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HomeMy WebLinkAbout1.8-6419 Ph 2LEGEND INSTALL DESCRIPTION --D -D6 VACANT DUCT 6" P2 PZ PRIMARY CABLE - 2-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT -P3-P3 PRIMARY CABLE - 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT ---P5-P5 PRIMARY CABLE - 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT P8 -P8- PRIMARY CABLE - 3-1100AL EPR ENCAP IN NEW 1-6" CONDUIT --'9-P- PRIMARY CABLE - 3-1100AL EPR ENCAP IN EXISTING 1-6" CONDUIT S S------ S SECONDARY CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT -S1----S1- SECONDARY CABLE - 4/0AL TPX IN NEW 1-3" CONDUIT SZ S2 SECONDARY CABLE - 350AL TPX IN NEW 1-4" CONDUIT SV SV SERVICE CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT SV1 -SV1 SERVICE CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT EXISTING DESCRIPTION 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN 1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN -- - - - VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN INSTALL EXISTING DESCRIPTION 1_2] 17" x 30" x 18" SECONDARY BOX 2E 17" x 30" x 26" SECONDARY BOX L 24" x 36" x 18" SECONDARY BOX r- 175_1 3' x 5' x 3'6" PRIMARY ENCLOSURE -PQ LS2A STREET LIGHT 4'6" x 8'6" x 6' PRIMARY ENCLOSURE (I "� ® PM TRANSFORMER, DF -LB, SIZE AS SHOWN • CO x DISCONNECT ® SUBSURFACE TRANSFORMER - SIZE AS SHOWN T-886181 ® PMHI PADMOUNT SWITCH / INTERRUPTER GENERAL DESIGN INFORMATION: STREET LIGHTS - LS2A LARGEST HOME = 3400 AVG HOUSE SIZE BASED ON 2850 SQ FT HOME 200 AMP MAIN PANELS SCI 10,000 AT ALL PANELS 5 TON A/C UNITS (170 LRA) TYPICAL LS2A STREET LIGHT 0 SOLELY OWNED POLE T-90523 SOLELY OWNED ANCHOR • RISER x DISCONNECT ® SUBSURFACE SWITCH 3 WAY 3 WAYS SWITCHED T-886181 T-90523 EST. PULL 230LBS. SUBSURFACE FUSED SWITCH GENERAL DESIGN INFORMATION: STREET LIGHTS - LS2A LARGEST HOME = 3400 AVG HOUSE SIZE BASED ON 2850 SQ FT HOME 200 AMP MAIN PANELS SCI 10,000 AT ALL PANELS 5 TON A/C UNITS (170 LRA) TYPICAL 50" X 52" PAD DETAIL PG&E PAD CODE 36-002 T-90523 BUSH. T-622671 USE 2.5 -GAL & 2- T-677749 PKS. PG&E PAD CODE 36-003 T-886181 T-90523 Group All Secondary Conduits Together Near the Back of the Window Secondary Primary Conduit Section Conduit Section of Pad S S of Opening N Ln a s P P Detail A Placement of Conduits 50" TRANSFORMER DATA TABLE CABLE PULLING DATA 12 LOC 8 TO LOC 27 BUSH. 49 LOC 44 TO LOC 50 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 355LBS. O T-90523 EST. PULL 230LBS. ACTUAL PULL ............ LBS. 2W/413 95 ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 100000000344 McCORD FOREMAN'S INITIALS .......... 14 LOC 17 TO LOC 27 100KVA 51 LOC 52 TO LOC 50 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 403LBS. EST. PULL 1164LBS. ACTUAL PULL ........... LBS. 100KVA 14 CUST ACTUAL PULL ........... LBS. FOREMAN'S INITIALS .......... 12 KV 120/240V FOREMAN'S INITIALS .......... 16 LOC 17 TO LOC 27 22 O LOC 52 TO LOC 800 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 97LBS. 120/240V 100000000347 EST. PULL 850LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... O LOC 32 TO LOC 27 801 LOC 802 TO LOC 800 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 279LBS. EST. PULL 517LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... 39 LOC 44 TO LOC 27 USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 975LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... Group All Secondary Conduits Together Near the Back of the Window Secondary Primary Conduit Section Conduit Section of Pad S S of Opening N Ln a s P P Detail A Placement of Conduits 50" TRANSFORMER DATA TABLE LOC.# TRF# TX. SIZE #GUST BUSH. KVA. VOLTS VOLTSVOLTS COORDINATE SERIAL NUMBER MANUFACTURER O T-90523 100KVA 13 CUST 2W/413 95 12 KV 120/240V 100000000344 McCORD o 32 T-622671 100KVA 14 CUST 2W/4B 99 12 KV 120/240V 100000000345 O T-886181 100KVA 14 CUST 3W/4B 99 12 KV 120/240V 100000000346 22 T-677749 100KVA 14 CUST 2W/4B 100 12 KV 120/240V 100000000347 NOT TO SCALE ALL RES SERVICES ARE SEE JOB INSTRUCTIONS FRANCHISE AND PRIVATE ENCLOSURE DETAILS ARE INTENDED FOR CONDUIT ENTRANCE INFORMATION ONLY. PLEASE REFER TO JOINT TRENCH DRAWING FOR EXACT LOCATION IN REFERENCE TO CURB, SIDEWALK, PUE, AND P/L. 17 3'X 5'X 3'-6"D IVT. BOX SPLICE BOX PG&E BOX CODE 02-560 �P2 TO J-24761 50 3'X 5'X 3'-6"D IVT. BOX SPLICE BOX PG&E BOX CODE 02-5601 00 Co 00 00 I H O 4 W X m W U J d N Q -P2 TO T-677749 INVENTORIED AT FOR CONDUIT IN PROPERTY. 27 4' x 6'6" x 5'D IVT. BOX J-24761 PG&E BOX CODE 04-1495 0) O rn � O O LOC r � H:, _01 PG&E Plan Checks does not release the Applicant from responsibility to construct the facilities according to PG&E Standards. In the event of a conflict during construction between PG&E Standards and the plans, PG&E standards will control. Final p ADE Date 12/29/15 NOTES 1. THIS IS AN APPLICANT DESIGN AND INSTALL PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CATV. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGID CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT BE INSPECTED UNTIL THE 3RD WORKING DAY. (WORK NQT PROPERLY INSPECTED. MAY BE REJECTED) 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK. 10. BOX AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 11. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS 14. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, AND INSTALL ALL DIST FACILITIES. PG&E TO PERFORM TIE IN WORK AND INSTALL SERVICE FACILITIES. THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS AND SUBSTRUCTURE INSTALLATION DETAILS THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. ENVIRONMENTAL ISSUES 0 NONE APPARENT (IF PROJECT DESIGN CHANGES, CONTACT ADE) ❑ BASED ON APPLICANT/DEVELOPER-SUPPLIED PLANS ❑ PERMITS ❑ TAILBOARD ❑ OTHER ❑ APPLICANT DESIGN/RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY TO PG&E ACTIONS.) SIGNATURE 7TH STANDARD 2103 (OPERATING AT 12KV) PLAT 2927053 CIR MAP 29272B INS DIST B CLIMATE ZONE R VOLT CLASS 1 LOADING DIST: SI LIGHTNING DIST: 2 NON- CORROSIVE E 1. No. !7298 EXP. 4 or t4g) SCALE: 1 =40 SCALE 40' 0' 40' 80' NO. 7TH STANDARD ROAD BY Electric Design by: - L P E S UTILITY DESIGN SERVICES Office (559) 641 2954 Cell (559) 760 9464 46325 Wallu Lane, Ahwahnee, California 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 5419 PHASE 2 CALLOWAY AND ETCHART BAKERSFIELD CALIFORNIA'""' 99 RULE 15, 15 ' PM 31 155540 NOT 1 10350885 /. 1 CI 7 PROJECT SHEET E 1 OF E4 SHEETS UJ S/ TE ti ��r Q a ETCHART ROAD M 3 W G_ McCORD o DRAFTER Cliff Lopes CANAL o JOB SNOW ROAD Cur- EJ vQ �O Q� C?I VICINI TY MAP NOT TO SCALE INVENTORIED AT FOR CONDUIT IN PROPERTY. 27 4' x 6'6" x 5'D IVT. BOX J-24761 PG&E BOX CODE 04-1495 0) O rn � O O LOC r � H:, _01 PG&E Plan Checks does not release the Applicant from responsibility to construct the facilities according to PG&E Standards. In the event of a conflict during construction between PG&E Standards and the plans, PG&E standards will control. Final p ADE Date 12/29/15 NOTES 1. THIS IS AN APPLICANT DESIGN AND INSTALL PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CATV. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGID CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT BE INSPECTED UNTIL THE 3RD WORKING DAY. (WORK NQT PROPERLY INSPECTED. MAY BE REJECTED) 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK. 10. BOX AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 11. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS 14. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, AND INSTALL ALL DIST FACILITIES. PG&E TO PERFORM TIE IN WORK AND INSTALL SERVICE FACILITIES. THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS AND SUBSTRUCTURE INSTALLATION DETAILS THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. ENVIRONMENTAL ISSUES 0 NONE APPARENT (IF PROJECT DESIGN CHANGES, CONTACT ADE) ❑ BASED ON APPLICANT/DEVELOPER-SUPPLIED PLANS ❑ PERMITS ❑ TAILBOARD ❑ OTHER ❑ APPLICANT DESIGN/RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY TO PG&E ACTIONS.) SIGNATURE 7TH STANDARD 2103 (OPERATING AT 12KV) PLAT 2927053 CIR MAP 29272B INS DIST B CLIMATE ZONE R VOLT CLASS 1 LOADING DIST: SI LIGHTNING DIST: 2 NON- CORROSIVE E 1. No. !7298 EXP. 4 or t4g) SCALE: 1 =40 SCALE 40' 0' 40' 80' NO. REVISION BY Electric Design by: - L P E S UTILITY DESIGN SERVICES Office (559) 641 2954 Cell (559) 760 9464 46325 Wallu Lane, Ahwahnee, California 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 5419 PHASE 2 CALLOWAY AND ETCHART BAKERSFIELD CALIFORNIA'""' 800-227-260 Project Management by: California UtilityConsultants Inc G 7591 N Ingram Ave. suite 103 '� Fresno, CA 93711 Phone {559} 261-9880 Fax (559} 261-9707 RULE 15, 15 ' PM 31 155540 NOT 1 10350885 /. 1 CI 7 DATE 12/18/2015 -NONE SHEET E 1 OF E4 SHEETS SCALE _ _ DESIGNER Cliff Lopes DRAFTER Cliff Lopes 0 JOB No. REVISION BY Electric Design by: UTILITY DESIGN SERVICES Office 559 641 2954 I 7L�*P E 5 ) 46325 Wallu Lane Cell (559) 760 9464 Ahwahnee, California 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 6419 PHASE 2 GALLOWAY AND ETCHART BAKERSFIELD CALIFORNIA 804-227-260 kit" �� � Project Management by: California UtilityConsultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA 93711 Phone (559) 261-9880 Fax (559) 261-9707 1/,�_ RULE 1 5 , 16 PM 31155540 NOT 1103 50885 2�. DATE 12/18/201 s SHEET E,�( OF E4 SHEETS SCALE AS SHOWN DESIGNER diff Lopes DRAFTER Cliff Lopes Q )OB SHEET E3 11 �L!Z 28 � M i 20567 J-88275 SSF-66844 40A J-95733 SW -66852 1-96998 1-166448 SW -47850 802 12 13 32 29 p ? T-622671 85'/99' 30 31 100 KVA 80'/94' 14 CUST S1 S1 w j' IN > Z SZ �JZ! 1A 6 15 35 ( / 0 37 80'/94' 36 2 310'/324' X31 S1—Z S2 S2 S2 _.--P2 345'/382' RIVIERA DEL_ SOL DR Q!-)170'/84' 20566 33 a 34 I £ 115'/159' � 115'/159' � � I VD 5.5 FD 5.9 9 8 10 I 1-96998 (53 CUST-PHASE 1) IN=17AMPS A PHASE = 23 AMPS B PHASE = 17 AMPS C PHASE = 15 AMPS 1-166448 (55 COST- PHASE 2) IN=17AMPS A PHASE = 14 AMPS B PHASE = 21 AMPS C PHASE = 22 AMPS P5 P5 P5 P5 — 801 335'EXIST/389' PULL SHEET E3 WII 5- 1 ' ' 43 44 I 45 46 47 Q i VD 5.3 !! FD 5.2 44 M 618 La41 43 100 BKVA H �\ ? 20565 CD 160 /174 42 80'/94 14 COST sa"� a S2 s2 W N S1 S1—s1 —s1 S1 ---s1 S�LL 2—S2 S2 PULL `� �• .:.—,....,,,�N a �.,.,. v L$„ NJ 530'/567' PULL \ VD 4.7 I VD 5.6 FD 5.1 � � FD 6.2 165'/179' 165'/179' 110'/124' 110'/124' £ jjE � S 1 P 7 6 5 4 3 T-40225 100KVA 2-1 LEGEND INSTALL DESCRIPTION _...._.....----D6 w 6— VACANT DUCT 6" —P2 ---P2 PRIMARY CABLE - 2-1/0AL EPR ENCAP IN NEW 1-4" CONDUIT P3 P3 PRIMARY CABLE - 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT P55—PRIMARY CABLE - 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT ---PS ----P8 — PRIMARY CABLE - 3-11OOAL EPR ENCAP IN NEW 1-6" CONDUIT - - -- 19 - — PRIMARY CABLE - 3-1100AL EPR ENCAP IN EXISTING 1-6" CONDUIT —S—S-----S— SECONDARY CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT S1 S1 SECONDARY CABLE - 4/0AL TPX IN NEW 1-3" CONDUIT ----S2 S2 SECONDARY CABLE - 350AL TPX IN NEW 1-4" CONDUIT ---SV—SV SERVICE CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT ---SV1--5V1 SERVICE CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT J ` 20564 155'/179' 155'/179' l €y 4 2 1 — I J € 1 g D I N 4 i ; F I Q I i Q u, I I I 3 (((}( I S33 •^ I ££I I I I ! O800 LOCATION 54 T-65555 i BY LOC 39/LOT 44100KVA ! 3-1/OAL S —P5 —P5 P5 P5 P5 —P5 P5 P5 P5 ---PS P5 P5 ---PS P5 —P5 P5 P5 —P5 P5 P5 P5 53 655'EXIST/703' ..,oPULL TORTUGA DEL MAR DRIVE 175'/206' ONO 50 45 47 80'/94' 46 160'/174' S2 52 — 1W 2 .S,2 S2 2 S2 S2------����LL 51 Q i v, E� { p -'n VD 6.3 3 I 80'/94' 80'/94' 4? a'' 1 FD 5.8 z I 120'/134' 120'/134' 1 55 54 53 52 J , W A I 465' EXIST. TIE INTO 4 £ 51 10'/523' a 14 i tl T-28929 11 I I 6 100KVA I I =P5 P5—P5 5 1135 P5 2-1 /OAL,.. RANCHO VIEJD DRIVE J-16189 1 ( PG&E Plan Checks does not releIase the Applicant from responsibility to construct the facilities according to PG&E Standards. In the event of a conflict during construction between PG&E Standards and the plans, PG&E standards will control. Final A § ADE p Date 12/29/15 I 7TH STANDARD 2103 I (OPERATING AT 12KV) lit 52 PLAT 2927053 ..�..�.�-.�..�.....�.,�.�.�_.�__...,�___�.....�......._.._��.�.....�....,...��..�. �__�.�.....__-..._�.......� C 1 R MAP 29 27 2 B INS DIST B £R f 3 E CLIMATE ZONE R I VOLT CLASS 1 I LOADING DIST: SI SCALE: 1 "=40' SCALE LIGHTNING DIST: 2 NON- CORROSIVE I 40' 0' 40' 80' 1 $q.oFESSrc T-52982 ��4 HOl I 100KVA Np,17 1 Exp. 161=1 NO. REVISION BY Electric Design by: — L�* P E UTILITY DESIGN SERVICES Office (559) 641 2954 46325 Wallu Lane N Cell (559) 760 9464 Ahwahnee, California 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 5419 PHASE 2 GALLOWAY AND ETCHART BAKERSFIELD CALIFORNIA 808-227-260 Project Management by: � California Utility Consultants Inc Y 7591 N Ingram Ave. Suite 103 G'��� �� Fresno, CA 93711 ' `� Phone (559) 261-9880 Fax (559) 261-9707 RULE 1 5 , 16 PM 31 155540 NOT 1103 5 0 8 8 5 0 4 11 Ri a DATE 12/18/2015 SHEET OF E4 SHEETS SCALE AS SHOWN - A . DESIGNER Cliff Lo LopesE3 DRAFTER Cliff Lopes Q JOB LEGEND INSTALL DESCRIPTION --D6'--D6 VACANT DUCT 6" ---P3—P3 PRIMARY CABLE – 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT ---�—P5—P5 PRIMARY CABLE – 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT P$ P8 PRIMARY CABLE - 3-1100AL EPR ENCAP IN NEW 1-6" CONDUIT P9 P9 PRIMARY CABLE - 3-1100AL EPR ENCAP IN EXISTING 1-6" CONDUIT S N ~ S SECONDARY CABLE - 1 /OAL TPX IN NEW 1-3" CONDUIT SERVICE CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT EXISTING DESCRIPTION 3 PHASE PRIMARY CABLE/CONDUCTOR – SIZE AS SHOWN 1 PHASE PRIMARY CABLE/CONDUCTOR – SIZE AS SHOWN — — — — VACANT CONDUIT (PRIMARY) – SIZE AS SHOWN INSTALL EXISTING DESCRIPTION r- 00 3' x 5' x 3'6" PRIMARY ENCLOSURE [6_' 4' x 6'6" x 5' PRIMARY ENCLOSURE FVT L-61 4' x 6'6" x 5' PRIMARY ENCLOSURE, FULL TRAFFIC LID r-[7 4'6" x 8'6" x 6' PRIMARY ENCLOSURE SUBSURFACE TRANSFORMER – SIZE AS SHOWN LS2A STREET LIGHT 0 SOLELY OWNED POLE SOLELY OWNED ANCHOR RISER X CUTOUT – FUSED AS SHOWN X DISCONNECT ® SUBSURFACE SWITCH 3 WAY 3 WAYS SWITCHED SUBSURFACE FUSED SWITCH CABLE PULLING DATA CD LOC 7 TO LOC 5 822 LOC 818 TO LOC 820 USE 2.5 -GAL & 2- FRONT END PKS. USE 4 -GAL & 4- FRONT END PKS. EST. PULL 471LBS. EST. PULL 3099LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... 819 LOC 800 TO LOC 820 USE 4 -GAL & 4- FRONT END PKS. EST. PULL 2131LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... UG SV 3-1/10A CIC 12KV I 7TH STANDARD ROAD PROJECT 9 W S/ TE s tii�y > Q GL9Y o ETCHART ROAD O r W 0 CANALRD D �'- C.� U SNOW ROAD va a Q� a -VICINITY MAP NOT TO SCALE UG Svc IUGSV T-7826 50KVA UG SV 3-1/OA CIC 12KV TO SW -11743 (T-7897) ETCHART ROAD STING EDGE OF PAVEMENT 4 - otl _ �. _ ,. ,., �_ 3-1.100ALw 12KV — — — —— — — — — — -- .. .– 0 L tm � -v- 3-1100AL 1 !) kv "7� TO Sw-9 ML g 6" =GrHEVRCjW I I OIL PIPELINE .1 FUTURE T-35930 25KVA FOR REFERENCE ONLY NO WORK DONE ON THIS SHEET NO. REVISION Aj EXTENDED RULE 20 EAST ON ETCHART ROAD A SEE PM 31126425 FOR EXISTING PHASE 3 SEE PM 31126426 FOR FUTURE PHASE 4 •' ` ".i' i 2 24 5 26 ELECTRIC CONSTRUCTION SKETr_N L`C,T1 L J UTILITY DESIGN SERVICES Office 1559} 641 2954 46325 Wallu Lane Cell (559) 760 9464 Ahwahnee, Caltfbmia 93601 BAKE FIELD TRACT 6419 PHASE 2 -- - CALLOWAY AND ET -CHART CALIFORNIA M Pmiect Management hv- California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA 93711 Phone (559) 261-9880 Fax (559) 261-9707 1VO1E►J - --------- 1- THIS IS AN APPLICANT DESIGN AND INSTALL PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CAN. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGIb CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL BE INSPECTED UNTIL THE 3RD WORKING DAY. NOT WO OT PROPERLY INSPErT Fn MAY B R ►_CT n1 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK. 10. BOX ,AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 11. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS 14. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, AND INSTALL ALL DIST FACILITIES. PG&E TO PERFORM TIE IN WORK. THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS AND SUBSTRUCTURE INSTALLATION DETAILS THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. ENVIRONMENTAL ISSUES 0 NONEAPPARENT (IF PROJECT DESIGN CHANGES, CONTACT ADE) ❑ BASED ON APPLICANT/DEVELOPER-SUPPLIED PLANS ❑ PERMITS ❑ TAILBOARD ❑OTHER ❑ APPLICANT DESIGN/RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY TO PG&E ACTIONS.) SIGNATURE PG&E Plan Checks does not release the Applicant from responsibility to construct the facilities according to PG&E Standards. In the event of a conflict during construction between PG&E Standards and the plans, PG&E standards will control. Final Appro ADE J Date (17117/1 r, 7TH STANDA D 2103 (OPERATING AT 12KV) PLAT 29270153 CIR MAP 29,2728 INS DIST B CLIMATE ZONE R VOLT CLASS 1 LOADING DIST: SI LIGHTNING DIST: 2 NON— CORROSIVE SCALE: 1 40' 0' 40' 80' RULE 2OB DATE 1/29/2016 SHEET PM 31155542 SCALENONE NOT 1103 5 2107 DINER `fff Lopes E 1 DRAFTER Cffff' Lopes JOB OF E3 SHEETS I I LEGEND INSTALL DESCRIPTION ---D8—D6 VACANT DUCT 6" —"P3 —P3 PRIMARY CABLE — 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT --P5—P5 PRIMARY CABLE — 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT P8 P8 PRIMARY CABLE — 3-1100AL EPR ENCAP IN NEW 1-6" CONDUIT P9 P9 PRIMARY CABLE — 3-1100AL EPR ENCAP IN EXISTING 1-6" CONDUIT 5sS SECONDARY CABLE — 1/OAL TPX IN NEW 1-3" CONDUIT _ 9k,"1—SV1 — SERVICE CABLE — 1/OAL TPX IN NEW 1-3" CONDUIT EXISTING DESCRIPTION DESIGNER Cliff Lopes 3 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN 1 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN — — — — VACANT CONDUIT (PRIMARY) — SIZE AS SHOWN INSTALL EXISTING DESCRIPTION r-5013' x 5' x 3'6" PRIMARY ENCLOSURE DED 4' x 6'6" x 5' PRIMARY ENCLOSURE FVT ` rfi0 4' x 6'6' x 5' PRIMARY ENCLOSURE, FULL TRAFFIC UD LJI 07 4'6" x 8'6" x 6' PRIMARY ENCLOSURE SUBSURFACE TRANSFORMER — SIZE AS SHOWN LS2A STREET LIGHT 0 SOLELY OWNED POLE SOLELY OWNED ANCHOR • RISER >< CUTOUT — FUSED AS SHOWN X DISCONNECT SUBSURFACE SWITCH 3 WAY 3 WAYS SWITCHED SUBSURFACE FUSED SWITCH CABLE PULLING DATA O LOC 7 TO LOC 5 USE 2.5—GAL & 2— FRONT END PKS EST. PULL 471 LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 819 LOC 800 TO LOC 820 USE 4—GAL & 4— FRONT END PKS. EST. PULL 2131LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 822 LOC 818 TO LOC 820 USE 4—GAL & 4— FRONT END PKS. EST. PULL 3099LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... Re]&_UT 3 1 OA CI 7TH STANDARD ROAD W ROJEC T 9 9ycy > TE rV1 p o ETCHART ROAD 0 McCORD L_ J CANAL O Q U SNOW ROAD w U Q _a C1 -VICINITY MAP NOT TO SCALE UGSVIIUGSV T-7826 50KVA UG SV - / C 12KV �U� 3-1/OA CIC 12KV TO SW -11743 (T-7827) M EXISTING EDGE OF PAVEMENT - ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6„ 3- 1100AL 12KV nTf- ._,�....��.. 7 -� TO SW -9 IUL OIL 6" UG CHEVRON OIL PIPELINE SNI WI Q Wz FOR REFERENCE =J 00 NO WORK DONE I vV) - 0 N LY ON THIS FUTURE T-35930 25KVA SHEET SEE PM 31126425 FOR EXISTING PHASE 3 SEE PM 31126426 FOR FUTURE PHASE 4 23 22 NOTES 1 . THIS IS AN APPLICANT DESIGN AND INSTALL PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CAN. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGID CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT BE INSPECTED UNTIL THE 3RD WORKING DAY. (WORK NOT PROPERLY INSPECTED. MAY BE REJECTED) 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK. 10. BOX AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 11. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS 14. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, AND INSTALL ALL DIST FACILITIES. PG&E TO PERFORM TIE IN WORK. THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS AND SUBSTRUCTURE INSTALLATION DETAILS THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. ENVIRONMENTAL ISSUES NONE APPARENT (IF PROJECT DESIGN CHANGES, CONTACT ADE) ❑ BASED ON APPLICANT/DEVELOPER-SUPPLIED PLANS ❑ PERMITS ❑ TAILBOARD ❑ OTHER ❑ APPLICANT DESIGN/RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY TO PG&E ACTIONS.) SIGNATURE PG&E Plan Checks does not release the Applicant from responsibility to construct the facilities according to PG&E Standards. In the event of a conflict during construction between PG&E Standards and the plans, PG&E standards will control. Final p ADE Date 02/12/16 7TH STANDARD 2103 (OPERATING AT 12KV) PLAT 2927053 CIR MAP 29272B INS DIST B CLIMATE ZONE R VOLT CLASS 1 LOADING DIST: SI LIGHTNING DIST: 2 NON— CORROSIVE SCALE: p %oMLL 40' 0' 40' 80' NO. REV010N BY Electric Desi b � y L�*PESRULE UTILITY DESIGN SERVICES Office (559) 641 2954 46325 Wallu Lane =ff�yv� Cell (559) 760 9464 Ahwahnee, Callfbmia 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 6419 PHASE 2 CALL® AY /� ®ETCHA '�' ERSFIELD CALIFORNIA 800-227-260 Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 � Fresno, CA 93'111 �Phone (559) 261-9880 Fax (559) 261-9707 2 0 B PM 31155542 NOT 110352107 . J . (� 4 j q P �{ �, DATE 1/29/2016 SHEET El of E3 SHEETS EXTENDED RULE 20 EAST ON ErcHART ROAD A SCALE NONE 0 DESIGNER Cliff Lopes DRAFTER ciwLopes 0 . Jos g Q 0 Electric Design by: 11 L�*P E S' UTILITY DESIGN SERVICES Office (559) 641 2954 46325 Wallu Lane Cell (559) 760 9464 Ahwahnee, Callfornia 93601 CALIFORNIA Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA 93711 Phone (559) 261-9880 Fax (559) 261-9707 RULE 2 0 B PM 31155542 NOT 1103 5 2107 DATE SCALE DESIGNER DRAFTER -6glq pp, 1/29/2016 SHEET NONE Cl"Lalm E2 Cliff Lopes OF 8 SHEETS w � � 2 LOT UNE LOTS LOT UNE V-6" 1 w GSTC STUB a CFT --� -- ------�-- �----- -- R/W WATER METER I MAIN TRENCH O -- -- -- -- -- R/W W a LOT LINE TYPICAL INTERIOR STUB INSTALLATION NO SCALE 16.5' CHERVOI EASEMENT J w z J Of w F - z w U WALL s CHEVRON OIL LINE (LOCATION VARIES IN EASEMENT) S7 UBSURFACE TRENCH CENTERLINE ENCLOSURE (ROPE BEHIND VAULTS AS REQUIRED) ETCHART ROAD SECTION NO SCALE WEST OF RIVERTON STREET 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. E� SUBSTRUCTURE VERIFICATION STAMP DEVELOPER PLEASE NOTE AND SIGN ALL P.G.& 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 JOB SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN AND DATE DRAWING. THANK YOU SIGNED DATE THIS CROSS SECTION IS REPRESENTATIONAL ONLY. ANY PARTY EXCEEDING ITS SPACE ALLOTMENT SHOULD MAKE ARRANGEMENTS TO ENSURE THAT THE TRENCH WILL ACCOMMODATE THE ADDED CONDUITS OR DUCTS. 24" GAS TO GO ON SIDE OF TRENCH NEAREST THE CURB. 18" 5 J d z J 1 p' - w 6' z w U 10' PUE �- PAD -MOUNTED a s EQUIPMENT SUBSURFACE TRENCH ENCLOSURE CENTERLINE TYPI CAL INTERIOR STREET NO SCALE w z J rr w z w U TRENCH CENTERLINE 16.5' CHERVOt EASEMENT J WALL �'-- CHEVRON OIL LINE (LOCATION VARIES IN EASEMENT) ETCHART ROAD SECTION NO SCALE EAST OF RIVERTON STREET FINISH GRADE I 12" MIN. BOTTOM OF GAS MAIN TO BE ABOVE NOTES G a TOP OF N TRENCH Y OTHER CONDUIT/DUCT 1. PROVIDE 2" SAND SHADING ABOVE AND i . T C BELOW GAS FACILITIES (MINIMUM) +1 2. PROVIDE 4" SAND SHADING ABOVE AND a, * MINIMUM COVER FOR ANY PARTY BELOW ELECTRIC FACILITIES (MINIMUM) Ln IN THE STREET AREA IS 30" (EXCEPT STREELIGHTS) m 6" MIN, TYPI CAL DISTRIBUTION TRENCH (SO -CAL GAS AREAS) NO SCALE 24" MIN. 42" MIN. " 7 JOINT TRENCH RECAP - RULE 15 PM: 31155540 TRENCH OCCUPANTS TRENCH OCCUPANTS DISTRIBUTION OR SERVICE TRENCH SIZE DEPTH FOOTAGE BACKFILL SURFACE GSTC DIST 24" x 59" 790' SPREAD DIRT GPTC DIST 24" x 59" 608' SPREAD DIRT GPSTC DIST 24" x 59" 1,407' SPREAD DIRT GT DIST 24" x 59" 28' SPREAD DIRT G DIST 24" x 59" 52' SPREAD DIRT GSTC SERV FRANCH 18" x 46" 1 930' 1 SPREAD DIRT GSTC SERV PRIVATE 18" x 46" 300' SPREAD DIRT JOINT TRENCH RECAP - RULE 20 PM: 31155542 7TH STANDARD ROAD TRENCH OCCUPANTS DISTRIBUTION OR SERVICE TRENCH SIZE DEPTH FOOTAGE BACKFILL SURFACE PC DIST 24" x 59" 1,078' SPREAD DIRT PSC DIST 24" x 59" 56' SPREAD DIRT P DIST 24" x 59" 80' SPREAD DIRT 18" MIN FINISH GRADE O-0©tel Utility S ndard S5453. "Joint Trench; Exhibit B. is updated as follows: *Must be owsidered a'Utility` as defined in U lty StarrJard SS453. JalrB 7raaz €c' =5 7r and 13 are located in Ubtity 8tandwd 55453, Exhi'4 8. "Jcdrd Trench Canflauratians 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF NATIVE SOIL IS NOT ROCK FREE. 2) SEE OTHER DETAIL IF NON -PG&E STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN THIS TRENCH 12> 6" MIN. O 2" SHADING 9 I 10 GENERAL NOTES: 1. DEVELOPER TO DO ALL TRENCHING, SHADING, AND BACKFILLING. PER UO STANDARD S-5453. 2. PHONE AND CABLE TV FACILITIES ARE SUBJECT TO CHANGE AT THE DISCRETION OF THOSE COMPANIES. 3. PADS, BOXES AND OTHER FACILITES ARE NOT SHOWN TO SCALE. 4. GAS AND ELECTRIC FACILITIES WILL REQUIRE SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E WILL INSPECT BACKFILL MATERIAL. TEL AND/OR CAN MAY ALSO REQUIRE 12" OF SAND BACKFILL. 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO TRENCHING. 6. GAS AND ELECTRIC FACILITES REQUIRE AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE -CONSTRUCTION MEETING REQUIRED TWO WEEKS PRIOR TO THE START OF INSTALLATION. 8. CALL U.S.A. AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL 811) 9. THE GAS COMPANY WILL ASSIST IN LOCATING ENDS OF EXISTING GAS MAINS. 10. DEVELOPER IS RESPONSIBLE FOR OBTAINING ENCROACHMENT PERMITS.. 11. STREETLIGHT LOCATIONS MAY HAVE CHANGED. REFER TO THE APPROVED STREETLIGHT IMPROVEMENT PLAN FOR STREETLIGHT INSTALLATION. 12. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 13. REFER TO EACH PARTY'S INSTALLATION INSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF SUBSTRUCTURES AND OTHER REQUIREMENTS. LEGEND: 7TH STANDARD ROAD - , 7` G GAS 6. {OAST SBE NCTEs 4j, & 13 ELECTRIC PRIMARY 12 12 12 6 12 6 T. frftEPKOffBI TIUCT :. 12 1 1 12 12 12 T {TEI.EPHONBIYNRIWT BURY 12 1 1 12 12 12 C... fCs,M _ 12 1 1 12 12 12 $ .. {EIfCTRIC 3EG4tA8Y) .. 6 12 12 12 3 3 3 P - I9LECTM44 ftfMAW 12 12 12 12 3 3 3 SL . fs"Wt'1.zi0HTj..:... _ SEE WOTE S 8 12 12 12 3 3 3 FE` {FOREIGN�y ELECTRIC �ii.tlt�i:4t )Yvi#'I'4T41�k� ::: SBE NATE 3 12 12 12 12 12 12 12 *Must be owsidered a'Utility` as defined in U lty StarrJard SS453. JalrB 7raaz €c' =5 7r and 13 are located in Ubtity 8tandwd 55453, Exhi'4 8. "Jcdrd Trench Canflauratians 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF NATIVE SOIL IS NOT ROCK FREE. 2) SEE OTHER DETAIL IF NON -PG&E STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN THIS TRENCH 12> 6" MIN. O 2" SHADING 9 I 10 GENERAL NOTES: 1. DEVELOPER TO DO ALL TRENCHING, SHADING, AND BACKFILLING. PER UO STANDARD S-5453. 2. PHONE AND CABLE TV FACILITIES ARE SUBJECT TO CHANGE AT THE DISCRETION OF THOSE COMPANIES. 3. PADS, BOXES AND OTHER FACILITES ARE NOT SHOWN TO SCALE. 4. GAS AND ELECTRIC FACILITIES WILL REQUIRE SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E WILL INSPECT BACKFILL MATERIAL. TEL AND/OR CAN MAY ALSO REQUIRE 12" OF SAND BACKFILL. 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO TRENCHING. 6. GAS AND ELECTRIC FACILITES REQUIRE AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN. 7. PRE -CONSTRUCTION MEETING REQUIRED TWO WEEKS PRIOR TO THE START OF INSTALLATION. 8. CALL U.S.A. AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL 811) 9. THE GAS COMPANY WILL ASSIST IN LOCATING ENDS OF EXISTING GAS MAINS. 10. DEVELOPER IS RESPONSIBLE FOR OBTAINING ENCROACHMENT PERMITS.. 11. STREETLIGHT LOCATIONS MAY HAVE CHANGED. REFER TO THE APPROVED STREETLIGHT IMPROVEMENT PLAN FOR STREETLIGHT INSTALLATION. 12. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 13. REFER TO EACH PARTY'S INSTALLATION INSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF SUBSTRUCTURES AND OTHER REQUIREMENTS. LEGEND: 7TH STANDARD ROAD RCI G GAS 9 P ELECTRIC PRIMARY S ELECTRIC SECONDARY T TELEPHONE (661) C CABLE TV PATRICK McGEE / SLASH INDICATES CHANGE IN OCCUPANCY - - - - - PROPOSED SERVICE TRENCH - PROPOSED MAIN LINE TRENCH MARLAN GRAHAM EXISTING UNDERGROUND FACILITY (661) L�J PROPOSED #2 (17" x 30" x 18") ELECTRIC SPLICE BOX Lr:ZEi PROPOSED #2E (17" x 30" x 26") ELECTRIC SPICE BOX U Q PROPOSED #3 (24" x 36" x 18") ELECTRIC SPLICE BOX L -J PROPOSED #5 (3' x 5' x 3'-6") SUB -SURFACE ENCLOSURE � -J PROPOSED #6 (4' x 6'-6" x 5') SUB -SURFACE ENCLOSURE L -J PROPOSED #7 (4'-6" x 8'-6" x 7') SUB -SURFACE PRIMARY ENCL. LTJ PROPOSED TELEPHONE PEDESTAL\SPLICE BOX (17" x 30") L -J PROPOSED CABLE SPLICE BOX W PROPOSED PAD MOUNTED TRANSFORMER ® PROPOSED IRRIGATION METER GPST 10' INDICATES TRENCH FOOTAGE & OCCUPANCY PROPOSED LS 2A STREET LIGHT LOCATION (SEE NOTE 11) PROPOSED SERVICE LOCATION FOR TRENCH INSPECTION CALL (559) 263-7312 ANY CHANGES TO THIS DESIGN MUST FIRST BE APPROVED BY PG&E. GAS ADE: PHONE: JOINT TRENCH COMPOSITE APPROVED BY: GAS ADE: ELECT ADE: DATE: TYPI CAL SERVICE TRENCH VICINITY MAP NO SCALE NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. 6 5 4 Z 0 LLJ C^� L - LLJ LL_ < O Lt_ LL - 0 oLj j < ry m w V) O O U 7TH STANDARD ROAD RCI Li C 9 O COMPANY TELEPHONE 1. LARRY HOFF P G & E (661) 398-5712 2. PATRICK McGEE ATT(661) 631-3492 3. MARK BAIZE BRIGHTHOUSE (661) 634-2296 4. MARLAN GRAHAM THE GAS COMPANY (661) 393-1457 TYPI CAL SERVICE TRENCH VICINITY MAP NO SCALE NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. 6 5 4 Z 0 LLJ C^� L - LLJ LL_ < O Lt_ LL - 0 oLj j < ry m w V) O O U 7TH STANDARD ROAD E o v N C 'y Li C 9 O PROJEC T Sl TE d �q y o ETCHART ROAD o }a �' 3 o ! MCCORD CANAL w u LL J m 0 Q j U Ln c SNOW ROAD LL1- ..`,........ p U Q Li � O O _J0 Q � m or rn �ICNi T, CO NOT TO S W_ � NTS TYPI CAL SERVICE TRENCH VICINITY MAP NO SCALE NOTE: DO NOT USE THIS DRAWING FOR STAKING. REFER TO APPROVED ELECTRICAL DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. 6 5 4 Z 0 LLJ C^� L - LLJ LL_ < O Lt_ LL - 0 oLj j < ry m w V) O O U z C¢9 O co Cc 07 CV E o v N C 'y Li C l- Q o O G O co co Ln m co tV Ln c p U Li � O O o m rn W CO O W_ � U w Z C) W` Z � I� � O a Q U a 1- t M O O O .,- = � O U Z O Vl a r.3 m 0 Z O rn .1 1 v io cn 0 N Z ­cn 0 Lo u'� co � yt E- 1.4 0 a � x OU U co co tw �1 0 N E-1 F0 a N W Z m Ln EI w v r�- 'q O to � z Z 0 Ix a O U z C¢9 O co Cc 07 CV E o v N C 'y Li C l- Q o Z G O m c p U Li � Q m o O rn W CO Q W_ � U w Z C) W` Z _i U O a Q a a M m v a a N z 3 0 W ca 0 3 2 1 N Z 0 U z 0 INCH 0 C Q Z O p U � � Q O J Q CO Q W_ � LL O w E-�+ U Q M 3 2 1 N Z 0 U z 0 INCH 0 E J C 0 0 r� 2 3 Ell k Lei 7 0 10 ............ ............ . ..................... .... ...... .. ___.... TIE INTO EXISTING CUT #6 VAULT INTO GAS MAIN EXISTING PRIMARY Ln Ln _- C) "' Ln(VERIFY LOCATION) In .._.__.........................."....___.................. _ ............._..---.............-................. ........... _ -................,_..__........... -.................___--_------. .................., o %L_J M ETCHART ROAD m N o T. ?" HP GAS T' I TIE INTO EXISTING PC N TIE INTO EXISTING 52' P o o :3=I I PRIMARY AND CAN 552, TEL PED LOCATION ETCHART ROAD 80' EXISTING TEL � TIE INTO EXISTING U U z o V) a.. I RI R ° (VERIFY LOCATION) PRIMARY AND CATV U M I I 6' GT Z O i Y 28 ...__.. N >r__ . ...............__..........__..._.__-----"......__.. � __._.____................_______..,_............._..__.._....... >. ............ ,.._.....__..__._............_.___..... _.._.__....... PC v, � _ -- r�� 6 _ 4..........__.,,. 526' E -I .* I L LU -8 V ( 8 �_ 16y..� i _ Lo RULE 20 1 j .--1 ------ r - - - - _ - - - - - - - - - - - - - - - - - - - ....__,._.__................__ -............._...._..............._... � Qi 4' — — — — — — — — - ------------ -_____{-.� LOT B 6" UG CHEVRON -------- 16—'-6 CHERVON--------- ------ -- � , -I-- -PSC PSC -------- ------- -- ----- ---------------------------------- v� OIL LINE EASEMENT 16 -6 CHERVON 6" UG CHEVRON Zo v co OIL PIPELINE ~ ' 46' 10' (� I OIL LINE EASEMENT OIL PIPELINEco RULE 20 RUL 20 rn Cp O ' E -I ►� N ' Z GSTC �o 00 Ecc cc Lo 10' PUE6o o H Z w i > I c I I Z W , O t , 16' SHORTVICE I 60' I 6 , , , ; ; 16' SHORT a SIDE SER \ PST � PST 1p' PST 1p'GSTCsI�E SERVICE/\ SIDE SERVICE 259 PUE IDE SHOR 94 / GPTC - `\ 16' SHORT ` 331' 16' SHORT PUE16' SHORT 180' /_ \N— S 51DE SERVICE r-I�JIT ------------ T — —------�56—SIDE SERVICE SIDE SERVICECrI r -I r� T - T nN— — — — — — — — 'NJJ — — rx - - LJI -i- LNJLJLrLJ LCLJ LC� .ice LC� «.� I LC L5J .�1.. LCJ�—� LC� \ ' TLC 6' ;h A I , i i I E i t I I .............. ................__ ____. _.... _.__.......... - x_... . <. :: I I I 6 I ' i o i PRAD.O DE R DIS VE o L _, . ,l . I I PRADO DEL REY IVE I .r .".. �, �., t., ,.._ ............... ......��. •., - ..r .... � .� __}.... _ .., ico' , ;" I; I I I j I i A, , 455 cn y/ _ .................. .. L I �clq _ i i r: LC .. — — — — — — cn A. %— — — — — — — — — — — — — — — — — — — �• — — — — .� �. �� + .r , Ln v u \� _ _ / 64 LONG 10 64 LONG \ / 64 LONG 64' LONG 1 0 64' LONG 64' LONG _ _ // �" ® > D ? \SIDE SERVICE PUE / \SIDE SERVICE I \SIDE SERVICE \SIDE SERVICE PUE / IDE SERVICE \SIDE SERVICE 97' LONG I I 83' LONG J' + SIDE SERVICE /, SIDE SERVICE n- Q I �-•- 10 PUE x U U� W � Q N i TI I m IOU ouc a I 6' 00 ov v v Q 3 s 0 U a 10' PUE -►� - I I H ' r ..r I Ivl I -- -_ - __ -- -- -- I-- - -- -- , 60 �I __.._.__.-------- _...." .. ............. _....... 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RIVIERA DEL SOL DRIVEL :,: I Y I E I I ..}...� , �z _-u ...._....... _ �. w_ .. _. -... -- . r LCJ INI t i — — — — — — — — — J_ 's . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , , GSjC 16' SERVICE 64' LONG '� 64' LONG 64' LONG \ '' "" `jam J 64' LONG , SIDE SERVICE 1 0 SIDE SERVICE SIDE SERVICE / SIDEr SERVICE 10' J \ - -/ a — — SIDE SERVICE 48 E E PUE 6' PUE 90' LONG / ' 60 /C + SIDE SERVICE z I CJ `i 10 PUE P I I GPTC fy, vv ov vv vo vv I >7179 vv 10' PUE - �-� �. Q (r i Z IUI I I J `� I ------ --------__.. i ? p � � ' I W : f TIE INTO EXISTING ;GAS, _ } �G = PRIMARY, TEL AND CAN 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. NOTE: ' USE THIS OR STAKING 1`RENCHES ONLY. 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