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HomeMy WebLinkAbout1.8-6369 Ph 1m' C i 01 � 2 I 3 4 5 6 7 8 9 10 McKEE ROAD 4 10 5169207-64729 JU 4 IDLE -REMOVE --y a 10 71'/85- 90 1'/85'90 95/109' 2 \° 636G8 20OW I 19 i 15' DRAINAGE EASEMENT STUB AND CAP 1-6• PRIMARY CONDUIT — — — — — 5' BEYOND IMPROVEaIENTs 50' 50` 26 CANAL EASEMENT 27 636G9 .T. 20OW I tNN FUCO 19231' 'f4l; 2 -PT 63H, 65E7V' ff z � ( N � 636H1 20OW iI S, 17 20 25 1 , VD=4.6V 1, _ VF=5.1V VD=6.1V 89 N \ iv; VF=6.OV / VD_ 5.6V 28 2 3 /SV 636K3 pV1I VF 5.9V' � W g O 0 126'/140 OS 12 100'/114' —�� I-- SV1 - �'` POS svr z T-14526 I- T-14528 �'Y' 636K5 116'/130' A POS W 100 KVA s36K7QD m 50 KVA 88 S 95'/109' rn po 0 7 0 O Elf U �' 13 16 y 21 24 108'/122' 5�\ SN T 7\ �SVj I r 0 2 S1�/ 0 '11'/125' 0 y 29 �7 2 ���j U 87 95,/109, /S�1 Q oy� /S�\ vi S�1 1= �/ W 636K1 -z (, °�° 95'/109 / ' 2 z Q 5 6 VD. 4.5V z 14 15 22 23 W VF=48V o as 0_j n t2 W H 57'/71' �� Q 0 30 _ C/-) VD=5.4V o ` J ?� I U 86 VF=6.2V RICKI JEA.NNE AVE. 636K4 RICKI JEANNE AVE. (� T--14530 5�-WTR- �� PULL PJLL (� m 1 636K6 ��'� 45'/59' 100 KVA _ sI / 325'/344' PULL / J < \ 145'/164' \ SV 76'/90' -WTR- 328'/342' P3 P� P3 P3 Pt P3 Pt - P1 u. / Nt S, N -r— at S1 N� St Pt N St St NI P1 N \ -- 114'/128' 611'/14' �I I-- J — 2 544 60'/74 so' 74' — s, 67 68 p05 i �N -LJ ( 133'/147' -- J S1, _ s1 -i` 636J9 157'/171' h VD=4.6V VF=5.2V 66 65 69 ml so/74 / \ s120'/134�o�o 102 116' W T-14529 20OW T-14527W 100 KVA KVA �1002 S 31 3 VD=3.8V ~ `� =5 VD=3.7V O 83 � 1 VF=4.9V � Q OF=4.4V 82 _ (� I 80 79 78 77 I Q 381 37 361 35 34 33 32 70 O 71 — 72 73 SPECIAL FACILITIES CHARGED 74 75 76 39 40 41 42 43 44 FOR SERVICE EXTENSION Q a C 45 46 47 REQUESTED BY APPLICANT 10 0� ry z $ S T-14534 �A T-14533 Q 11O po 6862' 100 KVA / °S 50 KVA t--{- T- 14532 T-14531 / m 64'/78' ' ? I` 50 KVA \ / p0`� \ / 100 KVA s2 60'/74' 60'/74' I 636J7 ' 60'/74' 6p'/7q � 60' 74'L2 Fz 100'/114' CATV METER 100A S1 --iL , >r — S1 S1 _-- ®/ ® / 61'/7i' ' 67'/81' P1 Pt ` J L ' St St ~ , h ` ' S1 St --.-- �T— St _T G 245'/259' P1 365'/3841 305'/324' Pt P' 636J8 11 240'/254' 636J6 Z J LANDSCAPE METER 100A ,� W <PULL - TARA LEIGH WDRIVE PULL PULL PULL TARA LEIGH T wTR � D R I VE -r--�� �' I CABLE & PULLING DATA FOR ENCLOSURE J-2544 TIE-IN CABLE & PULLING DATA FOR ENCLOSURE T-14530 TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. 3-397A 21KV FROM ENCLOSURE 1O CABLE TYPE 18679 1-4/0A CN 1 �, GALLONS LUBE 45'-4 RUN LENGTH W TAILS SB NO. of CABLES CABLE TYPE '_`x 140' � (� FRT END RUN LENGTH 96'/110' / s \' / \ F-1150 45' 1011 T-14529 3 -PT 63H, 50E 1/0 69 w 0.5 2 636G7 T-14527 1 1/0 T I I 20H 107'/121' 2 344 _ 96' 110 1 1/0 91 0.75 91 VD=3.6V VF=4.6V TOTAL LENGTHS: FEEDER 1PH DIST. 3PH DIST. j 1 1 s ) 99 \ 0 1 164 FROM ENCLOSURE NO. of CABLES CABLE TYPE 1 ACTUAL TENSION 155'/169' \ SVl / a / 96'/110' 90'/104' 1/0 95'/109' sv1 0.75 S��/ 384 95'/109' 1 95/109' 52 z VD=4.2V 2 McKEE ROAD 4 10 5169207-64729 JU 4 IDLE -REMOVE --y a 10 71'/85- 90 1'/85'90 95/109' 2 \° 636G8 20OW I 19 i 15' DRAINAGE EASEMENT STUB AND CAP 1-6• PRIMARY CONDUIT — — — — — 5' BEYOND IMPROVEaIENTs 50' 50` 26 CANAL EASEMENT 27 636G9 .T. 20OW I tNN FUCO 19231' 'f4l; 2 -PT 63H, 65E7V' ff z � ( N � 636H1 20OW iI S, 17 20 25 1 , VD=4.6V 1, _ VF=5.1V VD=6.1V 89 N \ iv; VF=6.OV / VD_ 5.6V 28 2 3 /SV 636K3 pV1I VF 5.9V' � W g O 0 126'/140 OS 12 100'/114' —�� I-- SV1 - �'` POS svr z T-14526 I- T-14528 �'Y' 636K5 116'/130' A POS W 100 KVA s36K7QD m 50 KVA 88 S 95'/109' rn po 0 7 0 O Elf U �' 13 16 y 21 24 108'/122' 5�\ SN T 7\ �SVj I r 0 2 S1�/ 0 '11'/125' 0 y 29 �7 2 ���j U 87 95,/109, /S�1 Q oy� /S�\ vi S�1 1= �/ W 636K1 -z (, °�° 95'/109 / ' 2 z Q 5 6 VD. 4.5V z 14 15 22 23 W VF=48V o as 0_j n t2 W H 57'/71' �� Q 0 30 _ C/-) VD=5.4V o ` J ?� I U 86 VF=6.2V RICKI JEA.NNE AVE. 636K4 RICKI JEANNE AVE. (� T--14530 5�-WTR- �� PULL PJLL (� m 1 636K6 ��'� 45'/59' 100 KVA _ sI / 325'/344' PULL / J < \ 145'/164' \ SV 76'/90' -WTR- 328'/342' P3 P� P3 P3 Pt P3 Pt - P1 u. / Nt S, N -r— at S1 N� St Pt N St St NI P1 N \ -- 114'/128' 611'/14' �I I-- J — 2 544 60'/74 so' 74' — s, 67 68 p05 i �N -LJ ( 133'/147' -- J S1, _ s1 -i` 636J9 157'/171' h VD=4.6V VF=5.2V 66 65 69 ml so/74 / \ s120'/134�o�o 102 116' W T-14529 20OW T-14527W 100 KVA KVA �1002 S 31 3 VD=3.8V ~ `� =5 VD=3.7V O 83 � 1 VF=4.9V � Q OF=4.4V 82 _ (� I 80 79 78 77 I Q 381 37 361 35 34 33 32 70 O 71 — 72 73 SPECIAL FACILITIES CHARGED 74 75 76 39 40 41 42 43 44 FOR SERVICE EXTENSION Q a C 45 46 47 REQUESTED BY APPLICANT 10 0� ry z $ S T-14534 �A T-14533 Q 11O po 6862' 100 KVA / °S 50 KVA t--{- T- 14532 T-14531 / m 64'/78' ' ? I` 50 KVA \ / p0`� \ / 100 KVA s2 60'/74' 60'/74' I 636J7 ' 60'/74' 6p'/7q � 60' 74'L2 Fz 100'/114' CATV METER 100A S1 --iL , >r — S1 S1 _-- ®/ ® / 61'/7i' ' 67'/81' P1 Pt ` J L ' St St ~ , h ` ' S1 St --.-- �T— St _T G 245'/259' P1 365'/3841 305'/324' Pt P' 636J8 11 240'/254' 636J6 Z J LANDSCAPE METER 100A ,� W <PULL - TARA LEIGH WDRIVE PULL PULL PULL TARA LEIGH T wTR � D R I VE -r--�� �' Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 11 I CABLE & PULLING DATA FOR ENCLOSURE J-2544 a�r CABLE & PULLING DATA FOR ENCLOSURE T-14530 TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. FROM ENCLOSURE NO. of CABLES CABLE TYPE -WTR- ACTUAL TENSION GALLONS LUBE FRT END PACKS RUN LENGTH W TAILS 636J5 NO. of CABLES CABLE TYPE '_`x ACTUAL TENSION GALLONS FRT END RUN LENGTH 96'/110' / s \' / \ 4 4 1011 T-14529 1 1/0 69 w 0.5 2 342 T-14527 1 1/0 68 107'/121' 2 344 10 CABLE & PULLING DATA FOR ENCLOSURE T-14534 96' 110 1 1/0 91 0.75 2 384 TOTAL LENGTHS: FEEDER 1PH DIST. 3PH DIST. T-14529 1 \ 0 1 164 FROM ENCLOSURE NO. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS LU3E / RUN LENGTH W 'TAILS 96'/110' 1 1/0 95'/109' Q7 1:tC2 Ln 0.75 95'/109' 384 95'/109' 1 95/109' 52 z VD=4.2V 2 259 T-14532 1 10 SEWER EASEMENT 55 C� 0.5 2 VD -3.4V VF= ® VD 42V VF=4.8V O2 CABLE & PULLING DATA FOR ENCLOSURE T-14526 VD=4.2V VF=4.8V ' FROM ENCLOSURE. VD=4.2V VF=4.8V CABLE TYPE ESTIMATED TENSION ACTUAL TENSION VD=4.2V VF=4.8V VD=3.IV VF=3.8V RUN LENGTH FROM ENCLOSURE NO. of CABLES \ VF=5.5V 127'/141' ESTIMATED TENSION ACTUAL TENSION GALLONS LUBE FRT END PACKS RUN LENGTH W TAILS T-14532 1 1/0 51 EST: NOBERT RAM 0 2 254 T-14527 1 1/0 90 0.75 2 374 E_4 E..; z -- 62 61 60 59 58 57 Ln CL w ccs - r- 0 N 56 55 W 54 53 52 51 50 49 48 THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 636H3 c� C5 — SV — — — — SERVICE CABLE - 1 /OAL TPX 600V IN 1-3- CONDUIT 6 5 4 3 2 1 INCH 0 (NON-RESIDENTIAL) 3 PHASE PRIMARY CONDUCTOR N'/ CN 200W '-� LIC FUTURE PHASE I j i STUB AfJD CAP VACANT CONDUIT (PRIMARY), 1-4" Lij C6 N Z CD — to w Jz (AVG.) SQUARE FEET: 1800 SF MAIN SIZE: 200 AMPS — MAX AC TONNAGE: _ - 5 TON — D6 I35' TRANSFORMER DATA TABLE VACANT CONDUIT (PRIMARY), 1-6" CKi T-14526 5169178-64702 100 2 1 1 10 68 20/240 L T-14528 5169211-64702 50 2 1 1 9 62 20/240 T-14529 5169238-64684 100 2 2 1 1 12 80 20/240 1-4• PRIMARY CONDUIT Lr_i Q T-14532 5169238-64654 50 2 2 1 1 8 57 20/240 T-14533 5169207-64664 50 2 2 1 8 57 20/240 T-14534 5169182-64654 100 2 1 1 1 12 1 80 20/240 o I d= Q L _r-- �-- LS2A STREETLIGHT, 10OW (UNLESS CTHERWISE NOTED) 75 CUSTOMERS 5' BEYOND IMPROVEMENTS _F '-� Lr) EK�> CUSTOMER OWNED STREETLIGHT CABLE & CONDUITul LS2A STREETLIGHT POINT OF SERVICE Ci U STUBAND CAP PRIMARY CONDUIT w =: Q I I I n_ _ I I 5' BEYOND IMPROVEMENTS Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 11 I CABLE & PULLING DATA FOR ENCLOSURE J-2544 a�r CABLE & PULLING DATA FOR ENCLOSURE T-14530 TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. FROM ENCLOSURE NO. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS LUBE FRT END PACKS RUN LENGTH W TAILS FROM ENCLOSURE NO. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS FRT END RUN LENGTH F-1150 3 1/0 986 DESCRIPTION 4 4 1011 T-14529 1 1/0 69 w 0.5 2 342 T-14527 1 1/0 68 0.5 2 344 10 CABLE & PULLING DATA FOR ENCLOSURE T-14534 T-14528 1 1/0 91 0.75 2 384 TOTAL LENGTHS: FEEDER 1PH DIST. 3PH DIST. T-14529 1 1/0 30 0 1 164 FROM ENCLOSURE NO. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS LU3E FRT END PACKS RUN LENGTH W 'TAILS T-14533 1 1/0 67 Q7 1:tC2 Ln 0.75 2 384 T-14533 1 1/0 52 z 0 2 259 T-14532 1 1/0 55 C� 0.5 2 324 ® CABLE & PULLING DATA FOR ENCLOSURE T-14531 O2 CABLE & PULLING DATA FOR ENCLOSURE T-14526 TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. TOTAL LENGTHS: FEEDER 1 PH DIST. 3PH DIST. FROM ENCLOSURE. N0. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS FRT END RUN LENGTH FROM ENCLOSURE NO. of CABLES CABLE TYPE ESTIMATED TENSION ACTUAL TENSION GALLONS LUBE FRT END PACKS RUN LENGTH W TAILS T-14532 1 1/0 51 EST: NOBERT RAM 0 2 254 T-14527 1 1/0 90 0.75 2 374 ---CONFLICTS--- j CIRCLED LOT NUMBERS INDICATE THE FOLLOWING. POSS. WATER SERVICE CONFLICT WITH TRANSFORMER AT LOT LINE: 3, 4, 12, 13, 30, 31, 36, 37, 40, 41, 44, 45, 70, 71, 74, 75, 80, 81. LEGEND E c 2 -o W `0 O c o L CD cr :m N II �r� w S LSI --- LOC INSTALL EXIST FUTURE DESCRIPTION Z PG&E TO COMPLETE SERVICE INSTALLATION Q TIE-IN Q w Q N Z ODENOTES TIE-IN FACILITIES WITHIN DRAWING C1 — P1 — P3 w PRIMARY CABLE - 1-1/0AL EPR 25KV IN 1-2- CONDUIT PRIMARY CABLE - 3-1/OAL EPR 25KV IN 1-4" CONDUIT VICINITY SKETCH r- cr � Ln to 00 rn C1 CG N Q7 1:tC2 Ln — S1 ja FIRE HYDRANT SECONDARY CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT PROJECT SITE21 _S2 z �' SECONDARY CABLE - 350AL TPX 600V IN 1-3" CONDUIT < «. OSC o. C� PROPOSED STORM DRAIN INLET KEE 60- PLAT:3027363 = - O - CIRCLED LOT a'-' _ ?N^KATE POSS!E'LE CONFLICT I I 2-1 O I CL rr �2] 17" x 30" x 18" SECONDARY BOX - 3 WAY BUS CONNECTOR C3 _ EST: NOBERT RAM cx 24" x 36" x 18" SECONDARY BOX - 3 WAY BUS CONNECTOR --- - c c - EXISTING DESCRIPTION E_4 E..; z -- PHONE: 559-347-5253 C4 —SV1 -- SERVICE CABLE - 4/OAL TPX 600V IN 1-3- CONDUIT Ln CL w ccs - r- 0 N W — -- 1 PHASE PRIMARY CABLE/CONCUCTO:R - SIZE AS SHOWN THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 c� C5 — SV — — — — SERVICE CABLE - 1 /OAL TPX 600V IN 1-3- CONDUIT 6 5 4 3 2 1 INCH 0 (NON-RESIDENTIAL) 3 PHASE PRIMARY CONDUCTOR N'/ CN ( '-� LIC — D4 I j i VACANT CONDUIT (PRIMARY), 1-4" Lij C6 N Z CD — to w Jz (AVG.) SQUARE FEET: 1800 SF MAIN SIZE: 200 AMPS — MAX AC TONNAGE: _ - 5 TON — D6 I35' TRANSFORMER DATA TABLE VACANT CONDUIT (PRIMARY), 1-6" CKi T-14526 5169178-64702 100 2 1 1 10 68 20/240 T-14527 5169195-64684 100 2 2 1 10 68 20/240 T-14528 5169211-64702 50 2 1 1 9 62 20/240 T-14529 5169238-64684 100 2 2 1 1 12 80 20/240 T-14530 5169268-64689 100 2 1 1 12 80 20/240 Lr_i Q T-14532 5169238-64654 50 2 2 1 1 8 57 20/240 T-14533 5169207-64664 50 2 2 1 8 57 20/240 T-14534 5169182-64654 100 2 1 1 1 12 1 80 20/240 o I d= Q L _r-- �-- LS2A STREETLIGHT, 10OW (UNLESS CTHERWISE NOTED) '-� Lr) EK�> CUSTOMER OWNED STREETLIGHT CABLE & CONDUITul LS2A STREETLIGHT POINT OF SERVICE Ci U w =: Q n_ ARIES PM TRANSFORMER, DF -LB, W/BOX PAD w �1aNr - t` C=) cV ARIE [5] 3' x 5' x 3'6" PRIMARY ENCLOSURE X 0 SOLELY OWNED POLE a Li • RISER Q X` X\ CUTOUT/DISCONNECT - SIZE AS SHOWN ` c E c 2 -o W `0 O c o L CD cr :m N II 35'/49' DENOTES TYPICAL SHORT SIDE SERVICc ---SERVICE COMPLETION NOTE---- Z PG&E TO COMPLETE SERVICE INSTALLATION Q TIE-IN Q w Q N Z ODENOTES TIE-IN FACILITIES WITHIN DRAWING O ^, w VICINITY SKETCH cr � to c ja FIRE HYDRANT PROJECT SITE21 KV z �' o < «. OSC o. ® PROPOSED STORM DRAIN INLET KEE 60- PLAT:3027363 = - O - CIRCLED LOT a'-' _ ?N^KATE POSS!E'LE CONFLICT I I STOCKDALE 2109 i I CL rr I TAFT HIGHWAY EST: NOBERT RAM cx --- - c c - EXISTING DESCRIPTION E_4 -- PHONE: 559-347-5253 -- 3 PHASE PRIMARY CABLE/CONDU TOR - SIZE AS SHOWN N W — -- 1 PHASE PRIMARY CABLE/CONCUCTO:R - SIZE AS SHOWN THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 — — — — VACANT CONDUIT (PRIMARY, - SIZE AS SHOWN 6 5 4 3 2 1 INCH 0 3 PHASE PRIMARY CONDUCTOR N'/ CN ( ce: I j i C Cr a_ C'. n a c-. - N Z CD — to w Jz (AVG.) SQUARE FEET: 1800 SF MAIN SIZE: 200 AMPS — MAX AC TONNAGE: _ - 5 TON AVERAGE SERVICE SETBACK LENGTH: I35' TRANSFORMER DATA TABLE TRANSFORMER INFORMATION LOAD INFORMATION FIELD CONSTRUCTION INPUT SIZE PRI. #L/B ESD SEC. TRF# COORDINATE # KVA BUSH. ELBWS FU+S HCUST KVA. VOLTS SERIAL # MANUFACTURER DATE T-14526 5169178-64702 100 2 1 1 10 68 20/240 T-14527 5169195-64684 100 2 2 1 10 68 20/240 T-14528 5169211-64702 50 2 1 1 9 62 20/240 T-14529 5169238-64684 100 2 2 1 1 12 80 20/240 T-14530 5169268-64689 100 2 1 1 12 80 20/240 T-14531 5169262-64663 100 2 1 1 1 10 68 120/240 T-14532 5169238-64654 50 2 2 1 1 8 57 20/240 T-14533 5169207-64664 50 2 2 1 8 57 20/240 T-14534 5169182-64654 100 2 1 1 1 12 1 80 20/240 L w ---SERVICE COMPLETION NOTE---- Z PG&E TO COMPLETE SERVICE INSTALLATION Q Q APPLICANT TO COMPLETE CONDUIT INSTALLATION Z O ^, w VICINITY SKETCH � to PROJECT SITE21 KV z �' o < OSC o. KEE 60- PLAT:3027363 O 0 gw �!LLJ STOCKDALE 2109 i TAFT HIGHWAY EST: NOBERT RAM cx --- - - E_4 -- PHONE: 559-347-5253 N W j THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 _77-t- 0 6 5 4 3 2 1 INCH 0 IJ C W E 3 4 5 6 RICKI JEAN I N E AVE. Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG DETAIL A J-2544 7 NOTES: 10/02/2006 REFER TO ELECTRIC & GAS SERVICE REQUIREMENTS (GREEN BOOK) OR SEPARATE PG&E STANDARD DRAWINGS. CONTACT YOUR PG&E REPRESENTATIVE FOR COPIES, OR ACCESS www.pge.com/grwnbook CONDUITS, TRENCHING, AND BACKFILL 1) ALL DIMENSIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING. SEE THE JOINT TRENCH COMPOSITE DRAWING FOR THE EXACT LOCATION OF THE JOINT TRENCH. 2) MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES AND LVET' UTILITIES (WATER, SEWER, STORM DRAIN, ETC.). THE MINIMUM ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES AND ANY PARALLEL 'WET' UTILITIES IS 3 FEET WITH THE PRESENCE OF A MINIMUM OF 1 FOOT OF UNDISTURBED EARTH OR THE INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&E FACILITY AND THE OUTER EDGE OF THE PARALLEL 'WET' FACILITY, IF 3' CANNOT BE MAINTAINED, A FORMAL VARIANCE MUST BE OBTAINED FROM PG&E. WORK WITH THE PG&E INSPECTOR. (REFERENCE PG&E UO STANDARD S5453). 3) BOX, PAD AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PG&E ELECTRIC CONSTRUCTION DRAWING. 4) PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. RECOMMENDED SWEEP RADIUS (10' OF RADIUS PER INCH OF CONDUIT DIAMETER) EXAMPLE; 4' CONDUIT - 40' RADIUS 5) DO NOT EXCEED 330 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING FEED LOCATION).S 6) MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS. 7) ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED. 8) MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY, 5) IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND VERTICAL CONDUIT SCRAP INSTALLED FROM RIGID CAP TO GROUND LEVEL 13) rONDUrIS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL 11) STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE TRENCHING AGENT IS TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 30' DIAMETER CARDBOARD TUBE THE RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND ADJACENT TO THE TUBE AT THE POLE QUADRANT INDICATED. BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL 14 LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDING TRANSFORMERS) WILL NOT BE ACCEPTED OR CONNECTED. 13) ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL. LAND RIGHTS & EASEMENTS: 14) APPLICANT TO PROVIDE ADEQUATE P.U.E.'S AND/OR ROWS FOR PG&E FACILITIES. ANY ADDITIONAL RE)UIRED RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT APPLICANT'S EXPENSE SAFETY AND WORKMANSHIP: 15; NOTIFY USA (1-800-227_2600) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. 16; 43 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. 16) MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND ACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND SPECIFICATIONS. 17) THE APPUCANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL RESPONSIBILITY FOR THE SUESTRUCTURE OR DESIGN. . 10' PUE - - - - �•`-I1 _I TYPICAL 10/FT. PATTERN W/10' PUE FOR NON -WATER CInC nr CTDr-r-T I� —�`--- 10' P U E F k SFORMER I WA 7ER MAIN I � I � 0 , I 1 6 ZIN_I TYPICAL 10/FT. PATTERN W/10' PUE FOR WATER SIDE OF STPFPT 1"= )01 C4 —SVT C5 — yy C6 l1� _D4- -D6— CD D4- -D6— ARiE ARI rr�� L_J ECONDARY BOX - 8 WAY BUS CONNECTOR DENOTES TYPICAL SHORT SIDE SERVICE TIE-IN ODENOTES 0 FACILITIES WITHIN DRAWING FIRE HYDRANT LEGEND PROPOSED STORM DRAIN INLET ---SERVICE COMPLETION NOTE--- E-4 L4, INSTALL EXIST FUTURE DESCRIPTION EXISTING z wLOC `AJ ►"1-J — — 1 PHASE PRIMARY CABL E/C0%DUCTGR - SIZE AS SHOWN - :<CL Q • 3 PHASE PRIMARY CONDUCTOR W/ CN (AVG.) SQUARE FEET: _ 0 SF C1 - Pt PRIMARY CABLE - 1-1/OAL EPR 25KV IN 1-2" CONDUIT AMPS T-73 MAX AC TONNAGE:ON —P3 PRIMARY CABLE - 3-1/OAL EPR 25KV IN 1-4" CONDUIT AVERAGE SERVICE SETPACK LENGTH:5' TRANSFORMER DATA TABLE TRANSFORMER INFORMATION LOAD INFORMATION FIELD CONSTRUCTION INPUT h aO SERVICE CABLE - 1/DAL TPX 600V ;N 1-3" CONDUIT T-14526 5169178-64702 100 2 1 Lf — S1 SECONDARY CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT C2 Cn N U N y rc-a — S2 SECONDARY CABLE - 350AL TPX 600V IN 1-3" CONDUIT I— �c � o c� Lf -)CD T--14532 5169238-64664 50 2 2 1 8 57 20/240 � 1 8 57 20/240 U 1 12 80 20/240 W DEVELOPER PLANS DATED 1 1/28/06 C3 L2J 17" x 30" x 18" SECONDARY BOX -- 6 WAY BUS CONNECTOR_ VACANT CONDUIT (PRIMARY), 1-4" p i� m r-, U L3J " x 36" x 18" S 24 N � O to n_ 1"= )01 C4 —SVT C5 — yy C6 l1� _D4- -D6— CD D4- -D6— ARiE ARI rr�� L_J ECONDARY BOX - 8 WAY BUS CONNECTOR DENOTES TYPICAL SHORT SIDE SERVICE TIE-IN ODENOTES TIE-IN FACILITIES WITHIN DRAWING FIRE HYDRANT ® PROPOSED STORM DRAIN INLET ---SERVICE COMPLETION NOTE--- E-4 L4, LOT YS :NIDICATE POSSIBLE O+ L TCT EXISTING z SERVICE CABLE - 4/DAL TPX 600V IN 1-3" CONDUIT w — — 1 PHASE PRIMARY CABL E/C0%DUCTGR - SIZE AS SHOWN - :<CL Q • 3 PHASE PRIMARY CONDUCTOR W/ CN (AVG.) SQUARE FEET: _ 0 SF MAIN SIZE: AMPS T-73 MAX AC TONNAGE:ON AVERAGE SERVICE SETPACK LENGTH:5' TRANSFORMER DATA TABLE TRANSFORMER INFORMATION LOAD INFORMATION FIELD CONSTRUCTION INPUT TRFj COORDINATE SIZE PRI. KVA BUSH. ELBWS HAS SERVICE CABLE - 1/DAL TPX 600V ;N 1-3" CONDUIT T-14526 5169178-64702 100 2 1 1 10 68 20/240 G\2 iii U (NON-RESIDENTIAL) y rc-a � I— �c � T-14531 5169262-64663 100 2 1 1 10 68 20/240 T--14532 5169238-64664 50 2 2 1 8 57 20/240 � 1 8 57 20/240 U 1 12 80 20/240 W DEVELOPER PLANS DATED 1 1/28/06 W VACANT CONDUIT (PRIMARY), 1-4" p i� m J W VACANT CONDUIT (PRIMARY), 1-6" �-� C: Q LS2A STREETLIGHT, 10OW (UNLESS OTHERWISE NOTED) r� Q QJ o, U CUSTOMER OWNED STREETLIGHT CABLE & CONDUIT I1 Lr) LS2A STREETLIGHT POINT OF SERVICE CXR 4i z: _U o U PM TRANSFORMER, DF -LB, W/BOX PAD w F'301 x 5' x 3'6" PRIMARY ENCLOSURE 0 I ELY OWNED POLE • RISER CUTOUT/DISCONNECT - SIZE AS SHOWN 35'/49' DENOTES TYPICAL SHORT SIDE SERVICE TIE-IN ODENOTES TIE-IN FACILITIES WITHIN DRAWING FIRE HYDRANT ® PROPOSED STORM DRAIN INLET ---SERVICE COMPLETION NOTE--- CIPrLED L4, LOT YS :NIDICATE POSSIBLE O+ L TCT EXISTING DESCRIPTION - 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN — — 1 PHASE PRIMARY CABL E/C0%DUCTGR - SIZE AS SHOWN - VACANT CONDUIT (PRIMARY) - S!ZE AS SHOWN • 3 PHASE PRIMARY CONDUCTOR W/ CN (AVG.) SQUARE FEET: _ 0 SF MAIN SIZE: AMPS T-73 MAX AC TONNAGE:ON AVERAGE SERVICE SETPACK LENGTH:5' TRANSFORMER DATA TABLE TRANSFORMER INFORMATION LOAD INFORMATION FIELD CONSTRUCTION INPUT TRFj COORDINATE SIZE PRI. KVA BUSH. ELBWS HAS #C ST KVA. VOLTS SERIAL # MANUFACTURER DATE T-14526 5169178-64702 100 2 1 1 10 68 20/240 T-14527 5169195-64684 100 2 2 1 10 68 20/240 T-14528 5169211-64702 50 2 1 1 1 9 62 20/240 T-14529 5169238-64684 100 2 2 1 12 80 20/240 T-14530 5169268-64689 100 2 1 1 12 80 20/240 T-14531 5169262-64663 100 2 1 1 10 68 20/240 T--14532 5169238-64664 50 2 2 1 8 57 20/240 T-14533 5169207-64664 50 2 2 1 8 57 20/240 T-14534 5169182-64634 100; 2 1 1 12 80 20/240 m cn 0 6 5 4 3 1 INCH 0 r_a Y ---SERVICE COMPLETION NOTE--- L4, U - "� E C L VICINITY SKETCH o L'J ^cp a I LLJ PROJECT SITE 2 1KV E - LLj Y MK D K R PLAT -3027363 Fri I ¢ m LTJ L-1 dL: Z -. � ¢ v) W LN PHONE: 559-347-5258 U = THESE DRAWINGS ARE BASED ON W DEVELOPER PLANS DATED 1 1/28/06 w 1 �0 U m 6 5 4 3 1 INCH 0 ---SERVICE COMPLETION NOTE--- L4, PG&E TO COMPLETE SERVICE INSTALLATION APPLICANT TO COMPLETE CONDUIT INSTALLATION A "� VICINITY SKETCH o L'J E-1,_.., a I LLJ PROJECT SITE 2 1KV E - LLj Y MK D K R PLAT -3027363 Fri I ¢ m y STOSKDALE 2109 L-1 TAFf HIGHWAY EST: NOBERT RAM PHONE: 559-347-5258 U = THESE DRAWINGS ARE BASED ON W DEVELOPER PLANS DATED 1 1/28/06 w 1 �0 U 6 5 4 3 1 INCH 0 IEI DI CI G 1 I 2 I 3 TYPICAL SERVICE TRENCH FINISH GRADE *24" WHEN NOT IN FRANCHISE *30" 42" MIN. T T CID 12 MIN 6". POSSIBLE 2" SHADING 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF NATIVE SOIL IS NOT ROCK FREE. 2) SEE OTHER DETAIL IF MUNICIPAL STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN THIS TRENCH C/L F.M. 30— z 0' TYPICAL DISTRIBUTION TRENCH 24" WIDE FINISH RADE (COMMON) 24" 30" MINIMUM IN FRANCHISE AREA POSSIBLE 58" C CNabe . G �k 3" MIN ' 4►:z,; :��:��� .? 2 SHADING ? 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE 2) SEE OTHER DETAIL IF NON -PG&E STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH 4) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMMODATE ADDED FACILITIES 5) GAS TO GO ON SIDE OF TRENCH NEAREST STREET 6) WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF 12" RADIAL SEPARATION SHALL BE MAINTAINED FROM GAS LINE "EXCEPTION: WITH MUTUAL AGREEMENT, WHEN 4" DIAMETER OR SMALLER GAS PIPE IS INSTALLED, THE SEPARATION MAYBE REDUCED TO NOT LESS THAN 6" INCHES R/W 10' P,U,E, I 8m B I 60 INTEplgp 1 PROPOSED TRENCH STREET S- CTIDN ON WATER' SILT L (NT,1, SUBSTRUCTURE VERIFICATION STAMP PLEASE NOTE AND SIGN ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO GRADE STAKES PROVIDED BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE -ADJUST BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN AND DATE DRAWING. THANK YOU SIGNED DATE Underground Service Alert A Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG PROJECT CONDITIONS STAMP Type(s) of Work: X❑ New Business ❑ PG&E Maintenance & Construction Project Conditions: ❑ NONE APPARENT (if project design changes, contact ADE) or ❑ CONDITIONS APPLY: ❑ PERMITS ❑ TAILBOARD ❑ OTHER (Provide additional information on line below) BY: SIGNATURE NAME CORPORATE ID1, DATE TYPICAL STUB INSTALLATION LOCAL STREET SECTION FOR WA TER SIDE OF SIREET R106 ✓EANNE AVE. (NOT TO SCALE) T sne , i — — - — — — — — — — - — — I !d I Ir ..........I Y I R I gar fxoHr � sx c+arE -- -- -- -- -4 �oP , I WTR WTR 4YTR 6YTR— — WTR WT.R WTR WTR 5.A70-P1SU9RSED s I i n am: an79t i -I P/1 am I la- rs>c s7w 1 P/L 0 F,O,C, R/W 7 I 8 4 I 5 TELL. -PHONE PG&E GAS GARY WORK TYPICAL DISTRIBUTION TRENCH 24" WIDE FINISH RADE (COMMON) 24" 30" MINIMUM IN FRANCHISE AREA POSSIBLE 58" C CNabe . G �k 3" MIN ' 4►:z,; :��:��� .? 2 SHADING ? 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE 2) SEE OTHER DETAIL IF NON -PG&E STREETLIGHT IS IN TRENCH 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH 4) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMMODATE ADDED FACILITIES 5) GAS TO GO ON SIDE OF TRENCH NEAREST STREET 6) WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF 12" RADIAL SEPARATION SHALL BE MAINTAINED FROM GAS LINE "EXCEPTION: WITH MUTUAL AGREEMENT, WHEN 4" DIAMETER OR SMALLER GAS PIPE IS INSTALLED, THE SEPARATION MAYBE REDUCED TO NOT LESS THAN 6" INCHES R/W 10' P,U,E, I 8m B I 60 INTEplgp 1 PROPOSED TRENCH STREET S- CTIDN ON WATER' SILT L (NT,1, SUBSTRUCTURE VERIFICATION STAMP PLEASE NOTE AND SIGN ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO GRADE STAKES PROVIDED BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE -ADJUST BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN AND DATE DRAWING. THANK YOU SIGNED DATE Underground Service Alert A Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG PROJECT CONDITIONS STAMP Type(s) of Work: X❑ New Business ❑ PG&E Maintenance & Construction Project Conditions: ❑ NONE APPARENT (if project design changes, contact ADE) or ❑ CONDITIONS APPLY: ❑ PERMITS ❑ TAILBOARD ❑ OTHER (Provide additional information on line below) BY: SIGNATURE NAME CORPORATE ID1, DATE TYPICAL STUB INSTALLATION LOCAL STREET SECTION FOR WA TER SIDE OF SIREET R106 ✓EANNE AVE. (NOT TO SCALE) T sne , i — — - — — — — — — — - — — I !d I Ir ..........I Y I R I gar fxoHr � sx c+arE -- -- -- -- -4 �oP , I WTR WTR 4YTR 6YTR— — WTR WT.R WTR WTR 5.A70-P1SU9RSED s I i n am: an79t i -I P/1 am I la- rs>c s7w 1 P/L 0 F,O,C, R/W 7 I 8 UTILITY CONTACT PERSON TYPICAL STUB INSTALLATION LOCAL STREET SECTION FOR NON -WATER SIDE OF STREET SENITEZ DR, DANICA CT, CLAUDIA CT, 5TEOE CT, MRA LEIGH DR & ANDRA LISA STREET (NOT TO SCALE) — — — — — — — — — — — — — — — — — — — — — — — — T I I I P/t -- - -- --ld--t—I---- -- / \ t �=y iR 4D SCEX41X - I Mvsm awe a aq/Bz I __ I � I 10' y am � 10, 1 P/t R/W 6' HIi MASOI 60' INTER10� STREET SECTION ATU SIDE CA I _J ,y661 f I L ANE- SECTION 90 R,0, W (NT,1, It PROPOSED TRENCH I I L _J PG&E REP. GERALD MOORE PHONE: (661) 342-7256 ALL FIELD `CHANGES REQUIRE PRIOR APPROVAL FROM.• UTILITY CONTACT PERSON TELL. -PHONE PG&E GAS GARY WORK (559 ,347-5053 PG&E ELECTRIC NOBERT RAM (5599).347-5258 A T&T TELEPHONE LAURA SHOL 775 (661) 631-3,391 . SR/GHTHOUSE NETWORKS MARK BAIZE (661) 634-2296 9 I 10 NOTES: APPLICANT TRENCH 1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT 1-800-227-2600 2. SPECIFIC CONDITIONS REQUIRED BY PG&E FOR JOINT TRENCH WORK ARE OUTLINED IN PG&E'S UTILITY OPERATIONS STANDARD S5453. 3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED IN U.O. STANDARD S5453, EXHIBIT B. 4. PG&E INSPECTOR TO APPROVE ALL EXCAVATIONS AND TRENCHES (LOCATION AND BACKFILL MATERIAL) PRIOR TO BACKFILLING. 5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL. 6. MINIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACILITIES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. 8. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG&E COVER AND CLEARANCE REQUIREMENTS. REFER TO G.S. STANDARD 463-4. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% SELECT BACKFILL AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY; OR STATE REQUIREMENTS. 11. APPLICANT 1-0 PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT (BARRIER POSTS, FENCES, ETC...) REQUIRED BY PG&E. 12. THE APPLICANT/CONTRACTOR WILL ACCEPT RESPONSIBILITY OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING, ETC..) FOR /� PERIOD OF TWO (2) YEARS OR AS SPECIFIED IN THE PERMIT, WHICHEVER IS LONGER. 13. TRENCHING AGENT TO MAINTAIN THE REQUIRED DISTANCE Oz THREE (3) FEET BETWEEN GAS AND THE WET UTILITIES. NIS CD �— LY. LEGEND G _J P W L.�.1 t -- T TELEPHONE C CABLE w MAIN TRENCH ------- SERVICE TRENCH EXISTING UNDERGROUND FACILITY M PROPOSED 17" x 30" SECONDARY BOX L3J PROPOSED 24 " x 36 " SECONDARY BOX PROPOSED 36" x 60" SECONDARY BOX s PROPOSED TELEPHONE ccs PROPOSED CAE BO BLX / SLASH INDICATES CHANGE IN OCCUPANCY -- -INDICA FOOTAGE & OCCUPANC" STREET LIGHT L DCA TION PADMOUNT CAPACI TOR W a 3 C .O }- co r") .r� o cv o ITTO W a Q Q W W O o Q _ 0 Z C.) Ln Z_ C:) U 1 z Q w Lr j o to Lr'. O r-: osD Gam? Lc; LSI Q w z w G-'LLJ l� 0 W Ix LLa a o £ E., �; uo of < BAKESEIELD, CA N LO Z W. EST: KELLY HALL M Q Z ti rn LO 0 L2LLJ U o o --- U PHONE: 559-347--5049 W z Q /^ z" c� �CL THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 5 4 0 2 1 LEGEND G _J P W J t -- T TELEPHONE C CABLE w MAIN TRENCH ------- SERVICE TRENCH EXISTING UNDERGROUND FACILITY M PROPOSED 17" x 30" SECONDARY BOX L3J PROPOSED 24 " x 36 " SECONDARY BOX PROPOSED 36" x 60" SECONDARY BOX L>; PROPOSED TELEPHONE ccs PROPOSED CAE BO BLX / SLASH INDICATES CHANGE IN OCCUPANCY -- -INDICA FOOTAGE & OCCUPANC" STREET LIGHT L DCA TION PADMOUNT CAPACI TOR W a 3 C }- w o m o ITTO W a Q Q W W LEGEND G GAS P ELECTRIC PRIMARY J Ct_,_L/,i.'•C. Jc_LL•iVL/Afi'r T TELEPHONE C CABLE MAIN TRENCH ------- SERVICE TRENCH EXISTING UNDERGROUND FACILITY M PROPOSED 17" x 30" SECONDARY BOX L3J PROPOSED 24 " x 36 " SECONDARY BOX PROPOSED 36" x 60" SECONDARY BOX L>; PROPOSED TELEPHONE ccs PROPOSED CAE BO BLX / SLASH INDICATES CHANGE IN OCCUPANCY -- -INDICA FOOTAGE & OCCUPANC" STREET LIGHT L DCA TION PADMOUNT CAPACI TOR '-1z HIGHWA Y W Z �u Li C -D,> Ii r -J �- z M I— o > L.LJ 0 W ITTO W a V / ]G 0 Z U 1 o to VICINITY SKETCH osD LSI - - JOINT z w L!Y l� 0 U Ix LLa a o £ E., �; uo BAKESEIELD, CA N Z EST: KELLY HALL Z o o --- U PHONE: 559-347--5049 �N �- z o > L.LJ W W a 0 Z cta o to VICINITY SKETCH osD LSI - - JOINT z w L!Y T S11F TRENCH Ix LLa a o £ E., �; uo BAKESEIELD, CA EST: KELLY HALL PHONE: 559-347--5049 /^ z" c� THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED 11/28/06 5 4 0 2 1 1NCH 0