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HomeMy WebLinkAbout1.8-6444 Ph 11GENERAL NOTES CONDUIT, TRENCHING, AND BACKFILL: I. ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING. REFER TO THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH LOCATION. 2. MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES AND 'WET° UTILITIES (WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES AND ANY PARALLEL "WET" UTILITY IS 3/FEET. WITH A PRESENCE OF 1/FT. OR 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/FT. 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 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200' 1N LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION). 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. g. IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAP INSTALLED FROM RIGID CAP TO GROUND LEVEL. 10. CONDUITS 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. 12. 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 AND EASEMENTS: 14. APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE. SAFETY AND WORKMANSHIP: 15. NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. 16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. 17. 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. 18. THE APPLICANT 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 SUBSTRUCTURE OR DESIGN. LA� "RECORD DRAWINGS" CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK PREPARED BY oeR° Ip �ONq BY BY THE BASIS OF BEARINGS FOR THIS MAP IS THE HUNSAKER & ASSOCIATES 'OF F CENTERLINE OF PALADINO DRIVE DRIVE BEING BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN ® I R V I N E I N C Z N89 24'09"W AS SHOWN ON PARCEL MAP NO. 11013, FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. PLANNING ENGINEERING SURVEYING � � Three Hughes • Irvine, CA 92618 - PH:(949)583-1010 • F.,(949)583-0759 w NO. 50392 „i Exp. 6/30/19 THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 UNDER TH 1 CT SUPERVISION 0. — - - -- CALIFORNIA. GER DO D. ERE R.C.E. 50.92 DATE F �F CA L \ F � NO. REVISION APPROVED DATE I 20 19 i C7� \` / �p 1,3 �o l i I o \ 7 72 m 12 8 5�-- 18 — \b®r) 17 0/ 4 � / 16 14 loz° ; 15 k<1 i V) 6 z: J �-- �s. MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 08/01/17 BY: BE DATE OF THIS PLC T IF— 08/01/1-7 REVIEWED & APPROVED BY DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED BY NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR bt TE R.C.E. # 61069 EXPIRES: 12/31/16 CITY OF BAKERSFIELD, CALIFORNIA COMPOSITE UTILITY MAP TRACT NO. 6444 PHASE II 0679 ,ENGIN, EERING TR_6444-' 1 EXH_UTILI DATE: I.;HETET NO. DRAWr ; 1 CHECK:DF OF SCALE: ;Z 5;1EETS I, c c A I "RECORD DRAWINGS" NO. I REVISION CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK BY BY THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE CENTERLINE OF PALADINO DRIVE DR',VE BEING PAD 14.5' N.W. OF STREET SIGN N89'24'09"W AS SHOWN ON PARCEL MAP NO. 11013, AND 51.50' FROM CENTERLINE C FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. THE OFFICE OF THE KERN COUNTY RECORDER, t-S.G.S. Y-292, ELEV. 540-247 CALIFORNIA. APPROVED DATE PREPARED BYs <) DO D. ��`�� HUNSAKER & ASSOCIATES I R V IN E I N C . � j � Z PLANNING ENGINEERING • SURVEYING 0— N0. 50392 Three Hughes • Irvine, CA 92518 • PH: (949) 583-101 D • FX. -(949)56 3 0759 W FT' UNDER T �ECT�SUPER�VISION OF � Ex P• 6/30/19 � CIVIL GE (RDO ERE R.C.E. 50 392 DATE OF CA l i F C REVIEWED & APPROVED BY DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED BY NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR 1), ATE R.C.E. # 61069 EXPIRES: 12/31/16 LEGEND S SEWER LINE -- SD STO,�'M DRAIN - E J01A'T TRENCh -- W WATT -R LINE ----------- DRY UTILITY 5-LEEVE (i " CCNDU'T) FIRE' HYDRANT I SIRE -ET LIGHT Q SEW= -R MANHC (_E 1-1 STORM DRAIN :'NLET \ STORM DRAIN .MAA!' LOLL Ia BLOIIOFF VADEE ❑2 ELEC' rR/CAL VA i l T%IIAND:-POLE 0 ELECTRIC - T-ANS�ORNF-R © BRIGHTHOUSE .-ABLL- PEJESTAL ❑T AT&;- PHO'VE ---DE.l'TAL I c� N � _J II 30 15 0 30 30 GRAPHIC SCALE: 1" MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS Iv1AP 08/01/17 BY: BE DATE OF THIS PL()l- 08 01 T 1 CITY OF BAKERSFIELD, CALIFORNIA COMPOSITE UTILITY MAP TRACT N0. 6444 PHASE II 0679 ENG f JEERING\TR__6444-1 1 \EX-1—UTiLI DATE: aHI::ET NO. DRAWN: 2 CHECKED: — OF SCALE _- — - — 2 SHEETS