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HomeMy WebLinkAbout1.8-6825 Ph 3H C N WAI PGE TO: 5OUEEZE Elastni G 2' AWN REMOVE: (1) 2' PLASTIC CAP INSTALL: (1) 2' ELECTROFUSION COUPLING CODE: 02-1835 LOCATING WIRE PER GS&S A-90.2 2 APPLICANT TO: INSTALL: 2' PLASTIC PIPE 3' BEYOND THE EXISTING 2' GAS AWN CODE: 01-5079 (1) 2' PURGE CAP CODE 02-0578 (1) 1/2' BLIND END COUPLING CODE 02-1032 SPUR SLEEVE CONNECTOR RI(CODE: 30-1333) LOOTING WOVE TEXISTING z' HP PL PROPosEo z' HP PL GAS TIE-IN DETAIL "A" No SCALE PGE 70: SQUEEZE EXISTING 8' MAIN REMOVE: (1) Be PIASIIC CAP INSTALL: (1) Be ELECTROFUSION COUPLING CODE 02-1831 LOCATING WITS PER GS&S A-90.2 a APPLICANT TO: INSTALL: 8' PLASTIC PPE 4' BEYOND THE EXISTING Be GAS AWN CODE: 01-1785 1) Be PURGE CAP CDDI 02-0802 1 1' BLIND END COUPLING 02-0083 SPUR SLEEVE CONNECTOR (CODE: 30-1333) EDGING WINE TExIsnNG a' HP PL PROPOSED a' HP PL GAS TIE-IN DETAIL "B" NO SCALE 1' CTS Comity BLVD -END CPLG CODE: 02-0083 LOCATING WIRE (RUN ABOVE -GROUND PER A-902) 3 T IV11"CONSTAB / 2' I MIN. CTSENO rABDE: 02-0083 CPLr 1' CIS CONSTAR THREE-WAY TEECODE 02-1148NG CODE 02-1021 AT 1' SERIES 1100 EXCESS FLOW VALVE fCODE: 02-2918 INSTALL EXCESS FLOW VALVES AS CLOSE AS PRACTICAL TO SERVICE TEE. PER OSS ow N LL A-933 PG 7 OF 12 w 0. 2' x 1' SADDLE FUSION TAPPING TEE W/ SOCKET ounEr m CODE 02-9784 PROPOSED 2" HP PL TYPICAL BRANCH STUB SERVICE TIE-IN DETAIL Na SCALE NOTE: ALL SERVICES AND SUB -STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. M EXISTING a" HE PL PGE TO SQUEEZE AND GAUGE Be PL AWN PER GS&S A-93.1 INSTALL: (1) Be PLASTIC BUTT FUSION TEE CODE 02-0202 Be ELECTROFUSION COUPLING DE 02-X1/8231 TNG JX ' STAIOARD CODE 03 -OMI (GAUGE TAP) (2) 1/2' BLIND END COUPLING CODE 02-1032 LOCATING WOE PER GS&S A-90.2 5 SPLIT SLEEVE CONNECTOR (CODE 30-1333) LOOTING WTE 9" HP PL I T APPLICANT TO INSTALL 4' OF Be PIPE & Be PURGE CAP AFTER THE REDUCER GAS TIE-IN DETAIL "C" Na SCALE EIS STAIKN PER GS & S 0-10 BOX UD FINISH GRADE CODE: 04-3497 LOOP LOCATING WIRE P- VALVE BOX IN BOX PER A-90.2 CODE: 04-3498 1 LOCATING ARE I GAS MAIN ETS DETAIL Na SCALE ABOVE -GROUND SNB MARKER CODE: 37-0159 TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN APPLICANT TO: 1" CTS CCNSTAB Initials INSTALL' (41) Be PL/SITC RPE (SIRAIGFNn BUND -END CPLD CODE: 01-1788 SOL CODE: 02 -OM LOCATING YAWATING C (1) 8' PURGE CAP (RUN ABOVE -GMM CODE: 02-0802 UPWAGING 1' CONSPB CDUPLNG BLIND END COUPLING CODE 02-1021 CODE: 02-0083 GAS TIE-IN DETAIL "C" Na SCALE EIS STAIKN PER GS & S 0-10 BOX UD FINISH GRADE CODE: 04-3497 LOOP LOCATING WIRE P- VALVE BOX IN BOX PER A-90.2 CODE: 04-3498 1 LOCATING ARE I GAS MAIN ETS DETAIL Na SCALE ABOVE -GROUND SNB MARKER CODE: 37-0159 Plastic Pipe Data TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN Pressure 1" CTS CCNSTAB Initials Data of Test BUND -END CPLD SOL CODE: 02 -OM LOCATING YAWATING C C.&&S L-18 (RUN ABOVE -GMM 8' X 1090' RDLL UPWAGING 1' CONSPB CDUPLNG PER A-90.2) CODE 02-1021 Footage and Size / 1' SERIES 800 EXCESS FLOW VALVE PTA > CE CODE: 02-2917 Data Manufactured Ann INSTALL EXCESS FLOW VALVES AS CLOSE AS Footage and Size / PRACTICAL TO SERVICE TEE. PER GSS a Pipe Manufacture A-933 PG 7 OF 12 Date Manufactured a 2' • 1' SADDLE FUSDN TAPPING TEE PANAMA IN Foreman LAIN ID: >W// SOCKET OUTLET ForemanSignature: AF ,'U Cb0E: 02-9784 Q An g ATTACH EFV. I.D. TAG TO J CE STUB END USING THE LOC. WIRE. PROPOSED 2" HP PL a Plastic Pipe Data TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN Pressure Duration Initials Data of Test 12' NR SOL WARNING TAPEPa CD C C.&&S L-18 8' X 1090' RDLL UPWAGING m N 1011A TAPE CODE. 37-8047 Plastic Pipe Data Footage and Size / SDR / Wall Thickness PTA Pipe Manufacture 1T YNYN Data Manufactured T 0 PE 2406/2708 0 Other PE: Footage and Size / SDR / Wall Thickness a Pipe Manufacture V Date Manufactured Q¢ 0 PE 2406/2708 0 Other PE: PANAMA IN Foreman LAIN ID: Date--/-/- ate: / /Foreman ForemanSignature: List all plastic pipe by footage, Size, manufacture and date manufactured per Gas Design Standard A-931 GASLINE CAUTION TAPE FN9X GRACE o /anDn' /// anDn 10 12' NR SOL WARNING TAPEPa CD C C.&&S L-18 8' X 1090' RDLL UPWAGING m N 1011A TAPE CODE. 37-8047 TAPE NSTALATM ZONE owe Qgom PTA � 1T YNYN T z = C, an J GAS PIPELINE a PG&E Plan Check does not release the Applicant from responsibility to contruct the Facilities according to PG&E Standards. In the event of conflict during construction between PG&E Standards and the plans, PG&E Standards will control. FINAL APPROVAL: Gas ADE: Dame! A Oronnoo's�(925) 270-2272 Signature: Date: 327/2018 TYPICAL SINGLE STUB SERVICE TIE-IN DETAIL No scALE INSTALLATION TESTED OR INSPECTED AND NOTED ON DRAWING ALL CORROSION LEVELS SATISFACTORY PER PG&E GAS UTILITY STANDARD TD -41815 QUALIFIED EMPLOYEE DATE Corrosion mechanic's signature is required when a CPA boundary Is within the scope of the project ATTENTION FOREMAN PRIOR TO STARTING JOB, CONSULT AREA CORROSION MECHANIC FOR LOCATING WIRE INSTALLATION AND CATHODIC PRO- TECTION REQUIREMENTS CONTACT: MATT THOMPSON PHONE: (661) 342-7659 NOTIFIED U.S.A. DATE:- -- - -- -- -_ TICKET ff:_ OY: VICINITY MAP 9 10 GAS NOTES: 1. DEVELOPER TO INSTALL ALL GAS PIPE. 2, DEVELOPER TO DO ALL TRENCHING, BACKFILLING AND COMPACTING. 3. REFER TO TRENCHING COMPOSITE DRAWING FOR PRECISE LOCATION OF TRENCH, TRENCHING DETAILS, SHADING AND OCCUPANCY. T GAS PIPE REQUIRES SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E WILL INSPECT BACKFILL MATERIAL. 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO INSTALLATION OF GAS PIPE. 6, GAS REQUIRES AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE -CONSTRUCTION MEETING REQUIRED AT LEAST 2 WEEKS PRIOR TO START OF INSTALLATION. 6, CONSULT WITH PG&E REPRESENTATIVE PRIOR TO INSTALLING CONDUIT FOR GAS PIPE. 9, CONTACT PG&E REPRESENTATIVE PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 10, ALL EXCESS FLOW VALVES TO BE PLACED 5"-12" FROM GAS MAIN. 11, CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811) CONTRACTOR CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A-90, A-93 & A-93.1, A-93.3, B-90.1, B-90.2, B-90.3, B-91.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2, REFER TO GAS STANDARDS A-90, A-90.3 & A-93.1 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3, REFER TO GAS STANDARDS A-90.2, 0-10, 0-12, 0-13, 0-13.1, TD -4180S & TD -41815 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. T REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATON 5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6, PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-38 / TD -A -38B-001 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET P.G.&E. COVER AND CLEARANCE REQUIREMENTS. REFER TO UO STANDARD 55453. & RiF LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT 811. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 10, THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 11. USE //10 WIRE ON ALL MAINS AND SERVICES. 12. REFER TO GAS STANDARD J-15 FOR GAS METER LOCATIONS. APPLICANT TO VERIFY RIGHT OF WAY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PUBLIC UTILITY EASEMENT AND/OR PD PLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK EASEMENT ACQUISITION PRIOR TD CONSTRUCTON AT NO COST TO PG&E. LEGEND: - - - - - PROPOSED SERVICE - - PROPOSED MAIN LINE EXISTING GAS FACILITY PROPOSED 5 -LB ZINC ANODE PROPOSED 8' X 5' X 12" BELLHOLE (12" UNDER PIPE) -/H EFV PROPOSED EXCESS FLOW VALVE EQ PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK aPROPOSED REDUCER DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY BRENDA ELRICH (559) 347-5050 PG&E GAS AGE RECAP 1. INSTALL 1,380' OF 8" HP PL MAIN 1794' IS BETTERMENT) 2. INSTALL 1,645' OF 2" HP PL MAIN 1108' IS BETTERMENT) 3. INSTALL (3) ETS STATIONS 4. INSTALL (3) 5# ZINC ANODES 5. INSTALL (35) ABOVE -GROUND STUB MARKERS 6. INSTALL (3) 1" EFV VALVES 800 SERIES 7. INSTALL (16) 1" EFV VALVES 1100 SERIES 8. INSTALL (35) 1" PL SERVICE STUBS (632') 9. INSTALL (35) 1" PL SERVICE COMPLETIONS (875') 1o.TIE-INS (2) 8" PL x 3" PL (BY PGE) 11, TE -INS (2) 2" PL X 2" PL (BY PGE) L PM# 31365163 NOTIFICATION# 113748506 WALL MAP: 5125-A8, 5126-A1 EMERGENCY ZONE: KE 32-A CATHODIC PROTECTION AREA NUMBER: TBD THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSI NOP: 47 PSI o ffiITE 10 ESIC SOL c9 CD C Awo TOZ AS, m N 0 WHITE LN owe Qgom PTA � , 5 z = C, an J ® a W V O 2 Q¢ O PANAMA IN m U 2 W 0 Q O_ W J P a � a 61 Z CE) CEP O 2 cz O V V z o w d LOS � U AP z AP ED o N up E H N M- PO 1 ^ Q � N E w m 70FER7 D E-1 TAFT HWY a ORIS ALLAIN CJ C23 TS VICINITY MAP 9 10 GAS NOTES: 1. DEVELOPER TO INSTALL ALL GAS PIPE. 2, DEVELOPER TO DO ALL TRENCHING, BACKFILLING AND COMPACTING. 3. REFER TO TRENCHING COMPOSITE DRAWING FOR PRECISE LOCATION OF TRENCH, TRENCHING DETAILS, SHADING AND OCCUPANCY. T GAS PIPE REQUIRES SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E WILL INSPECT BACKFILL MATERIAL. 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO INSTALLATION OF GAS PIPE. 6, GAS REQUIRES AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE -CONSTRUCTION MEETING REQUIRED AT LEAST 2 WEEKS PRIOR TO START OF INSTALLATION. 6, CONSULT WITH PG&E REPRESENTATIVE PRIOR TO INSTALLING CONDUIT FOR GAS PIPE. 9, CONTACT PG&E REPRESENTATIVE PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 10, ALL EXCESS FLOW VALVES TO BE PLACED 5"-12" FROM GAS MAIN. 11, CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811) CONTRACTOR CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A-90, A-93 & A-93.1, A-93.3, B-90.1, B-90.2, B-90.3, B-91.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2, REFER TO GAS STANDARDS A-90, A-90.3 & A-93.1 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3, REFER TO GAS STANDARDS A-90.2, 0-10, 0-12, 0-13, 0-13.1, TD -4180S & TD -41815 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. T REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATON 5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6, PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-38 / TD -A -38B-001 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET P.G.&E. COVER AND CLEARANCE REQUIREMENTS. REFER TO UO STANDARD 55453. & RiF LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT 811. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 10, THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 11. USE //10 WIRE ON ALL MAINS AND SERVICES. 12. REFER TO GAS STANDARD J-15 FOR GAS METER LOCATIONS. APPLICANT TO VERIFY RIGHT OF WAY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PUBLIC UTILITY EASEMENT AND/OR PD PLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK EASEMENT ACQUISITION PRIOR TD CONSTRUCTON AT NO COST TO PG&E. LEGEND: - - - - - PROPOSED SERVICE - - PROPOSED MAIN LINE EXISTING GAS FACILITY PROPOSED 5 -LB ZINC ANODE PROPOSED 8' X 5' X 12" BELLHOLE (12" UNDER PIPE) -/H EFV PROPOSED EXCESS FLOW VALVE EQ PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK aPROPOSED REDUCER DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY BRENDA ELRICH (559) 347-5050 PG&E GAS AGE RECAP 1. INSTALL 1,380' OF 8" HP PL MAIN 1794' IS BETTERMENT) 2. INSTALL 1,645' OF 2" HP PL MAIN 1108' IS BETTERMENT) 3. INSTALL (3) ETS STATIONS 4. INSTALL (3) 5# ZINC ANODES 5. INSTALL (35) ABOVE -GROUND STUB MARKERS 6. INSTALL (3) 1" EFV VALVES 800 SERIES 7. INSTALL (16) 1" EFV VALVES 1100 SERIES 8. INSTALL (35) 1" PL SERVICE STUBS (632') 9. INSTALL (35) 1" PL SERVICE COMPLETIONS (875') 1o.TIE-INS (2) 8" PL x 3" PL (BY PGE) 11, TE -INS (2) 2" PL X 2" PL (BY PGE) L PM# 31365163 NOTIFICATION# 113748506 WALL MAP: 5125-A8, 5126-A1 EMERGENCY ZONE: KE 32-A CATHODIC PROTECTION AREA NUMBER: TBD THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSI NOP: 47 PSI z o 10 ESIC c9 CD Awo xr AS, m N 0 owe Qgom PTA � , z = C, an J ® CO W V O 2 Q¢ O d m U 2 W 0 Q O_ W J a m a 61 CE) CEP O cz ¢ V V z o w d LOS � U AP z AP ED o N up E H N Y ^ 1 z � N E w m E-1 � a CJ C23 O U U tl as S+ z_ Ad O upm 0 dr, E Ef .I z " F, w v a LiJ � Z o a o w ■t■I U z o ESIC CD Awo xr AS, m N - owe Qgom � , z = C, an J ® � w O DEC W V O 2 Q¢ d Q U U 2 W 0 Q !n 0 6 5 4 3 2 1 INCH 0 1.8-6825 Ph 3 ESIC CD xr � Q � = z Un W[r Y O C7 E,, I. W J a m a 61 CE) CEP O cz ¢ o CXJ J LOS � FD E'Q ED o N � H Y Q w m > C23 0 0 z_ w 0 a 0 6 5 4 3 2 1 INCH 0 1.8-6825 Ph 3 1.8-6825 Ph 3