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HomeMy WebLinkAbout1.8-6444 Ph 13GENERAL NOTES �- -- CONDUIT, TRENCHING, AND BACKFILL: NAPLES PLACE 7 1. ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING.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 i \ (WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES AND PHA!i:`) 3 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 I 6 FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" FACILITY, IF 3/FT. CANNOT BE MAINTAINED, A I 5 4 3 2 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. Q 10 1, 14 15 16 5. DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200' ✓ ` IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION). H A E 12 I / � I / r 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. PETERSBURG PLACE 8. MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY. 9. 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. , 3 2 11. STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE 8� 6 5 4 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. 3 10 12 5 16 1 1 7 11 LAND RIGHTS AND EASEMENTS: 0 , 4 14. APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED 0 — — — — RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE. ccE— 1 SAFETY AND WORKMANSHIP: � /� - / Z TALLIN PLACE 15. NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. Q - - J � 16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. Z \ — 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 2 SPECIFICATIONS. 18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO `�' C� 8 5 4 COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO RE 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. 11 s o 10 12 11 �3 10 RICHLAND HILLS LANE 7 6 5 4 3 2 1 e ae "RECORD DRAWINGS" CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK PREPARED BY �eROFO _- BY BY HUNSAKER & ASSO�.IATES �o AFp Fti THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE — CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN PLANNING ENGINEERING I R v I N E I N C SURVEYING N89`24'09"W AS SHOWN ON PARCEL MAP N0. 11C'3, AND 51.50' FROM CENTERLINE OF Three Hughes - Irvine, CA 92618 - PH: (949) 583-1010 • E:(949)583-0759 w N0. 50392 m FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. Exp. s/30/19 � - THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 UNDER T DIRECT SUPERVISION 0; CALIFORNIA. 290�6� 40q_Of_» s, \� NO. REVISION APPROVED DATE G ARDO ER R.C.E. 50.92 DATE 9TFOFCAI_`FO�� � II 'PHASE,, 2 I I I I I r 2 0 19 i -�18 2 13 f6 18 t,y l 13 4 17 - 16 � `" � 14 p ' 15 1 PO ' V0; f MAP DATE IDENTIFIER DATE OF LATEST CHANGE To THIS MAP 08/01/17 B r': BE DATE OF THIS PLC T - 08 01 17 REVIEWED & APPROVED BY DATE APPROVED BY I NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR b TE ASSISTANT PUBLIC WORVS DIRECTOR DATE R.C.E. # 61069 EXPIRES: 12/31/16 CITY OF BAKE RS FI E LD, CALIFORNIA COMPOSITE UTILITY MAP TRACT N0. 6444 PHASE 13 :\0679 I J \ L- A l.p-�•1-1t-i p�, -� DATE: !;HETET NO. DRAWn 1 CHECK -D OF 4SH - 2 51) LEETS Pi -01 . D W TORIN COURT z AB "RECORD DRAWINGS" CORRECTED BY APPROVED BY G RDO ERE R. C. E. 5039 DATE - — _— SPIFFY NO. V COMPOSITE UTILITY MATE' TRACT N0. 6444 CHECKED:— -- O F MUSE 13 NO. REVISION JAPPROVED SCALE: - --_-- DATE bA,15 VF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF PALADINO DRIVE DRIVE BEING N89°24'09"W AS SHOWN ON PARCEL MAP NO. 11013, FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N THE OFFICE OF THE KERN COUNTY RECORDER, CALIFORNPA. BENCHMARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN' AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 PREPARED BY H U N SA KE R & ASSOCIATES R V I N E , I r c PLANNING ENGINEERING SURVEYING Three Hughes • Irvine, CA 926':8 • PH: (949)583-1610 • FX (y 9)583-0759 UNDER T DIRECT SUPERVISION OF OB -Df-J% Q?,oFEss/0 h��P�oo OF/Fyc m N0. m w 5G392 cr ExP• 6/30/19 X iP9T ClV't F of CA F G RDO ERE R. C. E. 5039 DATE REVIEWED ,& APPROVED BY ?A TE ASSTS", -ANT PUBLIC WORKS DIRECTOR DATE APPROVED BY NICHOLAS FIDLER — ACTING PUBLIC WORKS DIRECTOR DAT R.C.E. # 61069 EXPIRES: 12/31/16 \\ 43 10 LEGEND S SEV TR L, NE- -- SD STGRM DRAIN E JOINT T TRE ­NC' I -VV WAT-R LINE --•----------- DRY UTILITY (1-- CONDUIT) FIRE HYDRANT `�- STRC-E-T LJGHT I O SEWER MANHGI_.E ❑ STOPW DRAIN INLE-T OQ STO✓;',U DRAIN MANHOLE ro BLOb,IOFF VALID 0 ELECTRICAL VAI.'J/I,1lND,'IOLE ELECTRIC -- Tf, JNSf ,-IRMr R © BRIGHTHOUSE CABLE PEDESTAL I AT&T PHONE FCDES : AL 0 NO J Q U i (n 30 15 0 30 6 - GRAPHIC SCALE: 1"=3(:' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS AAP 08/01 /1 "7 Fr : BE DATE OF THIS PLOT - -0- 0 Nt- a QD I CITY OF BAKERSFIELD, CALIFORNIA DATE: DMWN: SPIFFY NO. V COMPOSITE UTILITY MATE' TRACT N0. 6444 CHECKED:— -- O F MUSE 13 SCALE: - --_-- 2 SHEETS o� SHTC2-W/ , ' sQ 0679 ENCINEERING TR_6444-1,3 H --UTILITY MAP