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HomeMy WebLinkAbout1.8-7299 Ph 7EI ME 1 2 C T T C 5 SUBSTRUCTURES RECAP BACKFILL SURFACE G (GAS) - 12' N $ e E 3a' SUBSTRUCTURE PM Transformer #5 Box TOTAL 1 1 COMPANY PG&E PG&E TRENCH AGENT APPLICANT APPLICANT 6" 6" 1• 1V X X 12' X X T (TELEPFONE) DB 12' 1' - #2 Box #2E Box 2 2 PG&E PG&E APPLICANT APPLICANT 2" 2" (CATV) X XX 1' X - 12' 12' 12' 24' 5 #3 Box #2 NOW 2 5 AT&T CABLE APPLICANT APPLICANT 2" 2" 3' iX X 30' X X (PRIMARY) 12' 12' Underground Service Alert Cal: TOLL FRSE e11 lwa MOA.IXa WR REWRE 1Ee qa NOTIFIED U.S.A. DATE: TICKET / BY: MINIMUM COVER AND CLEARANCES MINIMUM SEPARATOR. FROM 3 4 5 6 FIELD CONFLICTS WE UTILITY CLEARANCES THE MINIUM AUU MBLE SEPAAAIgII BOWER. THE EDGE OF THE JOM CONIM TO BE MANAGED IN -THE -110 PER P"dE SfNIIWOS NL MIGH AND THE EDS OF AW IlEr FROM TRIN71 IS Y NN TR FNN APPAWtI FROM BORE INSPECTOR PR4NU OF A MNNN OF I' OF UIBSIUREO DABI OR THE F SINUATNN OF A SEARLE BARRIER. 4 1 +ASK I s �y w ,D' P.U.E. w a 15 14 13 1 1 SWR GS = _ `" Q _ 10. `� C2 a n < C i 2 ED A / a / iii / 1 r _ �N1 UI I \ _ src 2 A sv R I "nl PST" I EVER \ CPsTO 45' I Ib - T - w 0 4 w 3 3 GST 2 IrC�cz 3 D ` v . r a w csTc AR 5 swR B 10' PRE. --- - ----- \ �- W A 12 D AVENUES N I PTC _ 44' PRIVATE LANDS�AQE LOT B 8 9 sC 7 16 17 181 191 I TYPICAL TYPICAL C T T C 5 P SL MIN. COVER G (GAS) - 12' 12' 12' 6' 12' 6' 3a' T (TELEPHONE) DUCT 12' - 1- 1• 1V 1V 12' 24' T (TELEPFONE) DB 12' 1' - 1' 12. 1Y 1Y 2C C (CATV) 12' 1' 1' - 12' 12' 12' 24' 5 (SECONDARY) 6. 12' 1T 12' S 3' Y 30' P (PRIMARY) 12' 12' 12' 12' 3' 3' Y 30' SID (STREETLIGHT) 6' 12' 12' 12' 3' 3' Y 30' RE (FOREIGN ELECTRIC) 1V 12' 12' 1Y 1Y 12" 12• 30• MINIMUM COVER AND CLEARANCES MINIMUM SEPARATOR. FROM 3 4 5 6 FIELD CONFLICTS WE UTILITY CLEARANCES THE MINIUM AUU MBLE SEPAAAIgII BOWER. THE EDGE OF THE JOM CONIM TO BE MANAGED IN -THE -110 PER P"dE SfNIIWOS NL MIGH AND THE EDS OF AW IlEr FROM TRIN71 IS Y NN TR FNN APPAWtI FROM BORE INSPECTOR PR4NU OF A MNNN OF I' OF UIBSIUREO DABI OR THE F SINUATNN OF A SEARLE BARRIER. 4 1 +ASK I s �y w ,D' P.U.E. w a 15 14 13 1 1 SWR GS = _ `" Q _ 10. `� C2 a n < C i 2 ED A / a / iii / 1 r _ �N1 UI I \ _ src 2 A sv R I "nl PST" I EVER \ CPsTO 45' I Ib - T - w 0 4 w 3 3 GST 2 IrC�cz 3 D ` v . r a w csTc AR 5 swR B 10' PRE. --- - ----- \ �- W A 12 D AVENUES N I PTC _ 44' PRIVATE LANDS�AQE LOT B 8 9 sC 7 16 17 181 191 I TYPICAL TYPICAL DISTRIBUTION TRENCH SERVICE TRENCH TRENCH -STREET AREA: Ra! 1B" MIN. 000 BACKFlLL PAVE (559) 347-5152 1W MIN. DALEYOUNGBLOOD EXCAVATE / TRENCH / BACKSIDE 000 ISN (661) 395-3351 I 000 PERMIT -ENCROACHMENT: APPLY +SECURE r c M1a. M Z p Z 0 C -Da w W w J (Na &e) (PREFERRED c�a I Y 5 w C-4 ^ W T C S T C ElfFUTURE E�m [PHASE 5] WILL INTERCEPT p0 AND EXTEND EZIsnNc 1-2" z 0 G 0 6 Ducr FOR 1-1/GA FPR P In S Nan SL 21 kV PRIMARY J 6 s" wrlN. G PRIMARY SECONDARY/SERVICE WORK PM. 31393621 [PHASE 71 ALONGSIDE PM: 31393620 [PHASE 51. P H A S E 5, 3 10 SWR Isw r 231 AND EXTEND TIE-IN = I 221 2-2' CONDUIT ELF)LEE FOR BELLHOLE FOR UTILITY TI N. C) I 211 F^ M T,a i 201 0 on ex ISO / (A 241 / pl, N 1-4 C 4�0 iPX IN 1_7" 10 11 P H A S E 5 251 261 u 6 vR 7 2 �j B 9 271 PEMBERLEY PASSAGE AVENUE ' I I 281 7 8 NOTES: APPLICANT TRENCH 1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT DIAL 811 2. SPECIFIC CONDITIONS REQUIRED BY PG&E FOR JOINT TRENCH WORK ARE OUTLINED IN PG&E'S UTILITY OPERATIONS STANDARD S5453. 3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED IN U.O. STANDARD S5453, EXHIBIT B. 4. PG&E INSPECTOR TO APPROVE ALL EXCAVATIONS AND TRENCHES (LOCATION AND BACKFILL MATERIAL) PRIOR TO BACKFILLING. 5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL. B. MINIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACILITIES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. S. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG&E COVER AND CLEARANCE REQUIRMENTS. REFER TO G.S. STANDARD UO -55453 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% 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. Ii. APPLICANT TO PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT (BARRIER POSTS, FENCES, ETC...) REQUIRED BY PG&E. 12. THE APPLICANT/CONTRACTOR WILL ACCEPT RESPONSIBILITY OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING, ETC..) FOR A PERIOD OF TWO (2) YEARS OR AS SPECIFIED IN THE PERMIT, WHICHEVER IS LONGER. 13. TRENCHING AGENT MUST MAINTAIN A MINIMUM OF THREE (3) FEET BETWEEN THE CLOSEST EDGE OF ANY PARALLEL UTILITY TRENCH AND THE AND THE CLOSEST EDGE OF ANY WET FACILITY. 14. PG&E MUST RECEIVE THE INSPECTION CLEARANCE FROM THE CITY / COUNTY BUILDING INSPECTION DEPARTMENT, PRIOR TO THE GAS METER INSTALLATION. 15. FOR METER INSTALLATION CONTACT PG&E PROJECT REP. OR CUSTOMER CONTACT CENTER AT 1-800-743-5000 CONSTRUCTION NOTES: 1. CUSTOMER IS RESPONSIBLE FOR OBTAINING NECESSARY ENCROACHMENT PERMITS AS REQUIRED BY LOCAL CITY, COUNTY, OR STATE AUTHORITIES. 2. CUSTOMER WILL BE REQUIRED TO INSTALL APPROVED SHORING FOR ANY TRENCH ACCORDING TO STATE EXCAVATION SAFETY STANDARDS. 3. CUSTOMER WILL PERFORM ALL TRENCHING, BORING, SUBSTRUCTURE EXCAVATION, BACKFILLING, COMPACTION & PAVEMENT REPLACEMENT OPERATIONS AS NECESSARY . SCHEDULE TRENCH INSPECTION AT LEAST 48 HOURS IN ADVANCE OF TRENCHING. 4. CUSTOMER IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER & STORM DRAINS, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG&E COVER REQUIREMENTS AND 6" MINIMUM CLEARANCE. MAINTAIN AT LEAST 5' OF SEPARATION BETWEEN UTILITY TRENCH & ANY PARALLEL WATER, SEWER, OR STORM DRAIN TRENCH. 5. THE LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, STORM DRAIN OR OTHER LINES SHALL BE DETERMINED BY THE CUSTOMER. THE CUSTOMER SHALL NOT RELY ON PG&E TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION.) CALL USA AT B71 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 6. CUSTOMER WILL BE REQUIRED TO REMOVE & REPLACE TRENCH SPOIL WITH SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, & ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 7. CUSTOMER WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. B. MAINTAIN MINIMUM OF 2' BETWEEN SPOIL BANK AND EDGE OF TRENCH. 9. CUSTOMER TO BACKFILL AND HAND TAMP DIRT AROUND RISER. 0 WORK SUMMARY UTILITY CONTACT qa a TRENCH -STREET AREA: Ra! EXCAVATE/ TRENCH / BORE / 000 BACKFlLL PAVE (559) 347-5152 TRENCH -PVT PROPERTY: DALEYOUNGBLOOD EXCAVATE / TRENCH / BACKSIDE 000 ISN (661) 395-3351 I 000 PERMIT -ENCROACHMENT: APPLY +SECURE r c M1a. M Z p Z 0 C -Da w W w J c�a I Y 5 w C-4 ^ W PM:31393620 ElfFUTURE E�m [PHASE 5] WILL INTERCEPT p0 AND EXTEND EZIsnNc 1-2" z 0 6 Ducr FOR 1-1/GA FPR 21 kV PRIMARY J pl, N 1-4 C 4�0 iPX IN 1_7" 10 11 P H A S E 5 251 261 u 6 vR 7 2 �j B 9 271 PEMBERLEY PASSAGE AVENUE ' I I 281 7 8 NOTES: APPLICANT TRENCH 1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT DIAL 811 2. SPECIFIC CONDITIONS REQUIRED BY PG&E FOR JOINT TRENCH WORK ARE OUTLINED IN PG&E'S UTILITY OPERATIONS STANDARD S5453. 3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED IN U.O. STANDARD S5453, EXHIBIT B. 4. PG&E INSPECTOR TO APPROVE ALL EXCAVATIONS AND TRENCHES (LOCATION AND BACKFILL MATERIAL) PRIOR TO BACKFILLING. 5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL. B. MINIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACILITIES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. S. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG&E COVER AND CLEARANCE REQUIRMENTS. REFER TO G.S. STANDARD UO -55453 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% 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. Ii. APPLICANT TO PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT (BARRIER POSTS, FENCES, ETC...) REQUIRED BY PG&E. 12. THE APPLICANT/CONTRACTOR WILL ACCEPT RESPONSIBILITY OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING, ETC..) FOR A PERIOD OF TWO (2) YEARS OR AS SPECIFIED IN THE PERMIT, WHICHEVER IS LONGER. 13. TRENCHING AGENT MUST MAINTAIN A MINIMUM OF THREE (3) FEET BETWEEN THE CLOSEST EDGE OF ANY PARALLEL UTILITY TRENCH AND THE AND THE CLOSEST EDGE OF ANY WET FACILITY. 14. PG&E MUST RECEIVE THE INSPECTION CLEARANCE FROM THE CITY / COUNTY BUILDING INSPECTION DEPARTMENT, PRIOR TO THE GAS METER INSTALLATION. 15. FOR METER INSTALLATION CONTACT PG&E PROJECT REP. OR CUSTOMER CONTACT CENTER AT 1-800-743-5000 CONSTRUCTION NOTES: 1. CUSTOMER IS RESPONSIBLE FOR OBTAINING NECESSARY ENCROACHMENT PERMITS AS REQUIRED BY LOCAL CITY, COUNTY, OR STATE AUTHORITIES. 2. CUSTOMER WILL BE REQUIRED TO INSTALL APPROVED SHORING FOR ANY TRENCH ACCORDING TO STATE EXCAVATION SAFETY STANDARDS. 3. CUSTOMER WILL PERFORM ALL TRENCHING, BORING, SUBSTRUCTURE EXCAVATION, BACKFILLING, COMPACTION & PAVEMENT REPLACEMENT OPERATIONS AS NECESSARY . SCHEDULE TRENCH INSPECTION AT LEAST 48 HOURS IN ADVANCE OF TRENCHING. 4. CUSTOMER IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER & STORM DRAINS, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG&E COVER REQUIREMENTS AND 6" MINIMUM CLEARANCE. MAINTAIN AT LEAST 5' OF SEPARATION BETWEEN UTILITY TRENCH & ANY PARALLEL WATER, SEWER, OR STORM DRAIN TRENCH. 5. THE LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, STORM DRAIN OR OTHER LINES SHALL BE DETERMINED BY THE CUSTOMER. THE CUSTOMER SHALL NOT RELY ON PG&E TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION.) CALL USA AT B71 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 6. CUSTOMER WILL BE REQUIRED TO REMOVE & REPLACE TRENCH SPOIL WITH SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, & ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 7. CUSTOMER WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. B. MAINTAIN MINIMUM OF 2' BETWEEN SPOIL BANK AND EDGE OF TRENCH. 9. CUSTOMER TO BACKFILL AND HAND TAMP DIRT AROUND RISER. 0 WORK SUMMARY UTILITY CONTACT qa a TRENCH -STREET AREA: Ra! EXCAVATE/ TRENCH / BORE / 000 BACKFlLL PAVE (559) 347-5152 TRENCH -PVT PROPERTY: DALEYOUNGBLOOD EXCAVATE / TRENCH / BACKSIDE 000 GAS PIPE RE GAS STUBS: (661) 395-3351 PROVIDE + INSTALL 000 PERMIT -ENCROACHMENT: APPLY +SECURE OHO 10 GAS PRIMARY ELECTRIC SECONDARY ELECTRIC TELEPHONE CABLE STREET LIGHTS GPST L YU TRENCH FOOTAGE TRENCH IDENTIFIER LEGEND G GAS P ELECTRIC PRIMARY S ELECTRIC SECONDARY/SERVICE T TELEPHONE C CABLE TV L STREETLIGHT ------- SERVICE TRENCH ------- FUTURE SERVICE COMPLETION MAIN LINE TRENCH EXISTING UNDERGROUND FACILITY -.TO-PROPOSED OR EXISTING DOMESTIC WATER ED PROPOSED STORM DRAIN -SWR PROPOSED SANITARY SEWER I PROPOSED BELLHOLE 5'x 5'x 4' PROPOSED PADMOUNT TRANSFORMER [] 3' x 5' x 3'6" PRIMARY ENCLOSURE L 17" x 30" x 18" SECONDARY BOX [2E] 17" x 30" x 26" SECONDARY BOX OUT, 24" x 36" x 18" TELEPHONE BOX LCET 17" x 30" x 18" CABLE BOX / SLASH INDICATES CHANGE IN OCCUPANCY cPSTCL INDICATES TRENCH FOOTAGE & OCCUPANCY 234 CONTRACTOR CONSTRUCTION REFERENCES: 1. REFER TO GAS STANDARDS A-90 & A-91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A-90.1 & A-91.2 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A-90.2 & A-90.3, D-12, D-13.1 & D-14 FOR TYPICAL ANODE & LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. 4. REFER TO GAS STANDARDS A-91.3 & A-91.4 FOR TYPICAL GAS SERVICE RISER INSTALLATION. 5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES. 6. PG&E TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PERGAS STANDARD A-38. Ea� N VICINITY MAP CONSTRUCTION NOTE: GAS PIPELINE UNDERGROUND WARNING TAPE TO BE INSTALLED ABOVE GAS PIPE IN ALL TRENCHES AS SHOWN IN DETAILBELOW. CAUTION CAUTION GAS LINE BURIED BELOW GAG WARNING T E UNDERGROUND wWT NGTAPE GODSuETTER V ELLOW TAPE WITH BLACK LETTERING. FINISH GRADE ;211N.12" WARNING TAPE STALLATION ZONE WARNING TAPE GAS PIPELINEN. 12" SUBSTRUCTURE VERIFICATION STAMP PLEASE NOTE AND SIGN ALL P.c.& E. ENCLOSURES AND BOXES HAVE BEEN SET To GRADE ACCORDING To GRADE STAKES PROVIDED BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE -ADJUST BOXES AT A LATER DATE WILL BE BILLED To THE DEVELOPER. PLEASE HAVE YOUR Joe SOP. SERI EY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN AND DATE DRAWING. THANK YOU SIGNED DATE PROJECT CONDITIONS STAMP Type(s) of Work: X❑ New Business ❑ PG&E Maintenance & Construction Project Conditions: ❑X NONE APPARENT (if Project design changes, contact ADE) or ❑ CONDITIONS APPLY: ❑ PERMITS ❑ TAILBOARD ❑ OTHER (Provide additional information on line below) ,Belinda Gursky, BABG, 10/09/19 SIGNATURE, NAME, [CORPORATE ID), DATE PG&E REP. LARRY HOFF PHONE: 661-398-5712 ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM: UTILITY CONTACT TELEPHONE PG&E GAS BELINDA GURSKY (559) 347-5038 PG&E ELECTRIC NICK DENNISON (559) 347-5152 AT&TTELEPHONE DALEYOUNGBLOOD (661)631-3330 CHARTER GREG EOFF (661) 395-3351 6 5 4 3 2 WE wccn W H- w Z W C\2 U 4 c M1a. (n Z p Z 0 C -Da w W w c�a Z in w C-4 ^ W Q'r m E�m E-� z 0 6 1.8-7299 PH 7 W H- w O 4 (M1 (n p Z 0 C -Da w W w c�a rn�� w C-4 ^ LLJ a E= E�m E-� _ z x z 0 1 INCH 0 1.8-7299 PH 7