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HomeMy WebLinkAbout1.8-6250 Ph 14PROJECT CONDITIONS STAMP Type(s) of Work: RX❑ New Business El PG&E Maintenance & Construction Project Conditions: 0 NONE APPARENT (if project design changes, contact ADE) or ❑ CONDITIONS APPLY: F-1 PERMITS ❑ TAILBOARD F-1 OTHER (Provide additional information on line below) BY. Courtney Bccorn cdb9 8/23/14 SIGNATURE, NAME, [CORPORATE ID], DATE PRIMARY ELECTRIC SECONDARY ELECTRIC TELEPHONE CABLE STREETLIGHT PSTCL TRENCH FOOTAGE TRENCH IDENTIFIER Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG 3 RENCH FOOTAGES r JOIN r TRENCH Off. OR MW TRENCH SIZE SURFACE FOOTAGE FRANCHISE FINISH GRAD TRENCH SECTIONG UTILITIES F IN TRENCH PMTX 3 PG&E ApplicantX - 0710"12" X 24".30' STREET P S I T I C x lb-P-sTc x L - 6 2 .30 STREET R PR PRI. X1 1216"1 I 24"X58" X, 576 GPTC x X x I x X1 I 24"X58" I X_1 318 --ds-TC X x X I x I 1X1. I 24"X58" I X 1 770 GSTC-F X x X I X I I Ix 118"X42" 1X1 145 STOCKDALE WY. X X I x -T-F X 11 8"X42" 1X1 750 *GSTC-P WILL I NOT BE ADDED TO THE FORM B. - 4 I 5 I 6 I 7 I 8 JOINT TRENCH COMPOSITE CREEKSIDE TEMPLETON, CA. SUBSTRUC/TURES RECAP BACKFILL 24" MEN NOT IN SURFACE A FRANCHISE FINISH GRAD 616"IffIr SUBSTRUCTURE TOTAL INSTALLED TRENCH AGENT PMTX 3 PG&E ApplicantX - 0710"12" X 24".30' STREET #2 ELE BOX 4 PG&E Applicant 6 X x ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R TYPICAL SERVICE TRENCH I TYPICAL DISTRIBUTION TRENCH 24" MEN NOT IN COVER 2e WIDE FINISH GRADE - 71 FRANCHISE FINISH GRAD 616"IffIr Lo n 24" (COMMON) 1 - 0710"12" V) 24".30' STREET lu- MINIMUM 69 6 0 12 18 ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R PR PRI. = 1216"1 130".36" STREET 1 L C:) N E wa GSTC r tY 24 7 ... . ......... s..__;__.... .... 3 - SWR S�W-SA ET 58' N. o CD: 42* MIN. o STOCKDALE WY. J:z S D U-) C14 o6 c-- 6. V) LL- LIJ __Ju LLJ :Z 12* MIN.C - MIN. C-> Cl- v) 6. 11P P CSrs, 7* - POSSIBLE 6" 3 HADING ' 1) r SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE. 2) SEE OTHER DETAIL IF NON -PGM STREMGHT IS IN TRENCH. 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH. � 4) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE ARRANGEMENTS To ENSURE THAT TRENCH WILL ACCOMMODATE 1) 2- SAND SHADING AROUND GAS & ELECIRIC ADDED FACILITIES. 5) GAS TO GO ON SIDE OF TRENCH NEAREST MEET. IF NATIVE SOIL IS NOT ROCK FREE. 8) WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF Ir RADIAL 2) SEE OTHER DETAIL IF MUNICIPAL OTHER 2 SEPARATION SHALL BE MAINTAINED FROM GAS FACILITIES. EXCEPTION: WITH MUTUAL AGREEMENT, WHEN 4!' DIAMETER OR SMALLER GAS PIPE IS INSTALLED, $TIS IN TRENCH. THAN W. THE SEPARATION MAY BE REDUCED TO NOT LESS THAN 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE STUB CAP 1-3* SECONDARY LFO�R ALLOWED IN THIS TRENCH. 6* GAS REQUIRES 12* SEPARATION FROM TELEPHONE OR TV. TI INTERCEPT EXISTING 120' 1-3' CONDUIT D EXTEND 2111' TO NEW [-.S LOT FREN CI�II R- - - ---- �Sw SWIR. P A R K . ..... 7 TYPICAL STREET PATTERN 3 Iia zqrL-LJ APPLICANT INSTALL CONTRACTOR CONSTRUCTION REFERENCES 1 REFER TO GAS STANDARDS A-90 & A-91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DRAWING JS 283429 & 283430. 2. REFER TO GAS STANDARDS A-90.1 & A-91.2 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION, DRAWING SFS 283725 & 283431. 3. REFER TO GAS STANDARDS A-90.2 & A-90.3, D-12, D-13.1 & D-14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES, DRAWING JS 283752, 283753, 282650 , 283593 & 283975. 4. REFER TO GAS STANDARDS A-91.3 & A-91.4 FOR TYPICAL GAS SERVICE RISER INSTALLATION. DRAWING f 284193 & 283967. 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. 7. 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 REQUIREMENTS. REFER TO INTERIM STANDARD PRACTICE 463-4. 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 TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT (800) 227-2600. 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. 11. SPLICE BOXES OR EQUIPMENT TO BE INSTALLED NO CLOSER THAN 11' LATERALLY OVER GAS FACILITIES. 12. DEVELOPER TO PROVIDE AND INSTALL ANY EQUIPMENT PROTECTION (BARRIER POST, RETAINER WALLS ETC...) REQUIRED BY PG&E. NICOLSOIE N. AVENUE 1-�1-2* IKV L T co 11WR-4-L" < rR VR- 9 15 14 13 'JrR--i-. L.S LOT I TICIS T P COVER Ln UJ W >: W 616"IffIr Lo n 24" a- -wrR W - 0710"12" V) 24".30' STREET CATV 69 6 0 12 18 ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R PR PRI. = 1216"1 130".36" STREET 1 L C:) N E wa GSTC PROJECT- tY 24 7 ... . ......... s..__;__.... .... 3 - SWR S�W-SA ET C o CD: o STOCKDALE WY. J:z S D U-) C14 o6 c-- 8 V) LL- LIJ __Ju LLJ :Z LLJ C-> Cl- v) < 4 o � 2 5 52' STUB CAP 1-3* SECONDARY LFO�R CONDUIT FUTURE USE :z: U B I I GSTC Ck� . .... sw�� 16 L0 1 -I=--- 1 1 0 k C141 TI INTERCEPT EXISTING 120' 1-3' CONDUIT D EXTEND 2111' TO NEW [-.S LOT FREN CI�II R- - - ---- �Sw SWIR. P A R K . ..... 7 TYPICAL STREET PATTERN 3 Iia zqrL-LJ APPLICANT INSTALL CONTRACTOR CONSTRUCTION REFERENCES 1 REFER TO GAS STANDARDS A-90 & A-91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DRAWING JS 283429 & 283430. 2. REFER TO GAS STANDARDS A-90.1 & A-91.2 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION, DRAWING SFS 283725 & 283431. 3. REFER TO GAS STANDARDS A-90.2 & A-90.3, D-12, D-13.1 & D-14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES, DRAWING JS 283752, 283753, 282650 , 283593 & 283975. 4. REFER TO GAS STANDARDS A-91.3 & A-91.4 FOR TYPICAL GAS SERVICE RISER INSTALLATION. DRAWING f 284193 & 283967. 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. 7. 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 REQUIREMENTS. REFER TO INTERIM STANDARD PRACTICE 463-4. 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 TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT (800) 227-2600. 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. 11. SPLICE BOXES OR EQUIPMENT TO BE INSTALLED NO CLOSER THAN 11' LATERALLY OVER GAS FACILITIES. 12. DEVELOPER TO PROVIDE AND INSTALL ANY EQUIPMENT PROTECTION (BARRIER POST, RETAINER WALLS ETC...) REQUIRED BY PG&E. NICOLSOIE N. AVENUE 1-�1-2* IKV L T co 11WR-4-L" < rR VR- 9 15 14 13 'JrR--i-. L.S LOT I TICIS T P COVER Ln UJ W >: W 616"IffIr Lo n 24" a- -wrR W - 0710"12" V) 24".30' STREET CATV 69 on 0 0 12 18 ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R PR PRI. = 1216"1 130".36" STREET 1 L A N E wa GSTC PROJECT- tY 24 1 T E '' s..__;__.... .... 3 - SWR S�W-SA ET 8 30 29 AR- WTR G T�JR- 12 C141 A€ i J /\O1 O18 C,4; 16 C -4i i 10 I C,4; C'Ji 71S J --1 4 1 % A -J % % % E !/ \ / \ O.j 3 6 7 8 11 12 13 14 i. 17 18 19 20 21 22 023 ✓ O ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM:- <'6 N 0 T I F I D U ® S ® A ® UTILITY CONTACT PERSON PHONE# DATE: PG&E ELECTRIC JUSTIN BEST (559) 347-5240 A TICKET BRIGHT HOUSE NTW GREG EOFF (661) 395-3351 AT&T BRIAN FRANZ (661) 631-3492 BY: SOCAL GAS CARL VOGT (818) 701-3459 SUBIMUCA= VERIFICATION STAMP DEVELOPER KSME NOTE MM SIGN ALL p.Q L ENCLOSURES AND BOXES HAVE SM SET TO GRADE ACCORDING 70 GRADE STMM Moo By DCVMJJPaM DORM ALL COM TO RELOCATE OR RE -ADJUST DOM AT A LATER DATE WILL BE BILLED TO THE DEVELOPER.PLEASE HAVE YOUR JOB SUP. MaFy THE ODRREGTED GRADE OF ALL ENCLOSURES AM BOXES AND SIGN AM DATE DRAWAM 'MANIC YOU APPLICANT TRENCH NOTES: APPLICANT TRENCH 1 CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT 1-800-227-2600 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 6. MINIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACILITIES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. 8. 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 REQUIREMENTS. REFER TO G.S. STANDARD 463-4. 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, OR STATE REQUIREMENTS. 11. 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 TO MAINTAIN THE REQUIRED DISTANCE OF THREE (5) FEET BETWEEN GAS AND THE WET UTILITIES. r \3 % C -D 9 10 ti INTERCEPT EXISTING 165' 1-2* CONDUIT AND EXTEND 240' TO NEW T62521 rT J 40i. 4•s 10 MINIMUM COVER AND CLEARANCES P= -2 I.= .. G TICIS T P COVER Ln UJ W >: W 616"IffIr Lo n 24" TELE. 6" - 0710"12" V) 24".30' STREET CATV 69 on 0 0 12 18 ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R PR PRI. = 1216"1 130".36" STREET 8 --cc wa I PROJECT- cc 1 T E '' toss ' ET - 1 61/ o CD: o STOCKDALE WY. J:z S D U-) C14 o6 c-- V) LL- L. - __Ju MINIMUM COVER AND CLEARANCES P= -2 I.= .. < S cf) 1 < 0 Z-t§AFETY P=4 o < I ALWAYS PUT SAFETY FIRST. a- a - I LOOK FOR AND ACT TO RESOLVE UNSAFE SITUATIONS. I HELP AND ENCOURAGE OTHERS TO ACT SAFELY. C11 ..C1c LLJ 1-- G TICIS T P COVER GAS - 616"IffIr Lo n 24" TELE. 6" - 0710"12" C/:) 24".30' STREET CATV 69 on 0 0 12 18 ELEC. SEC. 12" 0 0 - 6 2 .30 STREET R PR PRI. = 1216"1 130".36" STREET < S cf) 1 < 0 Z-t§AFETY P=4 o < I ALWAYS PUT SAFETY FIRST. a- a - I LOOK FOR AND ACT TO RESOLVE UNSAFE SITUATIONS. I HELP AND ENCOURAGE OTHERS TO ACT SAFELY. C11 ..C1c LLJ 1-- M >- _J LJ C\2 U-) < RD' RD HWY. HWV)Y. Lo n 1-- PO LO z C/:) 0 0 < S cf) 1 < 0 Z-t§AFETY P=4 o < I ALWAYS PUT SAFETY FIRST. a- a - I LOOK FOR AND ACT TO RESOLVE UNSAFE SITUATIONS. I HELP AND ENCOURAGE OTHERS TO ACT SAFELY. C11 ..C1c LLJ 1-- M >- _J LJ C\2 U-) QZ RD' RD HWY. HWV)Y. 58 1-- IY z z L1J -J 0 z -J < < C-) Z L z -%= = T- LIJ W. 8 --cc wa I PROJECT- < S cf) 1 < 0 Z-t§AFETY P=4 o < I ALWAYS PUT SAFETY FIRST. a- a - I LOOK FOR AND ACT TO RESOLVE UNSAFE SITUATIONS. I HELP AND ENCOURAGE OTHERS TO ACT SAFELY. C11 ..C1c LLJ 1-- <�o 7 X1\ VICINITY SKETCH M >- _J LJ Ne = LLJ J QZ RD' RD HWY. HWV)Y. 58 ROSEDALE3.< U z z L1J -J 0 z -J < < C-) Z L z -%= = T- LIJ W. 8 --cc wa LJ PROJECT- 1 T E '' toss ' - 1 61/ 1 6127 STOCKDALE WY. J:z S D U-) C14 o6 LA - V) V) Q: __Ju LLJ :Z LLJ C-> Cl- v) <�o 7 X1\ VICINITY SKETCH 7 6 5 4 3 2 STATE - MEACHAM RD' RD HWY. HWV)Y. 58 ROSEDALE3.< z z L1J -J 0 z -J < < C-) Q z Ld a LLI T- LIJ W. BRIMHALL RE PROJECT- 1 T E '' toss ' - 1 61/ 1 6127 STOCKDALE WY. S D 7 6 5 4 3 2 1 1 T- LLJ U-) C14 o6 LA - V) CD Q: LLJ :Z LLJ C-> o � :z: U z Ck� 1 1 1 1 0 1 INCH 0