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HomeMy WebLinkAbout1.8-7240 Ph 1LEGEND INSTALL DESCRIPTION TX. SIZE VACANT DUCT 2" ---D4----04 VACANT DUCT 4' -08 -D6 VACANT DUCT 6' P1 ---P1 PRIMARY CAM - 1-1/OAL EPR ENCAP IN NEW 1-2" CONDUIT -P8 -----PB PRIMARY CABLE - 3-1100AL EPR ENCAP IN NEW 1-6" CONDUET ____S SECONDARY CABLE - 1/OAL TPX IN NEW 1-3' CONDUIT --"--51 --St SECONDARY CABLE - 4/0AL TPX IN NEW 1-3" CONDUIT -'S2-----W SECONDARY CABLE - 350AL TPX IN NEW 1-4" CONDUIT --SV--S'V SERVICE CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT S"V7----$V1 SERVICE CABLE - 1 /0AL TPX IN NEW 1-3" CONDUIT ACTUAL PULL...........LBS. STREETLIGHT CABLE EXISTING DESCRIPTION FOREMAN'S INITIALS .......... 3 PHASE PRIMARY CONDUCTOR W/ COMMON NUETRAL - SIZE AS SHOWN O LOC 24 TO LDC 20 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN 118 LOC 111 TO LOC 132 1 PHASE PRIMARY CABI.E/CONDUCTOR - SIZE AS SHOWN - -- - - - VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN INSTALL EXISTING DESCRIPTION 00 17' x 30" x 18" SECONDARY BOX 2E" 17" x 30' x 26' SECONDARY BOX C35 24' x 36' x 18' SECONDARY BOX 3 24' x 36" x 26' SECONDARY BOX DOV x 5' x 3'6" PRIMARY ENCLOSURE L 4' x 6'6' x W PRIMARY ENCLOSURE CPO 4'6" x 8'6" x 6' PRIMARY ENCLOSURE FOREMAN'S INITIALS .......... ® PM TRANSFORMER, DF -LB, SIZE AS SHOWN FOREMAN'S INITIALS ......... LS2A STREET LIGHT iu PMHI PADMOUNT SWITCH / INTERRUPTER X 0 SOLELY OWNED POLE USE 2.5 -GAL & 2- FRONT END PKS. m SOLELY OWNED POLE W/ FOREIGN CONTACT USE 2.5 -GAL & 2- FRONT END PKS. SOLELY OWNED ANCHOR • • RISER EST. PULL 133LBS. X CUTOUT - FUSED AS SHOWN N AIR SWITCH ACTUAL PULL ............ LBS. -� CAPACITOR SPLICE BOX 3' x 5' x 3'6"D IVT. BOX 108 SPLICE BOX 3'x5'x3'6"D IVT. BOX C�e � gt uc ORS -$7191st B°X '10 01-65912 ENVIRONMENTAL ISSUES i� NONE APPARENT (IF PROJECT DESIGN CHANGES, CONTACT ADE) ❑ BASED ON APPUCANT/DEVELOPER-SUPPLIED PLANS ❑ PERMITS ❑ TAILBOARD ❑ OTHER ❑ APPLICANT DESIGN/RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY TO PG&E ACTIONS.) SIGNATURE NOTES 1. THIS 1S AN APPLICANT DESIGN AND INSTALL PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CAN. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGID CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT BE INSPECTED UNTIL THE 3RD WORKING DAY. FAX 0 661-398-5985 CALL 0 661-398-5177 (WORK NOT PROPERLY INSPECTED. MAY BE REJECTED) 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. SECONDARY AND SERVICE CONDUITS SHALL ENTER BOXES FROM UNDERNEATH WITH 90 DEGREE VERTICAL BENDS, EXCEPT FOR BOXES ADJACENT TO TRANSFORMERS. 8. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 9. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 10. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK. 11. CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 12. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 13. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 14. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS 15. APPLICANT TO PROVIDED PLIES AND RIGHTS OF WAY AS REQUIRED. 16. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK. ALL RES SERVICES ARE INVENTORIED AT LOC SEE JOB INSTRUCTIONS FOR CONDUIT IN �s$ IO FRANCHISE AND PRIVATE PROPERTY. 1110, SSE SPLICE BOX 3' x 5' x 3'6"D IVT. BOX >PLICE BOX i' x5' x 3'6"D IVH'. BOX ....../ 83 00 00 00 00 rn 100 OD st t H 0 U_ m N N 1000 0g 0 SPLICE BOX 3' x 5' x 3'6"D IVT. BOX 158 M O 00 P_ N if F�- O O N_ M �W TED J 1 a Ow U_ = a ~ SPLICE BOX 3' x 5' x 3'6"D IVT. BOX 142 00 00 00 00' a� h I F•- ,O SPLICE BOX 472p5 4'6" x 8'6" x 6'D IVT. BOX 10501- JO O501 107 I ENCLOSURE DETAILS ARE INTENDED FOR CONDUIT ENTRANCE INFORMATION ONLY. PLEASE REFER TO JOINT TRENCH DRAWING COIL ADDITIONAL CABLE FOR EXACT LOCATION IN REFERENCE TO FOR FUTURE SWITCH CURB, SIDEWALK, PUE, AND P/L �to T 0 N J-35891 4' x 6'6" x 5'D IVT. BOX F- CH) 0 CO c 4 i0o - 00 00 wo f I to 14 183 N SPLICE BOX 4'6" x 8'6" x 6'D IVT. BOX O C_ V 2 c to- o N m t00o wx 137 N SPLICE BOX 4'6" x 8'6" x 6'D IVT, BOX T00h h NOTE: CABLE ROUTING PER FIG 46 DWG 051071 PAGE 20 WC: O �m �o 125 N x J-45287 4'6" x 8'6" x 6'D W. BOX NOTE: CABLE ROUTING PER FIG 46 DWG 051071 PAGE 20 CABLE PULLING DATA LOC.# TRF# TX. SIZE O LOC 6 TO LOC 8 O LOC 14 TO LOC 69 116 LOC 108 TO LOC 119 G3 LOC 146 TO LOC 142 185 LOC 137 TO LOC 183 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 2264LBS. EST. PULL 204LBS. EST. PULL 196LBS. EST. PULL 48LBS. EST. PULL 255OLBS. ACTUAL PULL ............ LBS. ACTUAL PULL...........LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ........... LBS. ACTUAL PULL...........LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS ......... O LOC 24 TO LDC 20 73 LOC 69 TO LOC 78 118 LOC 111 TO LOC 132 150 LOC 154 TO LOC 142 LOC 32 TO LOC 8 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 84LBS. EST. PULL 70LBS. EST. PULL 233LBS. EST. PULL 227LBS. FST. PULL 211OLBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ...........LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS ......... FOREMAN'S INITIALS ......... LOC 108 TO LOC 37$1 LOC 86 TO LOC 78 121 LOC 142 TO LOC 119 159 LOC 162 TO LOC 154 30 31 LOC 24 TO LOC 32 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL. & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 147LBS. EST. PULL 133LBS. EST, PULL 206LBS. EST. PULL 73LBS. EST. PULL 153M. ACTUAL PULL ............ LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ...........LBS. ACTUAL PULL...........LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... 41 LOC 111 TO LOC 37 LOC 86 TO LOC 83 122 LOC 137 TO LOC 125 167 LOC 162 TO LOC 168 104 �LOC 108 TO LOC 32 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. EST. PULL 165LBS. EST. PULL 58LBS. EST. PULL 3067LBS. EST. PULL 122LBS. EST. PULL 239LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL...........LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS ......... 61 LOC 52 TO LOC 64 LOC 24 TO LOC 83 123 LOC 107 TO LOC 125 159 LOC 175 TO LOC 168 108 LOC 107 TO LOC 32 USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT EMD PKS. USE 2.5 -GAL & 2- FRONT ENR PKS. EST. PULL. 124LBS. EST. PUL. 260LBS. EST. PULL 4585LBS. EST. PULL 122L.BS. EST. PULL 4125LBS. ACTUAL PULL ............ LBS. ACTUAL PULL...........LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS ......... CK) LOC 64 TO LOC 69 g5 LOC 96 TO LOC 20 139 LOC 132 TO LOC 142 181 LOC 178 TO LOC 183 O USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. USE 2.5 -GAL & 2- FRONT END PKS. 64 EST. PULL 100LBS. EST. PULL 221 LBS. EST. PULL 166LBS. EST. PULL 2362LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. ACTUAL PULL ........... LBS. 1W/2B FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... FOREMAN'S INITIALS .......... TYPICAL 36 X 52 PAD DETAIL N rn �O 6mVMeon dml Camidle T -gownlr New 1h• 6aclt of 2* 111Mdm PrUCondrdt�on can" n of Pad I i81(Sl DO PkmmenntWof Conduits 36" ch NOTE: USE 11 DEG BENDS TO /Z ENTER THIS SIDE OF ENCLOSURE ,moo W SPLICE BOX 4'6" x 8'6" x 6'D IVT. BOX TRANSFORMER DATA TABLE LOC.# TRF# TX. SIZE #CUST WISH. KV&ESD ��� �►� z�9�io� s COORDINATE # SERIAL NUMBER MANUFACTURER 37 T-94537 100KVA 14 CUST 1W/2B 99 21 KV 120/240V ADDED 6" CONDUIT THROUGH PROJECT & 111 T-27801 100KVA 11 CUST 1W/28 81 21 KV 120/240V 132 T-43869 1OOKVA 10 CUST 1W/2B 77 21 KV 120/240V 1 T-59746 100KVA 11 CUST IW/2B 81 21 KY 120/240V T-78719 100KVA 10 CUST 1W/2B 77 21 KV 120/240V 162 GD T-86226 10OKVA 12 CUST 1W/2B 88 21 KV 120/240V 175 T-27803 1OOKVA 11 CUST 1W/2B 81 21 KV 120/240V 52 T-39201 100KVA 10 CUST 1W/2B 77 21 KV 120/240V O T-52319 100KVA 11 CUST 1W/2B 81 21 KV 120/240V 14 T-68199 100KVA 14 CUST 1W/28 99 21 KV 120/240V OT-75861 1OOKVA 10 COST 1W/2B 79 21 KV 120/240V O T-94126 50 KVA 8 CUST 1W/2B 64 21 KV 120/240V O T-27805 50 KVA 8 CUST 1W/2B 64 21 KV 120/240V O T-42808 1 100KVA 1 12 CUST 1W/2B 8821 KV 120/240V 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. GENERAL DESIGN INFORMATION: STREET LIGHTS - LS2A LARGEST HOME = 3600 AVG HOUSE SIZE BASED ON 2800 SQ FT HOME 200 AMP MAIN PANELS SCI 10,000 AT ALL PANELS 5 TON A/C UNITS (170 LRA) PG&E Plan Check 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 Approval: Date 2/24/15 RAPTOR ZONE CIRCUIT MAP 30261-B INS DIST: B RENFRO 2101 CLIMATE ZONE R VOLT CLASS 1 NON -CORROSIVE LIGHTNING DIST: 2 SUMMER INTERIOR W. � 1i,1 , RE�NSION 21f E�1C � � _ LI�['ILITY DESIGN SERVICES Office 0559? 641 2954 46325 wailu Lane Ceii t559} 760 9464 ghwahnee� Cdiifortlia 93601 ELECTRIC CONSTRUCTION SKETCH TRACT ?240 PHASE 1 STOCKDALE HWY & STOCKDALE RANCH DR. FOR: WOODSIDE HOMES BAKERSFIELD CALIFQRHU�1 800-227-260 � � �,�' • �� �anae�at �"• California U � � Consultants Inc 7591 N Ingr�m� Ave. S'>�11e 103 Fresno, CA 93711 Phone (559) 2619880 Fau (559) 261-9707 RULE 15,1 NOT 1092105 22 �►� z�9�io� s sH�r E � � SE'S REVISED SW -59115 LOCATION sc� ,�,, CHANGED I-9 TO APPLICANT INSTALL � REVISED IRRIGATION METER &ADDED CATV METER ADDED 6" CONDUIT THROUGH PROJECT & c� Q SET UP FOR FUTURE ON STOCKDALE RANCH DR ,� - -N106 REVM M elf Mectric De81p by: 1 11 L�*P E DESIGN SERVICES once (559) 641 2954 46325 Wallu Lane Cell (559) 760 9464 Ahwahnee, Calc mia 93601 ELECTRIC CONSTRUC110N SKETCH TRACT 7240 PHASE H S ' STOCKDALE HWY & STOCKDALE RANCH DR. FOR: WOODSIDE HOMES BAKERSFIELD CAUFORNIA 1100-227-280 �,�' pwied M�tIIage %, by� Califon U � � Consultazlts Itic 7591 N Ingram Ave. Suite 103 Frmo, CA 93711 Phone (559) 261-9880 Fax (559) 261-9707 RULE 15,16 PM 31102049NM NOT 1092105 22 DAM 21912015 sHMr E2 of E8 *KM s� As SHOW A L"m cffLop" ,e _ N06BY moria by*. � L*P E DESIGN SERVICES t>llce (559) 641 2954 46325 Wallu Lane Cell {559) 760 9464 Ahwahnee, Callfomla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE 1 STOCKDALE HWY & STOCKDALE RANCH DR. FOR. WOODSIDE HOMES BAKERSFIELD CAUFORNA 800-227-za0 �`� pjojed Manageameaat by: California Udh Consultants Inc � 7591 N Ingram Ave. Suite 103 Fresno, CA 93711 Phone (559) 2619880 Fax (559) 2619707 RULE 15,16 PM 31102049 NOT 109210522 DATE 2/9/2015 SHEET E3 OF EB SMEM s r ,� SHOM ,,M � � 0� � ,/� JOB - N0. REVISION BY Electric Dedp by: L P E tTTiLITY DESIGN SERVICES Office (559) 641 2954 46325 Wallu Lane Cell (559) 760 9464 Ahwahnee, Callfomla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE 1 STOCKDALE HWY & STOCKDALE RANCH DR. FOR: WOODSIDE HOMES BMERSFIEW CA�LJFORNIA 800-227-260 � � Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA 93711 bone (559) 261-9880 Fax (559) 261-9707 RULE 15 16 PM 31102049 NOT 109210522 DATE 2/9/2015 sir E4 of Es SWIS ASSHOW � cwra,,o� ,,� © JOB - N0` �10N � Electric -` � �" L P E UTILITY DESIGN SERVICES Me (559) 6412954 Celt (559) 760 9464 46325 Wallu Lane Ahwahnee, Callfornla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE 1 STOCKDALE HWY & STOCKDALE RANCH DR. FOR: WOODSIDE HOMES,' FIELD CAUFORNIA so°-�r-26c, Pmjea Management by: California Utility' Consultants Inc 7591 N Ingram Ave. Suite 103 Fiona►, CA 93711 Pune (559) 2619884 Fax (559) 2619707 RULE ULE 15,16 31102049 NOT 109210522 DrATE 2/9/2015 SHEET' E5 of ES StB:Em SCALE u SHOM 0 curtuopes ONLgm ,OB - NO. REVMGN w �e�aDesig, by: if L�*P E 5 UTILITY DESIGN SERVICES otue (5 59) 6412954 46325 Wallu Laine Cell (559) 760 9464 Ahwahnee, California 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE 1 STOCKDALE HWY & STOCKDALE RANCH DR. FOR: WOODSIDE HOMES 1 BAKERSFIEL.D CAUFORNIA Boo -227-26o �' ProMa bY' California �' U ' ' Consultants Inc 7591 N bW m� Ave. Soft 103 Fresno, CA 93711 Phone (559) 2619880 Fax (559) 261-9707 RULE 15,16 PM 311020149 NOT 1092105 22 DATE 219I2015 stiEEt E6 of ES SHEER SCAM AS SHOW 0�,� � L"" DRAFM C ,mss - SHEET E7jt >�LION Elf erect& nem by: �PE5 U'rllrnr DESIGN SERVICES Office (5 59) 6412954 46325 walru t,arie Cell (559) 760 9464 Ahwahnee, Callfwnla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE ] STOCKDALE HWY & STOCKDALE RANCH DR. FOR. WOODSiDE HOMES BAKERSFIELD CALIFORNIA 96 72 72 71 IL (� 300'/331- 141 l I M1� MMNM Off � 0 cfl �- # ao Off LOW 168 , 142 Jos - PG&E Plan Check does not release the Applicant from facilities U) LiJ responsibility to construct the aO Li. according to PG&E Standards. In the event of a conflict during construction l � � 143 '" I 83 [, between PG&E Standards and the plans, PG&E 95 300'/331' I ao ,69 Standards will control. 173 50348 170 160'/191' — -- — - -- -- ,� lil Y Final A proval: AD Date 2 /2 4 / 15 2 2 144 '- m � - Lij 1 1 CL 2E ao I �m Q 94 .- GCL �T GD10OKVVA,,59746 CO l iO aD N � 147 93 °o 1 1 m � Uj SCALE: 1 "=40' SCALE 48 `'�.,; ; s a 2 E Sd 71 P1- 40' 0' 40' 80' I P E S 92L�f N � U LI DES SE ES t m RAPTOR ZONE 187 o I mm CIRCUIT MAP 30261--B 91 INS DIST: B REN FRO 2101 .� 186 CLIMATE ZONE R 650, 71 / 185 V LT CLASS 1 0 2E arl ''�� NON—CORROSIVE �l LIGHTNING DIST: 2 SUMMER INTERIOR 90 V to ^r � 183 m / e 182 VD 5.6 89 FD 7.0 I 57 180'/194' I SV x'180'/194' 59 VD 5.2 60 FD 5.2 100'/1144' 100'/114' 575'/606' 150 100 VD 6.2 SV -.� 50345 62 GE) N a 156 6 65 99 t elf 0 U IZt I LIJ 61 tN w �-- 66 100'/114' i t M 6cr 7 M155 135'/149' 135'/149' J VD 4.4 r / FD 4.7 HANNAH LYN AVE r 1491 8519 O 152 85 /99 4? V5151 O 1 � 153 1 / 1 77 76 75 t l I 1 \ 170'/184' \ 159 C163 PULL - ''."'— 85'/< .. N W SHEET E7 B ROC KB ANK AVENUE 97 68 69 85 86 150'/164' 150'/164' 85'/99' 85'/99' VD 4.5 FD 5.0 VD 5.8 FD 5.8 T -78719 1 "� 154 100KVA, BO 160 85',/99'-11,- N `-----rS2 �' 1fi1 162 T-86226 %_� 305'/319' 1OOKVA, BO 165 74 73 78 VD 5.7 79 I FD 6.6 80 l 81 82 110'/124' 110'/124' / 179 ! 110'/124' 180250'/264' ... ._... — _ . L== — — 50347 1 176 —136 L t 85'/99' '8--P8---PS----PBpe PULL 345'/418' .PB---•-p8""_-PS - . 181 ELLA JANE WA Y CD325' ^-----S2---52{ 166 _-- So34s 'k? vp N,� - M --- - �_ - - - _ L....... a 70 1 84 1 83 85 1 86 1 74 ... , �.. .... - -. _ _ ._ - .. _ _ - _ ..,...�.._. _ _ __ - 50 -1 195' SPAN -�.,. 50' 2 , 3-397A 21KV & 4 51 RELOCATION OF DG TO IBE DONE ON — __ _ _ — _ _ 5 SPAN SW -93237 /OA CN &RCN 9QOS SEPARATE ESTIMATE VD 6.0 RISER 3-397A 21 KV & 4/OA CN 8c RCN BY PG&E. I 50' FD 6.7 ( x x x SHEET E6 SHEET E4 SUMP 178 902 QUAD 50' 140'/154' 140'/154' APPLICANT TO INSTALL 41 88 87 THE FIRST 10' OF RISER POLE REQUIRES STAKING BY 73 72 I MOLDING, , BACKUP TT LICENSED CIVIL AND G DASSYPG EO NEER OR LICENSED SURVEYOR. 20145 INSTALL THE REMAINDER OF RISER. APPLICANT IS NOT TO I 1OOT SET POLE UNLESS IT HAS aQF INSTALL 50'-1 BEEN STAKED BY ONE OF ON Q 50 SH E7 PG BM=11370LBS THOSE ENTITIES AND ACCEPTABLE WITH 21� r. POLE VW=903.9LBS THE CITY OF BAKERSFIELD. LAT= 35'20'50.70"N CIVIL ENGINEER L_ _.. ....._..� T14933 i LONG= 119'10'18.02"W OR LICENSED SURVEYOR TO 2500 Ems, ELEV=354 FT CONTACT GARY GANCI OF 41 V COORDINATES PER FAA REQUIREMENT CALIFORNIA UTILITY CONSULTING x x AND ARE NOT TO BE USED IF THERE ARE ANY CONFLICTS SO' FOR POLE STAKING OR PLACEMENT. AT (559) 760-3733.' N0. >�LION Elf erect& nem by: �PE5 U'rllrnr DESIGN SERVICES Office (5 59) 6412954 46325 walru t,arie Cell (559) 760 9464 Ahwahnee, Callfwnla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE ] STOCKDALE HWY & STOCKDALE RANCH DR. FOR. WOODSiDE HOMES BAKERSFIELD CALIFORNIA a- 72 72 71 j 15 SHAT E7 CW Es S *M 300'/331- SCAM ,� SHOW 167 MMNM Off � # Lit Off LOW 168 , Uj Jos - U) I a aO Li. l � � I 83 84. � VD 3.1 l 300'/331' 175 FD 3.0 l ,69 T-27803 174 100KVA, BO 173 50348 170 85'/99' — -- — - -- -- ,� 310'/324' 1 "'-----51 -----52-----52 --D2-•----D2----02---D2-----D2---I 2 2 CD325' ^-----S2---52{ 166 _-- So34s 'k? vp N,� - M --- - �_ - - - _ L....... a 70 1 84 1 83 85 1 86 1 74 ... , �.. .... - -. _ _ ._ - .. _ _ - _ ..,...�.._. _ _ __ - 50 -1 195' SPAN -�.,. 50' 2 , 3-397A 21KV & 4 51 RELOCATION OF DG TO IBE DONE ON — __ _ _ — _ _ 5 SPAN SW -93237 /OA CN &RCN 9QOS SEPARATE ESTIMATE VD 6.0 RISER 3-397A 21 KV & 4/OA CN 8c RCN BY PG&E. I 50' FD 6.7 ( x x x SHEET E6 SHEET E4 SUMP 178 902 QUAD 50' 140'/154' 140'/154' APPLICANT TO INSTALL 41 88 87 THE FIRST 10' OF RISER POLE REQUIRES STAKING BY 73 72 I MOLDING, , BACKUP TT LICENSED CIVIL AND G DASSYPG EO NEER OR LICENSED SURVEYOR. 20145 INSTALL THE REMAINDER OF RISER. APPLICANT IS NOT TO I 1OOT SET POLE UNLESS IT HAS aQF INSTALL 50'-1 BEEN STAKED BY ONE OF ON Q 50 SH E7 PG BM=11370LBS THOSE ENTITIES AND ACCEPTABLE WITH 21� r. POLE VW=903.9LBS THE CITY OF BAKERSFIELD. LAT= 35'20'50.70"N CIVIL ENGINEER L_ _.. ....._..� T14933 i LONG= 119'10'18.02"W OR LICENSED SURVEYOR TO 2500 Ems, ELEV=354 FT CONTACT GARY GANCI OF 41 V COORDINATES PER FAA REQUIREMENT CALIFORNIA UTILITY CONSULTING x x AND ARE NOT TO BE USED IF THERE ARE ANY CONFLICTS SO' FOR POLE STAKING OR PLACEMENT. AT (559) 760-3733.' N0. >�LION Elf erect& nem by: �PE5 U'rllrnr DESIGN SERVICES Office (5 59) 6412954 46325 walru t,arie Cell (559) 760 9464 Ahwahnee, Callfwnla 93601 ELECTRIC CONSTRUCTION SKETCH TRACT 7240 PHASE ] STOCKDALE HWY & STOCKDALE RANCH DR. FOR. WOODSiDE HOMES BAKERSFIELD CALIFORNIA 800-227-260QA � PW Manageanent • CalifOUtility Consultants Inc � 7591 N hWm Ave. Suite 103 Faremo, CA 93711 Moue (559) 261-9880 Fax (559) 261-9707 .RULE 15,16 PM 31102049 NOT 1092105 2 2 j 15 SHAT E7 CW Es S *M SCAM ,� SHOW MMNM Off � Off LOW ]k Jos -