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HomeMy WebLinkAbout1.8-6663 Ph 3 & 4THIS JOB WILL BE FULL APPLICANT CONSTRUCTION. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, DISTRIBUTION, AND SERVICE FACILITIES PG&E TO PERFORM TIE IN WORK. APPLICANT CONTRACTOR TO VERIFY MATERIAL INVENTORY MATCHES CONSTRUCTION AND CIRCUIT SKETCHES BEFORE ORDERING AND INSTALLING MATERIAL. THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY. PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS. THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. ALL RES SERVICES ARE INVENTORIED AT LOC SEE JOB INSTRUCTIONS FOR CONDUIT IN �2s FRANCHISE AND PRIVATE PROPERTY. PG&E TO INSTALL ALL RESIDENTIAL SERVICES. SERVICE CONDUIT BREAKDOWN XX'/XX'/XX' OR � ' P Q O�JO �'OJ\ GP�vCv 0i 0 ALL SHORT SIDE SERVICES ARE 25'/39' UNLESS OTHERWISE NOTED. ENCLOSURE DETAILS ARE INTENDED FOR CONDUIT ENTRANCE INFORMATION ONLY. PLEASE REFER TO JOINT TRENCH DRAWINC FOR EXACT LOCATION IN REFERENCE TO CURB, SIDEWALK, PUE, AND P/L. GENERAL DESIGN INFORMATION: STREET LIGHTS — LS2A LARGEST HOME = 3240 AVG HOUSE SIZE BASED ON 2513 SQ FT HOME 200 AMP MAIN PANELS SCI 102000 AT ALL PANELS 5 TON A/C UNITS (170 LRA) TYPICAL 36" X 52" PAD DETAIL A 36" Group All Secondary Conduits Together Near the Back of the Window Secondary Primary Conduit Section Conduit Section of Pad 00 rJ S 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 Underground Service Alert Call: Toll Free 811 CALL TWO WORMG DAYS BEFORE YOU DIG NO PG&E GAS CONFLICTS IDENTIFIED FOR THIS PROJECT GAS PLAT. 5126-A5 FUTURE 200A SPLICE BOX 3' X 5' X 3'6"D IVT. BOX (EXTERNAL DIMENSION 3'-9"W X 5'-9"L X 5'-1 "D) FUTURE 200A SPLICE BOX 3' X 5' X 3'6"D IVT. BOX (EXTERNAL DIMENSION 3'-9"W X 5'-9"L X 5'-1"D) Xi N I a 0 0 0 00 00 53 co co 0 0 X a rI I 1 0 200A SPLICE BOX 3' X 5' X 3'6"D IVT. BOX (EXTERNAL DIMENSION 3'-9"W X 5-91 X 5'-1 "D) TO T-1 1-4X 200A SPLICE BOX 3' X 5' X 3'6"D IVT. BOX (EXTERNAL DIMENSION 3'-9"W X 5'-9"L X 5'-1 "D) X� �a 0 � 00 00 81 Oo 00 o � xIL i 0 200A SPLICE BOX 3' X 5' X 3'6"D IVT. BOX (EXTERNAL DIMENSION 3'-9"W X 5'-9"L X 5'-1"D) APPLICANT: 307.75 POURABLE GALLONS CABLE PULLING DATA ORDERED AT THIS LOG O LOC 1 TO LOC 6 O LOC 57 TO LOC 53 O LOC 78 TO LOC 85 USE 1—GAL & 2— FRONT END PKS. USE 0—GAL & 2— FRONT END PKS. USE 0—GAL & 2— FRONT END PKS. EST. PULL 355LBS. EST. PULL 118LBS. EST. PULL 110LBS. ACTUAL PULL............ LBS. ACTUAL PULL............ LBS. ACTUAL PULL............ LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... OLOC 13 TO LOC 6 O LOC 57 TO LOC 49 O LOC 95 TO LOC 85 USE 0—GAL & 2— FRONT END PKS. USE 0.5—GAL & 2— FRONT END PKS. USE 0.75—GAL & 2— FRONT END PKS. EST. PULL 110LBS. EST. PULL 130LBS. EST. PULL 180LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. ACTUAL PULL............LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... 14 LOC 13 TO LOC 53 g2 LOC 1 TO LOC 67 1p2 LOC 99 TO LOC 105 USE 0—GAL & 2— FRONT END PKS. USE 0.5—GAL & 2— FRONT END PKS. USE 0—GAL & 2— FRONT END PKS. EST. PULL 70LBS. EST. PULL 175LBS. EST. PULL 103LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... O LOC 20 TO LOC 30 ® LOC 1 TO LOC 71 110 LOC 81 TO LOC 105 USE 0.5—GAL & 2— FRONT END PKS. USE 0.75—GAL & 2— FRONT END PKS. USE 0.5—GAL & 2— FRONT END PKS. EST. PULL 163LBS. EST. PULL 157LBS. EST. PULL 226LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... ® LOC 95 TO LOC 30 74 LOC 78 TO LOC 71 111 LOC 99 TO LOC 114 USE 0.75—GAL & 2— FRONT END PKS. USE 0—GAL & 2— FRONT END PKS. USE 1—GAL & 2— FRONT END PKS. EST. PULL 204LBS. EST. PULL 71LBS. EST. PULL 235LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... O LOC 41 TO LOC 49 75 LOC 81 TO LOC 67 117 LOC 120 TO LOC 114 USE 0.5—GAL & 2— FRONT END PKS. USE 1—GAL & 2— FRONT END PKS. USE 0—GAL & 2— FRONT END PKS. EST. PULL 151LBS. EST. PULL 219LBS. EST. PULL 101LBS. ACTUAL PULL............ LBS. ACTUAL PULL............ LBS. ACTUAL PULL............ LBS. FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... FOREMAN'S INITIALS.......... PRIMARY CONDUCTOR MAXIMUM PULLING TENSIONS 1-1/OAL IN 2" GRIP=844LBS PULLING EYE=844LBS TRANSFORMER DATA TABLE LOC.# TRF# TX. SIZE #CUST WIRE BUSH. ESD. KVA. PRI. VOLTS SEC. VOLTS COORDINATE # SERIAL NUMBER MANUFACTURER OT-1X 100KVA 9 CUST 1W/213 69 21 KV 120/240V 13 T-2X 50KVA 7 CUST 1W/213 57 21 KV 120/240V 20 T-3X 100KVA 10 CUST 1W/213 77 21 KV 120/240V 30 T-4X 100KVA 9 CUST 1W/213 69 21 KV 120/240V 41 T-5X 100KVA 10 CUST 1W/213 77 21 KV 120/240V 49 T-6X 100KVA 12 CUST 1W/213 88 21 KV 120/240V 57 T-7X 100KVA 10 CUST 1W/213 77 21 KV 120/240V 95 T-8X 100KVA 8 CUST 1W/213 64 21 KV 120/240V 85 T-9X 100KVA 12 CUST 1W/213 88 21 KV 120/240V 78 T-10X 50KVA 7 CUST 1W/213 57 21 KV 120/240V 67 T-11X 100KVA 11 CUST 1W/213 82 21 KV 120/240V 99 T-12X 50KVA 6 CUST 1W/213 50 21 KV 120/240V 105 T-13X 50KVA 8 CUST 1W/213 65 21 KV 120/240V 114 T-14X 50KVA 8 CUST 1W/213 64 21 KV 120/240V 120 T-15X 100KVA 9 CUST 1W/213 69 21 KV 120/240V LEGEND —D4—D4 VACANT DUCT 4" VACANT DUCT 6" P1—P1 PRIMARY CABLE - 1-1/OAL EPR ENCAP IN NEW 1-2" CONDUIT 33 PRIMARY CABLE - 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT )5 PRIMARY CABLE - 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT .)8 PRIMARY CABLE - 3-1100AL EPR ENCAP IN NEW 1-6" CONDUIT —SAS—S— SECONDARY CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT �11 SECONDARY CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT —S2—S2 SECONDARY CABLE - 350AL TPX IN NEW 1-4" CONDUIT W----W SERVICE CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT ----SV1----SV1 SERVICE CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT STREETLIGHT CABLE - INSTALLED BY CITY OF BAKERSFIELD EXISTING DESCRIPTION �• 3 PHASE PRIMARY CONDUCTOR W/ COMMON NUETRAL — SIZE AS SHOWN 3 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN INSTALL EXISTING DESCRIPTION L2J 17" x 30" x 18" SECONDARY BOX �2 17" x 30" x 26" SECONDARY BOX �y 24" x 36" x 18" SECONDARY BOX L J 24" x 36" x 26" SECONDARY BOX 3' x 5' x 3'6" PRIMARY ENCLOSURE L5J (EXTERNAL DIMENSION 3'-9"W X 5'-9"L X 5'-1"D) r7-1 4'6" x 8'6" x 6' PRIMARY ENCLOSURE L_J (EXTERNAL DIMENSION 5'-6"W X 9'-6"L X 6'-7"D) Ad PM TRANSFORMER, DF—LB, SIZE AS SHOWN 17�PMI-9 u_ U PADMOUNT SWITCH / INTERRUPTER --�� LS2A STREET LIGHT END OF CONDUIT - BALL MARKER POS POINT OF SERVICE FOR LS2 STREET LIGHTS H AIR SWITCH • RISER X CUTOUT - FUSED AS SHOWN X O SOLELY OWNED POLE DOWN GUY LOP E S U &ITY DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 1 37-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE 40' 0' 40' 80' NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA93711 Phone (559) 261-9880 Fax (559) 261-9707 RULE 15, 16 PM 35206473 NOT 1 19292666 DATE 1-7-2021 SHEET El OF E4 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER AMD 0 JOB i CF4si SUNCHASE DRIVE T-4X 30 100KVA 16 3�� iIJ - 2 r 1 W � 17 1 W I 0 33 V — 125/139' z I 18 19 -2 34 a VD 3.9 FD 4.7 IL a. THUNDER TRAIL DRIVE 35 a 490'/504' CIL IL 20 VD FD 3.1 3.6 a W 0 36 I > 2 r I z a I Y 21 = a 15 14 �,1 28 27 `'' ppS 125'/139' 1�51 1 68 PHASE 3 13 VD 4.6 FD 5.2 �i 26 24 —51 N. D4—D4—D4—D� SERVICE ON 995' 62856 �� RIGHT SIDE TO AVOID WATER 25 l.i 115'/25'/154' 115'/25'/154' 54 55 53 52 38 40'/7 `sue 373937 S1 �1 w r Lry B28S7 60'/25'/99' 22 VD 3.8 FD 4.4 PHASE 3 — a. V1 PHASE 4 60'/25'/99' rS I SHEET E2 67 66 65 64 W z g 63 U*P E S UTILITY DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137—N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING PHASE 3 1� SCALE: 1 "=An' SCALE 40' 0' 40' 80' — II I 12 11 1 10 9 0 8 7 6 5 4 3 2 1 21 OOf VD 3.7 15'/8 60'/75' 19 U 15 i2 FD 3.5 CD 0'/25'/40' O'/25'/40' 60'/74' 65'/79' 65'/79' )L65'/79' '/25'/40' O'/25'/40' 20 100KVA 13 50KVA 100KVA 4 O? 2 2 390'/404 23 �y 130'/25'/170' 130'/25'/170' 56 57 VD 3.6 FD 4.3 51 50 40 42 60'/74' 60'/74' T-5X 41 100KVA —S2—S2 1 �1ry /y 60'/25'/99' 60'/25'/99' 23 24 PHASE 3 1 PHASE 4 P1 —P1 M--- �C % J —P1 628S5 P1 —P1 1 P1 P1 P1 P1 P1 —P1 P1 P1 P1 —P -D4—D4—04-04-04—D4 —D4 —D4—D4 —D4—D4 —D4—D4 P—d4 —D4 —D4 —D4—/ p4 SHAVER DRIVE 570' 14 a \\ B28S4 260'/274' PULL 590'/622' PULL 390' 17 210'/241' I „[� 9 SHAVER DRIVE 3 0 a h s I s LOC 1 AT PMI s r{r s s G W s s G ON ASHE RD. L z % , , NEAR LOT 37 110'/25'/150' 110'/25'/150' 110'/25'/149' 110'/25'/149' 85'/25'/124' 85'/25'/124' 95'/25'/134' I } 95'/25'/134' 95'/25'/134' 105/25/145' 105/25/145' 75'/25'/115' a J H 58 59 60 61 62 63 64 = 65 66 67 68 69 IL D V VD 3.6 VD 4.8 a VD 3.4 VD 3.7 FD 4.4 FD 5.0 I FD 4.2 FD 4.4 — LEI 53 — — J 49 48 47 46 45 44 43 a�a 42 41 40 39 46 48 50 52 I 56 58 120'/134' 60'/74' 60'/74' 290'/0321' 60'/74' 60'/74' \ / / T-6X r51 a / T-7X / 5 5 49 100KVA 57 100KVA O�� \ GD 59 2 �2�2,�-52 1 1 — a 55 N 1-51 —S2�N 1 — — NL —P1 41,—P1—P1-121 P1—pi —P1 —pi —Pt 1—Py Pl P1 P1 -P1—Pt—P1—Pt—P \ PULL PULL 62859 P1—pi —pi —pi —P THUNDER TRAIL DRIVE O THUNDER TRAIL DRIVE 360'/374' 82858 310'/324' \I�Ir 0 - _ AL 60'/25'/99' 60'/25'/99' 25 26 VD 3.3 FD 3.6 60'/25'/99' VD�.O FD 4.6 60'/25/99 28 60'/25'/99' 29 60'/25'/99' 60'/25'/99' 60'/25'/99' 30 31 32 VD 3.5 FD 3.6 38 60 170'/ 184' PoS 61 628T1 �` VD 4.7 z 60'/25'/99' 60'/25'/99' 60'/25'/99' 60'/25'/99' FD 5.7 / }� 35'/25'/74 LJ 0 I 33 34 35 36 37 O2 VD 3.3 V FD 3.6 Sw-1 X PHASE 3 I I 1-1X — — — — � I-2x P -3X I-4x PHASE 4 SW-2x SHEET E2 Y N r�q J CO 0 O m 0 J a 0 o W ro Q 62853 1 Q I a o 0 a L L II I tO o 03 TO J-2330 m a Il �i a ' w Q SEE PM * 35206476 FOR RULE 20 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED THE SAME TIME. NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASHE RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA93711 Phone (559) 261-9880 Fax (559) 261-9707 RULE 15, 16 PM 35206473 NOT 1 19292666 DATE 1-7-2021 SHEET E 2 OF E4 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER AMD 0 JOB 17 LOC 97 NEAR Of MJ SHEET E3 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 SHEET E3 1 17LOTS 34 35 IL 1a VD 4.3 VD 5.0 VD 3.5 VD 4.3 VD 4.6 VD 4.0 0 T-8X FD 5.9 FD 4.7 FD 3.7 FD 4.6 FD 4.6 W FD 4.6 I 100 I j 100KVA 95 � Z a t o O O 135'/25'/174' 65'/25'/10,4' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/1014' 665'/25'/104' 75'/25'/1114' 75'/25'/114' g 125'/25'/164' 125'/25'/164' 125'/25'/165' 125'/25'/165' 65'/25'/105' I 0 94 LLI N Y 628ra m 40'/54' Z i %s 5 h h m Q (n a Y :0 628T2 $ Imo i I Q J N 18 k4' 2 \ _/ _ U r _ a s 0 0 a4I so 62 7IF, 74 WALKERS GLEN LANE s6 62 I I m 1 I I % 93 �� WALKERS GLEN LANE a - m A� 430'/444' 260'/274' 510'240'/271' PULL PULL PULL 430 /479 PULL 310'/342' a o PULL PULL p ppp92 O7� p P1 P1 P1 —P1 —P1 —P1 —P1 1 P1 �P1 1 —P1 P1 — P7 —P P1—P1��P1�C P1—P�—P� P�—P��P� P1 Pp71 —Pp� —Pp11 P1 P1 —P1 P1 P1 1 P1 P1 P1 P1 P1 P1 J 1 j P1 1 m P Q � '` � 0 0 IT 69 N 2-52 2—S2—S2 N —1 �51 N --- 1 1-51 1 76 P S 1-51 5 1—S1 N 2-52 1 �51 m 1 / 91 O 87 s 85 100KVA 83 828T3 N 135'/149' 78 50KVA s �O s O� 67 100KVA $ 65 0 a / / f 73 71 70 T-11 X / , 81 79 120'/134' � 628r9 I 41 l / 20 120' 8134' 60'/74' 60'/25'/99' 60'/74' 72 60 /74 60'/75' 0 /25 /40 0 /25 /40 rN a 60'/74' / 77 69 O �, 66 130'/145' 63 m a 64 I I / 21 22 23 24 25 26 27 i 59 60 61 62 63 64 65 66 67 VD 4.1 an p p p — i FD 4.4 I I I m m a 1n 52 Vo 4.1UJ I 34 33 32 31 30 29 28 a z 1 58 57 56 55 54 53 Loc 125 AT FD 4.7 51 to m to I � I SOUTH END VD 3.7 VD 4.1 VD 4.7 VD 4.7 a U VD 4.7 VD 4.7 VD 3.1 OF ASHE RD. I FD 4.5 FD 4.5 FD 4.5 FD 4.5 LL- FD 4.5 FD 4.5 FD 3.7 NEAR LOT 49 I / Q a 0 0 SEE PM 35206476 35'/25'/74' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' a 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' 65'/25'/104' 124 N P� FOR RULE / O a I I I 20 WORK , a 0 SHOWN IN y y y a O r y LIGHT GRAY. - - I 828T7 - I I I BOTH JOBS J r I— t23 a 0 0 aWILL BE CONSTRUCTED 0' 125'/139' 111 T THE SAME - a - 628T8 102 MOVE ST LT r DIAMOND SPRINGS DRIVE 17 50 ^� m m a 828T5 DIAMOND SPRINGS DRIVE 0� TRANSFORMER CLEAR FRONT110 565'/579' � 245'/259' PULL 629T8 390'/421' a sv- - I I I I PULL Lf P1 P1 P1- �P1 P1 —P1 P1 —P1 P1 —P1 —P1 P1 —P1 —P1 PULL 40'/25'/79' °D m m a 0 CN 97 ;�P1 P1 P1P1 P1 —P1 P1 P1 —P1 P1 —P1 —P7 P1 P1 —P7 P1 P1 P1 —P1 P1 P1 P1 1 P1 / a C3 0 O _ _ — — y, I I 1 T 0_ O101 POS �j--S1 N� �--S1—S1 1-51 „6 1 1 N a o 0 0 = O h\ 107 112 \O 118 1 122 I Q $ 103 105 T-13X s s s 114 T-14X 50KVA 50KVA 120 100KVA �� 49 a I 1 0 T-12X r ,06 r ° ` IIII 90'/104' 99 50KVA 60'/74' 60'/74' 145'/159' 60'/74' 60'/74' 60 /74 s6 65'/79' 104 ,O6 113 115 119 s5 /7s ,25 IIII 100 41 LANDSCAPE METER 109 100A, 120/240, 10 a� 320'/334' SCI=10,000A a o no 35 36 37 38 39 40 /LN 42 43 44 45 46 47 48 1KVA, VD 3.1 828U4 B28U3 � � \ �_ 828U2 � rn rn : �b b 3/4C 21KV NO CN BERKSHIRE ROAD C/o-16822 1 I BERKSHIRE ROAD 45 L*P E S U - f DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER 3/4C 21KV NO CN RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137—N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING 25T m o 0` 45'co a I 1 m m a0 55' 1 a 55'-1 SW-3X 0 U J 0 0 Y SCALE: 1 "=40' SCALELn J a I M 40 0 40' 80 rn 00 I 3 N O � I NO. REVISION BY Electric Design by: T T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASHE RD &BERKSHIRE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 �. Project Management by: California Utility Consultants Inc 7591 N Ingram Ave. Suite 103 Fresno, CA93711 Phone (559) 261-9880 Fax (559) 261-9707 RULE 15, 16 PM 35206473 NOT 1 19292666 DATE 1-7-2021 SHEET E3 OF E4 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER AMD 0 JOB SW-199783 NOT USED NOT USED 1-35572 1-69808 1-55810 SW-354295 1-1/OAL 21KV TO T-94041 J 1-1/OAL 21KV TO T-79439 �— Z S U N C H A S E D R I V E N J Q O O J I M -2X T-1X -3X 50KVA 100KVA O 100KVA 10 CUST 7 CUST 9 CUST T-4X ESD 77 KVA Q ESD 57 KVA AO 69 KVA 100KVA —P1 Co � AFI 9 CUST 1 �P1—P1 P1—ES4 *I4'—P1—P1 P1-'—P1 —P1 ESD 69 KVA FI — U FI co —D4—D4—D4D4—D4—D4—D4—D4—D4—D4—D4 FI—04—D4-04---04-04—D4 ILS H A V E R D R I V E i Z W STUB OUT 4" CONDUIT Q FOR FUTURE 3 PHASE a J (277/480) PUMP I } _ —J as � T-6X a � T-7X IL T-5X 100KVA I Q 100KVA 100KVA 12 CUST 2 10 CUST °D W 10 C77TKVA U ESD 88 KVA a AS a ESDAO ESD 77 KVA a A0 L P1—P1—P1—P1—P1 � 1-21 a O THUNDER TRAIL DRIVE la ala Cn Z as Q Ia Q FI T-8X • FI 2 (n 100KVA CCrr i 8 CUST LLJ ad coop 64 KVA Z WALKERS GLEN LANE q as ggqa \A �P1 P1 —P1 P1 —P1 P� ;;=p—l_ Pt � I '—P1 �P1—P1 �c'�'��'—P1—P1—P1 P1 3 .0—P1—P1—P1 P P1 a P1FI a FI FI T-SIX U I T-1OX T-11X 100KVA 50KVA 100KVA 12 CUST — 7 CUST 11 CUST ESD 88 KVA LL- a ESD 57 KVA ESD 82 KVA Co Co BO U ,, cc 1 �a D I A M O N D S P R I N G S D R I V E a F.w —n1. —113e. P P1 e. P1 o7J P1 M 2-1/OAL 21KV TO J-2319 4 Ut ooa DROP RISER INTO NEW #7 BOX. THIS BOX TO BE USED IN FUTURE FOR SW/INT/SW TO SERVE O FUTURE 30 WATER WELL •o •o a IIT oo� J-2330 1-1/OAL 21KV P5 —P5 —P5 —P5 —P5 2-1/OAL 21KV 1-1/OAL 21KV STAR SAPPHIRE DR. •o •o a II� T , 00 0o W •o •o o0 I 3X LLJ to Q SB-575691 SW-8981 REC 1466-MF N TIE INTO EXISTING 4" CONDUIT USE PMI-9 CODE 35-3570 PER PG&E y SW-1X I I-1X I I 1-2X - AO 1-3X - BO 1-4X - CO L_-4 SW-2X 1-2X=48 CUST = 25A 1-3X=42 CUST = 22A 1-4X=46 CUST = 24A SEE PM 35206476 FOR RULE 20 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED AT THE SAME TIME. CIRCUIT SKETCH LEGEND INSTALL DESCRIPTION ------- D4------ D4 VACANT DUCT 4" D6D6— VACANT DUCT 6" P1 —P1 PRIMARY CABLE - 1-1/OAL EPR ENCAP IN NEW 1-2" CONDUIT P3P3 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 EXISTING DESCRIPTION — 1 PHASE PRIMARY OH CONDUCTOR - SIZE AS SHOWN 3 PHASE PRIMARY CONDUCTOR - SIZE AS SHOWN — 1 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN 3 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN 3 PHASE PRIMARY CONDUCTOR W/ COMMON NUETRAL - SIZE AS SHOWN INSTALL EXISTING DESCRIPTION i 200A SEPARABLE LOADBREAK CONNECTOR STRAIGHT SPLICE AJPM TRANSFORMER, DF—LB, SIZE AS SHOWN ® LOADBREAK 200A 4 WAY JUNCTION <•> OVERHEAD FAULT INDICATOR • FI UNDERGROUND FAULT INDICATOR •.IlLi ® PMHI PADMOUNT SWITCH / INTERRUPTER IH M AIR SWITCH • • RISER x CUTOUT — FUSED AS SHOWN RECLOSER WITH BY PASS SWITCH AND SOLID BLADES SCADA CONTROLLED U*P E S U DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING N.T.S. NO. REVISION BY Electric Design by: L �T T ^ �J j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CIRCUIT SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 15, 16 PM 35206473 NOT 119292666 DATE 1-7-2021 SHEET E4 OF E4 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB LEGEND INSTALL DESCRIPTION —D4—D4 VACANT DUCT 4" —DB—DB VACANT DUCT 6" — PRIMARY CABLE — 1-1/OAL EPR ENCAP IN NEW 1-2" 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 SVSV SERVICE CABLE — 1/OAL TPX IN NEW 1-3" CONDUIT EXISTING DESCRIPTION • 3 PHASE PRIMARY CONDUCTOR W/ COMMON NUETRAL — SIZE AS SHOWN 3 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN INSTALL EXISTING DESCRIPTION 3PRIMARYENCLOSURE '-959"L EXTERNALDIM DIMENSION X 5'-1"D) ( r—� 4'6" x 8'6" x 6' PRIMARY ENCLOSURE L7J (EXTERNAL DIMENSION 5'-6"W X 9'-6"L X 6'-7"D) �1J PMI-9 PADMOUNT SWITCH / INTERRUPTER --� LS2A STREET LIGHT En END OF CONDUIT — BALL MARKER H AIR SWITCH • RISER X CUTOUT — FUSED AS SHOWN X Q SOLELY OWNED POLE — DOWN GUY 8 812 ALL LUBE ORDERED CABLE PULLING DATA AT THESE LOCATIONS © LOC 1 TO LOC 7 USE 1—GAL & 3— FRONT END PKS. EST. PULL 1396LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... © LOG 9 TO LOC 7 USE 3.5—GAL & 4— FRONT END PKS. EST. PULL 2816LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 812 LOC 803 TO LOC 813 USE 3—GAL & 2— FRONT END PKS. EST. PULL 1378LBS. ACTUAL PULL............ LBS. FOREMAN'S INITIALS .......... THIS JOB WILL BE FULL APPLICANT CONSTRUCTION. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, DISTRIBUTION, AND SERVICE FACILITIES PG&E TO PERFORM TIE IN WORK. APPLICANT CONTRACTOR TO VERIFY MATERIAL INVENTORY MATCHES CONSTRUCTION AND CIRCUIT SKETCHES BEFORE ORDERING AND INSTALLING MATERIAL. CIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY. LEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING 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 Underground Service Alert Call: Toll Free 811 CALL TWO WORMG DAYS BEFORE YOU DIG NO PG&E GAS CONFLICTS IDENTIFIED FOR THIS PROJECT GAS PLAT: 5126-A5 SHEET E1 PRIMARY CONDUCTOR MAXIMUM PULLING TENSIONS 3-1/OAL IN 4" GRIP=1688LBS PULLING EYE=1688LBS 3-1100AL IN 6" GRIP=2000LBS PULLING EYE=10000LBS oLO �0 Y � I aC O O 0) 1-25M ANCHOR, 2-7/16" DG PRI 1-3/8" DG CN 55', 2017 SW-19419 800 66' 3-715AL 21KV 801 & 1-4/OAL CN 802 55', 2009 C/0-19419 65E .. ro I LIJ V) a OVERHEAD DROP RISER INTO NEW #7 BOX. THIS BOX TO BE USED IN FUTURE FOR SW/INT/SW TO SERVE FUTURE 34 WATER WELL REMOVALJ LOP E S UTILITY DtbiGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET El OF E7 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB 1909 SHEET E2 330' 3-715AL 21KV & 1-4/OAL CN 336' 3-715AL 21KV 807 & 1-4/OAL CN 248' 3-715AL 21KV 809 & 1-4/OAL CN SHEET E2 806 55'. 2008 808 55'. 2009 • Ld f) Q ry Lli Y IY a_ Q (/) 804 585' 3-1 /OAL 21KV IN 4" ABANDON 185' 4" OVERHEAD 803 1-1/DAL 21KV 5 9-1AA1 91KV J-2319 1-1/OAL 21KV L*P E S UTILITY DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 1 37—N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE 40' 0' 40' 80' NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET E2 OF E7 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB SHEET E3 C/O-16822 3/4C 21KV NO CN 25T \/ SB-575691 SW-8981 REC 1466—MF N 810 55'-1, 2009 55' OVERHEAD REMOVAL L*P E S UTILITY DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 1 37-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET E 3 of E7 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB z L Y M � N Ln J n Q O 3 O Cn a ~ n DROP RISER INTO NEW Q � � #7 BOX. 00 00 00 00 O 0 1 811 4'6" x 8'6" x 6' PRIMARY ENCLOSURE (EXTERNAL DIMENSION 5'-6"W X 9'-6"L X 6'-7"D) X I ENCLOSURE DETAIL IS INTENDED FOR 3 CONDUIT ENTRANCE INFORMATION ONLY. PLEASE REFER TO JOINT TRENCH DRAWING O FOR EXACT LOCATION IN REFERENCE TO ~ CURB, SIDEWALK, PUE, AND P/L. SHEET E4 LO 00) 57 56 UNDERGROUND NSTALL 2 TO T-1X r—P1- TO FUTURE PUMP STATION • n ^. EM O Im I Of I I � W mmY, V) 1 SEE PM 35206473 FOR RULE 15 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED AT THE SAME TIME. DROP RISER INTO NEW #7 BOX. THIS BOX TO BE USED IN FUTURE FOR SW/INT/SW TO SERVE FUTURE 30 WATER WELL fy W Y fy Q � � Q Cn 3: L*P E S UTILITY DESIGiN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET E4 OF E7 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOR SHEET E5 SEE PM 35206473 FOR RULE 15 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED AT THE SAME TIME. SHEET E5 39 1 38 36 8 )1 330'/385' 37 C 8 670'/741' 2 1 1 51 w 5i IF a FL TO T-1OX —p1 TO T-11X p1 -- 50 67 m m cc I 00 w Qco tY w Y Q � d- V) 3 — 3—P3 P5P5—P5L_ ------ P5—P5—P5— 1100' O 330'EXIST PULL ,100'O 5Q/6812 STAR SAPPHIRE DR. 1100' ( 4 XrT UNDERGROUND MEM -y SW-1X I-1X 1-2X 1-3X 1-4X SW-2X 803 1-1/OAL 21KV 2-1/OAL 21KV J-2330 W-1-1/OAL 21KV 1 a rn n N N X � � r7 � 3 O O cn o a OD n x_ xxx N I+7 � I I I I A B C A BBC ji Q 3' O � II II 8' I � 600A 7 813 w x 76" N N Naa Q 37 ¢ a a ao a a e 1 ma x X X M O I � H H N 00 11 APPLICANT TO PROVIDE FILE OR R/W AS REQUIRED FOR THIS INSTALLATION 8' CLEARANCE REQUIRED ON DOOR SIDES ON INTERRUPTER. L*P E S UTILITY DESIGN S,:n.__ES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 1 37—N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 � � ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-SHOW SHEET E 5 OF E7 SHEETS SCALE AS SHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB SHEET E6 SEE PM 35206473 FOR RULE 15 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED AT THE SAME TIME. BERKSHIRE ROAD C/0-16822 3/4C 21KV NO CN 25T \ Tgo 45' ! nIT 115I' 55'-1 POLE, SET 8.5' DEEP Sw-3X RISER GPS 35.288654,—119.07464747 ELEV=357' APPLICANT TO INSTALL THE FIRST QUAD 10' OF RISER MOLDING, BACKUP PLATE, AND GIRD ASSY. PG&E TO INSTALL THE REMAINDER OF RISER MATERIAL. z U POLE TO BE STAKED BY CIVIL ENGINEER OR LICENSED o SURVEYOR BEFORE POLE IS TO BE SET. CIVIL ENGINEER OR LICENSED SURVEYOR TO CONTACT GARY GANCI OF CALIFORNIA UTILITY CONSULTANTS M IF THERE ARE ANY CONFLICTS Y N AT 559-790-3733 N J f7 I Ld Ln 55' Sl-57569 VC 981 R C 466}MF 81U 55-1, 2009 2-7/16" DG PRI 1-5/16" DG CN 1-25M ANCHOR, 20'L (TWIN HELIX 10") NOTE: ADJUST SLACKSPAN BUCK ARM TO BE PERPENDICULAR TO THE TANGENT FRAMING TO ALLOW FOR CLEARANCE FROM NEW DOWN GUY. UNDERGROUND LOP E S UTILITY D.:SIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 137-N 1 0 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: 1 "=40' SCALE NO. REVISION BY Electric Design by: L �T T (� lJ j'.y� J UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CONSTRUCTION SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET E V of E7 SHEETS SCALE ASSHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 JOB Y N I� cw_innwz 1-1/OAL 21KV 2-1/OAL 21KV 1-1/OAL 21KV SW-199783 NOT USED NOT USED 1-35572 1-69808 1-55810 SW-354295 1-1/OAL 21KV TO T-94041�- 1-1/OAL 21KV TO T-79439 S U N C H A S E D R I V E TO T-1X r—P1 TO FUTURE PUMP STATION S H A V E R D R I V E n C Y i 0 n ­__ P .I 2-1/OAL 21KV TO J-2319 I LLJ 2 N Q DROP RISER INTO NEW #7 BOX. THIS BOX TO BE USED IN FUTURE FOR SW/INT/SW TO SERVE FUTURE 30 WATER WELL TIE INTO EXISTING 4" CONDUIT STAR SAPPHIRE DR. J-2330 1-1/OAL 21KV pg ------ P OAL 21KV 14%L "0" 1-1/OAL 21KV 4• 3-575691 V-8981 -C 1466—MF v RE -USE EXISTING 4" CONDUIT FOR NEW 3-1/OAL 21KV Fry SW-1X I-1X 1-2X - AO 1-3X - 80 1-4X - CO SW-2X 1-2X=48 CUST = 25A 1-3X=42 CUST = 22A 1-4X=46 CUST = 24A USE PMI-9 CODE 35-3570 PER PG&E SEE PM 35206473 FOR RULE 15 WORK SHOWN IN LIGHT GRAY. BOTH JOBS WILL BE CONSTRUCTED AT THE SAME TIME. CIRCUIT SKETCH LEGEND INSTALL DESCRIPTION —D4—D4 VACANT DUCT 4" ------- DB ------ DB VACANT DUCT 6" PRIMARY CABLE - 1-1/OAL EPR ENCAP IN NEW 1-2- CONDUIT PRIMARY CABLE - 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT —P5—PS PRIMARY CABLE - 3-1/OAL EPR ENCAP IN EXISTING 1-4" CONDUIT —PB—PB PRIMARY CABLE - 3-1100AL EPR ENCAP IN NEW 1-6" CONDUIT EXISTING DESCRIPTION 1 PHASE PRIMARY OH CONDUCTOR - SIZE AS SHOWN 3 PHASE PRIMARY CONDUCTOR - SIZE AS SHOWN 1 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN 3 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN • 3 PHASE PRIMARY CONDUCTOR W/ COMMON NUETRAL - SIZE AS SHOWN INSTALL EXISTING DESCRIPTION 200A SEPARABLE LOADBREAK CONNECTOR ® STRAIGHT SPLICE LOADBREAK 200A 4 WAY JUNCTION ��;; <`•> OVERHEAD FAULT INDICATOR • FI UNDERGROUND FAULT INDICATOR PMHI PADMOUNT SWITCH / INTERRUPTER N X AIR SWITCH • • RISER i< CUTOUT - FUSED AS SHOWN RECLOSER WITH BY PASS 4- SWITCH AND SOLID BLADES SCADA CONTROLLED 3 WEEKS PRIOR TO INSTALLATION INTERRUPTER TO BE DELIVERED TO THE LOCAL PG&E SERVICE CENTER FOR HIPOT TESTING AND SETTINGS. SETTINGS TO BE PROVIDED BY THE PLANNING ENGINEER TO THE DLT TECHNICIAN. L*P E S UTILII' DESIGN SERVICES APPROVED FOR SUBMITTAL CLIFFORD LOPES QUALIFIED APPLICANT DESIGN ENGINEER RAPTOR ZONE (YES) STOCKDALE 2112 MAP BJ 1 37-N 10 INS DIST: B CLIMATE ZONE: R S.S.D. = SW-344295 VOLT CLASS: 1 LOADING DIST: SI LIGHTNING DIST: 2 NON CORROSIVE AREA FIRE TIER AREA 1 LIGHT SNOW LOADING SCALE: N.T.S. SCALE NO. REVISION BY Electric Design by: L T E ^ ��J J 44 UTILITY DESIGN SERVICES Office (559) 575 8221 1821 N. Langley Ave. Cell (559) 760 9464 9 Y Clovis, California 93619 ELECTRIC CIRCUIT SKETCH TRACT 6663 PH 3 & 4 ASH E RD & BERKSH I RE RD. FOR: URBAN LAND ADVISORS, LLC BAKERSFIELD CALIFORNIA 800-227-260 ��,�. 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 20B PM 35206476 NOT 119292666 DATE 1-7-2021 SHEET E 7 OF E7 SHEETS SCALE AS SHOWN DESIGNER Cliff Lopes DRAFTER cliff Lopes 0 SOB 1 1 2 1 3 4 1 5 I 7 0 9 1 10 LOT UNE--�] LOT LINE I 49/6' GSTC LOT 60/59� YP.) 1' I STUB (T-6" LOT 16/SUMP I I� I 1' MIN E PUE II L---T - -� --�-- JD ....... — ....... — R/W � I MAIN TRENCH a MC STUB i---- R/W LOT LINE I 10 II PUE TYPICAL INTERIOR STUB INSTALLATION NO SCALE 10' w I yl 4,16, Z Ld 1' O w Z , w U 9 2'-6" 10' Li s' Z J 4 � I WALL w w ' _ ,. U .^__sXr.n>• ...J. 4 P... q..ti4.: ;a.p . IV I ,h EQUIPMENT 8 8 TRENCH SUBSURFACE CENTERUNE SPLICE BOXES TYPICAL INTERIOR STREET NO SCALE f 3 - -� ----I• w - `----- /1Z/ LL -----' l w S w L---i---J rJ X = 3' FOR ROUND OR SQUARE, 3'x5' INTERIOR DIMENSIONS X = 4' FOR 4' x 6'-6" INTERIOR DIMENSIONS X = 5' FOR 4'-6" x 8'-6" INTERIOR DIMENSIONS PRIMARY ENCLOSURE CLEARANCES C NO SCALE PER PGE GREENBOOK UG-1 GENERAL 051122 PAGE 4 PRIMARY ENCLOSURE CLEARANCES (SEE TABLE 1 FOR J—BOX CLEARANCES) 3'� � 3'� F_ I 2 L---L---J B I SECONDARY SPLICE BOX CLEARANCES W PER PGE GREENBOOK UG-1 GENERAL 051122 PAGE 5 NO SCALE SECONDARY ENCLOSURES - MINIMUM WORK SPACE REQUIRED 24" x 36" OR SMALLER BOX (#2, Ir I Ir Ir T SIMW IN 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. SUBSTRUCTURE VERIFICATION STAMP DEVELOPER PLEASE NOTE AND SIGN ALL. P.C.& E ENCID41RM AND ROOM HAVE SEEN 5ET TO GRADE ACCORDING TO CRAPE STAKES AROAOED BY CD£LOPERS MURDER. ALL. COSTS TO REIDOCE OR RE -ADJUST WITS AT A LATER MM NLL M BWJED M THE DEVBDPER PLEASE WNE YDUR JOB SIP. VERIFY THE CONRECED CRAOE OF ALL ENCLOSURES AND BOGS. AND STUN AND DIVE DRAWNG THANK YOU SIGNED DATE 24• WIDE (COMMON) - 7' 9' 1• 0 /-PMI EQUIPMENT 1' NOTCH WALL AS 3' MIN. REQUIRED TO MAINTAIN 3• 3' CLEARANCE nz I 8 8 SUBSURFACE SPLICE BOXES TRENCH CENTERUNE WATER AWN ASHE ROAD NO SCALE ALL 8" PLASTIC PIPE INSTALLED ON BERKSHIRE RD. SHALL MAINTAIN A MINIMUM OF 18" RADIAL SEPARATION FROM ALL DRY UTILITIES. MAINTAIN A MINIMUM SEPARATION OF 3' FROM WET UTILITIES. TRENCH SECTION "GC" CAN BE RE -SIZED AS NEEDED TO ACCOMMODATE THE 8" PLASTIC PIPE (APPROXIMATELY 1,2611) HERE A18A 30• MINIMUM IN FRANCHISE AREA 12- _SUND Y OR 4 POSSIBLE MY OR 4• us LEVEL3:''•. 12' YN TOM OF ::..., .< IE OR ry ,ii 1:.;.. x 2" d• 4" SWING 1) 2' BAND SWING AROUND OAS & ELECTRIC IF SOIL B NOT ROCK FREE 2) ONLY PARTIES PARTICIPATING N U.S.A. ARE ALLOWED IN JOINT TRENCH 3) ANY PARTY EXLYmrD ITS TRENCH AUJCTIENT SHALL NAME ARRANGEMENTS TO ENSURE THAT TRENCH WILL IGWM/OMTE ADDED RDRRES 4) GAS TO 00 ON SIDE OF TRENCH WARM STREET s TRENCH IAYOUF SHALL COMMI51 TO W STANDARD SSQM TYPICAL DISTRIBUTION TRENCH 18" MINIMUM TRENCH J CENTERUNE Ov WATER MAIN BERKSHI RE ROAD NO SCALE JOINT TRENCH RECAP GAS PM35205388 R15/16 - PM35206473 R20 - PM35206476 TRENCH OCCUPANTS DISTRIBUTION OR SERVICE TRENCH SIZE DEPTH FOOTAGE BACKFILL SURFACE GSTC DIST 24" x 59" 602' SPREAD DIRT GPTC DIST 24" x 59" 2,074' SPREAD DIRT GPSTC DIST 24' x 59" 21680' SPREAD DIRT GTC DIST 24" x 59" 252' SPREAD DIRT GSC DIST 24" x 59" 87' SPREAD DIRT GPSC DIST 24' x 59" 100' SPREAD DIRT PSTC (R20/NB) DIST 30" x 59" 367' SPREAD DIRT PTC (R20/NB) DIST 30" x 59" 609, SPREAD DIRT PTC R20 DIST 24' x 59" 59' SPREAD DIRT GC DIST 24" x 59" 1,854' SPREAD DIRT PC DIST 24" x 59" 15' SPREAD DIRT PC R20 DIST 24' x 59" 226' SPREAD DIRT G DIST 24' x 59" 200' SPREAD DIRT GSTC SERV FRANCH 18" x 46" 11956 SPREAD DIRT GSTC SERV PRIVATE 18' x 46" 1,045' SPREAD DIRT S ISERVICE 18 x 46 5 SPREAD DIRT GSTC ISERVICE COMP 18" x 46" 3,400' SPREAD DIRT WM Sm MSAM•JMA T," 0WALL 6uPM WM"WIMM m Md MINIMUM SEPARATION AND CLEARANCE REQUIREMENTS (Inches) 0 DOW OB C 8 P SL MINIMNMCOVFII T r W (am T &18 - 12 12 12 8 12 B 24•: W IN MM T (GREPHHNE) DUCT 12 - 1 1 12 12 12 241 30• N STREET T TEIEPHOMIDDIRECTIMRY 12 1 - 1 12 12 12 241 W N STREET C (CBm 12 1 1 - 12 12 12 W W N STREET 8 GRECIRICBECONDARO 8 12 12 12 1111 3 1.5 2e: W N SKEET P @EDIRIDPMMMIW 12 12 12 12 3 3 3 W8. 38• N SKEET 8L 8 12 12 12 1S 3 1.5 24•: W N SKEET 8�INGILI�1 �" BDURCEL NON4•REE9 12 12•• I2 12� 12 12 12 24•: 3O• N STREET w IP mmWv,I "'RILA7 •'A! b IRPo 9.M"d sLn JMA r"d.• NWN A 5 7, mi D m M n TAT& R"MxX . Iilii B'uA Tm.W, mKa,eMm "M Dama DM"• "F"r NNNBNx, IMr b G0. 1M nk s"NKn R E"" OI me PA 24" (30" IN STREET) 47" 00 30 MIN. 12" 6" 1) 2" SAND 94ADM AROUND GAS & BEcmc MIN. IF NATIVE SOIL IS NOT ROCK FREE 2) SEE (VIER DETAIL IF NON -PG&E S G 4" SITBIDUGHT IS IN TRENCH 3) ONLY PARTIES PNRICPATM IN USA ARE T A11011FD N RIB 11ETCH 4" J FIG 2 (VIEW FACING 051RBUIIW TRENCH) TYPICAL SERVICE TRENCH W SIAE NOTE: USE THIS DRAWING FOR STAKING TRENCHES ONLY. REFER TO APPROVED ELECTRICAL DRAWINGS FOR MAJOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. GENERAL NOTES: 1. DEVELOPER TO DO ALL TRENCHING, SHADING, AND BACKRWNG PER UO STANDARD S-5463. POE M PROVIDE BELL HOLES AND SERVICE COMPLETIONS 2. PHONE AND CABLE TV FACILITIES ARE SUBJECT M CHANGE AT THE DISCRETION OF THOSE COMPANIES. 3. PADS, BOXES AND OTHER FAGIUTES ARE NZ SHOWN TO SCALE. 4. GAS AND ELECTRIC FACILITIES WILL REWIRE SAND SHARING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E WILL INSPECT BACKRLL IMTEAW. TELL AND/OR CAN MY ALSO REQUIRE 12. OF SAND BACKRLL 5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO TRENCHING. 6. GAS AND ELECTRIC FACIUTES 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. CAL U.SA AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL al I) S. PG&E WILL ASSIST IN LOCATING ENDS OF EXISTING GAS MAINS. 10. DEVELOPER 5 RESPONSIBLE FOR OBTAINING ENCROACHMENT PERMITS.. 11. STREEUGHT LOCATIONS MAY HAVE CHANGED. REFER TO THE MPRIMD STREENGNT IMPROVEMENT PLAN FOR STREETUGHT INSTALLATION. 12. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING. 13. REFER TO EACH PARTYS INSTALLATION INSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF SUBSTRUCTURES AND OTHER REQUIREMENTS. LEGEND: � c W G GAS z d P ELECTRIC PRIMARY U S ELECTRIC SECONDARY pO C 1 T TELEPHONE .q. m C CABLE TV z z SLASH INDICATES CHANGE IN OCCUPANCY E -------- PROPOSED SERVICE TRENCH 4i EXISTING UNDERGROUND FACILITY Z o — — PROPOSED MAIN LINE TRENCH — — — ROW OR PROPERTY LINE w L2; PROPOSED /2 (17" x 30" x 18") ELECTRIC SPLICE BOX L4Ej PROPOSED /2E (17" x 30" x 26") ELECTRIC SPLICE BOX U LE PROPOSED #3 (24" x 36" x 18") ELECTRIC SPLICE BOX L3E] PROPOSED #3E (24" x 36" x 26") ELECTRIC SPLICE BOX LE PROPOSED /5 (S x V-9" x S-9") SUB —SURFACE ENCLOSURE C3 L7; PROPOSED /7 (4'-6" x 9'-6" x 5'-6") SUB -SURFACE PRIMARY ENCL. a $ [] PROPOSED TELEPHONE PEDESTAL\SPLICE BOX c� c k © PROPOSED CABLE SPLICE BOX" E! ` ZE c PROPOSED PAD —MOUNT TRANSFORMER PROPOSED TESCO METER oLLJ Ou >O 1B INDICATES TRENCH FOOTAGE &OCCUPANCY woo J U 1--- PROPOSED LS2A STREET LIGHT LOCATION (SEE NOTE 11) ¢ ¢ � ` U d W Q L PROPOSED SERVICE LOCATION FOR TRENCH INSPECTION CALL (559) 263-7312 ANY CHANGES TO THIS DESIGN MUST JOINT TRENCH COMPOSITE APPROVED BY: FIRST BE APPROVED BY PG&E. GAS ADE:_ CAS ARE' ELECT AGE: PHONE: - DATE: ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM: COMPANY TELEPHONE 1. JENNIFER DOMINGUEZ P G & E (661) 398-5914 2. BRIAN FRANZ ATT (661) 631-3492 3. ALEXANDER ALVAREZ CHARTER (661) 477-8501 PER GDS A-04, GAS DISTRIBUTION MAIN REQUIRES 5 FEET MINIMUM HORIZONTAL CLEARANCE FROM ANY BUILDING GAS NOTE: TRENCH DEPTH NOT TO EXCEED 5' UNLESS APPROVED BY PG&E INSPECTOR. IN NO CASE SHOULD PLASTIC GAS PIPE BE INSTALLED AT A DEPTH GREATER THAN 10' UNLESS APPROVED BY PG&E SENIOR GAS ENGINEER. l�l HARRIB ROAD m °a � PANAMA LANE � a ❑ � p w w /¢ o o a y � BERK HI E RD � w 2 o PROJECT < � � SITE o MG CLINCHER ROAD VICINITY MAP U N Z_ O � N I 0 � I U 0 a w w ~ O Q O LI_ w O o� rn w Q Of m F � to � O � d � In m O O N U r (n F d W C~ a z --I z W F c;d o � W U N Y � � QI � m o J �w cD w Y m w d F O Z_ H U 0 a 1 INCH 0 1 2 3 4 5 6 7 8 9 10 ss S5�_ SUNCHASE DRIVE _ ss ss ss ss Ss ss SD Sp ss— SD SD SD--SD--s SD SD EN SD N I I I I I I I I I I N I I 6' (EXISTING) I I 68 67 66 65 I� I ■I I ■ ME ss ss Ss 61 60 I I I I 59 I 58 I 57 I 56 6 5 4 3 2CIO 1 I I I I I I I I I w �^ W Ox lsrcl SZ OS SV as U= ^W Im m� Nw w< low l.m I _I"m GPST `�` I / GPfC I 10' N I �v GPSf i0o "'� STUB PRIMARY 130' \ / 96, PUE I ��' I / FOR FUTURE N 6' I N L I LCJ L5J— NI LTJ L I LCJ -, J • T 3' GPTC 6 I -- w I s p SD ss SD S51 3 3 S�ii VER DRIVE 34' j 3' � 3 3 I � = 3 � 3 G 4G U ROW) s \ ss s I ss is ss I c2a T' ss I 3 3 sf ss w— ' I — — — w — w _ w� w w w LLJZ W I \w — — — — \� — — PUE — \� — — — — \� — — — �— — / \ 10'—w — — — s= "Z5 I �= I 1 W W W r r � r \ J yW Q I O w Z I �w 50 I O� 1 S V I ZS 1 U 1 I 3 U^ cwi PUE W W I W _ • (1� eo I "m .W I w I �" 1 y� I ow 1 OWIE�1 yKZ 1 Oyw1 1 SZ I Z5; I ZS N i()v 100 inm tap wO m YW JN I w 41C 1 Jy I fw/IQ I O'•I ON (' Vl N inv mw mN I I z iD my mlp�W Nv mp m0 � I I I I g� I N N 56 I I I I I I I I I I I I I I I �� I I 1 57 58 5g 60 I I 10' —� I �" 3 I Rm I I I 0 0 61 62 — 63 64 PUE II U 1 PUE 65 66 67 I 68 69 51 50 49 48 47 46 45 44 43 YJI s'— — — — — — — — — — 1 I I I I0 I I I 42I 41 I 40I 39 I 38 I I 1 I cPrc 1 I I I 280' I 31 Oz „S,0 I rc5 Sx �t� w.� Fw I N I a NN I Ow 5;' Orc SU I I LL~5 V 2 FU W rc< I mV I w� I xw I wz I Oa' I G mNI"m I mNl�m mW tim wo I N1SZ GSTC 21' cPrc I w I I N 0 m ;, W A m MAINTAIN I 225' 21' 62' �\ 117 \ / 10 GPST / G 0 GPTC w I I a I TRENCH FP243' \ / \ / 70' 118' / G r 10' INI LCj INI FTC IWI r_7 — — — 1- LCJ7 — \ / 62' PUE �•\ / 1 BOW N — INI L i _ T —r LCl _ LJ L_J INI L0 +L I 1 r LJ L_J . _ J LTJ I ROPE RENCH ( ss ss F�L s f ss ss s I f1N 6' E ss ss ss ss ss 1' BEHIND S.D. I THU DE T IL D IVE I f s5 I ss s RW) I I DIAL 811 64 a 63 62 • I I I I = N TIE INTO EXISTING JT 13 I 12 C1 11 10 9 Z 8 — — 00 7 I I I 10' I I o I 10, I I PUE y I 3� I I PUE I I I— — 6' O O I W W w GC OLE S wz 05 Sx 114' V �U & Vm W Q Sw � Z 0w S U 'w I �m 1 -,mw W I �m ROPE N ROPE "� I y 22' I \N I / 10' I GP Sf N I �'v TRENCH 1' I I TRENCH 228' \ / BEHIND S.D. / I I _ \ / PUE GPrC BEHIND S.D. / rW \ � 100, \ / r — �"� [C] NI I Ti r rC�- — SJ • �J L—J JI LTJ — — I I I 24 w — — w — w _ w _ _ w w w w PUE r / 1 I \` �z I O I SO Iz SV i�Wys��'1 Ug cis w U PUE wr W — Si'j= "MZ m I aw Nrc emu! 1 vw< I ° I wZ I Sm GC Sc=i I O ScZi Z5 uYa �. �N I �m I mo 1 �m I mo 1 Nw 1 a 139' I I I w §N I wQ I o m N Nv mN 10. , I N f 10' �v I wo I Nv I mom o I �y PUE y I PUE � I 25 0 0 26. 27 0 0 28 29 c 30 31 32 I I s' I 33 34 35 00 1—� o o � � 36 37 MATCH LINE D—D (SEE SHEET 5) )TE: .L SERVICES AND SUB —STRUCTURES ARE NOT TO SCALE FOR CLARITY. NOTE: USE THIS DRAWING FOR STAKING TRENCHES ONLY. REFER TO APPROVED ELECTRICAL .L COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS "HERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. DRAWINGS FOR MAJOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. 1'- 5' UEM 3 3' I I 181'/ 4' (EXISTING) 0 a IL Do ,,,—TIE INTO l EXISTING JT (BETTERMENT) TIE INTO EXISTING PRIMARY STAR SAPPHIRE DR. I I 4' I- — XISTING 1 �L (L IL x co SCALE: 1 "=40' 40' 0' 40' 80' 6 5 4 3 N W W W (/7 00 00 Lc) N � LC� N `o CDa' CV cn O Lc) L U � L O O O U U Z O (n d O cn GI N p x 9 I aka ° F0 W N H z IlkLO 46 toCL W z ■ U � ¢ o C9 O CJ p Y 0000 o p C, u N Q m Z v m Ow II J > wJ� O O Q Q d¢ O = =E U U d LJ in ¢ N p LLJ il] _ ►�^' LLJ L � O N W O Q m LIJ � Q H L` z_ LLJ z C) o 1 INCH 0 1 2 3 4 5 6 7 8 9 10 MATCH LINE D—D (SEE SHEET 4) 24 25 26 27 — — — — PHASE_ 3 — 28 — 29 30 31 32 z I _ 34 35 36 37 141 131 PHASE 4 — — — — — — —I--1 _ _ _ PHASE 3 E o 0 12 I I 10 I 9 919 8 1 7 gl� 6 I . �00 3 5 4 I PHASE 4 1 2 I -- 1 6 -� b I 10, ��� 10' co PUE 3 I 1 PUE o�IS^i I Zsls I osl�= m'W' ,9. U 1 W w 1 N I '9' a SW z rcI scxi I 1 5 w os I a"I � I � INS I I 3wl5; I SIS 1�� " aw m ow 1 ^M ROPE TRENCH I 3 JN 1 W c 1 J w= w � M m MIX < I \ / 10' �� �N ' u, BEHIND S. I �m 0 1 �: PUE \ / / / ` — 10 PUE �\ I _ _ 'n � — M I I 5' SS SS S SS I SS --I , I SD I Sp Sp —SD SD 55 GFrrC I ss SW LKE SSSGLEN LAI�E� SS 5 SS SS SS I ss S sq 6' I `T' 48' 13 60' 'kOW) D G rC D 3' 3 I 6' 1 _LCJ NJ • LrT1J (VI — — — —I — r-i J • IrT, r-i r-1 r— L5J D —LCJ F-� 104 J LCJ INI r-1 rW, — — / \ 10' LC J T I I r—' r� — N PUE I 199, / 1 GFrC , GPST / / \ — ��� NJ — — — L / I\I — — — w 72' ml 138 / / \ GFrC / 10' / \ 6Z 135 I zs 1 JI r� I W 1 F� TRENCH 1 1 73' W l w PUE 1 / I cPSf I / I N t o y ms �m ms BEHIND S.D. o^ w ws;w w 321' W IN, ^m I N 1 <1N 1 fr 1=w 1 ��1oxw I SU13rc _ '� v mN I I N 3I I m mN "m �w �m No cn -N ew w 1 I I j QN 1 I I I I 1 1 v 1 1 1 I I I I I I �1� 1 1 25 26 ' cn m — 24 — — — —o 0 27 — I 6 �z 0 31 — 59I _ 60 61— �62 63 —64 65 — 66 — _ 67 a. L m.32 31 �� I o I -- -- Lu Z 1 010 30 1 29 010 28 l o' 0 1058 57 1 56 0 0 55 54 53 I 52 00 PUE LAN J I 1 1 1 I Na PUE i i i I / 51 2 GPrc 0 282' / U y C i— ZS 5; I I 3I W S� C p�' NZ ZW WZ tNn I OK SU Z5.. mo I �v I SOW I "� I �w W Q s� W z m aw I .."m I am "� J W< / I I� lot I NI o �v mNIDm I wwlm I /J . / \ / — PUE �\ I \� 10' I eN 1 W w__ — W — — n as — w w e I ! 1 SS I I SS I 50 s ss ss I � ` 1 Ss ss 1�— ss ss I cPsr I I I DIAM D S RIS RIVE I SS SS S- r, `1 6, 195' I 1 (60' R W) I I s I — — — — L SD _ _ _ _ 6 LCJ INI • rTJ� I rT� r� GPTC / \ 10. � —L—/' \ �Ci INI— LCJ �I— ��i �I— , Wit, \ 1 76' / I PUE I / I N ROPE ec ROPE \� GPST / \ 10' j L j \ �G� ,70' 1 S 1 rcs (>^ r0 TRENCH 1' 1 TRENCH 1' I I 128' / I PUE I GPfC / I GPST I i 49 �czs o f I rcv I os BEHIND S.D. I BEHIND S.D. v^ t `0 v,..� �cwi 112' w 67' i y< xifm wz x , o s� I o� I sx I a5 I o^ 1 rl`i MAINTAIN I, B �v mN �m �0 10 (60' R 1 h� N H N< _� I TRENCH �160.. �N PUE I I 10 �� �N �m mo v �w 1 BOW p 4} 1 1 GSC 6 s i PUE N 'ia5�s 1 1 I 87' I I I I I 1 I I � I I 1 1 37 38 39 27r 40 41 GC 1 I __ 31' 42 00 6 ,i SD _ ME DIAL 811 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. 584 \ 43 44 45 46 00 47 48 0 0, ----- --T-7------------ 6' 44 SD /SDSD BERKSHIRE ROAD (ROW VARIES) NOTE: USE THIS DRAWING FOR STAKING TRENCHES ONLY. REFER TO APPROVED ELECTRICAL DRAWINGS FOR MAJOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. EXISTING — PROPERTY LINE ss L (130' I 3 = M I 1, I I OLD ROW —I LINE I TIE INTO EXISTING GAS MAIN I (BETTERMENT) 1 5' 4' (EXISTING) IRRIGATION GC METER Prc G I 4' GC 24 54' 85' (EXISTING) 17' 3' wIE m — 40' 8• HP T TIE INTO Lu 3 PC EXISTING fill 61' GAS MAIN STUB TEL RU2° (BETTERMENT) fT` PC 30' I 55' mum TIE INTO NEW RISER POLE RISER I QUAD SCALE: 1 "=40' 400' 40' 80, 6 5 4 3 N W W LIJ N 00 00 N LC) N `o CD m ,r, N Lf7 o L_ U C L 000C.=0- U U Z O (n d U M o a 0 N F LO V] .y ai *6 a X ran d o U cd U rn ' y 00 0 H W N E� z wLO CL � w z 0 ■ U i Q O C9 O CJ p Y 0000 o p N U = cn m Q c m z J > Lw� O O ¢ ¢ d Q O = = a U U d LJ in Q N ftf c�LLJ il] _ ►'^� LLJ L'j O COD ci�d w cn Of Y CC] E4 LLJ = � Q E4 L` z LLJ z C) I 1 1—o 1 INCH 0 2 3 0 5 0 7 8 9 1 10 E C SQUEEZE EXISTING 2' MAIN PER A-93.1, M-111 REMOVE: (1) 2' PLASTIC CAP INSTALL: 1 2" ELECTROFUSION PIING CODE 02-6350 (2) 2' x 1' ELECTROFUSION TAPPING TEE CODE 65-0203 (2) 1' ELECTROFUSION COUPLING CODE 02-SM (2) 1" x 6" I.G. PLASTIC PUP CODE 01-6083 WIDE BUND END CAP E 02-4587 APPLICANT TO: INSTALL 2' PLASTIC PIPE 3' BEYOND THE EXISTING 2" CAS MAIN CODE 01-6079 (1) 2' PURGE CAP CODE 02-6015 (1) 1' BLIND END CAP CODE 02-4557 SPLIT SLEEVE CONNECTOR (CODE: 30-1333) zLOCATING WIRE TEMSNNG 2' HP PL PRIIPOSfD 2' W PL GAS TIE-IN DETAIL "A" NO •ir SQUEEZE EXISTING 8" AWN PER A-93.1, M-12.1 REMOVE: (1) B' PLASTIC CAP INSTAL: (1) 8' ELECTROFUSION COUPLING CODE: 02-0966 (2) 8" x 1' ELECTROFUSION TAPPING TEE CODE: 65-0207 (2) 1' ELECTROFUSION COUPLING CODE: 02-0348 (2) 1' x 6' LG. PLASTIC PUP CODE: 01-SOBS (2) 1' BUND END CAP CODE: 02-4587 LOCATING WIRE PER GS&S A-90.2 APPLICANT TO: INSTALL• Be PLASTIC PIPE 4' BEYOND THE EXISTING 8" GAS AWN CODE 01-1786 (1) 8' PURGE CAP CODE 02-0302 (1) 1' BUND END CAP CODE 02-4587 SPLIT SLEEVE CONNECTOR (CODE: 30-1333) LOCATING WIRE TOmr NG a' HP R PmPG3re W HP PL GAS TIE-IN DETAIL "B" No SCAE EIS STATION PER G.S. & S. 0-10 FINISH GRADE LOOP LOCATING WIRE WITH ENOUGH SLACK TO EXTEND OUT OF THE BOX FOR FUTURE ACCESS PER A-90.2 LOCATING WE T us MAIN BOX LID CODE: 04-3497 VALVE BOX CODE: 04-3498 ETS DETAIL No s uc PGE TO SQUEEZE AND GAUGE 8" PL AWN PER GS&S A-93.1 INSTALL: (1) B' PLASTIC BUR FUSION TEE CODE: 02-0202 (3) 8' ELECTROFUSION COUPLING CODE: 02-0966 (2) a' x 1' STANDARD TAPPING TEE CODE: 65-0207 (GAUGE TAP) (1) 2' x 1' ELECTROFUSION TAPPING TEE Cane 65-0203 (3) 1' ELECTROFUSION COUPUNG CODE: 02-5348 (3) 1' x 6' I.G. PLASTIC PUP CODE: 01-6083 (2) 1' BLIND END CAP CODE: 02-4587 LOCATING WIRE PER GS&S A-90.2 1" CTS CONSTAB LOCATING MIRE BLIND -END (RUN ABOVE -GROUND 0CPLG053 CODE: 02-0083 PER AABOVE) T I / B 2' 1 MIN. I / V ors CONSTAB / I 1 BLIND -END CPLG CODE 02-0053 1" CIS CONSTAB THREE-WAY TEE / CODE 02-1145 1 LL / r 1' CONSTAB COUPUNG CODE 02-1021 J 1 a SERIES 1800 EXCESS FLOW VALVE (1' IROW S INSTALL EXCESS VALVES AS CLOSE AS cg PRACTICAL TO SERVICE TEE, PER GSS w w A-93Z PG 7 OF 12 2" x 1" SADDLE FUSION TAPPING TEE o < W/ SOCKET OUTLET a m DODE 02-9784 - PROPOSED 2" HP PL TYPICAL BRANCH STUB SERVICE TIE-IN DETAIL NO SCALP IWA 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. ABOVE -GROUND STUB CODE: 37-0109 LOCATING WIRE (RUN ABOVE-G PER A-90.2) SPLIT SLEEVE CONNECTOR (CODE 30-1333) LOCATING MIRE T APPLICANT TO INSTALL 4' OF Be PIPE & 8" PURGE CAP AFTER THE REDUCER Company Name (d third party) Make, Range, and Serial No. of Pressure Gauge Dale Last Calibrated Size 9n.) VVT(In.y STIR Length (ft.) Descdption (Pipe Type, Manufacturer, Date, Glade) Duration Sam Time End Tim Test Pressure (Psig) t Gauge Tap, Bypass, or other Pipe Pupa not part of above Location Test Supervisor LAN ID Del, Duration Teet Pressure (Gig), ,. Round W the nearest terth of a palg ALL 8" PLASTIC PIPE INSTALLED ON BERKSHIRE RD. SHALL MAINTAIN A MINIMUM OF 18" RADIAL SEPARATION FROM ALL DRY UTILITIES. MAINTAIN A MINIMUM SEPARATION OF 3' FROM WET UTILITIES. INSTALL: (1) 8" x 6" PLASTIC REDUCER CODE 02-0766 km (1) 8' X 4' PLASTIC REDUCER CODE 02-7992 (1) 4" X 2' PLASTIC REDUCER CODE 03-3947 (4') 8' PLASTIC PIPE (STRAIGHT) CODE 01-1786 (1) e" PURGE CAP CODE 02-0802 (1) 1" BLIND END CAP CODE 02-4587 GAS TIE-IN DETAIL "C" NO SQNE PROPOSED 2" HP PL I" CTS CaNSTAB BUND-END CPLG CODE 02-0053 / 1' SERIES 1800 EXCESS FLOW VALVE CODE: 02-2921 INSTALL EXCESS FLOP/ VALVES AS CHASE AS PRACTICAL TO SERVICE TEE, PER GO A-93.3 PG 7 OF 12 2' x 1' SADDLE FUSION TAPPING TEE W/ SOCKET OUTLET w CODE: 02-9754 ATTACH EFV. I.D. TAG TO STUB END USING THE LOC. WIRE. PG&E APPLICANT DESIGN APPROVAL 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, PG&E STANDARDS TAKE PRECEDENCE. GAS ADE: GARY GREEN y APPROVAL SIGNATURE: 1 • el - DATE: 2-16-2021 GASLINE CAUTION TAPE FINISH GRADE Ir MIN. WARNING TAPE or L-16 6' X ,GOO ROLL TON TAPE CODE 37-9947 WARNING TAPE INSULATION ZONE 12' Nil Lq� GAS PIPELINE NOTE: GAS RISER LOCATION TO BE FIELD VERIFIED WITH SITE SUPERINTENDENT & PG&E INSPECTOR NOTE: METERS ARE OUTSIDE PER QLLMIREI EMPLOYEE DATE Concelon meohanfle alyncture M requked when a CPA INeendory la NINin the =w of the project LPG&E GREENBOOK STD 2-28I ATTENTION FOREMAN GAS PURGE POINTS I GAS FACILITIES SHALL BE PURGED PER GDS A-38. PURGE CONTROL POINTS (PCP) AND PURGE POINTS (PP) WILL BE LABELED ON THE GAS DESIGN FOR PLANNING PURPOSES. IF PURGING WILL BE DONE IN STAGES, MORE PCP'S MAY NEED TO BE INSTALLED. PURGE CONTROL POEMS PURGE POINTIS TYPICAL SINGLE STUB SERVICE TIE-IN DETAIL NO 9'ME NOTE: LOCATION OF EXISTING PG&E GAS FACILITIES SHOWN IS BASED ON INFORMATION PROVIDED BY OTHERS. JOINT TRENCH CONTRACTOR TO FIELD VERIFY ACTUAL LOCATIONS & ADJUST TRENCH AS NECESSARY AND MAINTAIN PROPER CLEARANCES. NOTE: METERS WILL BE LOCATED OUTSIDE, ADJACENT TO BUILDING, WITH NO "OPENING TO BUILDING" WITHIN 10' ABOVE, & 36" EITHER SIDE OF RISERS. REFER TO J-15 OR PG&E GREEN BOOK FOR GAS METER INSTALLATION SPECIFICATION AND HOUSE LINE REQUIREMENTS. PRIOR TO STARTING JOB, CONSULT AREA CORROSION MECHANIC FOR LOCATING WIRE INSTALLATION AND CATHODIC PRO- TECTION REQUIREMENTS CONTACT: MATT THOMPSON PHONE: 661 398-3933 NOTIFIED U.S.A. DATE TICKET BY: PER GDS A-04, GAS DISTRIBUTION MAIN REQUIRES 5 FEET MINIMUM HORIZONTAL CLEARANCE FROM ANY BUILDING IMPORTANT GAS CONSTRUCTION NOTE WITHIN 500' PER ASSEMBLY BILL (AB) 1937-SCHOOL & HOSPITAL NOTIFICATION, PG&E IS REQUIRED TO SUBMIT A NOTIFICATION REQUEST TO AB1937@PGE.COM MAILBOX AT LEAST (10) BUSINESS DAYS PRIOR TO DEVELOPER EXCAVATION. PHASE 3: LOTS 1-69 PHASE 4: LOTS 1-67 GAS NOTES: 1. DEVELOPER TO INSTALL ALL GAS PIPE POE TO INSTAL GAS SERVICE COMPLETIONS. 2. DEVELOPER TO DO ALL TRENCHING, BACKFIWNG 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 RDCK-FREE. PG&E WILL INSPECT BNCKFILL 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 (V 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 TO TRENCHING (DIAL 811) CaNTRACM CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A-90, A-93 & A-93.1, A-93.3, B-90.1, B-90.2, B-90.3, B-91.1 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION. 2. REFER TO GAS STANDARDS A-90 & A-93.1 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION. 3. REFER TO GAS STANDARDS A-90.2, 0-10, 0-12. 0-13. 0-13.1. TD-418M & TD-4181S FOR TYPICAI ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES. 4. REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATION 5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS LAWN AND SERVICES. 6. PACIFIC CAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS PIPING PER GAS STANDARD A-35 / TD-A-38B-001 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM DRAIN UNES. 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 UNIES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E TO LOCATE FACIUMES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT 811. 9. THE CONTRACTOR WILL BE REWIRED 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 CONTACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS. 11. USE JIO WIRE ON ALL MAINS AND SERVICES. 12. REFER TO GAS STANDARD J-15 FOR CAS METER LOCATIONS. APPLICANT TO VERIFY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PUBLIC UWUTY EASEMENT MD40 PUBUC SYRNO: PERMITS PRIOR 10 COIMENCING THE WOES( EASEMENT AOOIISTION PRIOR TO WNSTRUCTON AT NO COST TO PGaE LEGEND: - - - - - - PROPOSED SERVICE PROPOSED MAIN LINE EXISTING GAS FACILITY ROW OR PROPERTY LINE PROPOSED 5-LB ZINC ANODE PROPOSED ETS ❑ PROPOSED BELLHOLE - SIZE AS SHOWN (12' UNDER PIPE) (BY PGE) -/I- EFV PROPOSED EXCESS FLOW VALVE O PROPOSED EXTENDED RANGE BALL MARKER (37-4944) a PROPOSED REDUCER(S) AS REQUIRED NTS RABBIS ROAD 3 - PANAMA LANE � O i p pZW W 2 O Q// Q O N w � BERK HI E RD o PROJECT MC CUTCHEN ROAD VICINITY MAP DESIGN CHANGE COMPONENT ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY GARY GREEN (925) 459-2142 PGE Us" RECAP 1. INSTALL 1,346' OF 8" HP PL MAIN (BETTERMENT) 2. INSTALL 6.503' OF 2" HP PL MAIN (496' BETTERMENT) 3, INSTALL (8) ETS AND (5) EM MARKERS (2 ETS & 1 EM MARKER ARE BETTERMENT) 4, INSTALL (8) 5/ ZINC ANODES (2 ARE BETTERMENT) 5, INSTALL (136) STUB MARKERS 6. INSTALL (73) 1" EFV VALVES 1800 SERIES 7, INSTALL (136) 1" PL SERVICE STUBS (3,001') 8. INSTALL (136) 1" PL SERVICE COMPLETIONS (3.400') (BY PGE) 9. TIE-IN (1) 8" PL X 8" PL (BY PGE, INCLUDING BELL HOLE) (BETTERMENT) 10. TIE-INS (2) 8" PL X 2" PL (BY PGE, INCLUDING BELL HOLES) (BETTERMENT) 10. TIE-IN (1) 2" PL X 2" PL (BY PGE, INCLUDING BELL HOLE) 00 00 Lf ) CD 1� CV f� U P> o O m Cc 0DO 4a N L n G V .H � ih x On .4 IA if z 4 0 U 0 w t�1 S. a I N ■ d .. z It S In41. I, w a` � CD a O w ■ U i co � rn E u oA Ly _ z N I +... . � o n Y G C3 �w O LijO O Q Q a U 2 d ME w = o a Q R': Ib. 101RID" OF CAVVFOp F O o_ 0 PM# 35205388 NOTIFICATION# 119292666 z WALL MAP: 5126-A5/5126-A6 z EMERGENCY ZONE: KE-15C W CATHODIC PROTECTION AREA NUMBER: 5126-01 1- o THERM BILLING AREA NUMBER: T-01 z MAOP: 51 PSIG w NOP: 47 PSIG o a p lr c�LLJ W c) �y Y O W 0. L m J L Q � w � � Y m w E- 4 INCH 0 2 3 0 5 6 1 7 m 0 10 E IN C m IIW 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. STUB FOR FUTURE F21 ;PHASE 3 IPHASE 4 19 T-I' 1 o' y� _ _PUE INSTALL /Ti PL STUB 25'-1' PL COMPLETION (JT-GSM) / INSTALL I 5'-1' PL SNB (BRANCH) 25-1' PL COMPLETION / INSTALL 14.-1" PL STUB 25'-1' PL COMPLETION (a-GSN) L MAIN079 / MATCH LINE A -A (SEE SHEET 3) -22 PHASE 3 — 24 16 I PHASE 41 14 . oI 15 PUE In 0 z CID 3v I 64�� INSTALL INSTALL n PL STUB I 64'-1' I 5-1' PL STUB 25'-1' PL PL STUB (BRANCH) COMPLETION I 25'-1' PL I 0 1' PL (JT-GSTC) COMPLETION COMPLETION ` 10, (JT-GSTC) (a -GSM) FPUE \\ / INSTALL // I \ / V-1' PL STUB1 (BRANCH) 25'-1' PL INSTALL / �MGSN STUB SB 25'-1' PUL COMPLETION (JT-GSTC)C) 20 21 I 65 ON Im _— FFY t6pp 10, . INSTALL 1 INSTALL PUE . 5'-1' PL SNB (BRANCH) PL STUB 25'.1' PL 25'-1' PL r� COMPLETION COMPLETION Lo (JT-GSTC) (JT-GSTC) W I 0 — — 22 _ 23 ' w 34 33 I 32 m I I m I 1 LLI I Z INSTALL INSTALL 64'-1' 5'-1' PL STUB PL STUB (BRANCH) PL 25'-1' PL COMPLETION I COMPLETION 0 (a-GSN) (JT-GSTC) r10' Q j .LPUE I� 1L7-`�yrt u ss EFv tIIW � I N >< s �� W 1660 I EN I 1\ �. I800 INSTALL — 5'-1' PL STUB _ I 1 D' 25'� I _ PUE COMP TC) INSTALL 5'-1' PL)STUB IPN6LS BRANCH 25-1' PL 25'-1' PL COMPLETION COMPLETION (E-GSN) (E-G9N) INSTALL 197' I 35 36 I35 36 376 BERKSHIRE ROAD `5# ZA (45' ROW) EXISTING) PROPERTY LINE BETTERMENT 11& IIS100 GAS LOAD BREAKDOWN: RANGE @ 65 CFH FURNACE @ 100 CFH DRYER @ 35 CFH O.D.W.H@200 CFH TOTAL 400 CFH PER UNIT PM# 35205388 NOTIFICATION# 119292666 WALL MAP: 5126-A5/5126-A6 EMERGENCY ZONE: KE-15C CATHODIC PROTECTION AREA NUMBER: 5126-01 THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSIG NOP: 47 PSIG PG&E APPLICANT DESIGN APPROVAL PG&E PLAN CHECK DOES NO KELERSE THE APPLICANT FROM RESPONSIBILITY TO CONSTRUCT THE FACILITIES ACCORDING TO PG&E STANDARDS. IN THE EVENT OF A CONFLICT DURING CONSTRUCTION, PG&E STANDARDS TAKE PRECEDENCE. GAS ADE: GARY GREEN APPROVAL SIGNATURE: DATE: 2-164021 1v SCALE: 1 N=40' 40' 0' 40' 80' 00 00 Ln CD CV LC) I'l) U U' ! QW W u y O p I � Q U Z o N +... o, n m DO CO O U Lii O Q Q o a w°r Q U 2 d ME w o CL Q U N � o rr M W O 114 LL W O J m LL O CD w [Ifm M W U F- w x z U U Q'4 C/] w E- Of o o z Of W H U Of o a 4 INCH 0 IN r C INS w DIAL 811 2 3 4 5 6 7 8 9 10 SNCHASE DRIVESS SS SS SS S ss as S SD SD I II I I I I, S tj M I i i 69 i 68 I � . 15 — — 14 13 I I I INSTALL PL STUB INSTALL INSTALL 482' 25'-1" PL 16'-1" INSTALL OF 2" HP PL MAIN I COMPLETION 16 STUB 5'-1' PL STUB (JT-GSTC) (BRANCH) CODE: 01-6079 I ' I PL COMPLETION 125'-1" PL / I -GSTC) (JT COMPLETION 10, I (JT-GSTC) EFv,eao EFY low °s P� 2 HP PL_ 5' 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. I / I 16 INSTALL / 5'-1" PL STUB (BRANCH) R COMPLETION I ?71 I — — (JT-GSTC) INSTALL PL STUB 1I PL STUB \ 25'-1" PL COMPLETION 1 (JT-GSTC) I I 10, II PUE 18 INSTALL 5'-1" PL STUB I al (BRANCH) 25'-1" PL = COMPLETION (JT-GSTC) 119 INSTALL I 16 STUB ' 25'-1" PL COMPLETION (JT-GSTC) 10' STUB FOR FUTURE — EPUE INSTALL142' OF 2" HP PL MAIN CODE: 01-6079 I 10' PUE 10' 2O PUE INSTALL 141' 5S1"PL STUB OF 2" HP PL MAIN (BRANCH) CODE: 01-6079 25'-1" PL COMPLETION — — (JT-GSTC) 21 INSTALL / 16'-1" • PL STUB 25•-1" PL COMPLETION (JT-GSTC) EFV 1800 SD SD 3I 3 SD SD - ry\ Ss SS SS SS v I w N Ld i 2 N N w INSTALL INSTALL PUE LEA 5'-1" PL STUB I 64'-1" I N N (BRANCH) PL STUB 25'-1" PL I 25'-1" PL COMPLETION COMPLETION V y (JT-GSTC) (JT-GSTC) I 3' I w I I z I I I J "W 54 55 56 = �--- -- - 0 10' 53 52 51 .. 3 PUE I I p INSTALL 219' �O itOF 2" HP PL MAIN V I CODE: 01-6079 y t I Z I INSTALL INSTALL Y 16'-1" 16'-1" INSTALL PL STUB PL STUB 5'-1' PL STUB Q 25--1" PL I 25'-1" PL (BRANCH) COMPLETION COMPLETION I 25'-1" PL n= 3 (JT-GSTC) I (JT-GSTC) COMPLETION I (JT-GSTC) 1 \ 10' PUE EFV 1800 EFV 1800 / 1 2 HIP PL-6' ns EFV 1800 EFV 18M F C sS I S 3 SD SD (60' row)I SD N / 10' \` 3 INSTALL PUEINSTALL INSTALL 64'-1" 5'-1" PL STUB 84'_7« PL STUB I (BRANCH) I PL STUB 25'-1" PL 25'-1" PL 25'-1" PL o COMPLETION I COMPLETION I COMPLETION �^ I (JT-GSTC) (JT-GSTC) (JT-GSTC) N 10' PUE . I 22 23 24 MATCH LINE A —A (SEE SHEET 2) GAS LOAD BREAKDOWN: RANGE @ 65 CFH FURNACE @ 100 CFH DRYER @ 35 CFH O.D.W.H. @ 200 CFH TOTAL 400 CFH PER UNIT c�Sw: iql. i NIL Wim OF..CA��F� PM# 35205388 NOTIFICATION# 119292666 WALL MAP: 5126-A5/5126-A6 EMERGENCY ZONE: KE-15C CATHODIC PROTECTION AREA NUMBER: 5126-01 THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSIG NOP: 47 PSIG 1 �L SCALE: 1 "=40' 40' 0' 40' 80' n T N Lo LC) N `o CD cis o Lc) I� o O) N Lo o9 a D x o ° ' W N F0 cp z w E� 46 to w z Z a o'■ U ¢ C7 Y O 0000 �' o U o p p ¢ cD _ a ¢ z U v c �_ (/) m } m w U �--D U = CL Q LJ Q CJ CL 0_ ¢ ¢ U N o LLJ x^ 1� LLJ LJ O J m = COD 0�d W O Q m E4 = x E4 0 L` z_ U W 0 0 6 5 4 3 2 1 INCH 0 2 3 m 5 I 7 I ire IN ..J C W ss 55 55 55 SUNCHASE DRIVE ss_SS — — SD SD SD SD SD ss s$ ss — — S SD ss— SD SD ss Ss T — — — — — I F_ I I 64 I 65 00 1 00 DETAIL "A" ao I SS Ss 4 1/1 68 67 I STALL 6'x5' 6 6 BELLHOLE N M 6 3 I (BY PGE) �a N 62 61 60 I 59 I 58 57 56 INSTALL 114' 2" HP PL MAIN — — 11 3 12 CODE: 01-6I079 I Z I — — — _ PUE Ld 7 6 5wNI I INSTALL 284' I I 10' 4A -- 3 — 2 -- -- 1 O2HP PL MAIN O INSTALL 230' INSTALL 306' I I ICODE: 01-6079 PUE OF HPL MAIN OF HPL MAIN WLL m CODE: 01-6079 CODE: 01-6079 0 p 1° N INSTALL INSTALL INSTALL INSTALL I= 3I 16'-1" 5'-1" PL STUB INSTALL INSTALL INSTALL PL STUB (BRANCH) PL STUB 5'-1• PL STUB I U INSTALL 5'-1° PL STUB INSTALL INSTALL INSTALL INSTALL 25'-1" PL 25'-1" PL (BRANCH) N PL STUB 16'-1" 5'-1° PL STUB INSTALL INSTALL U I COMPLETION I COMPLETION 25'-1" PL 25'-1" PL n (BRANCH) PL STUB (BRANCH) 16 —P" 5'-1° PL STUB 16'-1" 5-1" PL STUB COMPLETION I y 25'-1" PL 25'-1" PL PL STUB (BRANCH) (BRANCH) COMPLETION 25'-1" PL 25'-1" PL PL STUB (JT—GSTC) (JT—GSTC) COMPLETION I COMPLETION 25'-1" PL 25'-1' PL (JT—GSTC) JT—GSTC) I COMPLETION I COMPLETION I 25'-1" PL 25-1" PL U I I 1 O I I( (JT—GSTC) (JT—GSTC) COMPLETION I COMPLETION I COMPLETION I COMPLETION \ / \ / I I (JT—GSTC) (JT—GSTC) (JT—GSTC) (JT—GSTC) PUE — \ / \ ETS \ / \ I / I 10• I I (JT-csrc) I (Jr-GSTC) _z _ o-v 1800 � — \ / — -- — — — PUE \\ — — — \\ PL-6' — — E o-v leoo — �— EF 80 — — — — — — EFV 1800 EFV 1800 _ 2 HIP 1= — , EFV 180o EFV 1800 EFV 1 rn — _ I 5# ZA EFV 1800 EFv 1800 EFv 1800 EFv law EFV 1800 Q 13 D SD 5D 1 3 S��I VER DRIVE 5D I I I I I 5# ZA c S SS Ss I 3 3 3 3 �6D' ROW) S \ SS s ss Is SS I SS ss SS SS 3 3 SI SS I 3 I I I I W — W — W — W — W� _ — W W W W — — W INSTALL iv 5'—f PL STUB I INSTALL I INSTALL I INSTALL PUE INSTALL r INSTALL r \� \i 10'� 5-1" PL STUB 64-1 I I INSTALL INSTALL r (BRANCH) PL STUB 5'-1" PL STUB 64'-1" I I I PUE I 25-1" PL I 25'-1" PL I (BRANCH) PL STUB (BRANCH) PL STUB 5'-1" PL STUB 64'-1" I INSTALL 3 INSTALL I INSTALL INSTALL INSTALL COMPLETION COMPLETION 25'-1" PL I 25'-1° PL I 25'-1" PL I 25'-1" PL I (BRANCH) PL STUB 64'-1" 5'-1° PL STUB 64'-1" I 5'-1° PL STUB I 64'-1" JT—GSTC COMPLETION COMPLETION 2V PL I 25'-1" PL I PL STUB I (BRANCH) PL STUB (BRANCH) PL STUB I INSTALL ( ) (JT—GSTC) COMPLETION COMPLETION (JT—GSTC) (JT—GSTC) COMPLETION COMPLETION 25'-1" PL 25'-1" PL 25'-1" PL I (JT—GSTC) (JT—GSTC) 25'-1" PL I 25'-1" PL (JT—GSTC) (JT—GSTC) COMPLETION COMPLETION COMPLETION COMPLETION COMPLETION PL STUB (JT—GSTC) I I I (JT—GSTC) (JT—GSTC) (JT—GSTC) COM GSTC) COMPLETION (JT—GSTC) 56 I I I I I I I I I I I I I I I I I I I 10' W I I I I 57 58 59 60 61 62 I I PUE z 3 L 10' I I I 63 64 —,� o PUE — 65 — 66 67 68 69 INSTALL 280' � 51 50 49 48 47 46 45 44 OF E: H1 PL MAIN 43 I� o CODE: 01-6079 I Q CIOv I 42 I 41 I 40 39 I 38 I DIAL 811 i INSTALL 513' I I I = I OF 2" HP PL MAIN I I INSTALL 405' CODE: 01-6079 I V OF 2 HP PL MAIN 3I I CODE: 01-6079 INSTALL INSTALL INSTALL INSTALL I 16'-1" 5'-1" PL STUB INSTALL INSTALL INSTALL INSTALL PL STUB PL S! (BRA PL STUB I INSTALL INSTALL INSTALL (BRANCH) PL STUB BRANCH PL S! (BRA PL STUB C25 —1OMPLETION TI I COMP" TI I ( ) PL STUB (BRANCH) 16'-1" 5'-1" PL STUB 16'-1" 5'-1" PL STUB 1g'_1^ INSTALL COMPLETION COMPLETION 25'-1" PL I 25'-1" PL I 25'-1" PL I 25'-1" PL I PL STUB (BRANCH) PL STUB BRANCH PL STUB 5'-1" PL STUB I 25'-1" PL BRANCH INSTALL COMPLETION COMPLETION ( ) I NT GSTC) I (JT—GSTC) I (JT—GSTC) I (JT—GSTC) I COMPLETION COMPLETION COMPLETION COMPLETION 25-1" PL I 25'-1" PL I 25'-1" PL I 25'-1" PL (JT—GSTC) I (JT—GSTC) I COMPLETION COMPLETION COMPLETION 11. / 1 D' (JT—GSTC) I (JT—GSTC) JT—GSTC) I (JT—GSTC) I (JT—GSTC) COMPLETION PL STUB — _ \\ - PUE \ / \ / I ( . I (Jr—csrc) I COMPLETTIION — — — _ EFv,eao — — \ \\ — PUE \\ csrc) EFV 1800 — — — — EFv 10ao . F PL _�_ — EFV ,aoo — — EFv 1800 I I EFV 1800 \ EFV lean _ PL-6 y EFV 1800 EFV 1800 SS EFV 18I 5# ZA EFV ,boo EFV IBM F F SS I I I F I F F s THU DE T IL S D IVE I ss 5 F s5 IBMI ss �S 5s 5s j ss 55 I I ( R W) I I INSTALL 139' TH I NDER T IL RIVE I OF 2" HP PL MAIN I I EFV , (6 , CODE: 01-6079 I R W) I EM EI I IN — — W— — IN W — 1 I I 24 INSTALL INSTALL INSTALL INSTALL PUE r r 10 / \ INSTALL 5'-1" PL STUB 64'-1" INSTALL INSTALL INSTALL INSTALL 1 I r ` r \ 5'-1" PL STU 5'-1" PL STUB 64'-1" 5'-1" PL STUB PUE BRANCH) (BRANCH) I PL STUB 5'-1" PL STUB 64'-1• INSTALL (BRANCH) I PL STUB BRANCH) 64'-1" 5'-1" PL STUB INSTALL INSTALL INSTALL ( ' 25'-1" PL 25'-1" PL I (BRANCH) I PL STUB ( PL STUB m 64'-1" 5'—P" PL STUB 25 —1" PL COMPLETION COMPLETION 25'-1" PL 25'-1° PL 25-1" PL 25'-1° PL I 25 —1" PL I BRANCH 64'-1" COMPLETION (JT—GSTC) I (JT—GSTC) I COMPLETION I COMPLETION I COMPLETION COMPLETION COMPLETION 25'-1" PL I ( ) I PL STUB I (BRANCH) (JT—GSTC) (JT—GSTC) I COMPLETION 25 —1" PL 25'-1" PL 25'-1" PL I PL STUB (JT—GSTC) (JT—GSTC) (JT—GSTC) I (JT—GSTC) I N I I COMPLETION COMPLETION COMPLETION 25'-1" PL (JT—GSTC) I„' 3 (JT—GSTC) I I COMPLETION 411 (JT—GSTC) (JT—GSTC) I (JT_GSTC) 32 I. I 10' I 25 26 27 28 29 30 31 10, NI PUE PUE, I 33 34 35 36 37 MATCH LINE D—D (SEE SHEET 5) 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. m GAS LOAD BREAKDOWN: RANGE @ 65 CFH FURNACE @ 100 CFH DRYER @ 35 CFH O.D.W.H. @ 200 CFH TOTAL 400 CFH PER UNIT PM# 35205388 NOTIFICATION# 119292666 WALL MAP: 5126—A5/5126—A6 EMERGENCY ZONE: KE_15C CATHODIC PROTECTION AREA NUMBER: 5126-01 THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSIG NOP: 47 PSIG INSTALL 188' OF 2" HP PL MAIN 3 CODE: 01-6079 BETTERMENT Q 3 Ir IX I in 0 L DETAIL "C" INSTALL 10'x5' BELLHOLE (BY PGE) (BETTERMENT) STAR SAPPHIRE DR. I I 1 � I SCALE: 1 "=40' 40' 0' 40' 80' o a, � GI N o9 'a D x z w H W � L oL ¢ C.7 O o U p � N ¢ z � c m On o � � u J w c� ►�I� h+•1 w w O J m � W � � ¢ m w � Q H 0 z_ U w 0 w 6 5 4 3 2 1 INCH 0 1 2 3 4 5 6 7 8 9 10 EI ■7I MATCH LINE D—D (SEE 24 25 26 27 28 29 30 31 32 PHAS_E_3 141 CL 13 I 12 I PHASE 4 1 ,C 10 I g 1 g I 7 1 6 — I I 1 11 I I I ' I INSTALL 191' OF 2" HP PL MAIN 10' CODE: 01-6079 PUE INSTALL INSTALL INSTALL INSTALL (B PL STUB 1 64'-1" I 5'-1" PL STUB INSTALL INSTALL INSTALL PL STUB (BRANCH) I 64'-1" I 5'-1" PL STUB INSTALL PL STUB (BRANCH) I 64'-1" 15'-1• PL STUB 1 25'-1" PL 1 25'-1" PL 1 25'-1" PL 25'-1" PL PL STUB (BRANCH) PL STUB BRANCH COMPLETION COMPLETION COMPLETION I COMPLETION I COMPLETION I COMPLETION I 25'-1" PL 1 25'-1" PL (JT-GSTC) (JT-GSC) (JT-GSC) (JT-GSTC) COMPLETION COMPLETION 10' (JT-GSTC) (JT-GSTC) (JT-GSTC) (JT-GSC) EPUE ss ss s ss �— ss ss SD SDI SD — SD I SD SD — EFV 1800 EFV 1800 EFV 1800 EFV IBM (V . I INSTALL r I 5'-1" PL STUB INSTALL PUE I INSTALL �, I INSTALL I (BRANCH) I 18•_7• PL STUB I 5'-1" PL STUB (BRANCH) I PL STUB • Ld 25'-1" PL COMPLETION (JT-GSTC) 25'-1" PL COMPLETION 25'-1" PL COMPLETION COMPLETION (JT-GSTC) (JT-GSTC) (JT-GSTC) 1 V) INSTALL 271' 1 UJ I OF 2" HP PL MAILd N I I CODE: 01-6079 I N I I I I .. 23 24 25 26 m 27 • — — — — INSTALL 282' OF H1 MAIN °D — 6 CODE: 01-6079 E: I . 32 31 30 29 28 1 Lij Z I I I I 10 PUE J I 1 1 1 = I I INSTALL INSTALL INSTALL INSTALL I C g4-1 5-1 PL STUB cQ PL STUB (BRANCH) PL COMPLETION COMPLETION (JT-GSTC) I COMPLETITI ON 1 . I 1 (JT-GSTC) 10' I — �\ /� — PUE — .. — I w DIAL 811 64'-1" 5'-1" PL STUB PL STUB (BRANCH) 25'-1" PL 25' _1" PL COMPLETION 1 COMPLETION (JT-GSTC) (JT-GSTC) I ss Iss I Ss iss I Ss I EFV 1800 I EFV 1800 • HP PL-6' EFV 1800 UOI/ BV 1800 % I PUE I INTLL INSTALL INSTALL 5'S1A PL STUB INSTALL I 5'-1" PL STUB I 16'-1• 1 (BRAH) 116'-1" (BRANCH) PL STUB 25'_1•NCPL PL STUB 25' _ PL 25'-1" PL COMPLETION 1 25'-1• PL COMPLETION COMPLETION (JT-GSC) COMPLETION (JT-GSTC) (JT-GSC) (JT-GSTC) INSTALL 271' I OF 2" HP PL MAIN 1 CODE: 01-6079 1 I INSTALL 118' OF 2" HP PL M, •37I 38 I 39 1401 CODE:01-6079 BETTERMENT r— w— — — a• uo o, _a• — — m— — — INSTALL 271' OF 8" HP PL MAIN CODE: 01-1786 BETTERMENT /10, PUE 41 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. SHEET 4) I3 34 35 36 37 P PHASE 3 z" 31 I 5 1-- 4 1 PHASE 4 I 2 1 -- .. Fes-- 10, I 03. PUE 1 3 I I INSTALL INSTALL INSTALL INSTALL INSTALL V I PL STUB I 5'-1" PL STUB 1 64'-1" 1 5'-1" PL STUB I 64'-1" (BRANCH) PL STUB (BRANCH) PL STUB 3 25'-1• PL 1 25'-1" PL 25'-1" PL 25'-1• PL 25'-1° PL COMPLETION COMPLETION I COMPLETION I COMPLETION I COMPLETION (JT-GSC) (JT-GSTC) (JT-GSTC) (JT-GSTC) (JT-GTC) / 10' / \ / PUE o � 'H— y — I I ss W LKE oss LEN LADE ss I s ss sJ SS SS � I I SD ' S D I SD I I S ss EFV ,gDD 3 ) I EFV 1800 5# ZA Ev ,aD m 1800 EFV 18W E — _ 2' HP PL o EFV 1188M EFV 1800 EFV 1Boo — — — �- EFv lawEFV 1800 ETs I i 1 10' INSTALL INSTALL INSTALL I INSTALL I INSTALL PUE 5'-1" PL STUB 16'-1• INSTALL INSTALL PL STUB I 1 5'-1" PL STUB 16'-1" I INSTALL INSTALL (BRANCH) PL STUB BRANCH I 5'-1• PL STUB 16'-1" I 3 25'-1" P 25'-1" PL 25'-1" PL (BRANCH) PL STUB 1 (BRANCH) PL STUB 5'-1" PL STUB PL COMPLETI 25'-1" PL 25'-1" PL (BRANCH) PL STUB (JT-GSTC COMPLETION COMPLETION 25'-1" PL 25'-1" PL 0 1 (JT-GSTC) (JT-GSTC) COMPLETION COMPLETION COMPLETION COMPLETION 25'-1" TI DOM L TI y (JT-GSTC) (JT-GSTC) (JT-GSC) (JT-GSTC) COMPLETION COMPLETION (JT-GSTC) (JT-GSTC) } 1 I INSTALL 235' INSTALL 319' Q OF 2" HP PL MAIN 1 OF 2" HP PL MAIN 3N I CODE: 01-6079 I I i i CODE: 01-6079 N 64 65 66 67 �z0 31 59 I — 60 I 61 I -- 63 -- --�— ao-- L L — -- 52 Cy to 1058 57 1 56 1 55 54 53 I — y as PUE i I I I I I 51 I I INSTALL 1I TUB 25'-1" PLCOMPLETIO/ INSTALL 3I INSTALL INSTALL (JT GS C)N 5'-1" PL STUB vyi I 64'-1" 5'-1• PL STUB INSTALL INSTALL INSTALL INSTALL (BRANCH) PL STUB (BRANCH) 64'-1" 5'-1• PL STUB 64'-1" 5'-1• PL STUB I 25'-1" PL PL STUB (BRANCH) COMPLETION 25'-1" PL 25'-1" PL 25'-1• PL 25'-1" PL PL STUB (BRANCH) ` /� (JT-GSTC) COMPLETION I COMPLETION 1 25'-1" PL 25'-1" PL I` (JT-GSTC) (JT-GSC) COMPLETION I COMPLETION I (JT-GSTC) (JT-GSTC) COMPLETION I COMPLETION 1 ED 1 I I 10 I (JT-GSTC) I (JT-GSTC) �. / EM PUE — — \ / y W W— OS I I I 55 50 55 ss 5S I DIAM D S RIS RIVE Is5 ss s- Imo— �� INSTALL S I 14'-1" 5# I (60' R W) I I 25' STUBPL EFV 1800 EFV 1800 EFV 1800 COMPLETION SD ,�, r \ (JT-GSC) wy low EFV 1800 EFV 1800 _ _ / / \ 10'\ ,goo INSTALL r l INSTALL 1 1 PUE I / I i I �i 5'-1" PL STUB 1 16--1" I INSTALL INSTALL INSTALL INSTALL INSTALL 49 N 5'-1" PL STUB I 18'-1" (BRANCH) PL STUB (BRANCH) PL STUB 5'-1" PL STUB I 18'-1" I 1 25'-1" PL 25'-1• PL (BRANCH) PL STUB INSTALL PL STUB 25 A PL 25'-1" PL COMPLETION COMPLETION 25' _ PL 25'-1" PL 5'-1" PL STUB 25'-1" PL I 10, (JT-GSTC) (JT-GSTC) COMPL C)N (COMPLETION CCOMPLETION COMPLETION (BRANCH) COMPLETION (JT-(;STC) (JT-GSTC) 25'-1" PL \(JT-GSTC) 3 I PUE (COMPLETION ) INSTALL 595' I 1 1 I CODE: 01-6079AIN y I I \ 42 43 44 45 46 47 48 3' —,N — — — — .....� — SD SD 0 SD SD — BERKSHIRE ROAD (45' ROW) 4' 1' FROM _ PROPOSED SD BETTERMENT EXISTING PROPERTY LINE INSTALL 710' OF 8" HP PL MAIN CODE: 01-1786 PM# 35205388 GAS LOAD BREAKDOWN: 's NOTIFICATION# 119292666 WALL MAP: 5126-A5/5126-A6 RANGE @ 65 CFH EMERGENCY ZONE: KE_15C FURNACE @ 100 CFH OpCA��F��2 CATHODIC PROTECTION AREA NUMBER: 5126-01 DRYER @ 000FH THERM BILLING AREA NUMBER: T-01 MAOP: 51 PSIG NOP: 47 PSIG TOTAL 400 CFH PER UNIT 5# ZA INSTALL 190' w`4 OF 2" HP PL MAIN CODE: 0� 1-6079 � BETTERMENT (60') I O IX wo (n v I 3 I OLD ROW�I LINE 3 DETAIL "B" INSTALL 10'x5' BELLHOLE (BY PGE) (BETTERMENT) 40' a x 110 DETAIL "C" INSTALL 10'x5' BELLHOLE (BY PGE) (BETTERMENT) IX. 8" HP PL—4' (J) Lu 3 I I I I SCALE: 1 "=40' 400' 40' 80, 6 5 4 3 W H V1 0 o_ Gq O 0 U1 w o Of w LJL LJ L Of N W W � W (/7 00 00 Ln N `o CD ao r, Cv o L Ln _ U b L O O O C)_ 0- U U Z O N d U � tV N E-1 Lo V] .y N *" "-1 a D o9 x rn 0 0 E"z wLo W CL � w z z 0 I Q E C9 O CJ cm Y a°Do o p rn .� CS co p N Q c N m Z v �' m Ow II J > W� UU = a ¢ ¢ O = = a- U U CL Li cn Q N o LLJ il] _ ►'^� LLJ Lj O Cn N COD 0�d W cn O Y m E4 = C-) Q E�4 Li z � x LLJ rZ o 1 INCH 0