF THE WELD. WHERE THERE IS NO ACCESS TO THE INSIDE OF THE WELD, UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BE THOROUGHLY COMPACTED IN MACHINE BORING OR GRINDING IS REQUIRED. BACKWELDING, GRINDING, OR BORING MUST BE PLACE OF THE REMOVED SECTION OF PIPE. DONE IN ACCORDANCE WITH THE APPROPRIATE UTILITY PROCEDURE IN THE GAS WELDING CONTROL DESIGN CHANGE PROCEDURE MANUAL TD -4160M. MAINTENANCE AND CONSTRUCTION PERSONNEL MUST OBTAIN APPROVAL FROM THE PROJECT 9. STRENGTH TEST REQUIREMENTS ENGINEER (PED) BEFORE MAKING ANY DESIGN CHANGE TO GAS FACILITIES PER TD -4014P-01. A. STRENGTH TESTING SHALL MEET PRESSURE AND DURATION REQUIREMENTS OF GAS STANDARD A-34 AND SHALL BE CONDUCTED IN ACCORDANCE WITH UTILITY PROCEDURE TD -4137S. B. ALL WELDS THAT HAVE NOT BEEN STRENGTH TESTED AND ALL FITTINGS SHALL BE SOAP TESTED AT 100 PSI AND AT OPERATING PRESSURE BEFORE COATING CAN OCCUR. 10. COATING REQUIREMENTS: B A. ALL EXPOSED PIPE AND FITTINGS ARE TO BE COATED IN ACCORDANCE WITH GAS STANDARD E-30. ALL COATING ON BURIED PIPE AND FITTINGS ARE TO BE APPLIED IN ACCORDANCE WITH GAS STANDARD E-35. B. FOR COATING SELECTIONS ON BURIED PIPE, SEE DIRECT BURIAL COATING SELECTIONS TABLE. C. CONTACT THE PROJECT ENGINEER (PED) TO REQUEST VARIANCE FROM THE APPROVED COATING PRODUCTS. 11. INSPECTION OF EXISTING PIPELINE: A. WHENEVER EXISTING BURIED GAS FACILITIES ARE EXCAVATED DURING ENGINEERING OR DURING ° CONSTRUCTION, FOLLOW TD-510OP-01 TO DOCUMENT PIPE INSPECTION. THIS APPLIES TO EXISTING AND TO BE RETIRED FACILITIES. _ G ^,S TRANSMISS10N m B. EXISTING GIRTH WELDS, AT TIE-IN LOCATIONS, SHALL BE IDENTIFIED AND REMOVED IF PRACTICAL. ESTIMATING & DESIGN C. PRIOR TO TIE-IN, INSPECT COATING AND PIPE FOR DEFECTS. IF DEFECTS ARE FOUND, Q�pFESSipN CONTACT PROJECT ENGINEER (PED) FOR GUIDANCE. p �0 9l�^ 12. TIE-IN AND CLEARANCE PROCEDURE TO BE PREPARED AND PERFORMED IN ACCORDANCE WITH THE FOLLOWING WORK PROCEDURES: 256E A. TD -4100-01, HOT AND COLD WORK METHODS FOR NATURAL GAS TRANSMISSION PIPELINE SHUTDOWN AND TIE-IN. s C/ v B. TD -4441S, GAS CLEARANCE PROCEDURES FOR FACILITIES OPERATING OVER 60 PSIG.rgTE CF CAOoR�`P /� .9 W I of WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE (, PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND KROW wharS below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. you dig. ©PG&E CO.C1111before C7!1 0 15-30-181 ISSUED FOR CONSTRUCTION NO. DATE DESCRIPTION REVISIONS on APPgOVED pSRS 42193 PIPELINE - CONSTRUCTION NOTES BILL OFMATL SHT-18 SUPV KSP4 L- 142N MP 12.55 TO 12.91 DWG LIST DSGN SDS4 REPLACE 2,029' OF 12.750" GAS 'MAIN TRACKING DWN SDS4 R-746 DWNCHKD SME3 BAKERSFIELD, CALIFORNIA NUMBER SHEET NO. 2 OF 2S SHEETS 84004096 SDS4 SME3 K1F7 j _::;! I1 k GAS TRANSMISSION & DISTRIBUTION - - - z PM/SPEC DWN CHKD SUPV APVDBY 530-18 PACIFIC GAS AND ELECTRIC COMPANY84004096 ES SHOWN SAN FRANCISCO, CALIFORNIA 0 7 E18 5 4 9 3 2 1 10 0 INCH "- 84004096-S002-CN.dgn 30-MAY-201814:09PM / 6,1 � E Al FOLD C 2 �I0 DIRECT BURIAL COATING SELECTIONS MAIN LINE COATING FBE (E-35.4) MINOR REPAIRS LIQUID EPDXY (E-35.3) OR FBE PATCH STICK (E-35.4) TIE-IN WELDS LIQUID EPDXY (E-35.1) GIRTH WELDS LIQUID EPDXY (E-35.1) BUTT WELDED FITTINGS LIQUID EPDXY (E-35.1) VALVE ASSEMBLIES LIQUID EPDXY (E-35.7), WAX TAPE (E-35.7) SHORT SEGMENTS OF PIPE LIQUID EPDXY (E-35.1) AIR -TO -SOIL TRANSITIONS ' LIQUID EPDXY/PSX 700 (E-35.8) PRESSURE CONTROL FITTINGS LIQUID EPDXY (E-35.7), WAX TAPE (E-35.7) TIE-INS/COATING TRANSITIONS] LIQUID EPDXY (E-35.3) BORED COATING SELECTIONS MAIN LINE COATING ARO APPLIED OVER FBE (E-35.4) MINOR REPAIRS LIQUID EPDXIES (E-35.2) TIE-IN WELDS LIQUID EPDXIES (E-35.2) NOTES: 1) REFERENCE CONSTRUCTION NOTE 10, COATING REQUIREMENTS. INTERNAL CORROSION (IC) DESIGN & CONSTRUCTION REVIEW IC THREAT YES NO (PER RMP -16) 120 1.5 85 3.5 X IC REVIEW COMPLETED BY LAN ID DATE (CORROSION ENGINEER OR DESIGNATE) 2.5 110 CORROSION ENGINEERING HAS REVIEWED 155 6256083.279 THIS DESIGN AND INCORPORATED ANY FOUND IRON PIPE 5006 NECESSARY IC DESIGN AND CONSTRUCTION 6256089.808 409.212 CONSIDERATIONS. DOCUMENTATION OF RSWJ 2-22-18 THE REVIEW AND ACTIONS TAKEN ARE IN 405.429 FOUND CONC. MON . THE JOB PACKAGE AND INCORPORATED IN 2329017.016 6257337.733 THIS DESIGN. FOUND CONC. MON, 5017 EDRS ROUTING NUMBER: 2018-02090 ROPING TABLE MINIMUM DISTANCE REQUIRED TO ROPE AN OFFSET OF 12.750" O.D.x 0.281" WT. API -5L, X-52, HFW PIPE.MIN. ROPING RADIUS=1,200 FT. �X Y Y X vY X 1.0 69 3.0 120 1.5 85 3.5 130 2.0 98 4.0 139 2.5 110 5.0 155 3 4 5 LLI LEGEND: INSTALLATION TESTED OR INSPECTED AND NOTED ON DRAWING. ALL CORROSION LEVELS SATISFACTORY PER PG&E GAS UTILITY STANDARD TD -4181S. QUALIFIED EMPLOYEE DATE CORROSION MECHANIC'S SIGNATURE IS REQUIRED WHEN A CPA BOUNDARY IS WITHIN THE SCOPE OF THE PROJECT. 1. FIELD SURVEY COMPLETED ON AUGUST 3, 2016 2. GAS LINE AND UNDERGROUND UTILITIES WERE LOCATED BY g BESS TESTLAB, INC. THE LOCATIONS SHOWN ARE APPROXIMATE AND MAY NOT SHOW ALL UNDERGROUND UTILITIES IN THE AREA AND THERE MAYBE ABANDONED AND OTHER UTILITIES NOT SHOWN. 3. THE UTILITIES SHOWN ARE FOR THE CONTRACTORS CONVENIENCE. THE SURVEYOR ASSUMES NO RESPONSIBILITIES FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES WITHIN THE LIMIT OF WORK. -4 � -1 1 A 1 i?AT'I_IM THE BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE 5. W THE BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE 5. SURVEY CONTROL TABLE POINT N0. NORTHING EASTING ELEV. DESCRIPTION 5000 2330408.703 6255761.109 409.758 FOUND NAL AND TAG 5001 2330241.339 6255946.839 409.441 FOUND NAL AND TAG 5004 2330064.506 6255607.805 407.668 FOUND R E BA R 5005 2329978.404 6256083.279 409.183 FOUND IRON PIPE 5006 2329985.439 6256089.808 409.212 FOUND IRON PIPE 5012 2328612.387 6257290.621 405.429 FOUND CONC. MON . 5014 2329017.016 6257337.733 406.618 FOUND CONC. MON, 5017 2329010.753 6257296.466 406.836 FOUND CONC. MON. GAS TRANSMISSION LINE (PROPOSED) GT GAS TRANSMISSION LINE (EXISTING) GD GAS DISTRIBUTION LINE (EXISTING) GS GAS SERVICE LINE (EXISTING) - - - GT - - - GAS TRANSMISSION LINE (RETIRED) - - - GD - - - GAS DISTRIBUTION LINE (RETIRED) - - - GS - - - GAS SERVICE LINE (RETIRED) OWNER TEMPORARY BARRIER (TYPE K) ------------ FOREIGN GAS LINE -- 11 JOINT TRENCH ET - ELECTRIC TRANSMISSION LINE ED - ELECTRIC DISTRIBUTION LINE ES ! ELECTRIC SERVICE LINE ETOH -- ELECTRIC TRANSMISSION OVERHEAD EDOH - ELECTRIC DISTRIBUTION OVERHEAD T - TELEPHONE LINE FO -- FIBER OPTIC LINE TV CABLE TV LINE SD STORM DRAN LINE - SS - SEWER LINE W__ WATER LINE IJNK UNKNOWN UTILITIES C__---_ ::1 CASING ---------- ---- PROPERTY BOUNDARY - - - _ PG&E EASEMENT - - TEMPORARY EASEMENT R/W Revision - - -- - FOREIGN RIGHT-OF-WAY ...................... CAL -TRANS RIGHT-OF-WAY LINE T CITY RIGHT-OF-WAY LINE 6 7 � 2.8 1 9 Acronym Definition Acronym Definition (E) Existing DEG Degree (P) Proposed DET Detail AB Aggregate Base DFM Distribution Feeder Main ABN Abandon DI Drainage Inlet AC Asphalt Concrete DIA Diameter API American Petroleum Institute DIST Distribution APN Assessor's Parcel Number DPV Damage Prevention Volume APPROX Approximate DR Distribution Regulator AVE Avenue DREG District Regulator ARC Abrasion Resistant Coating DSAW Double Submerged Arc -Welded ASME American Society of Mechanical Engineers DWA Deep Well Anode ASTM American Society for Testing Materials DWY Driveway BBCL Bell Bell Chill Ring E East BC Begin Curve EASE Easement BD Blowdown EC End Curve BEG Begin ELECT Electric BKF Backfill ELEV Elevation BLDG Building EM Electronic Marker BLVD Boulevard EMS Engineering Material Specification BM Bench Mark ENGR Engineer BMP Best Management Practice EP Edge of Pavement BOM Bill of Materials EQ Equation BR Bridge ERW Electric Resistance Welded BTU British Thermal Un is ESA Environmentally Sensitive Area BV Ball Valve ETS Electrolysis Test Station BW Back of Walk ETW Edge of Traveled Way CATS Computer Automated Test Station F Filter CCV Corrosion Control N✓olume F & C Frame and Cover CI Cast Iron FBE Fusion Bonded Epoxy CL Centerline FC Face of Curb CMP Corrugated Metal Pipe FDP Future Desigr Pressure CNG Compressed Natural Gas FG Finished Grade CO County FH Fire Hydrant CONC Concrete FIG Figure COND Conduit FL Flow Line CP Cathodic Protection FLG Flange CPT Catch Point FWY Freeway CROP Conditional Reduction of Pressure GS Natural Gas Service CTS Coupon Test Station GS&S Gas Standards and Specifications CU Copper GV Gate Valve CULV Culvert GW Natural Gas Well D Depth H Horizontal DE Dead End HDD Horizontal Directional Drill DCUST Distribution Customer HFW High Frequency Weld _WARNING: _ THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY GAS LINE MARKER (PADDLE DUAL) FENCE STORM DRAIN INLET WALLTYPE HPR UTILITY MANHOLE GAS LINE MARKER (POST) WALL WATER METER TEMPORARY GAS TRANSMISSION LINE BARRIER WATER VALVE GAS LINE MARKER (OTHER) TEMPORARY BARRIER (TYPE K) PVMT GAS TRANSMISSICN LINE GUARD RAIL L INSULATION JOINT TOE OF SLOPE INV GAS VALVE TOP OF SLOPE TELECOMM BOX � -EP EDGE OF PAVEMENT FLOW]FLOW ARROW FACE OF CURB HPR �BW MATERIAL OF RECORD ASSET 0 BILL OF MATERIALS ASSET BACK OF WALK STREET LIGHT BOX GAS HIGH PRESSURE REGULATOR DASHED PAVEMENT MARKINGS REG Regulator UNPAVED ROAD O GAS METER RAILROAD LN Lane DA 0 GAS DISTRICT REGULATOR Liquid Natural Gas w Revision ACCESS ROAD DEEPWELL ANODE PG&E GAS MANHOLE Railroad T Longitude LAYDOWN / STAGING / COMPUTER AUTOMATED GAS VAULT CONSTRUCTION IMPACT AREA TEST STATION Route CTS • GAS VENT EXCAVATION / BELL HOLE MAOP Maximum Allowable Operating Pressure ETS ELECTROLYSIS TEST STATION GAS VALVE SAFETY ZONE LIMITS C Submerged Arc -Welded Helical ENVIRONMENTALLY POLE -MOUNTED RECTIFIER PG&E ELECTRIC MANHOLE SENSITIVE AREAS MIN Acronym Definition Acronym Definition (E) Existing DEG Degree (P) Proposed DET Detail AB Aggregate Base DFM Distribution Feeder Main ABN Abandon DI Drainage Inlet AC Asphalt Concrete DIA Diameter API American Petroleum Institute DIST Distribution APN Assessor's Parcel Number DPV Damage Prevention Volume APPROX Approximate DR Distribution Regulator AVE Avenue DREG District Regulator ARC Abrasion Resistant Coating DSAW Double Submerged Arc -Welded ASME American Society of Mechanical Engineers DWA Deep Well Anode ASTM American Society for Testing Materials DWY Driveway BBCL Bell Bell Chill Ring E East BC Begin Curve EASE Easement BD Blowdown EC End Curve BEG Begin ELECT Electric BKF Backfill ELEV Elevation BLDG Building EM Electronic Marker BLVD Boulevard EMS Engineering Material Specification BM Bench Mark ENGR Engineer BMP Best Management Practice EP Edge of Pavement BOM Bill of Materials EQ Equation BR Bridge ERW Electric Resistance Welded BTU British Thermal Un is ESA Environmentally Sensitive Area BV Ball Valve ETS Electrolysis Test Station BW Back of Walk ETW Edge of Traveled Way CATS Computer Automated Test Station F Filter CCV Corrosion Control N✓olume F & C Frame and Cover CI Cast Iron FBE Fusion Bonded Epoxy CL Centerline FC Face of Curb CMP Corrugated Metal Pipe FDP Future Desigr Pressure CNG Compressed Natural Gas FG Finished Grade CO County FH Fire Hydrant CONC Concrete FIG Figure COND Conduit FL Flow Line CP Cathodic Protection FLG Flange CPT Catch Point FWY Freeway CROP Conditional Reduction of Pressure GS Natural Gas Service CTS Coupon Test Station GS&S Gas Standards and Specifications CU Copper GV Gate Valve CULV Culvert GW Natural Gas Well D Depth H Horizontal DE Dead End HDD Horizontal Directional Drill DCUST Distribution Customer HFW High Frequency Weld _WARNING: _ THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY GAS LINE MARKER (PADDLE DUAL) PROPOSED GAS TRANSMISSION .-INE STORM DRAIN INLET GAS LINE MARKER (PADDLE SINGLE) HPR UTILITY MANHOLE GAS LINE MARKER (POST) ® WATER METER TEMPORARY GAS TRANSMISSION LINE PV WATER VALVE GAS LINE MARKER (OTHER) RETIRED GAS TRANSMISSION LINE PVMT GAS TRANSMISSICN LINE ® CABLE TV BOX INSULATION JOINT ORIGINAL GROUN-� INV GAS VALVE ET TELECOMM BOX PRESSURE CONTROL FITTING PIPE END CUT FLOW]FLOW ARROW JP TELECOMM VAULT GAS BOX MATERIAL OF RECORD ASSET JT BILL OF MATERIALS ASSET ® STREET LIGHT BOX GAS HIGH PRESSURE REGULATOR Line Number REG Regulator LAT TREE GAS METER Relocate LN Lane DA ANODE GAS DISTRICT REGULATOR Liquid Natural Gas REV Revision LOC DEEPWELL ANODE PG&E GAS MANHOLE Railroad LONG Longitude CATS COMPUTER AUTOMATED GAS VAULT Left TEST STATION Route CTS COUPON TEST STATION GAS VENT Right of Way MAOP Maximum Allowable Operating Pressure ETS ELECTROLYSIS TEST STATION GAS VALVE Maximum SAWH Submerged Arc -Welded Helical ® POLE -MOUNTED RECTIFIER PG&E ELECTRIC MANHOLE Submerged Arc -Welded Longitudinal MIN Minimum SCADA POTHOLE ELECTRIC VAULT Miscellaneous SD Storm Drain MLV CITY/COUNTY MONUMENT UTILITY POLE (ELECTRIC) Subgrade MON Monument SHT MONUMENT, SEE DESCRIPTION UTILITY POLE (OTHER) Maximum Operating Pressure SMLS Seamless MP SURVEY CONTROL POINT JOINT POLE Specified Minimum Yield Strength MSP Maximum Stopping Pressure SPEC CENTERLINE EXISTING ELECTRIC TOWER 10 DETAIL LEGEND: -- - - ---- PROPOSED GAS TRANSMISSION .-INE _- EXISTING GASTRANSMISSICN LINE HPR TEMPORARY GAS TRANSMISSION LINE PSI (OWNED BY PG&E) HWY TEMPORARY GAS TRANSMISSION LINE PV (OWNED BY OTHERS) ID RETIRED GAS TRANSMISSION LINE PVMT GAS TRANSMISSICN LINE ILI (TO BE REMOVED) QTY ORIGINAL GROUN-� INV GAS VALVE R PIPE END CUT (SIDE) 17 PIPE END CUT FLOW]FLOW ARROW JP TIE-IN WELD ~--- MATERIAL OF RECORD ASSET JT BILL OF MATERIALS ASSET Acronym Definition Acronym Definition HPR High Pressure Regulator PSI Pounds per Square Inch HWY Highway PV Plug Valve ID Inside Diameter PVMT Pavement ILI In -Line Inspection QTY Quantity INV Invert R Radius IRR Irrigation RCP Reinforced Concrete Pipe JP Joint Pole RD Road JT Joint Trench RDWY Roadway L Line Number REG Regulator LAT Latitude REL Relocate LN Lane REPL Replace LNG Liquid Natural Gas REV Revision LOC Location RR Railroad LONG Longitude RT Right LT Left RTE Route M Monitor R/W Right of Way MAOP Maximum Allowable Operating Pressure S South MAX Maximum SAWH Submerged Arc -Welded Helical MH Manhole SAWL Submerged Arc -Welded Longitudinal MIN Minimum SCADA Supervisory Control and Data Acquisition MISC Miscellaneous SD Storm Drain MLV Main Line Valve SG Subgrade MON Monument SHT Sheet MOP Maximum Operating Pressure SMLS Seamless MP Mile Point SMYS Specified Minimum Yield Strength MSP Maximum Stopping Pressure SPEC Specification MTR Meter SS Sanitary Sewer MW Working Monitor SSAW Single Submerged Arc -Welded MWP Maximum Working Pressure ST Street N North STA Station NDE Non -Destructive Examination STD Standard NOP Normal Operating Pressure STL Steel NPC Non-Protected/Native Coupon STPR Strength Test Pressure Report NTS Not to Scale T Tied (Connected to System) OD Outside Pipe Diameter TCE Temporary Construction Easement OG Original Ground TCP Traffic Control Plan OH Overhead TD Technical Document P Pipeline TDW T. D. Williamson P/L Property Line TEL Telephone PC Point of Curvature TEMP Temporary PCF Pressure Control Fitting TG Top of Grade PKWY Parkway TT Top Tap PL Plastic TSP Transmission System Planning PLC Programmable Logic Controllers TYP Typical APPROVED PSRS 42193 Acronym Definition UG Underground USA Underground Service Alert UT Ultra -Sonic Test V Va Ive VIF Verify in Field VOL Volume W Water WT Wall Thickness WV Water Valve W/ With W/O Without WP Work Procedu -e BY PIPELINE - LEGEND & STAMPS SUPV KSP4 DSGN SDS4 L- 142N MP 12.55 TO 12.91 DWN SDS4 REPLACE 2,029' OF 12.750" GAS MAIN CHKD SME3 BAKERSFIELD, CALIFORNIA AUTHORIZED PACIFIC GAS AND [NO. 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 ,A- �4 OK GAS TRANSMISSION & DISTRIBUTION ELECTRIC COMPANY EMPLOYEES KIIOW WbeCS below. � . � M AND ITS AGENTS. Ca��beforeY011dlg. ♦ DATE DESCRIPTION PM1 WA/SPEC DWN CHKD SUPV APVDBY-�-(,°' DATE 5-30-18 PACIFIC GAS AND ELECTRIC COMPANY © PG&E Co. R E V I S 10 N S X11 0 SCALESAS SHOWN SAN FRANCISCO, CALIFORNIA 5 4 9 3 - - ----- 84004096 -5003 -LS dgn E 7 FOLD C GAS TRANSMISSION M ESTIMATING & DESIGN Q�pFES516�v X2560 w d d �b Jr Ci V 9TF �� OF CALIF n BILL OF MATL SHT-18 DWG LIST TRACKING R-746NUMBER __ _ o SHEET NO. 3 OF 25 SHEETS 8400409 6 0 7- 1 117 111117111 1 2 1 10 0 INCH 30 -MAY -2018 14:10PM w FOLD C IQ w 2 - 0 18 9 10 I 1 91 1 6 0 1 0 4 618 9 3 2 1 10 0 , INCH GOLDEN STATE AVE. 99B t. 84004096-S004-PH.dgn 30 -MAY -2018 14:09PM 0 00 Lu CAL -TRANS RIGHT -CIF -WAY CAL CAI + -TRANS RIGHT-OF-WAY GOLDEN STATE AVE. SOUTH FRONTAGE H E A— _DW_ —A L' t 91 0 PH -5 a 001 e e e e e C—) > F/C_ ....................... .......... E/ P TP -12 STEEL L-1 42N O (P) TP GT PH PH (P) TP-12"STEEL L -142N ;OT R I N 12" WATER IN 24"STL CASING S NG -2 -3 F_ + PH -4 T_ E 4 A0 GT ------------------- - - - GT — — — — — — — — — — — ! 7 — — — - - - - - - GT - - - - - - - GT - - - - - - - - - - (E) TP-12"STEEL L -142N G - - - - - - - - -- - - - - - G I — — — — — — — — — — — — — — — (E) TP-12"STEEL L -142N M PH -1 f) TP-12'STEEL L -142N 1+00 f2 + 0- Z Awl (p) T�_ (P) TM�' STEEL L -142N F/C T— GD F/C HP 4"PL.-10'— SIDEWALK SIDEWALK 00 < ' t'-zzo C) m < < m m cr) rn u"2 01 G) 0 1 0 > < > > 4' Juj 0 di CITY RIGHT-OF-WAY m > m > > 0 PX ic CITY RIGHT-OF-WAY 0 _j < U x -0 100 LJ 1 .1 , I 'ji F11 I I '000 lilt, (D I POTHOLE UTILITY UTILITY UTILITY DISTANCE "H" DEPTH OF COVER TO PAVING BASE MATERIAL GROUND WATER NOTES TYPE THICKNESS TYPE DEPTH (FT) IDENTIFYING NUMBER TYPE DIA (IN) OWNER N/S/E/W OF CL PIPELINE STATION LATITUDE LONGITUDE TOP UTILITY DEPTH (FT) (IN) (IN) PH -1 211 UNKOWN 35.39127 -119.025700 3611 A/C NO DATA TAKEN DURING STEEL PLATE INTEGRITY CHECK. STEEL PH -2 (E) GAS 12" PG&E 35.391180 -119.025780 60" A/C NO GAS TIE-IN LOCATION. DATA TAKEN DURING STEEL PLATE INTEGRITY CHECK. TRANS STEEL (E) GAS 1211 GAS TIE-IN LOCATION. POTHOLE SKIP PER REQUEST OF PG&E ONSITE REP. ** LAND DEPARTMENT OPENED VAULT LIDS: 4.7' VAULT TOP TO DIRT PH -3 TRANS STEEL PG&E 4.45' VAULT TOP TO GRAVEL / 2.7' VAULT TOP TO THE CENTER OF THE CENTER VALVE. GAS TIE-IN LOCATION. HIT SLURRY DIRECTLY UNDER ASPHALT. PROBED TO 37" W/AIR LANCE. CEASED EXCAVATION AT REQUEST OF PG&E STAND BY PH -4 (E) GAS 12" PG&E 35.390930 -119.025320 A/C 41' SLURRY NO CYRUS WADE. "LAND DEPARTMENT OPENED VAULT LIDS: 4.7' VAULT TOP TO DIRT/ 4.45' VAULT TOP TO GRAVEL/ 2.7' VAULT TOP TO THE CENTER Lu TRANS STEEL OF THE CENTER VALVE. -1 0HIT SLURRY DIRECTLY UNDER ASPHALT. PROBED 34" THROUGH SLURRY W/AIR LANCE. CEASED EXCAVATION AT REQUEST OF PG&E PH -5 SWR CITY OF BAKERSFIELD 35.390720 -119.024890 A/C 411 SLURRY NO STANDBY CYRUS WADE. "LAND DEPARTMENT OPENED LID: TTO BOTTOM/ 2.1' TO TOP OF VALVE. NOT SURE WHAT THIS IS! 0 0 ;� 6j> LLJ LLJ ___ _ 2i � Q�_ Z _ __ GAS TRANSMISSION = Lu (D ESTIMATING & DESIGN 0 < U < < ,%�jiES516 4 F— z Lu G. 0 U CL I /% c1v < 9Tf OF CAL, LEGEND OF UTILITY TYPES GT GAS TRANSMISSION SS SEWER CHEM CHEMICAL LINE WARNING: THIS DOCUMENT CONTAINS • APPROVED BY PSRS 42193 PIPELINE -POTHOLE SHEET L- 142N MP 12.55 TO 12.91 BILL OF MATL SHT- 18 SLIPV KSP4 DWG LIST DSGN SDS4 GD GAS DISTRIBUTION SD STORM DRAIN 0 OIL CONFIDENTIAL, PROPRIETARY REPLACE 2,029' OF 12.750" GAS MAIN GS GAS SERVICE W WATER ST STREET LIGHT INFORMATION THAT IS THE SOLE DWN SDS4 TRACKING NUMBER �_%46 PROPERTY OF PACIFIC GAS AND BAKERSFIELD, CALIFORNIA CHKD SIVIE3 ET ELECTRIC TRANSMISSION T TELEPHONE FUEL FUEL LINE ELECTRIC COMPANY AND IS ED ES ELECTRIC DISTRIBUTION TV COMMUNICATION/TV ELECTRIC SERVICE FO FIBER OPTIC LINE LINE UNK UNKNOWN UTILITY INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES Know whafs 1161 6wo 0 0 GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SHEET NO. 4 OF 25 SHEETS 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4,SME3 K1F7 OK NO. DATE DESCRIPTION PM/SPEC DWN CHKD SLIPV APVD BY DATE 5-30-18 84004096 0 SCALES AS SHOWN AND ITS AGENTS. 0 PG&E CO. C811 before you dig. • SAN FRANCISCO, CALIFORNIA REVISIONS I 1 91 1 6 0 1 0 4 618 9 3 2 1 10 0 , INCH 84004096-S004-PH.dgn 30 -MAY -2018 14:09PM 1 2 61 3 4 S °I 6 7 °I8 9 10 GOLDEN STATE AVE. 99B CAL -TRANS RIGHT-OF-WAY D + 90 PH -6 =,v n BO® `. _ CAL -TRANS RIGHT-OF-WAY T AGE O N E _ (P) TP-12"STEEL L -142N ' ' " ` • . i W ; � - ;FR v , � G • • i �. ._PH -7 o —� . SOU0 TE -TA E � CO 3 •P S � 0 U'7 Fac (E) TP-12"STEEL L -142N _ GT - - _ _ _ _ - - - - JTp_�2„STEE(iC�a'�::. 5 2 -� G01.OE �- SIDEWALK - - zn — - _ Gl - --- _ M / 1g2N' '• P�”'-8 -i- Oo o_ �L-142N Jin q (Pi TP -12 STEE - • ` _ ' •Z)L. s ,] BO 0 - `..: afrf■rffr!■rltc_ ..<!lrff lir l4rff iffrfirfll, • •n • • w • • _ •{T _ _ w 1 1v - F�` �I - CITY RIGHT-OF-WAY �_- �_ - GT GT _ GT - - + i 142N X> _ TP -12' W J O m ` GT F/� SjpEWALK o'�;' OQ W GT — — — — — — — — — —--- v� m °i Q di q�/r :Dm RIGHT-OF-WAY = J Ln CITY RIGHT-OF-WAY D ;t%,, D Il :till l POTHOLE UTILITY UTILITY UTILITY DISTANCE "H" DEPTH OF COVER TO PAVING BASE MATERIAL GROUND IDENTIFYING NUMBER TYPE DIA (IN) OWNER N/S/E/W PIPELINE LATITUDE LONGITUDE TOP UTILITY WATER NOTES THICKNESS OF CL STATION (IN) TYPE (IN) TYPE DEPTH (FT) DEPTH (FT) PH -6 TORN 24" CITY OF BAKERSFIELD 35.389880 -119.023970 89" NO BY REQUEST ON SITE REP CYRUS WADE AND ASSIGNED PG&E PM RECORDED INVERT AT MANHOLE OF DESIRED UTILITY. PH -7 ELEC CAL -TRANS ASSUMED 30" PROVIDE: SIZE NUMBER AND ARRANGEMENT OF DUCTS FIELD DECIDED TO NOT DO THIS LOCATION DUCT(S). a PH -8 UNKOWN MED ASSUO11 PROVIDE: SIZE, NUMBER AND ARRANGEMENT OF DUCT(S). FIELD DECIDED TO NOT DO THIS LOCATION 0 W J Q- - -- — ----- FOLD — F- FOLD a C B- ---- — — — - B Ln z - - il Lu � uJ uj (D GAS TRANSMISSION m p ESTIMATING & DESIGN U o S pFESS/p z � --- �Q�o P� G,; p 91 O U - -- -- - w 25�0��=, w < STg -- A P JF O F C A l',F O'i, A E ti W LEGEND OF UTILITY TYPES GT GAS TRANSMISSION SS SEWER CHEM CHEMICAL LINE WARNING: TH IS DOCU M ENT CONTAI NS A , APPROVED BY PSRS 42193 PIPELINE - POTHOLE SHEET BILL OF MATL SHT-18 SUPV KSP4 DWG LIST GD GAS DISTRIBUTION SD STORM DRAIN 0 OIL CONFIDENTIAL, PROPRIETARYDSGN L- 142N MP 12.55 TO 12.91 SDS4 DwN SDS4 TRACKING R-746--- GS GAS SERVICE W WATER ST STREETLIGHT INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND REPLACE 2,029' OF 12.750" GAS MAIN ET ELECTRIC TRANSMISSION T TELEPHONE FUEL FUEL LINE ELECTRIC COMPANY AND IS BAKERSFIELD, CALIFORNIA NUMBER ED ELECTRIC DISTRIBUTION TV COMMUNICATION/TV LINE UNK UNKNOWN UTILITY INTENDED FOR USE ONLY BY CHKD SME3 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7�{'� DK SHEET NO. 5 of 25 SHEETS E$ ELECTRIC SERVICE FO FIBER OPTIC LINE AUTHORIZED PACIFIC GAS AND 1(fl®MI WhBtfS �e�8w. GAS TRANSMISSION & DISTRIBUTION , NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY DATE 5-30-18 84004096 OF ELECTRIC COMPANY EMPLOYEES ANDITSAGENTS. Call before you dig. � ` ` 4 PACIFIC GAS AND ELECTRIC COMPANY Z SCALES CA ES OPG&ECO. REVISIONS iii t/ SHOWN SAN FRANCISCO, CALIFORNIA 1 2 o I 3 4 5 of 6 7 g 5 4 9 3 2 1 1-0 0 INCH I of 84004096-S005-PH.dan 30-MAY-90181d•09PM r �. n� 10 Ic FOLD C 12 0 10 1 2 { _' PER LAND DEPARTMENT:STORM GOLDEN STATE AVE. 996 MANHOLE SHOWN ORN CITY STORM DRAIN MAP DATED SEP. 10 1958. NOT FOUND IN kELb. I} CAL -TRANS RIGHT-OF-WAY 1 r� .. •'�"""'w" 00— PH -9 + o PH -10 41 PH -11 CITY RIG HT-OF-WAYa " _ n + o = _# PH -1l + O o . T AGE - - _ — — (P) TP-12"STEEL L-1424 CAL -TRANS RIGHT-OF-WAY SOUIVA(31- __---4-- r. TE) CEAv ,,- + GOEDENST _ __uNK-®----_uNK 'S'•, O ___-----=;Ivy 0 IS GT QgEL L -142N .: ---- FF o — FIC2 le Z FC ` –CITY RIGHT-OF-WAY `C x� O _ w z m _ _ --12 „STEEL L -142N GT (E) TP 00 h T POTHOLE IDENTIFYING UTILITY UTILITY UTILITY DISTANCE N/S/E/W "H" PIPELINE LATITUDE LONGITUDE DEPTH OF COVER TO PAVING BASE MATERIAL GROUND WATER NOTES TYPE THICKNESS TYPE DEPTH (FT) NUMBER TYPE DIA (IN) OWNER OF CL STATION TOP UTILITY DEPTH (FT) (IN) (IN) PH -9 GAS TRANS 12-1 STEEL PG&E 35.388210 -119.021420 78" ASPHALT 5" NO COAL TAR COATING ON PIPELINE PH -10 GAS TRANS 12" STEEL PG&E 35.388150 -119.021340 72" ASPHALT 5" NO COAL TAR COATING ON PIPELINE a PH -11 ELEC 2" CAL -TRANS 35.388070 -119.021270 53" ASPHALT 4" NO SINGLE CONDUIT W PH -12 COMM 12" AT&T 35.388050 -119.021210 67" ASPHALT 5" NO 12" BOX DUCT BANK J O - - - O a z — — - - 7 II 1 w w w i. Q _ _ ILL+ Z = w CD = GAS TRANSMISSION p ESTIMATING & DESIGN U Q _ Ho,pFESS14, z cz �LG � � UO LD J �P i --- W 560 ' =. w _ C/ Q - -- - sl V \ P f" OF CAUc0$� LEGEND OF UTILITY TYPES WARNING: APPROVED By PSRS 42193 PIPELINE -POTHOLE SHEET BILLOFMATL SHT-18 GT GD GS GAS TRANSMISSION GAS DISTRIBUTION GAS SERVICE SS SD W SEWER STORM DRAIN WATER CHEM CHEMICAL LINE O OIL ST STREET LIGHT THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE (� L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN SUPV KSP4 DWG LIST - DSGN SDS4 TRACKING ET ELECTRIC TRANSMISSION T TELEPHONE FUEL FUEL LINE PROPERTY OF PACIFIC GAS AND DWN SDS4 NUMBER R-746-- ELECTRIC COMPANY AND IS BAKERSFIELD, CALIFORNIA CHKD SME3 ED ELECTRIC DISTRIBUTION TV COMMUNICATION/TV LINE UNK UNKNOWN UTILITY INTENDED FOR USE ONLY BY 0 5-30-18 NO. DATE ISSUED FOR CONSTRUCTION DESCRIPTION 84004096 SDS4 SME3 K1F7 -.1 /.r PM/SPEC DWN CHKD SUPV APVDBY OK SHEET NO. 6 OF 25 SHEETS _ ES ELECTRIC SERVICE FO FIBER OPTIC LINE AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. Knew what's �I1�BW Ca"dirfOreyO11d19. i � a GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY � �-I- q� DATE 5-30-18 . • SAN FRANCISCO, CALIFORNIA 84004096 0 SCA ES PG&E CO. REVISIONS SHOWN 91 2 5 0 6 7 9 �g 5 4 9 3 2 1 10 0 INCH LL 2 84004096-S006-PH.dgn 30 -MAY -2018 14:09PM 1 2 0 3 4 5 81 6 7 618 9 10 s � z 1 y � f A J PER LAND DEPARTMENT: STORM DRAIN MANHOLE ' ;�: SHOWN ON CITY STORM DRAIN MAP DATED SEP. 10 1958. NOT FOUND IN FIELb. PER LAND DEPARTMENT: STORM DRAIN MANHOLE SHOWN ON CITY STORM DRAIN , } Q Q CITY RIGHT-OF-WAY MAP DATED SEP. 10 1958. r►°T> O NOT FOUND IN FIELb. E w o PH -13 - w Q 4:r ;� E D F/C HP. W3"DW-22' Cp F/C HP. W-22' g �3 f F e 7k I f " ! 't GD GDCP T _ z _ n PH- 6 Q tt H STREET PH -15 � m h 0Q GT GT _ EE 2 -T -E -L GT TRENCH FOR CTS Lr r1-1�-(E) TP 12"STEE`42N O + Ln 0 (D STATION @ 28' o I Q O F/ F/C SIDEWALK z J 0 LiQ d) W3"DW-3' GD CTS > CO (7)�- ` ' 77 X p Q > ,• CITY RIGHT-OF-WAY i N o 0) LW D I— w t c 4. ', M POTHOLE UTILITY UTILITY UTILITY DISTANCE "H„ DEPTH OF COVER TO PAVING BASE MATERIAL GROUND ` IDENTIFYING -TYPE DIA (IN) OWNER N/S/E/W PIPELINE LATITUDE LONGITUDE TOP UTILITY WATER NOTES THICKNESS NUMBER OF CL STATION (IN) TYPE (IN) TYPE DEPTH (FT) DEPTH (FT) PH -13 COM 12" AT&T 35.387740 -119.021190 68" ASPHALT 511 NO 12" BOX DUCT BANK PH -14 3" STEEL UNKOWN 35.387530 -119.021140 37" ASPHALT 5" NO UNKOWN UTILITY PH -15 (E) GAS TRANS 12" STEEL PG&E 35.387370 -119.021240 36" ASPHALT 5" NO COAL TAR COATING ON PIPELINE a w PH -16 GAS DIST 311 STEEL PG&E 35.387730 -119.021240 57" ASPHALT 4" NO COAL TAR COATING ON PIPELINE O - - FOLD FOLD a C L, z o w Lu WIL LA Q� Z w GAS TRANSMISSION m °C Qo ESTIMATING & DESIGN < o 06 Q�OFESS/0/p G Oz U C7 -- 0 ` --- w $2560 w Pl- / n 6 — -- - * C / N co Q -- --- - sl v p co A A�rE OF CAO1`OP' W LEGEND OF UTILITY TYPES WARNING: APPROVED PSRS 42193 - PIPELINE POTHOLE SHEET BILL OF MATL SHT-18 BY SUPV KSP4 GT GD GAS TRANSMISSION SS GAS DISTRIBUTION SD SEWER STORM DRAIN CHEM O CHEMICAL LINE OIL THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY I L- 142N MP 12.55 TO 12.91 DWG LIST _ --___ DSGN SDS4 INFORMATION THAT IS THE SOLE ST STREET LIGHT REPLACE 2,029' OF 12.750" GAS MAIN DWN SDS4 GS GAS SERVICE W WATER PROPERTY OF PACIFIC GAS AND TRACKING NUMBER R-746 0 ET ELECTRIC TRANSMISSION T TELEPHONE FUEL FUEL LINE ELECTRIC COMPANY AND IS BAKERSFIELD, CALIFORNIA — CHKD SME3 ED ELECTRIC DISTRIBUTION TV COMMUNICATION/TV LINE UNK UNKNOWN UTILITY INTENDED FOR USE ONLY BY - 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 -� OK ES ELECTRIC SERVICE FO FIBER OPTIC LINE AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES �sww�aCs below. Cja"befOreyOudly. , . i GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SHEET NO. 7 OF 25 SHEETS v Z . NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY __ DATE s -3o -1s AND ITS AGENTS. . L(R?" SCA SAN FRANCISCO, CALIFORNIA 84004096 0 © PG&E CO.. R E V I S 10 N S AS SHOWN 1 2 0 l 3 4 5 0 6 7 I g 5 4 9 3 2 1 1-0 0 INCH LL 2 84004096-S007-PH.dgn / 30 MAY -2018 14 09PM .. �� 21 6 7 2 8 9 RIGHT OF WAY TRACT OWNERSHIP/AGENCY CITY OF BAKERSFIELD OWNERSHIP/AGENCY PROPERTY SKETCH NO. PERMIT DWG. NO. DURING CONSTRUCTION PROTECT EXISTING ETS STATION IN PLACE. EL RT 90 DEG HI STA 1+18.29 DET 2 DET g GOLDEN STATE AVE. 996 DET 8 P 1 STA 0+21.54 0 s HT -1 � HT -1 HT -1 E DET 8 FOLD C 0 O m �i c -I w J u cn J Q Z O cr- W O J_ LL GC a W N EL RT 90 DEG H STA 1+00.10 w HT -1 P STA 0+04.01 CAL -TRANS RIGHT-OF-WAY N CAL -TRANS RIGHT-OF-WAY \EL RT 45 DEG H STA 2+18.47 CL - + + + � ` GOLDEN STATE AVE. SOUTH FRONTAGE HEADWALL _ \P STA 1+22.38 \ -- - O wGee. 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I CITY RIGHT-OF-WAY CITY RIGHT-OF-WAY (E) 12" L -142N i > I (E) 12" L -142N HT -2 H STA 0+96.09 N H1 STA 0+96.75 L, 31 #� ` k P STA 0+00.00 6 P 1 STA 0+00.00 DET 1 L TIE IN #2 INTO HT -1 (E) 12" L -142N H STA 2+30.00 . P 5TA 1+34.19 EL LT 45 DEG H STA 2+22.67 + y�?: ' ✓�` 5'x 5' SNIFF 1 P STA 1+26.86 HOLE 1 jj DURING CONSTRUCTION PROTECT z z EXISTING CTS STATION. TRANSFER z o WIRES TO NEW PIPELINE. �1 o<, ; N' �w 0<cc: t owltoLL 430 420 410 0 in FROMOWNING AVE TATION E) L -142N 4001 I 12" STEEL I 390 Lu J u N J Q 380 _u I - cc Lu MINIMUM COVER: 48" 370 Q 0 390 .ff NON ❑' #1 w HIT 4LURRY DIREC LY UNDER w O ❑ N N In Z o ,6 o Ql Lr) a APPROVED 'TZ� � [%1 = c -I +Q + M J (n N M N F- J I- Qua 1 (A N NF -❑N N❑N Z c/) Z r-1 2ZQa Z r-1 2wa i - CHKD SME3 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 }'_ ASP ALT PROBED 7" THROUG DESCRIPTION PM/SPEC DWN�CHKD SUPV APVDBY DATE 5-30-18 fX (r `f Z O41 6 7o 0 I$ p O r -I ❑❑ Lu w t\ J O 00 n J "o O M O ^ co:) , N Ln Q O p p SLU RY W/AIR LA CE. o0 i -I c+p �_ F-1 (/ Q) O mo❑ r14JO C14 - M p + N + W Z 430 + 0O w + 0 + +N} ~7m� VO� *eI Orap Q I W QZQ - awQ F- ❑ f- Qw�Q QwNQ QzQ H ❑ w l-- ❑ ur II- f- - F -Z H NLS a (n w (n (n O N II� rl w p o. =Ha =rna =�Oa =dcna =tea =I=a =rna BOM# #1 #2 #1 #3 ' #1 #3 #1 #1 I #21 #1 A I OPEN CUT � M z I I Lu �w BOM # CLASS DESIGN FDP MAOP MIN TEST PRESSURE MAX TEST PRESSURE PSIG @ TEST MEDIUM PIPE SPEC OD WT FACTOR PSIG % SMYS PSIG % SMYS PSIG % SMYS PSIG % SMYS Q LOCATION 90% SMYS za HIT SLURRY DIRECTLY ASPHALT PROBED UNDIR 34" THRpUGH u; 1 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER X-52 HFW 12.750" 0.281" 2,3,4 3 0.50 1 720 31.41 =� 1080 SLURRY W/A R LANCE. 2063 WATER Y-52 MSS -SP -75 12.750" 0.281" V 420 jtD 0 J I cn Z �g C7 c� CD cV f\ 4- � + (/f I I EXISTING G ADE EXISTING GRADE I ' 4NOOW DATE 410Ln 1 2 oI 3 4 S of o o 24" CLE ANCE = I I () ------- ------ ------ L-14 N 12"STEEL 104 (P L -142N 12"S ' -EEL EEL 4NE (E) (P) L -142N 1 'STEEL I : 12 STEEL 400 12" STEEL(P) I I I I I I I 0 390 .ff NON 3+100 1 1 1 1 4+100 1 1 1 5 ❑' #1 w mf OPEN CUT 00 (D w O ❑ N N In Z 00 ,6 o Ql Lr) a APPROVED 'TZ� � [%1 = c -I +Q + M J (n N M N F- J I- Qua 1 (A N NF -❑N N❑N Z c/) Z r-1 2ZQa Z r-1 2wa i - CHKD SME3 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 }'_ OK ( �-L G- DESCRIPTION PM/SPEC DWN�CHKD SUPV APVDBY DATE 5-30-18 fX (r SCA ES SHOWN Z O41 6 7o 0 I$ p O r -I ❑❑ Lu w t\ J O 00 n J "o O M O ^ co:) , N Ln Q O p p cV rn lD w O rl lD o0 i -I c+p F-1 (/ Q) O mo❑ r14JO C14 - M p + N + W Z +O cp + 0u + 0O w + 0 + +N} ~7m� VO� *eI Orap Q O Q�' Q W QZQ - awQ F- ❑ f- Qw�Q QwNQ QzQ H ❑ w l-- ❑ ur II- f- - F -Z H NLS a (n w (n (n O N V) L() > N V)Lr) Q (n N w Ln rl w p o. =Ha =rna =�Oa =dcna =tea =I=a =rna BOM# #1 #2 #1 #3 ' #1 #3 #1 #1 I #21 #1 A I OPEN CUT � BOM # CLASS DESIGN FDP MAOP MIN TEST PRESSURE MAX TEST PRESSURE PSIG @ TEST MEDIUM PIPE SPEC OD WT FACTOR PSIG % SMYS PSIG % SMYS PSIG % SMYS PSIG % SMYS Q LOCATION 90% SMYS (I N IN u; 1 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER X-52 HFW 12.750" 0.281" 2,3,4 3 0.50 1 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER Y-52 MSS -SP -75 12.750" 0.281" V Z C7 (/f 4NOOW DATE 1 2 oI 3 4 S of 3+100 1 1 1 1 4+100 1 1 1 5 430 420 K ^D 410 r Z Ln + 400 =I] ❑' #1 w mf OPEN CUT 00 (D w O ❑ N N In Z 00 ,6 o Ql Lr) a APPROVED 'TZ� � [%1 = c -I +Q + M J (n N M N F- J I- Qua O aCQ (A N NF -❑N N❑N r -I w .-I =0012 I c/) Z r-1 2ZQa Z r-1 2wa i 430 420 K ^D 410 r Z Ln + 400 =I] 10 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. © PG&E CO. 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Lo FOLD C I A.I,W'AYS PUT SAI ETY" FA :;T. t LOOK FOR ANI) ACT ) RE�OL V E UNSAFE E I TUAT 17 NS, 1 HELP .AND ENCC URAL `_' ',TIiERS TO ACr SAFEL' - Know what's beloW. Call before you dig. 40 +L GAS TRANSMISSION M ESTIMATING & DESIGN Q�pFESSipG. �y 9 H0 lr Wx82560 /, 7 L� C a sT c I V �rE A OF CAOI O� N w BILL OF MATL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 8 OF 25 SHEETS v 84004096 OF z 2 1 10 C INCH 30-MAY-201814:10PM �� E FOLD C 2 •7 1 - 2 21 3 4 5 01 6 7 01 g 9 RIGHT OF WAY TRACT NUMBER OWNERSHIP/AGENCY CITY OF BAKERSFIELD PROPERTY SKETCH NO. PERMIT DWG. NO. a W > J U N Ln C] m _I I a U N z 0 W O J_ LL 0 w a W 0 I I w J a U Ln J Q U_ F- CC LU MINIMUM COVER: 48" CAL -TRANS RIGHT-OF-WAY GOLDEN STATE AVE. 99B -+ � I�# 9 0 o H 1 STA 10+43.89 GE EL LT 9 DEG "CAL -TRANS RIGHT-OF-WAY o D ET 8 ®NTA n • • 17: P1 STA 9+51.96 FR = t(P) TP-12"STEEL L -142N � _ GT . • "" • • _ .. HT -1 DET 8 SQVTH ��c n ..a •�••�•'_•• f r `• • ••.. o .¢$ HT -1 STATE AVE' _ z Gr pEN r m•�, GO` +GT �.. 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Ln 0 LL) Ln 0 (~ Ln 0 N W a rlin =d 2�a 2�a .-i = tea I Jo z 2 .�I a px � B01NI# #1 F- #3 #1 #3 #1 L JO Yw A OPEN CUT _ I �w L= �w o� BOM # CLASS DESIGN FDP MAOP MIN TEST PRESSURE MAX TEST PRESSURE PSIG @ TEST MEDIUM PIPE SPEC OD WT Q LOCATION FACTOR (PSIG) % SMYS PSIG % SMYS PSIG % SMYS PSIG % SMYS p IN IN cQ 1 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 c I I CoQ X-52 HFW 12.750" 0.281" ~ 2,3,4 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER Y-52 MSS -SP -75 24" CLEA ANCE oc ( 24" CLEARA CE �� - 4" CLEARANCE U z II 9 ( ISTING GRADE I 10100 I I I 1 11 rn 00 w m 0� 0O + J cy) L~ W N 0 c--1 =rna #1 #31 #1 t7 APPROVED PSRS 42193 ESTIMATING & DESIGN BY `� Q�pF E SS/01,,,9 SUPV KSP4 �F G. y41 z DSGN SDS4 DWN SDS4 Z CHKD SME3 n z OK z m A ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY m w DATE 5-30-18 DWG LIST 101 p COm Ln m^ r14 ^ LIJ Ln -I N Q SHEET NO. 9 OF 25 SHEETS 7 018 OW m Ln w N tO tD r4 Ln W 0') �>� r4 + J+ Ln +> + lD O Ln +QI+D +Q� l0 Ln Lfl W (f) Ln lfl O Lr)00 W z awa awa aura aWa F-wH cit 0 LLnn Ln 0 L! Ln 0 LL) Ln 0 (~ Ln 0 N W a rlin =d 2�a 2�a .-i = tea 2 .�I a B01NI# #1 #3 #1 #3 #1 #3 #1 #3 #1 #1 #3 #1 A OPEN CUT _ BOM # CLASS DESIGN FDP MAOP MIN TEST PRESSURE MAX TEST PRESSURE PSIG @ TEST MEDIUM PIPE SPEC OD WT Q LOCATION FACTOR (PSIG) % SMYS PSIG % SMYS PSIG % SMYS PSIG % SMYS 90% SMYS IN IN °u 1 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER X-52 HFW 12.750" 0.281" ~ 2,3,4 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER Y-52 MSS -SP -75 12.750" 0.281" oc U z 0 5-30-18 Q O. DATE 7A W Q 1 2 01 3 4 5 01 ISTING GRADE I 10100 I I I 1 11 rn 00 w m 0� 0O + J cy) L~ W N 0 c--1 =rna #1 #31 #1 430 420 K 2 410 r m N 400 W w 00 390 , •. 12+00 1 1 370 #1 OPEN CUT PIPELINE - PLAN & PROFILE L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S009-PP.dgn we IT M.- 1, THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS ArJD ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. C PG&E CO. E Al FOLD C I ALV. AYS PLT SAFEI— FIRS" - I L(N:)K FOR ANI) A( 'F TO RESOLVE UNSAFE SITL r(TIOT -. I Hl :_,P AND �sNCOII'LAGE OTI I ERS TO ,ICT SA_'EL� -1 B Know what's bel®W. '^ Call before you dig. GAS TRANSMISSION APPROVED PSRS 42193 ESTIMATING & DESIGN BY Q�pF E SS/01,,,9 SUPV KSP4 �F G. y41 DSGN SDS4 DWN SDS4 CHKD SME3 n OK J C/V,� P T9Te m A ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY m w DATE 5-30-18 DWG LIST 101 SCALES REVISIONS AS SHOWN 6 SHEET NO. 9 OF 25 SHEETS 7 018 84004096 0 z 2 1 10 0 INCH 30 -MAY -2018 14:12PM 430 420 K 2 410 r m N 400 W w 00 390 , •. 12+00 1 1 370 #1 OPEN CUT PIPELINE - PLAN & PROFILE L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S009-PP.dgn we IT M.- 1, THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS ArJD ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. C PG&E CO. E Al FOLD C I ALV. AYS PLT SAFEI— FIRS" - I L(N:)K FOR ANI) A( 'F TO RESOLVE UNSAFE SITL r(TIOT -. I Hl :_,P AND �sNCOII'LAGE OTI I ERS TO ,ICT SA_'EL� -1 B Know what's bel®W. '^ Call before you dig. GAS TRANSMISSION m ESTIMATING & DESIGN Q�pF E SS/01,,,9 �F G. y41 n J C/V,� P T9Te m A OF CA1IF00.�\ BILL OF MATL SHT-18 m w DWG LIST TRACKING R-746 NUMBER0 SHEET NO. 9 OF 25 SHEETS 84004096 0 z 2 1 10 0 INCH 30 -MAY -2018 14:12PM ------------------------ --- --- -- - - - --- - -- - - - -- --- --- ----------------- ----- -- 3 4 0 ----- RIGHT OF WAY S LL( TRACT NUMBER OWNERSHIP/AGENCY PROPERTY SKETCH NO. CITY OF BA K E R S F I E L D PERMIT DWG. NO. E GOLDEN STATE AVE. 99B EL RT 8 DEG H1 STA 16+60.41 P1 STA 15+6$.57 i 7-mv M a �I ui CC J U c/ f cn Q CAL -TRANS RIGHT-OF-WAY SOUTH FRONTAGE (P) TF-12"STEEL L-1�i�1 - ATE AVE• O S� Tf�1L"STEELL-142N + GOLDEN 5T c _ ---- - o -F 2" STEEL L -142N _ _ GT _ _ _ _ - - SIDEWAL---------------- GT n �P�"' _ _ _ _ _ _ _ _ - - - F/C --------------- GT r _ `" _ CITY RIGHT-OF-WAY z - 42N _ o rn -�`' _ - - GT (E) TP-12"STEEL L-1 _;0 F/C C man 10 - -- WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY PER LAND rl2 DET STORM DRAIN MANHOLE LECTRIC COMPANY EMPLOYEES # + _ AUTHORIZED PACIFIC GAS AND SHOWN ON CITY STORM DRAIN ! HT -1 MAP DATED SEP. 10, 1958. AND ITS AGENTS. NOT FOUND IN FIELD. ; „ , I `,€' ! OPG&E CO. CAL -TRANS RIGHT-OF-WAY DET 8 - CITY RIGHT-OF-WAY HT -1 i f G� /o Xs., \ � 1 N DET 8 - + .p D HT -1 uj 00 EmitIrl.16, FjC ` EL RT 42 DEG ��. 1X HI STA 17+79.70 C�'"N' �� P1 STA 16+87.$6 0 � �oQ.f tiA �`P I N FOLD O I I 1 N I t °� k.0 — 430 I I I oCD J U – I I _�� z z�r W J I I I zo I z� I I .o Q 420 I aw I a> 1 J> o> �J I (DJ WW UW Lu (DLU o D N Q, Mo ^o r_ I EXI TING GRADE O z 410 i I i I j CL urnu + �, o _ _ _ _ _ _ 1 N W 400 (P) L -142N 2"STEEL -- ------ ---------------------------------------- ------ ------ --- - --- _ I CLEARANC -�� I 21" CLEARANCfi N 24" CLEARANCE 00 390 I I I 24 CLEARANCE B J En 380 Lu MINIMUM COVER: 48" I I 3 0 13 00 1400 15 00 Z 16100 17 00 1 1 18101 z LL_O 1' F.. 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DATE DESCRIPTION PM/SPEC DWN DATE 5-30 18 1 -y ulj�y SCALES 2 REVISIONS 'I�IQ AS SHOWN °I 3 4 S I LL 918 430 420 I S 410 r- z m 00 1 400 U-1 _ I N (P) L-142N2"STEEL6�I i 390 i I 1 I 380 #1 OPEN CUT —__—_-- -- --- PIPELINE - PLAN & PROFILE L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S010-PP.dan E 76ml FOLD 'C IAL%AYS PLT SAFEI—FIRS9'. IL(n)KFOR .kNDACTTO RESOL JE I NSA3'E SI -D, e,TIONS. I HI LP AND EN('OLI,IGF OTI FRS TO ACT SAF E:Li-. t3 Know what's below. Call before you dig. a I S GAS TRANSMISSION ESTIMATING & DESIGN m Q�,�I F E S S,,0N G. y 9� /,$2560"/- l c 9lE OF CA0cA 'E ----. N W BILL OF MATL-SHT- 18 ---- DWG LIST NUMB RG ___R-746___-. SHEET NO. 10 OF 25 SHEETS J 84004096 10 z Z 1 i i 1-0 0 INCH 1 2 0S 21 6 7 08 9 10 RIGHT OF WAY WARNING: CITY OF BAKERSFIELD CONFIDENTIAL, PROPRIETARY TRACT NUMBER THIS DOCUMENT CONTAINS OWNERSHIP/AGENCY PROPERTY SKETCH NO. INFORMATION THAT IS THE SOLE PERMIT DWG. NO. PROPERTY OF PACIFIC GAS AND - ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. © PG&E CO. E E DET 8 PER LAND DEPARTMENT: STORM DRAIN MANHOLE SHOWN ON CITY STORM DRAIN PER LAND DEPARTMENT: Z HT-1 EL RT 45 DEG MAP DATED SEP. 10 1958. STORM DRAIN MANHOLE H1 STA 19+85.65 NOT FOUND IN FIELb. SHOWN ON CITY STORM DRAIN rc �SEP. 10 P1 STA 18+93.86 CITY RIGHT-OF WAY NOT FMAP DOUND ATED IN FIEL61958. o HT-2 o DET8 f/C HT-1 f/C GD HP. W3"DW-22' GD HP, Vu3,:pW-22' T + "H" STREET17- i o z °' o - 5'x 5' SNIFF a m N HOLE W ~' GT - - - - - - - - - - - G - - - GT �T TO BAKERSFIELD J 00 (E) TP-12"STEEL L-14 N N jf TRENCH FOR CTS o (E) TP-12"STEEL -142N REGULATOR STATION H U STATION @ 28' o F/ f/C SIDEWALK W3"DW-3' GD CTS - \ ` D < D w CITY RIGHT-OF-WAY o EL LT 45 DEG ' 'DET 3 Hl STA 19+91.18 HT-1 W P 1 STA 19+00.02 J W H N TIE IN #4 INTO C (E) 12S L-142N M Hl STA 19+96.05 P1 STA 19+04.89 - 440 440 C14o o m 1 d r - FOLD !I 430 _ - 430 c� w I i I FOLD Lu C �o Zo N w Q �w —j-::cw �W U cam, ; �W ; z z— I k; ,WAYS PUT SA 1 I:TN' F'J,;T. a 420 000-00a Ln420 M Ock 1 LOOK FOR AN 1, ACT -- 3 Z +� +�- +Q- + RE;OLVE liNSAFE f M:ATI-SNS. O 000 rn0 0,)C:)I I I HFa.P AVD ENCOURAGE N uTIIERs ro Acr sAFEI.- L r 410XISTING GRACE 410 LL. Z 24" CLEARANCE m a Lu 00 24 CLEARANCE TO BAKERSFIELD > + E) L-142N ( REGULATOR STATION oc Ln 400 "1 _ _ _ -_---- -- 2" STEEL I 400 1 olm (P) L-142N 12-STEEL 24" CLE RANCE II 390 390 1 w I I B I B Know what S bel OW. iso j j 380 Call before you dig. Lu MINIMUM COVER: 48" �I 37 19 00 2p 00 21+00 370-oa d r 0Lp Z o o GAS TRANSMISSION _ JCN mZ Jo r� �n 1.0 00 ESTIMA0 O t'0 D J DO ITING &DESIGN O O 00 F- r'I v' Q1 � I m m r-i In 0 m `4 O W o d' Q 1 Z N N m 00 0 Q) 00 or- rn 0) 0:: O O) O v~i 0+0 0 Q+i U 0+0 a) oo a) (D oo a) a) rn rn Q Rp F E S Si p�q W r I r-I r-i r-I r-I c-I r-I Cr- L U c-I J N c-I � riG. F--Z� F-. Q~ ��H F-WL-oa FF--WZ� F—Z� Ln N cn F-cn V) cn In p N cn � D cn cn — cn Lu rl W rl r-+ cn � Z rl �,n a � r-4 Ln O. I r-I w r.j W !!c$2560r d. mma 2Za 2wa =d-�a 2�Oa 21—a =:/ C` a CD BOM# #1 #1 #3 #1 #3 #1 sl C/V 1� P A OPEN CUT OPEN CUT - aTF Of CAIIrA N BOM # CLASS DESIGN FDP MAOP MIN TEST PRESSURE MAX TEST PRESSURE PSIG @ TEST MEDIUM PIPE SPEC OD WT APPROVED PSRS 42193 PIPELINE -PLAN &PROFILE BILL OF MATL SHT-18 a LOCATION FACTOR PSIG % SMYS PSIG % SMYS PSIG % SMYS PSIG % SMYS 90% SMYS IN IN BSUPV KSP4 7 L- 142N MP 12.55 TO 12.91 DWG LIST Lu 1 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER X-52 HFW 12.750 0.281 DSGN SDS4 2,3,4 3 0.50 720 31.41 720 31.41 1080 47.12 1280 55.84 2063 WATER Y-52 MSS-SP-75 12.750" 0.281" DWN SDS4 REPLACE 2,029' OF 12.750" GAS MAIN TRACKING R-746 u BAKERSFIELD, CALIFORNIA NUMBER -0 z CHKD SME3 _ t7 SHEET NO. 11 OF 25 SHEETS N 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 Z,j' OK GAS TRANSMISSION & DISTRIBUTION --- 0 NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY �-�•_ DATE 5-30-18 PACIFIC GAS AND ELECTRIC COMPANY z R E V I S 10 N S SSCALES ASSHOWN Ill SAN FRANCISCO, CALIFORNIA 84004096 0 I r7771 IIIIIII 1 2 0 l 3 4 S 201 6 7 0 �8 5 4 9 3 2 1 1O 0 INCH 6 84004096-SO11-PP.dgn 30-MAY-201814:14PM C� G, E 101 FOLD C 0 1 2 co N �po � gLFSIX00GL O,L'Lc SI gL'Li0 F4q0iO�/� ` tic h� Q \ ��l PIPE TO BE DEACTIVATED 2J \ 10,0 sTFFI . \ s'G x'00 \ 3 1•® C` �qti 'c q` AzOO�4O) / H 1= 1+18.29 /j��., •`•.� P1= 0+21.54 /j�,� `•� 90° ELBOW RT SN� '�� .,• t HT -1% -H= 2+18.47 ����� ,�°�� o° ��c� / �/ ••`• P= 1+22.38 Q�o`,�� Q� �`'' �o o�. /� / • ''�• 45° ELBOW RT �P S �Q Q� / / •� ROLLED OVERBEND 20 4, ez O ` ic, \ 1 6 7 olg 9 � 1 10 H= 2+22.67 P= 1+26.86 s/ 45° ELBOW LT c/Ty OFGL I O ROLLED SAG 20° '91,f- 1' Gy o� ,9,QFq y� SAVE -A -VALVE FOR LIQUIDS CHECK 6 TIE-IN WELD r5 HT - TIE -IN #2- H= 2+30.00 P= 1+34.19 AS BUILT TIE-IN LOCATION #2 LAT: LONG: COVER: 1 (E) L -142N 12.750"STEEL CUT/REMOVED TIE-IN WELD Q�co IQ, 2 \ Fgti 3 Q17 �h ye DET 8 SAF o 00 ,O � � :: � 'i/ ss/ / ,y�O 6',, SOA \ •., °Jtitiytixh L /l / ,,�/ s'titi �,o", c %. , .� \ Y\ �(E) L -142N 12.750"STEEL \ CUT/REMOVED OF s8" \ �, OF SF�� q,102 TIE-IN #3 H1= 0+96.75 P1= 0+00.00 AS BUI LAT: LONG: COVER: .1, -y!A/A s��2 PIPE TO BE DEACTIVATED .o`cai OF F� s�FF LT TIE-IN LOCATION #3 DETAIL 2 TIE-IN #2 & 3 SCALE: 1/4" = 1'4" SHT-8 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTE NDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND Knswwhars below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. ©PG&E CO. Call before you dig. E-11 4 1 5 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 Fs SME3 K1F7�} 1 lX�}$ NO. DATE DESCRIPTION PM/SPEC DWN I CHKD I SUPV APVD BY REVISIONS 0 6 7 EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -B SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -13 SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. APPgOVED PSRS 42193 PIPELINE -DETAILS SUPV i DSGN SDS4 L- 142N MP 12.55 TO 12.91 DWN SDS4 REPLACE 2,029' OF 12.750" GAS MAIN CHKD SME3 BAKERSFIELD, CALIFORNIA OK GAS TRANSMISSION & DISTRIBUTION :DATE 5-30-18 PACIFIC GAS AND ELECTRIC COMPANY 1ZXiq$ SCALES SAN FRANCISCO, CALIFORNIA _F X18 5 4 9 3 0 84004096-S037-DT.dgn JOB # 84004096 _ BOM ITEM # 1 DESIGN CRITERIA CLASS LOCATION 3 DESIGN FACTOR 0.50 _ FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 HFW API -SL_ OD 12.750" WT _ 0.281" JOB # 84004096 _ BOM ITEM # 2.3.4 DESIGN CRITERIA CLASS LOCATION 3 _ DESIGN FACTOR 0.50 FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER_ PIPE SPEC X-52 MSS -SP -75 OD 12.750" WT 0.281" E FOLD C IN GAS TRANSMISSION STIMATING & DESIGN co o,pFESS16 G rn " w ;560` �- � / C a I, JT C 1 V 1 \P '-0 A CALIFO_� rn 'y W BILL OF MATL SHT-18 DWG LIST TRACKING R-746 NUMBERa SHEET NO. 13 OF 25 SHEETS z 84004096 OF I 11111111�'Ijwj 2 1 10 0 INCH 30 -MAY -2018 14:12PM11 r =; r - E Al FOLD C DURING CONSTRUCTION PROTECT EXISTING CTS STATION. TRANSFER WIRES TO NEW PIPELINE. EXISTING GRADE d' 1 3 1 FROM DOWNING AVE STATION ly (P) L -142N 12.750"STEEL MAOP 720 PSIG H= 2+18.47 P= 1+22.38 45° ELBOW RT ROLLED OVERBEND 20° H= 2+22.67 - P=1+26.86 45° ELBOW LT ROLLED SAG 20° 2 0� I 6 I 7 18 9 10 EXISTING GAS MAIN INSTALLED ON PM -30974401 (2013) PIPE SPECS: 12.750" STEEL, 0.375"WT., 35,000 SEAMLESS API 5L -B, COATING: FBE L -142N PFL # 1023.70 �I Lq N � r-1 3 1 - - - _ TO BAKERSFIELD _, _✓ �_ _ - _ - - REGULATOR STATION 7'-4" (E) L -142N 12.750 STEEL MAOP 465 PSIG ELEVATION 6 TIE -11\1#2 SCALE: 1/4" = 1'-0" SHAT-13 3 .TIE-IN #2 H= 2+30.00 P= 1+34.19 5 TIE-IN WELD HT -181 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. © PG&E CO. KNOW whafs Net®W. C811 before Vou dig. - APPROVED PSRS 42193 0 5-30-18 NO. DATE 4 I 5 EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -B SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -B SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. JOB # 84004096 _ BOM ITEM # 1 DESIGN CRITERIA CLASS LOCATION 3 _ DESIGN FACTOR 0.50 FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 HFW API -SL OD 12.750" WT 0.281" JOB # 84004096 _ BOM ITEM # 23.4 _ DESIGN CRITERIA CLASS LOCATION 3 DESIGN FACTOR 0.50 _ FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 MSS -SP -75 OD 12.750" WT 0.281" PIPELINE - DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S038-DT.dgn E Aml FOLD C a El GAS TRANSMISSION m ESTIMATING & DESIGN Q�pF E SS;'pN p 9� G H0'Li Fc W s �iV�� P ATgTfOF CA. '.F'G BILL OF MATL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 14 OF 25 SHEETS = -- L.) 84004096I I I I 1 1 17 0 z 2 1 10 0 INCH r� 30-MAY-201814:12PM APPROVED PSRS 42193 BY SUPV KSP4 DSGN SDS4 DWN SDS4 CHKD SME3 A 1A j;��$ OK ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 u DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY - I� DATE 5-30-18 LxN SCALES REVISIONS G� G AS SHOWN 6 7 olg EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -B SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. EXISTING PIPE SPECS HEADER SIZE: 12.750" WALL THICKNESS: 0.375" PIPE SPECS: 35,000 GR -B SMLS PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 22.59% INSTALLJN: PM -30974401 YEAR: 2013 MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (465 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (411 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. JOB # 84004096 _ BOM ITEM # 1 DESIGN CRITERIA CLASS LOCATION 3 _ DESIGN FACTOR 0.50 FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 HFW API -SL OD 12.750" WT 0.281" JOB # 84004096 _ BOM ITEM # 23.4 _ DESIGN CRITERIA CLASS LOCATION 3 DESIGN FACTOR 0.50 _ FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 MSS -SP -75 OD 12.750" WT 0.281" PIPELINE - DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S038-DT.dgn E Aml FOLD C a El GAS TRANSMISSION m ESTIMATING & DESIGN Q�pF E SS;'pN p 9� G H0'Li Fc W s �iV�� P ATgTfOF CA. '.F'G BILL OF MATL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 14 OF 25 SHEETS = -- L.) 84004096I I I I 1 1 17 0 z 2 1 10 0 INCH r� 30-MAY-201814:12PM d' 0 CD LID a I i FROM DOWNING _----------------_-_ AVE STATION E D FOLD C 16+65.66 U/G GAS LINE (12") 407.12 TOP OF PIPE ELEV: 400.62 LO B 0 3 I 4 I 5 °� 1 6 (E) L -142N 12.750"STEEL MAOP 465 PSIG /—PIPE TO BE DEACTIVATED (P) L -142N 12.750"STEEL M A 0 P 720 PSIG - - - - - - - - - - GOLDEN STATE AVE. SOUTH FRONTAGE DETAIL 12 PIPELINE CLEARANCE SCALE: 1/4" = 1'-0" SHT-10 EXISTING GRADE 24" CLEARANCE PIPE TO BE DEACTIVATED (E) L -142N 12.750"STEEL MAOP 465 PSIG O O n 7 f - - - - - - TO BAKERSFIELD REGULATOR STATION o 17+11.19 U/G GAS LINE (12") 406.94 24" CLEARANCE o TOP OF PIPE ELEV: 400.94 PIPE TO BE DEACTIVATED � --}---- --7-, ) (E) L -142N 12.750 STEEL MAO ------1 ------- P 465 PSIG � FROM DOWNING AVE STATION -- ------------------------------------------------------------ ------------------------------------------------------------------------ - STEEL MAOP 720 PSIG - TO BAKERSFIELD (P) L -142N 12.750 "STEEL REGULATOR STATION 1 291 3 ELEVATION E PIPELINE CLEARANCE SCALE: 1/4" = 1'-0" WARNING: THIS DOCUMENT CONTAINS l' CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND vj IlIars below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. 0811 before you dib. © PG&E CO. rd I 0 15-30-181 ISSUED FOR CONSTRUCTION R O IN ON NO. DATE DESCRIPTION WETY REVISIONS S 6 84004096 1 SDS4 I SME31 K1F7 - Zxl PM/SPEC I DWN I CHKD I SUPV APVD BY 7 APPROVED PSRS 42193 BY SUPV KSP4 DSGN SDS4 DWN SDS4 CHKD SME3 1r OK DATE 5-30-18 SCALES 1:)V Nv I AS SHOWN 9 10 EXISTING PIPE SPECS (PRE -1972) HEADER SIZE: 12.750" WALL THICKNESS: 0.250" PIPE SPECS: 28,000 LAP WELD PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 52.94% INSTALL GM: 87126 YEAR: 1947 HISTORICAL RESULTS, CONTAINS ASBESTOS? ❑ YES ❑ NO ® UNKNOWN PRE -1972 AND UNKNOWN: SAMPLE IS REQUIRED MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERAT;NG PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (439 PSIG) WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (219 PSIG WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS ':N DEPTH AND, /OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. PIPELINE - DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 9Iv 5 4 9 3 0 84004096-S039-DT.dgn JOB # 84004096 - BOM ITEM # 1 _ DESIGN CRITERIA CLASS LOCATION 3 _ DESIGN FACTOR 0.50 _ FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 HFW API -5L OD 12.750" WT 0.281"_ GAS TRANSMISSION ESTIMATING & DESIGN An FOLD C i a m /oQ%cjF ESS/04/91 G. yp z W :856.0 * o� r� C V Q m 9Tf OF CAI\F`�C` .N ti W BILL OF MATL SHT-18 DWG LIST TRACKING R-746 NUMBERo SHEET NO. 15 OF 25 SHEETS U M10�1'• m 2 1 10 0 INCH 30 -MAY -2018 14:12PM j R111 E C FOLD C 0 0 EXISTING GRADE NI c 1 FROM DOWNING AVE STATION - ------ - - - - - - (P) L -142N 12.750"STEEL MAOP 720 PSIG H1= 19+85.65 P1= 18+93.86 45' ELBOW RT ROLLED SAG 26° 2 �I 3 3 5 01 I 6 I 7 I o f -8 - I 9 I --1 O--- ---- - - EXISTING GAS MAIN INSTALLED ON GM -87126 (1947) PIPE SPECS: 12.750" STEEL, 0.250"WT., 28,000 LAP WELD COATING: DOUBLE WRAP L -142N PFL # 1029.00 0 4'-10" m ------- - -- - - - -- - TO BAKERSFIELD (€) 12"STEEL MAOP 465 PSIG REGULATOR STATION 1 H1= 19+91.18 P1= 19+00.02 45° ELBOW LT ROLLED OVERBEND 26° ELEVATION D TIE-IN #4 SCALE: 1/4" = 1'-0" SHT-16 TIE-IN #4 H1= 19+96.05 P1= 19+04.89 4 TIE-IN WELD SHT-1 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND KNOW whars below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. Call before you dig. © PG&E CO. 10 S 0 15-30-181 ISSUED FOR CONSTRUCTION 84004096 SDS4 I SM E31 K1F7 ILL LLfXt NO. DATE DESCRIPTION PM/SPEC DWN I CHKD I SUPV APVD BY REVISIONS al 6 7 EXISTING PIPE SPECS (PRE -1972) HEADER SIZE: 12.750" WALL THICKNESS: 0.250" PIPE SPECS: 28,000 LAP WELD PRESENT MAOP: 465 PSIG % SMYS @ MAOP: 52.94% INSTALL GM: 87126 YEAR: 1947 HISTORICAL RESULTS, CONTAINS ASBESTOS? ❑ YES ❑ NO 0 UNKNOWN PRE -1972 AND UNKNOWN: SAMPLE IS REQUIRED MAXIMUM ALLOWABLE PRESSURE DURING WELDING (G.S.&S. D-22) EVALUATE THE FOLLOWING OPERATING PRESSURE LIMITATIONS TO DETERMINE THE MAXIMUM OPERATING PRESSURE PERMITTED DURING WELDING A) (439 PSIG WHEN WELDING ON BODY OF THE PIPE. UNLESS, B) (219 PSIG) WHEN WELDING WITHIN 3" OF THE LONGITUDINAL SEAM (EXCEPT DSAW PIPE),THE CIRCUMFERENTIAL, AND ANY BRANCH WELD, OR WITHIN 3" OF ANY DEFECT (GOUGES, CORROSION, LAMINATIONS, ETC.) IN THE PIPE WHICH EXCEEDS 1/3 OF THE NOMINAL WALL THICKNESS IN DEPTH AND/OR 1/4 OF THE NOMINAL PIPE DIAMETER IN LENGTH. APPBOVED pSRS 42193 PIPELINE - DETAILS SUPV KSP4 DSGN SDS4 L- 142N MP 12.55 TO 12.91 DWN SDS4 REPLACE 2,029' OF 12.750" GAS PIPE CHKD SME3 BAKERSFIELD, CALIFORNIA OK GAS TRANSMISSION & DISTRIBUTION DATE 5-30-18 PACIFIC GAS AND ELECTRIC COMPANY :EK41 SCALES SHOWN SAN FRANCISCO, CALIFORNIA Iv 5 4 9 3 0 84004096-SO41-DT.dgn JOB # 84004096 _ BOM ITEM # 1 DESIGN CRITERIA CLASS LOCATION 3 DESIGN FACTOR 0.50 FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 HFW API -5L OD 12.750" WT 0.281" JOB # 84004096 BOM ITEM # 2.3,4 DESIGN CRITERIA CLASS LOCATION 3 DESIGN FACTOR 0.50 FDP 720 PSIG 31.41 % SMYS MAOP 720 PSIG 31.41 % SMYS STRENGTH TEST PRESSURE MIN. 1080 PSIG 47.12 % SMYS MAX. 1280 PSIG 55.84 % SMYS 2063 PSIG=90% SMYS TEST MEDIUM WATER PIPE SPEC X-52 MSS -SP -75 OD 12.750" WT 0.281" E AN FOLD C i GAS TRANSMISSION m STIMATING & DESIGN oQ�pFESSl o,9, G //0 F� z N W C815�0', ATF OF CAL\FC�� A "N `y W BILL OF MATL SHT-18 DWG LIST TRACKING R-746----. NUMBER SHEET NO. 17 OF 25 SHEETS z 84004096 0 I T71 I I I I I I I 111 1 Il - 2 1 10 0 INCH 30 -MAY -2018 14:14PM 1 MARKER TYPE OTHER INFO LINE/DFM SHEET DISC - -- — -- ----- 8,12 DISC 4" 142N 8,12 DISC 4" 142N LOCATION H STA 0+96.60 H STA 1+03.60 H STA 2+18.47 E H1 STA 1+14.79 H1 STA 1+21.79 H 1 STA 3+00.00 H1 STA 5+00.00 H1 STA 7+00.00 H 1 STA 9+04.15 H1 STA 10+43.00 H1 STA 12+43.00 H1 STA 14+43.00 HI STA 16+43.00 HI STA 17+79.70 H1 STA 19+80.65 H1 STA 19+96.05 ❑c PM: 84004096 PIPELINE DISC MARKER MARKER TYPE OTHER INFO LINE/DFM SHEET DISC 1 4 142N 8,12 DISC 4" 142N 8,12 DISC 4" 142N 8,13 DISC 411 142N 8,13 DISC 411 142N 8113 DISC 4" 142N 8 DISC 4" 142N 8 DISC 4" 142N 9 DISC 4" 142N 9 DISC 4" 142N 9 DISC 4" 142N 9 DISC 4" 142N 10 DISC 4" 142N 10 DISC 4" 142N 10 DISC 4" 142N 11,16 DISC 4" 142N 11116 PAVE AND BACKFILL PER ENCROACHMENT FOLD PERMIT REQUIREMENTS C TOP OF PAVED AREA DEPTH OF COVER PER ENGINEERING REQUIREMENTS IN ACCORDANCE WITH G DS A-04 I TOP OF PIPE g BACKFILL MATERIAL PER GDS A-03 REQUIREMENTS 0 WARNING TAPE (TERRA TAPE) INSTALL PER GDS L-16 (BOM # 5) 12 MIN. - ---- ------ -------- •o FINAL FILL ° WARNING TAPE INSTALLATION ZONE O O ------------ 12" -----12" MIN. ---0-A- ---- -------- � -6� ------ I GAS PIPELINE 12.750" L -142N TYPICAL "T" TRENCH PAVED AREA SCALE: NTS IMPORT BACKFILL SHADING BEDDING 17 (E) PIPE WT: 0.250" GRADE: 28,000 SEAM: LAP WELD PG&E GAS PIPELINE Before Digging Call USA 811 DETAIL 8 PIPELINE DISC MARKER INSTALL PER DPM L-15 SCALE: NONE WARNING: THIS DOCUMENT CONTAINS I a 0 12.750" L -142N V -i (P) PIPE WT: 0.281." GRADE: 52,000 SEAM: HFW X O Q o� DETAIL 4 WELD (TD -4160P-20) SCALE: NTS SHT-12 FIGURE 1i 16`,17 (E) PIPE WT: 0.375" GRADE: 35,000 SEAM: SMLS DETAIL SCALE: NTS CONFIDENTIAL, PROPRIETARY BOM # INFORMATION THAT IS THE SOLE MATERIAL CODE # UNIT PROPERTY OF PACIFIC GAS AND STANDARD NOT_S ELECTRIC COMPANY AND IS 1 PIPE, STEEL, 12", 0.281" WT, API 5L, GRADE X52, HFW, FBE INTENDED FOR USE ONLY BY F- 2500 AUTHORIZED PACIFIC GAS AND Knowwhars below. ELECTRIC COMPANY EMPLOYEES ELBOW, 12", 90 DEG, 0.281" WT, 90 DEG, 3R RADIUS, CARBON STEEL, GRADE Y52 M022263 AND ITS AGENTS. Call before VOU dig. GS&S B-20.2 ©PG&E CO. I') _7i -_01f I 1 A I K I L7!� � 4 5 HT -13 14 FIGURE 21. PROPOSED PIPE WT: 0.281" GRADE: 52,000 SEAM: HFW 10 BILL OF MATERIALS (EXPENSE ORDER # 84004096) BOM # MATERIAL DESCRIPTION MATERIAL CODE # UNIT QTY STANDARD NOT_S 1 PIPE, STEEL, 12", 0.281" WT, API 5L, GRADE X52, HFW, FBE M010935 F- 2500 GS&S A-15 2 ELBOW, 12", 90 DEG, 0.281" WT, 90 DEG, 3R RADIUS, CARBON STEEL, GRADE Y52 M022263 EA 8 GS&S B-20.2 3 ELBOW, 12", 45 DEG, 0.281" WT, 90 DEG, 3R RADIUS, CARBON STEEL, GRADE Y52 M023962 EA 14 GS&S B-20.2 4 CAP, STEEL, 12", 0.281" WT, GRADE Y52 M022223 EA 6 GS&S B-20.2 FOR HYDRO ONLY - 5 TAPE, WARNING, PIPELINE, GAS UNDERGROUND, REEF INDUSTRIES # 42-0084, YELLOW WITH BLACK WRITING, "CAUTION GAS LINE BURIED BELOW", 8 MILS THICK, 6" WIDE X 1000' LONG M379947 EA 3 GS&S L-16 E 6 NIPPLE, SAVE -A -VALVE, 2", WELD, STEEL, MUELLER # H-17491, STEEL CAP, DRILLING 1200 PSI MAXIMUM, 1440 PSI MAXIMUM M022289 EA 13 GAS C-14 -! 7 COVER, VALVE, CAST IRON, YELLOW, CHRISTY # G05CY, FULL TRAFFIC, 11-1/8", TRAFFIC YELLOW WITH EXPDXY CLEAR COAT, MARKED "PG&E GAS" M446213 EA 2 GS&S K-40 -i 8 BODY, CONCRETE, VALVE FRAME, CHRISTY # G05, W/O COVER, 10-3/8" DIA X 12" HIGH M043271 EA 2 GS&S K-40 - - 9 VALVE BOX, EXTENSION, PLASTIC, 8" IPS, BRANDON SUPPLY # 851, BLACK ABS, CORRUGATED, 10 FT LENGTH M016063 EA 2 GS&S K-40 10 WIRE, ELECTRICAL, INSULATED, COPPER, 10 AWG, 600 V, 47 MIL PVC, SOLID 1 CONDUCTOR, BLACK M294991 FT 300 CCV 0-16 11 TAPE, HANDY CAP, 4" X 4", ROYSTON M562324 EA 16 GS&S E-27 - 12 CARTRIDGE, BRAZING, CADWELD # CA -15, THERMOWELD # 15P M159260 EA 16 CCV 0-10 13 SLEEVE, COPPER SPLICING, #14 TO #10, CADWELD # CAB -133-1H, THERMOWELD # A-200 M303755 EA 16 CCV 0-10 14 STEEL PLATE 14"X 14"X 1/2" THICK N/A EA 6 - 15 MARKER, EXTENDED RANGE BALL, EMS TYPE, YELLOW, 3M # 1405-XR, FOR MARKING BURIED GAS FACILITIES, MAXIMUM INSTALLED DEPTH IS 3 M374944 EA 8 GS&S M-60 16 CONCRETE, 4000 PSIG N/A LU 1-11 1 N/A AS NEE :)ED "- 17 MARKER, "PG&E GAS PIPELINE" 4", DAS MANUFACTURING # PGE 4.0 -GP, WITH TWO ARROWS, NON -REFLECTIVE BLACK ON YELLOW POLYURETHANE M372509 EA 16 GS&S L-15 _ i - 18 ADHESIVE, MARKER, DAS MANUFACTURING # RS -222, FOR APPLICATION OF DAS MARKERS, ONE 5 OZ. TUBE PROVIDES FOR 20 - 2-1/2" OR 10 - 4" MARKERS M372505 EA 3 GS&S L-15 - D 19 ANODE, MAGNESIUM, 50 LB, PACKAGED WITH DOW CHEMICAL "GALVOMAG" OR EQUAL, WITH 10' TW OF #12 WIRE M569097 EA 20 CCV 0-13.1 - -- 20 CONDUIT, PLASTIC, DB120, 2", DIRECT BURIAL, 2800' PER BUNDLE M016468 EA 240 GS&S A-75 21 3" PVC CONDUIT, SCHEDUAL 120, 20' LENGTH, DIRECT BURRY M016471 FT 60 22 3" PVC CONDUIT, 22.5 DEG, 36" RAD, DB -120, DIRECT BURRY M360800 EA 1 - - 23 3" PVC CONDUIT, 90 DEG BEND, 24" RAD, DB -120, DIRECT BURRY M360405 EA 1 - - 24 2" PVC CONDUIT, 90 DEG BEND, 24" RAD, DB -120, DIRECT BURRY M360161 EA 4 - - 25 3"X2" PVC REDUCER, DB -120, DIRECT BURRY M018585 EA 2 - 26 STATION, TEST COUPON, CC TECHNOLOGIES # CS3100, SMALL PLASTIC CONDUIT AND TERMINAL TEST HEAD CONSTRUCTION, 3" OD X 10' LONG M560691 EA 2 CCV 0-10.2 - ^ 27 ELECTRODE, REFERENCE, STEALTH 2, COPPER -COPPER SULFATE, BORIN MANUFACTURING # SRE-007-CUY, WITH 50' OF WIRE M241423 EA 2 CCV 0-71 28 ELECTRODE, REFERENCE, GELATIN, BACKFILL, 30RIN MANUFACTURING # EMB-001-CUS, ELECTRIC MUD, GELATIN BACKFILL, CUCUSO4, SINGLE UNIT, FOR ONE INSTALLATION M041192 EA 2 CCV 0-71 - 29 TUFFBOX WITH (4 ANODE SHUNT AND 1 PIPE SHUNT) M561518 EA 1 - 30 VISIBILITY STRIP, REFLECTIVE YELLOW ADHESIVE SHEET, 2" X 12", M013163 EA 15 GS&S J-95 ^� 31 PIPE, GALVANIZED, STEEL, SCHEDULE 40,4" DIAMETER X 78" LONG, USED FOR METER PROTECTION POST M150122 EA 5 GS&S J-95 - 32 #8 AWG HMWPE CABLE(BLACK) ( ) M290401 FT 400 CCV 0-13.2 ��------- FOLD — 33 SPLIT BOLT CABLE CONNECTION - M305027EA 20 - - 34 SPLICE SPLIT BOLT KIT VISI LOCK M042040 I EA 20 - - --! 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 I SME3 K1F7 P1141 Zx' NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY REVISIONS o 6 7 APPRBOVEDIPSRS 42193 PIPELINE - BILL OF MATERIALS SUPV KSP4 DSGN SDS4 L- 142N MP 12.55 TO 12.91 DwN SDS4 REPLACE 2,029' OF 12.750" GAS MAIN CHKD SME3 BAKERSFIELD, CALIFORNIA OK GAS TRANSMISSION & DISTRIBUTION DATE 53018 PACIFIC GAS AND ELECTRIC COMPANY 'L SCALES SAN FRANCISCO, CALIFORNIA X C� AS SHOWN LL I O 5 4 9 3 84004096-SO44-DT.dgn I GAS TRANSMISSION M ESTIMATING & DESIGN Q�pFESS/p41 N w 82500cr- a c �Tf OF CAL1F�0.� m cy W BILL OF MATL SHT- 18 DWG LIST TRACKING R-746NUMBER o SHEET NO. 18 OF 25 SHEETS Z 84004096 0 I' IM11111 1111 T 1 -10-- o--l;�i� 30 -MAY -2018 14:15PM ---- ------ 1 2 2 3 4 5 °I 6 7 °I S 10 STEEL PLATE LOCATION STEEL PLATE LOCATION DET 9 LAT: LAT: i I LONG: LONG: -mail I COVER: COVER: STEEL PLATE LOCATION J ii � • LAT: DET 9 DETK'9_'�GOLDEN STATE AVE. 99B E j o LONG: II j i COVER: I t E i i w - C -TRANS RIGHT-OF-WAY L CAL -TRANS RIGHT-OF-WAYC4 4:1 j 1 i GOLDEN STATE AVE. SOUTH FRONTAGEHEADWALL - X I w I O ® wo e ja.alae•ua.aas.a�aa>saa�asawcii.axaaw" ' •. 1f1\�.Yl1a'�lasli\/ia\a\�✓ D '...■■f\...\ F/C ........�..�..w....... ar7�iEBF O TP-12"STEEL L -142N �� ; —"�� � —_ r?aa �—�-� (P) TP-12"STEEL L -142N ! ( ) f ! 24"STLCASING in +zn V' •, 4�� I3� rllI ()ii ^I r I o --T- +C1 "GT - - - - - -- GT-----------�,- - -- _ '-- --- �J,� -_ --� - �E)TP-12"STEELL-142N ------ GT ---------------- --- GT(E)TP-12"STEEL-142N----- -- GT ----------------- `" Z (E) TP-12"STEEL L -142N I I"li Q i 1 +00 �- -� M F/CLn Z O (P) TP-12"STEEL L -142N ,� FSC T GD F�c HP 4"PL. 10' _ _ SIDEWALK I i � } SIDEWALK J I �% 0 .r O G (p 0 �/1 < a o f f m ALSO CITY RIGHT-OF-WAY j - CITY RIGHT-OF-WAY D 49 Ilk I '� •i iti { � ���� �� �� � ��.� �i�f � � I FOLD 40 FOLD C C B B DETAIL 9 INSATLL MARKER BALL ABOVE STEEL DEACTIVATION PROCEDURE FOR EXISTING PIPE: DEACTIVATION DETAIL PLATE. MAXIMUM OPERATING DEPTH 60" II PER TD950OP-16 eX 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF UNDERGROUND SCALE: N/A SHT-19,22 15 GAS FACILITIES," SHALL BE FOLLOWED. 6i WELD PLATE TO END 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED PER GAS DESIGN STEEL PLATE -------- OF FILLED PIPE(TYP. 2 PLACES) GAS TRANSMISSION STANDARD A-38, PROCEDURES FOR PURGING GAS FACILITIES. 14 x 14 x Y THICK (TYP 2) ---- --- STEEL PLATE ESTIMATING &DESIGN 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO IDENTIFY THE MOST OPTIMUM 6 24„ 14" x 14" x 1/-L" THICK (TYP 2) _ 6 12" PIPE TO BE LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY NOT BE AVAILABLE FOR THESE LOCATIONS SO �� 14 --- DEACTIVATED �� 12 PIPE �O `�Or ESSIpN�I� USE CAUTION DURING EXCAVATION AND WHEN IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE DEACTIVATED — — 12 PIPE TO B_E REMOVED G. �0 PIPELINES MAY BE IN THE AREA. _____ 12" i— ______ L_—_— N 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE REMOVED. INSTALL — — AL — — — — — m A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR PRODUCT AND PRESSURE PRIOR TO14 % % / �! ' CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTLINED IN GT&D UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BEC 'VJ��,P A A THOROUGHLY COMPACTED IN PLACE OF THE REMOVED SECTION OF PIPE. F of CAL,` In w SCALE: NOT TO SCALE SCALE: NOT TO SCALE APPROVED PSRS 4u93 PIPELINE - DEACTIVATION SHEET _ WARNING: __._ _� BILL OF SHT-18 THIS DOCUMENT CONTAINS - --__ __ _ SUPV KSP4 L- 142N M P 12.55 TO 12.91 DWG LIST CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE DSGN SDS4 R-746 PROPERTY OF PACIFIC GAS AND - --- — DWN SDSaREPLACE 2,029'OF 12.750" GAS MAIN TRACKING ELECTRIC COMPANY AND IS BAKERSFIELD, CALIFORNIA NUMBER CHKD SME3 INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND KIIOW WherS below. . 0 5 30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 ='., ''iJ(�}Sf OK GAS TRANSMISSION & DISTRIBUTION SHEET NC. 19 OF 25 SHEETS u ELECTRIC COMPANY EMPLOYEES q 0 NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY �'{� DATE 5-30-18 PACIFIC GAS AND ELECTRIC COMPANYz AND ITS AGENTS. CjQ" before you dig. SCALES 840%04096 0 © PG&E CO. R E V I S 10 N S 1x�{� AS SHOWN SAN FRANCISCO, CALIFORNIA 1 2 01 3 4 S of 6 7 PIg 5 4 9 3 2 1 1O 0 INCHI 84004096 -S052 -DA dgn 30 -MAY -2018 14:15PM { 0 A ��I= X FOLD C A-1 __J 1 2 I of 3 I 4 I 5 6 7 i s i Ir CAL -TRANS RIGHT-OF-WAY GOLDEN STATE AVE. 996 it i x`•� 1 O) I qI € ■ot t 1 D i + 90 v � j bo: O Q I —I----R.a/c= _W. O -�AL-TRANS RIGHT-OF-WAY - �i ! (P) TP-12"STEEL L -142N I • < ID = i . GT • + a -`H f c ' ® K TE � E S Uiiil., In z ___i_ _________ GT y.�, - + N STA = m Fi (E) TP-12"STEEL L -142N - GT - - - - - _ _ _ _ _ _ ! (P o� " GOL�E + u 1 r W _ ST + 00p �r i � � _ i SIDEWALK "' _ - GT - <.�TP_22„ f�,�'•••. � �� O di I Ln EC O TP-12%ITTEE► L -142N in j ED-...„__._. GT••s,...o a GT • w ♦ ate.. r..f: iRass.. 9..3 €, r. !B ..ii. �fxs:wee�Ifir111r■.0..• a • s sl! I Fig i �I I CITY RIGHT-OF-WAY _' , _ �c _ ' - _ GT _ N T 1 �. E•) , -4- F E - j G% 7_°STEEL L-142 i� - !. U -) REMOVE EXISTING ETS - - _ GT _ _ � ! W STATION ,� - - - _ _ _ _ _ - - F/C SIDEWALK o i a soF GT - - - - - - - - - - - -- m ,ICA _ y CITY RIGHT-OF-WAY ! i CITY RIGHT-OF-WAY DETK13:1 N .1 �!!�■ STEEL PLATE LOCATION ! DEACTIVATION PROCEDURE FOR EXISTING PIPE: 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF UNDERGROUND GAS FACILITIES," SHALL BE FOLLOWED. 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED PER GAS DESIGN STANDARD A-38, "PROCEDURES FOR PURGING GAS FACILITIES." 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO IDENTIFY THE MOST OPTIMUM LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY NOT BE AVAILABLE FOR THESE LOCATIONS SO USE CAUTION DURING EXCAVATION AND WHEN IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE PIPELINES MAY BE IN THE AREA. 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE REMOVED. INSTALL A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTLINED IN GT&D UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BE A THOROUGHLY COMPACTED IN PLACE OF THE REMOVED SECTION OF PIPE. 1 20l 3 r10)k DETAIL13 DEACTIVATION DETAIL ('PER TD950OP-16 SCALE: N/A 9 or 1 LAT: i LONG: :1 COVER: i i 1 STEEL PLATE -------- STEEL PLATE 14" x 14" x Y2" THICK (TYP 2) ------- 14" x 14" x Y2" THICK (TYP 2) 24 6 12" PIPE T 6 O BE � 12" PIPE TO BE DEACTIVATED DEACTIVATED ---- 12.. _ 12,x ------- 14 \ 14 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE 1' PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND KOOW WheCS belew. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. Call before you dig. ©PG&E CO. r.� STEEL PLATE 14" x 14" x Y2" THICK (TYP 2) 14 PLAN VIEW TYPICAL DEACTIVATION DETAIL SCALE: NOT TO SCALE APPROVED PSRS 42193 _ BY SUPV KSP4 -- DSGN SDS4 DWN SDS4 CHKD SME3 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K11`7 F°j. n OK 'ERO IN ONNO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY DATE 5-30-18 FAFETY REVISIONSSCALESAS SHOWN S o 6 7 INSATLL MARKER BALL ABOVE STEEL PLATE. MAXIMUM OPERATING DEPTH 60" I 15 WELD PLATE TO END OF FILLED PIPE `E 10 m DAN FOLD C I (TYP. 2 PLACES) GAS TRANSMISSION M ESTIMATING & DESIGN 6 12" PIPE QUO, ESSiONq Civic ISOMETRIC VIEW rTgTFa ,r ��P A SCALE: NOT TO SCALE PIPELINE - DEACTIVATION SHEET L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION & DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5 4 9 3 84004096-S053-DA.dgn F CAL 0) ti LLI BILL OF MAIL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 20 OF 25 SHEETS ---- - z 84004096 "7 11111111111 O 2 1 10 0 INCH 30 -MAY -2018 14:15PM _i Oil FOLD C 0 1 I 2 I LLI 3 I 4 I 5 I 6 I 7 I �8 I 9 I 10 1 2 91 3 4 S o f 6 7 218 4 4 9 3 2 1 10 0 INCH - --- — - 8400 096 S054 DA dgn 30 -MAY -2018 14:19PM t 1 'DER LAND DEPARTMENT: i GOLDEN STATE AVE. 99B STORM DRAIN MANHOLE SHOWN f ! MAP DATED SEP 58TORMDRAIN NOT FOUND IN FIELD. r: 7 CAL -TRANS RIGHT-OF-WAYVwl .. /` y •/•. � O ^ - CITY RIGHT-OF-WAY • ' O --- --- --- - — (p) TP 12"STEEL L-1 7 I _ _ _ _ O / — •�•.�,. J INT CAL -TRANS RIGHT-OF-WAY FRONTAGE SOUTH �Tp�"STEEL _ � _ as = _� L -142N _ _ : � Gh' � , -� STAT " ,- _ - - U N K -----� -. - c I Qc __ _ _ - - - GT _ ,- U N K SIDEWALK-----------------_- _ NK '��_ SJ 42N o T 2 - - F� 07 r CITY RIGHT-OF-WAY � x ZO 2 `n _14- - <m GT VP m 11 % - ip GN N - Q' uj 4 , , ss55 1 DEACTIVATION PROCEDURE FOR EXISTING PIPE: II a 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF UNDERGROUND �✓ �. GAS FACILITIES," SHALL BE FOLLOWED. 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED PER GAS DESIGN GAS TRANSMISSION ESTIMATING &DESIGN STANDARD A-38, "PROCEDURES FOR PURGING GAS FACILITIES." 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. THE LOCATIONS CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO IDENTIFY THE MOST OPTIMUM �-- LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY NOT BE AVAILABLE FOR THESE LOCATIONS SO'� �FESSIO USE CAUTION DURING EXCAVATION AND WHEN IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE G PIPELINES MAY BE IN THE AREA. // 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE REMOVED. INSTALL 256f) A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR PRODUCT AND PRESSURE PRIOR TO (/ CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE RETIRED PIPE SHALL BE SEALED BY THE MOST APPROPRIATE METHOD OUTLINED IN GT&D UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BE sT C/ v \� ,P 4rE THOROUGHLY COMPACTED IN PLACE OF THE REMOVED SECTION OF PIPE. CF CAO -3'' WARNING: THIS DOCUMENT EI APPROVED PSRS 42193 PIPELINE - DEACTIVATION SHEET BILL OF MAIL SHT-18 - KSP4 -- — - CONTAINS CONFIDENTIAL, PROPRIETARY SUPV L- 142N MP 12.55 TO 12.91 DWG LIST INFORMATION THAT IS THE SOLE OF PACIFIC GAS AND �� DSGN SDS4 REPLACE 2,029' OF 12.750" GAS MAIN i TRACKING R-74bPROPERTY DWN SDS4 ELECTRIC COMPANY AND IS BAKERSFIELD, CALIFORNIA NUMBER _ CHKD SME3 INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND ELECTRIC COMPANY EMPLOYEES KOOW WIheCS IIeIoW. Call before E ■ GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COIVI PANY --- 0 5-30-18 -- ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 ''� Z�' OK _ SHEET NO. 21 OF 25 SHEETS NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY r 1 '��• +— DATE 5-30-18 - AND ITS AGENTS. i • SAN FRANCISCO, CALIFORNIA 84004096 0 1 SCALES ©PG&E Co. R E V I S 1 0 N Si{�� AS SHOWN 1 2 91 3 4 S o f 6 7 218 4 4 9 3 2 1 10 0 INCH - --- — - 8400 096 S054 DA dgn 30 -MAY -2018 14:19PM t 1 2 2 3 4 S 21 6 7 2 8 9 10 I • 't • �r PER LAND DEPARTMENT: STORM DRAIN MANHOLE SHOWN ON CITY STORM DRAIN PER LAND DEPARTMENT: E MAP DATED SEP. 10, 1958. I C NOT FOUND IN FIELD. STORM DRAIN MANHOLE C j SHOWN ON CITY STORM DRAIN i Z } } 44 "" ` MAP DATED SEP. 10, 1958. >� - _ CITY RIGHT-OF-WAY NOT FOUND IN FIELD. I F/C F/C g HP. W3"DW-22' i V ' 8 n I GD �° GD HP. Vu3�w-22 ' _ c "H" STREET uu T tN I..I..I NQ i i- GT - - � GT -------- ------------ GT — -- GT CST i 0p I (E) TP-12"STEEL L-14 N - I-" TRENCH FOR CTS o (E) TP-12"STEEL -142N N j STATION @ 28' �! 1 Z o F/ F/C CIL m SIDEWALK z } p� GD CTS w IW3"DW-3' i w < COI a . N U 1 Lu CITY RIGHT-OF-WAY j C) O) ► "" ! o 1 ! j Z W W i DET 9 - - f� - C j i � M STEEL PLATE LOCATION • t f I i LAT: i • s LONG: COVER:• r e,i d I FOLD ; r FOLD C C BV Ln DETAIL 9 DEACTIVATION DETAIL � INSATLL MARKER BALL ABOVE STEEL �� — DEACTIVATION PROCEDURE FOR EXISTING PIPE: PLATE. MAXIMUM OPERATING DEPTH 60 PER TD9500P-16 1. GT&D UTILITY WORK PROCEDURE TD 9500P-16, "DEACTIVATION AND/OR RETIREMENT OF UNDERGROUND SCALE: N/A SHT-19,22 GAS FACILITIES," SHALL BE FOLLOWED. WELD PLATE TO END I �/ � OF FILLED PIPE 2. THE EXISTING PIPE SECTIONS SHALL HAVE FREE LIQUIDS REMOVED AND BE 100% PURGED PER GAS DESIGN STEEL PLATE -------- (TYP. 2 PLACES) G >S TRANSMISSION STANDARD A-38 "PROCEDURES FOR PURGING GAS FACILITIES." 14" x 14" x Y2" THICK TYP 2 ---- --- STEEL PLATE r m ( � ESTIMATING &DESIGN _ 3. THE PIPE SHALL BE SECTIONALIZED AT INTERVALS AS SPECIFIED IN THE RETIREMENT PLAN. THE LOCATIONS - - - - - - - 14" x 14" x Y2" THICK TYP 2) 6 CALLED OUT ARE APPROXIMATE AND ARE SUBJECT TO FIELD VERIFICATION TO IDENTIFY THE MOST OPTIMUM 6,\ LOCATION IN THAT VICINITY. ACCURATE SURVEY DATA MAY NOT BE AVAILABLE FOR THESE LOCATIONS SO 12" PIPE TO BE �; 14 12" PIPE Q�OF SS��N9 USE CAUTION DURING EXCAVATION AND WHEN IDENTIFYING THE PIPELINE TO BE RETIRED. OTHER ACTIVE DEACTIVATED _� 12 PIPE TO BE REMOVED �� a�� ���� P� Gyo y PIPELINES MAY BE IN THE AREA. _ _ _ _ _ _ _ 12"!L____ _ _ _ _ _ _ _ _ 4. AT EACH SUCH LOCATION NOTED ABOVE, A PIECE OF PIPE AT LEAST 24" LONG SHALL BE REMOVED. INSTALL - _ _ _ _ _ _ _ _ _ -CL _ _ — _ _ _ _ _ _ `� 25EiC A 2" HIGH PRESSURE SAVE -A -VALVE (H-17491, M022289) TO CHECK FOR PRODUCT AND PRESSURE PRIOR TO CUTTING INTO THE PIPELINE. THE OPEN ENDS OF THE RETIRED PIPE SHALL BE SEALED BY THE MOST 14 civ\V APPROPRIATE METHOD OUTLINED IN GT&D UTILITY WORK PROCEDURE TD -9500P-16. BACKFILL MUST BE PLAN VIEW TYPICAL DEACTIVATION DETAIL ISOMETRIC VIEWST.40 CAL,.o��P, A -N A THOROUGHLY COMPACTED IN PLACE OF THE REMOVED SECTION OF PIPE. W SCALE: NOT TO SCALE SCALE: NOT TO SCALE `" APPROVED PSRS 42193 BILL OF MATL SHT-18 WARNING_: - ---_---- --- BY PIPELINE - DEACTIVATION SHEET THIS DOCUMENT CONTAINS SUPV KSP4 L- 142N MP 12.55 TO 12.91 DWG LIST CONFIDENTIAL, PROPRIETARY DSGN SDS4 -- -- — - INFORMATIONTHATISTHESOLE REPLACE 2,029' OF 12.750" GAS MAIN PROPERTY OF PACIFIC GAS AND -- - ---- DwN SDS4 NUMBER G R-746 ELECTRIC COMPANY AND IS ---- cHKD snnBAKERSFIELD, CALIFORNIA E3 INTENDED FOR USE ONLY BY SHEET NO. 22 OF 25 SHEETS AUTHORIZED PACIFIC GAS AND 0 5-30-18 ISSUED FOR CONSTRUCTION 84004096 SDS4 SME3 K1F7 "� L1��Jy OK GAS TRANSMISSION & DISTRIBUTION - ELECTRIC COMPANY EMPLOYEES Know below. i 1 DATE 5-30-18 Z NO. DATE DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY ��-- PACIFIC GAS AND ELECTRIC COMPANY 84004096 11 AND ITS AGENTS. C�" before you dig. x N �� SCALESS SHOWN SAN FRANCISCO, CALIFORNIA ©PG&ECO. C REVISIONS 1 2 2 I 3 4 S 2 1 6 7 LL IS 5 4 9 3 2 1 10 0 INCH 6- - 8400409 S055 DA.dgn 30 MAY 2018 14:20PM �� NOTES: 1. NO PIPE CONNECTIONS WILL BE MADE TO FOREIGN OPERATOR. 2. NO ANODES WILL MAKE CONTACT WITH PG&E LINE OR FOREIGN OPERATOR. 3. THE ANODE DISTANCE FROM THE PG&E PIPE WILL VARY DEPENDING ON PG&E PIPE DISTANCE FROM FOREIGN OPERATOR. NEED TO MAINTAIN 2'-0" SPACING BETWEEN ANODES AND FOREIGN OPERATOR. E 4. SPLICE (5) ANODE CABLES ONTO ONE ANODE HEADER CABLE (BOM # 32). A TOTAL OF (4) ANODE HEADER CABLES WILL BE ROUTED INTO THE TUFFBOX. 5. FOR ANODE BED QUESTIONS CALL CORROSION ENGINEER RYAN WOOD 925-285-7838. F/C FOLD C 0 DET 15 STA: Hl 3+25 DET 16 N I N T MIN i DET 6 2'-0" I CTS ------- ----�---------------- --- ---- 6" - 0 N T-0.. 3' 3._0.1 o 3'-0"--/m i 21 5'-0" 22 i DIRT AREA � - S 9 10 F/C 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" PIPELINE -DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 33 33 32 Ti 33 33 33 33 OK 32 33 DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY o z 34 19 34 20 19 34 19 34 19 34� 19 34 19 qj-*t—clg 20 34 19 o zC33 34 19 (P) 12.750" L -142N Know wharS below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. 0811 before you dig. © PG&E CO. r-4 ---------------------------------------------------------------------------------------------------------- ----------- --------------- ---------------------------------------------------------------- --- 19 34 33 19 2 33 0 19 33 19 19 33 19 33 19 33 19 �20 33 19 \ 19 t 33 34 32 34 34 34 34 X32 34 34 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" GOLDEN STATE AVE. SOUTH FRONTAGE ROAD DETAIL('014 HORIZONTAL MAGNESIUM ANODE BED SCALE: NTSSHT-8 TUFF BOX ANODE JUNCTION BOY IA IR\ XA/ITW rnoDGR RI Ic RAR (8X) 50mV-5A SHUN' (1X) 50mV-5A SHUN' 4 X #8 AWG AP ALL CABLES RUN IN (1) 3" CONDUIT TO TUFF BOX. A DETAIL 15 TUFFBOX SCALE: NTS N NOTE: COUPONS MUST BE INSTALLED IN NATIVE SOIL. NATIVE SOIL MUST BE WITHIN 18" OF ELECTRODE. TAMP NATIVE SOIL AND ADD IMPORT TO ACHIEVE A MINIMUM 85% COMPACTION. E LUNNtLIIUNJ BROUGHT INTO TUFFBOX w-INTLAW PROPOSED 12.750" TP L -142N Q N 17 DET GROUND 2" CONDUIT 10 NATIVE FILL DET 11 10 12 13 DETAIL 7 ATTACHING THE WIRES TO THE GAS MAIN SCALE: NTS N CCV 0-10, FIGURE 1 PIPE REFERENCE CELL .j willavi 4" 30 31 CONCRETE 16) 12"MIN. FIXED POST BOLLARD DETAIL PER GS&S J-95 P OF GROUND POLARIZED COUPON DETAIL BOLLARD INSTALLATION 6 NATIVE J-95 & 051122 COUPON SCALE: �" = 1'-0" N NPC COUPON --'NOTE: 7 WIRES TO UNIT NPC (BLACK X 2), PC COUPON WIRE PC (WHITE X2), WIRE REF CELL (YELLOW), PIPE #10 (BLACK X 2) GAUGE SOLID WIRES DETAIL16 COUPON TEST STATION ABOVE GROUND W/ OFFSETCOUPON TEST STATION HEAD N SCALE: NTS CCV 0-10.2 DETAIL(17CCV 0-10.2 SCALE: NTS N STA: Hl 3+25 / Hl 19+25 WARNING: PSRS 42193 PIPELINE -DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA 211 3" 211 DSGN SDS4 DETAIL 7 ATTACHING THE WIRES TO THE GAS MAIN SCALE: NTS N CCV 0-10, FIGURE 1 PIPE REFERENCE CELL .j willavi 4" 30 31 CONCRETE 16) 12"MIN. FIXED POST BOLLARD DETAIL PER GS&S J-95 P OF GROUND POLARIZED COUPON DETAIL BOLLARD INSTALLATION 6 NATIVE J-95 & 051122 COUPON SCALE: �" = 1'-0" N NPC COUPON --'NOTE: 7 WIRES TO UNIT NPC (BLACK X 2), PC COUPON WIRE PC (WHITE X2), WIRE REF CELL (YELLOW), PIPE #10 (BLACK X 2) GAUGE SOLID WIRES DETAIL16 COUPON TEST STATION ABOVE GROUND W/ OFFSETCOUPON TEST STATION HEAD N SCALE: NTS CCV 0-10.2 DETAIL(17CCV 0-10.2 SCALE: NTS N STA: Hl 3+25 / Hl 19+25 1 I 2 I of 3 I 4 5 0 5-30-18 NO.1 DATE WARNING: PSRS 42193 PIPELINE -DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA SUPV KSP4 THIS DOCUMENT CONTAINS DSGN SDS4 CONFIDENTIAL, PROPRIETARY LO; - CHKD SME3 INFORMATION THAT IS THE SOLE OK �1 11H.i- DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY PROPERTY OF PACIFIC GAS AND REVISIONS , SCA assHowN ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND Know wharS below. ELECTRIC COMPANY EMPLOYEES AND ITS AGENTS. 0811 before you dig. © PG&E CO. 1 I 2 I of 3 I 4 5 0 5-30-18 NO.1 DATE E An FOLD C 0 II GAS TRANSMISSION m ESTIMATING & DESIGN o,wESSio4, c - N 560j?,(% Q s CIV\\ P m rq �, A E iF C.,CAVXrO� lL BILL OF IVIATL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 23 OF 25 SHEETS = -- V 84004096 0 z 7- 11 2 1 10 0 INCH 30 -MAY -2018 14:18PM _� (� APPROVED B PSRS 42193 PIPELINE -DETAILS L- 142N MP 12.55 TO 12.91 REPLACE 2,029' OF 12.750" GAS MAIN BAKERSFIELD, CALIFORNIA GAS TRANSMISSION &DISTRIBUTION PACIFIC GAS AND ELECTRIC COMPANY SAN FRANCISCO, CALIFORNIA SUPV KSP4 - DSGN SDS4 DWN SDS4 - CHKD SME3 ISSUED FOR CONSTRUCTION j 84004096 SDS4 j SME3 j K1F7 -r ZX S" OK �1 11H.i- DESCRIPTION PM/SPEC DWN CHKD SUPV APVDBY DATE 5-30-18 REVISIONS , SCA assHowN 6 7��g 5 4 9 3 c 84004096-SO45-DT.dgn E An FOLD C 0 II GAS TRANSMISSION m ESTIMATING & DESIGN o,wESSio4, c - N 560j?,(% Q s CIV\\ P m rq �, A E iF C.,CAVXrO� lL BILL OF IVIATL SHT-18 DWG LIST TRACKING R-746 NUMBER� SHEET NO. 23 OF 25 SHEETS = -- V 84004096 0 z 7- 11 2 1 10 0 INCH 30 -MAY -2018 14:18PM _� (� +'[ C FOLD C 193 All LAYDOWN / STAGING / CONSTRUCTION IMPACT AREA 34,125 SQFT ACCESS ROAD S of 7 °�8 9 I ;a "F" STREET O h !. W ! • r 0 q L it It 6 *41 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND K Wbmrs below. ELECTRIC COMPANY EMPLOYEES • AND ITS AGENTS. ©PG&E CO. Call before You dig. • 4 S 4& 1 4 I jjam�♦ . ! t 0 LA I 65'-0"� APPROVED PSRS 42193 BY - SUPV KSP4 9! 7 °�8 9 I ;a "F" STREET O h !. W ! • r 0 q L it It 6 *41 WARNING: THIS DOCUMENT CONTAINS CONFIDENTIAL, PROPRIETARY INFORMATION THAT IS THE SOLE PROPERTY OF PACIFIC GAS AND ELECTRIC COMPANY AND IS INTENDED FOR USE ONLY BY AUTHORIZED PACIFIC GAS AND K Wbmrs below. ELECTRIC COMPANY EMPLOYEES • AND ITS AGENTS. ©PG&E CO. Call before You dig. • 4 S 4& 1 4 I jjam�♦ . ! t 0 LA I 65'-0"� Ar - O S 70 m m j [71 FOLD C L k r. I V Ln IIF ' ( 3 r ,- #It -- ��! GAS TRANSMISSION m 1 9l ESTIMATING & DESIGN O F << ** c civ�� igTf OF CAl1F0��\P A .9 to W PIPELINE - DETAILS BILL OFMATL SHT-18 L- 142N MP 12.55 TO 12.91 DWG LIST REPLACE 2,029' OF 12.750" GAS MAIN TRACKING MKING R-746 BAKERSFIELD, CALIFORNIA o SHEET NO. 25 OF 25 SHEETS GAS TRANSMISSION & DISTRIBUTION m PACIFIC GAS AND ELECTRIC COMPANY 84004096 0 Z SAN FRANCISCO, CALIFORNIA 11 117. 5 4 9 3 2 1 10 0 INCH 84004096-SO47-DT.dgn 30 -MAY -2018 14:15PM APPROVED PSRS 42193 BY - SUPV KSP4 DSGN SDS4 DWN SDS4 CHKD SME3 ISSUED FOR CONSTRUCTION 84004096 1 SD54 SME31 K1F7 -" OK 4 DESCRIPTION PM/SPEC DWN CHKD SUPV APVD BY DATE 5-30-18 REVISIONS �- �� �'� SCALES AS SHOWN 6 Ar - O S 70 m m j [71 FOLD C L k r. I V Ln IIF ' ( 3 r ,- #It -- ��! GAS TRANSMISSION m 1 9l ESTIMATING & DESIGN O F << ** c civ�� igTf OF CAl1F0��\P A .9 to W PIPELINE - DETAILS BILL OFMATL SHT-18 L- 142N MP 12.55 TO 12.91 DWG LIST REPLACE 2,029' OF 12.750" GAS MAIN TRACKING MKING R-746 BAKERSFIELD, CALIFORNIA o SHEET NO. 25 OF 25 SHEETS GAS TRANSMISSION & DISTRIBUTION m PACIFIC GAS AND ELECTRIC COMPANY 84004096 0 Z SAN FRANCISCO, CALIFORNIA 11 117. 5 4 9 3 2 1 10 0 INCH 84004096-SO47-DT.dgn 30 -MAY -2018 14:15PM