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HomeMy WebLinkAbout1.8-6757 Ph 2I 107 t FAI 2 3 PGE TO: SQUEEZE EXIST. 2" MAIN REMOVE: (1) 2* PLASTIC CAP INSTALL- (1) 20 ELECTROFUSION CODE: 02-1635 LOCATING WIRE PER GS&S A-90.2 T 4 5 I 6 I 7 8 9 I 10 GASLINE CAUTION TAPE FINISH GRADE WARNING TAPE - G.S.&S L-16 8* X 10000 ROLL TERA TAPE CODE-. 37-9947 EXIS71NG 2" HP PL PROPOSED 2* HP PL GAS TIE-IN DETAIL "A" EM (1 ) 1' CTS 3 -WAY BLIND END WYE a- w CODE: 02-1547 1 V) = 0 0 CL z 0 w (1) 2' x 1" PERMASERT SADDLE CL FUSION TAPPING TEE CODE: 01 -8725 PROPOSED 2" HP PL TYPICAL STUB SERVICE TIE-IN DETAIL. NO SCALE N OTE-4 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. NO SCALE MIN. WARNING TAPE INSTALA710N ZONE 12" MIN. GAS PIPELINE I PLASTIC PIPE INSPECTION/DATA FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: OPE 2406 (YEL) OPE 2408 (1/4"CTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: ❑ PE 2406 (YEL) 0 PE 2408 (1/eCTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: OPE 2406 (YEL) CIPE 2408 (1/4"CTS) LIST ALL PLASTIC PIPE BY FOOTAGE SIZE MANUFACTURER AND DATE MANUFACTURED PER STANDARD A93.1 ATTENTION FOREMAN PRIOR TO STARTING JOB, CONSULT AREA CORROSION MECHANIC FOR LOCATING WIRE INSTALLATION AND CATHODIC PRO- TECTION REQUIREMENTS CONTACT. SAM HENRY PHONE: 661-342-0855 NOTIFIED U.S.A. DATE: TICKET BM BY.. TEST AT 100-110 PS FOR MINMUM OF 5 MIN. PRESSURE DURATION INITIALS DATE OF TEST PLASTIC PIPE DATA SIZE MANUFACTURED DATE OF MANUFACTURE its 2 It 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. 4. 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 (1p 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. 8. 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 8"-12" FROM GAS MAIN. 11. CALL U.S.A. AT LEAST 48 HRS PRIOR M TRENCHING (DIAL 811) C�Ohi1RACfi0R EN 1. REFER TO GAS STANDARDS A-90, A-91 & A-93.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A-90, A-90.2t A-90.3 & A-91 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A-90.2, 0-12, 0-13. 0-13.1 & 0-16 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. 40 REFER, TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATION 5. REFER M GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6. PACIFIC GAS AND ELECTRIC M PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-38 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 S5453. 8. THE 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 M 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. APPLICANT TO VERIFY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE MIT APPLICANT PUBLIC UTILITY EASEMENT AND/OR PUBLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK FEAUEUMCeENT ACQUISITION PRIOR TO CONSTRUCTION B S A T 0 T NO COST TO PG&E. LEGEND: PROPOSED SERVICE PROPO.-SED MAIN LINE.. :..:FACILITY Xr NG GAS ' PROPOSED 5-LB ZINC ANODE M-41 PROPOSED EXTENDED RANGE BALL MARKER (37-- -4944) EFV PROPOSED EXCESS FLOW VALVE McKEE RD* (EM (1) 1" CTS BLIND CPLG PROJECT. w CODE: 01 -5608 SITE INSTALL EXCESS FLOW VALVES 8*-12* w FROM SERVICE TEE, PER GSS A-93.3 PG 4 OF 6 o. LAJ moor (1) 1" EXCESS FLOW VALVE Zw =) 0 CODE: 02-0953 w > a (1) 2" x 1" PERMASERT SADDLE V) Q o w FUSION TAPPING TEE CODE: 01 -8725 F_ up) a. TAFT HWY CO ATTACH EFV, I.D. TAG TO PROPOSED 2" HP PL STUB END USING THE LOC. WIRE. TYPICAL SINGLE STUB SERVICE TlE -1N DETAiL PLASTIC PIPE INSPECTION/DATA FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: OPE 2406 (YEL) OPE 2408 (1/4"CTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: ❑ PE 2406 (YEL) 0 PE 2408 (1/eCTS) FOOTAGE AND SIZE: PIPE MANUFACTURER: DATE MANUFACTURED: OPE 2406 (YEL) CIPE 2408 (1/4"CTS) LIST ALL PLASTIC PIPE BY FOOTAGE SIZE MANUFACTURER AND DATE MANUFACTURED PER STANDARD A93.1 ATTENTION FOREMAN PRIOR TO STARTING JOB, CONSULT AREA CORROSION MECHANIC FOR LOCATING WIRE INSTALLATION AND CATHODIC PRO- TECTION REQUIREMENTS CONTACT. SAM HENRY PHONE: 661-342-0855 NOTIFIED U.S.A. DATE: TICKET BM BY.. TEST AT 100-110 PS FOR MINMUM OF 5 MIN. PRESSURE DURATION INITIALS DATE OF TEST PLASTIC PIPE DATA SIZE MANUFACTURED DATE OF MANUFACTURE its 2 It 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. 4. 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 (1p 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. 8. 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 8"-12" FROM GAS MAIN. 11. CALL U.S.A. AT LEAST 48 HRS PRIOR M TRENCHING (DIAL 811) C�Ohi1RACfi0R EN 1. REFER TO GAS STANDARDS A-90, A-91 & A-93.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A-90, A-90.2t A-90.3 & A-91 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A-90.2, 0-12, 0-13. 0-13.1 & 0-16 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. 40 REFER, TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATION 5. REFER M GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6. PACIFIC GAS AND ELECTRIC M PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-38 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 S5453. 8. THE 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 M 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. APPLICANT TO VERIFY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE MIT APPLICANT PUBLIC UTILITY EASEMENT AND/OR PUBLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK FEAUEUMCeENT ACQUISITION PRIOR TO CONSTRUCTION B S A T 0 T NO COST TO PG&E. LEGEND: PROPOSED SERVICE PROPO.-SED MAIN LINE.. :..:FACILITY Xr NG GAS ' PROPOSED 5-LB ZINC ANODE M-41 PROPOSED EXTENDED RANGE BALL MARKER (37-- -4944) EFV PROPOSED EXCESS FLOW VALVE VICINITY MAP DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY DOMINIC OTHART (661) 398-5817 PG&E GAS ADE RECAP 1. INSTALL 2,308' OF 2" HP PL MAIN 2. INSTALL (3) 5# ZINC ANODES AND (27) EM MARKERS 3. INSTALL (4) 1" EFV VALVES ON SINGLE SERVICES 4. INSTALL (24) 1" PL SERVICE STUBS (816*) 5. INSTALL (45) 11* PL SERVICE COMPLETIONS (1,1250) 6. TIE-INS (3) 2" PL X 200 PL (BY PGE) PG&E Plan Check does not relem the ,Applicant from responsibility to construct the facUities L 5.5 O V p" f __' il, according to PG&E Standards. F.- 0414 41rz In the event of a confUct &ubg constucam Al between PG&E Standards and the plans, PG&E .� � ` ' L ro Standards will control val: Final jkppro ee� AE t1E C PLAT. 5126 -- C6, C7 M.A.O.ps 55' PSI G, NOP-51 PSIG C.P.A./C.P.S 512600 T.B.A. T-01 EMERGENCY ZONE: 6 5 4 Cn McKEE RD* PROJECT. SITE Z� 0 LAJ moor Zw =) 0 00 V) Q � � F_ up) TAFT HWY CO V) &0 NTS VICINITY MAP DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY DOMINIC OTHART (661) 398-5817 PG&E GAS ADE RECAP 1. INSTALL 2,308' OF 2" HP PL MAIN 2. INSTALL (3) 5# ZINC ANODES AND (27) EM MARKERS 3. INSTALL (4) 1" EFV VALVES ON SINGLE SERVICES 4. INSTALL (24) 1" PL SERVICE STUBS (816*) 5. INSTALL (45) 11* PL SERVICE COMPLETIONS (1,1250) 6. TIE-INS (3) 2" PL X 200 PL (BY PGE) PG&E Plan Check does not relem the ,Applicant from responsibility to construct the facUities L 5.5 O V p" f __' il, according to PG&E Standards. F.- 0414 41rz In the event of a confUct &ubg constucam Al between PG&E Standards and the plans, PG&E .� � ` ' L ro Standards will control val: Final jkppro ee� AE t1E C PLAT. 5126 -- C6, C7 M.A.O.ps 55' PSI G, NOP-51 PSIG C.P.A./C.P.S 512600 T.B.A. T-01 EMERGENCY ZONE: 6 5 4 Cn 0 Q_ :m 0 0 z z Ld o t� oc oc V) w CON Clk.2 CO V) &0 C> C) • a CD C> m C> C> C/I Al 0. m CID Cq P4 Cu too- Cn .01!4 Q coo co cft k 1 COQ 0 - � N M )=m4 Lo Ln 0-04 L&A 0 r= C%4 CD 00 >. 00 amp Ql�l m U-31 ulk %...0 ca C> =0 M W III * 0 b j .. Ce C> < CL :nE Or. CL 0. CL UJI m co 0 Q_ :m 0 0 z z Ld o t� oc oc 40 IV 4L.-.) C> o � w �j � � W z 0 It 2 (�f 7L­7 INCH 0 V) w Clk.2 V) C> C) L.A. m 40 IV 4L.-.) C> o � w �j � � W z 0 It 2 (�f 7L­7 INCH 0 10 � 11 -1 - -1 E � T D 10 12 � 13 14 ��3 15 16 17 18 I p ✓r i i I 5# ZA I U l�� kk ljj� INST�ALL 1311 (0) 1 f%r n" Un MI 1AAM 40 2 I 3 FUTURE SERVICE- 39 51 � 0 rft, 3 i � Z 49 50 � i 5# ZA-- -- STUB 5' PAST IMPROVEMENTS 5 c - / 7 PAP \ 10 i g 8 r I_1 101 PUE 14 f / 84' LONG -_ I SIDE SERVICE 18 19 (NEW) 20 10' PlJE ---� 6* L 12 (EXISTING) 22�A`Dr 23 1 24 25 i 26 old� PLAT 5126 -C6, C7 M.A.O.P. 55 PSIG, NOP =51 PSIG C.P.A. /C.P.S 512600 NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL T.B.A. T -01 DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. EMERGENCY ZONE: - 6 5 4 3 � W i L�J w 1 .,b. c*%4 co m .-- r� � O .. C> Ca .�.,.... cn• n. � o cn x co co cri 04 z LL ..� w ■ coM r 1 C.7 t,� o .. -CA F-- c cn >` m Z ch M W all C> .. �. lw- Lu Q ct Ica a. i 4 cn a v d I � 4 VIVO Li oc C I t/� a> w c.� I w 0 I z V) w z w Q • C\2 --- ak:: z W � cn �.." � 0Q(n C3 O in W � � W V) J C) z Z �C °a r U Z Z La cc O i o Z I_1 101 PUE 14 f / 84' LONG -_ I SIDE SERVICE 18 19 (NEW) 20 10' PlJE ---� 6* L 12 (EXISTING) 22�A`Dr 23 1 24 25 i 26 old� PLAT 5126 -C6, C7 M.A.O.P. 55 PSIG, NOP =51 PSIG C.P.A. /C.P.S 512600 NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL T.B.A. T -01 DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. EMERGENCY ZONE: - 6 5 4 3 � W i L�J w 1 .,b. c*%4 co m .-- r� � O .. 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