The URL can be used to link to this page

Home My WebLink About1.8-6444 - 3-GENERAL NOTES C;UNOU//,, IHLNUHING, AND _BACKFILL: ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED., APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING.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 a- E PGccE 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). 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 (101 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' IN 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. 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. 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 ANDIOR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANTYS EXPENSE SAFETY AND WORKMANSHIP: 15. NOTIFY USA (811) 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 .4 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. LEGEND RL"CORD DitAWINGS CORRECTED APPROVED EN&AN& M-mob, Amok Aff ESS/ A, T 1_0 @Boom 0 lly BY BY D. HUNSAKER & ASSOCIATES THE BASIS OF BEARINGS FOR THIS MAP IS THE RONZE CAP IN 9" CONCRETE I R V I N E I N C q �'' �'` CENTERLINE OF PALA-DINO DRIVE DRIVE BEING `AD 14.5' N.W. OF STREET SIGN N,89024'OV'W AS SHOWN ON PARCEL MAP NO. 110139 ND 51.50' FROM CENTERLINE OF PLANNING ENGINEERING SURVEYING Three Hughes Irvine, CA 92618 • PH: (949) 583 -1010 FX:(949)583-0759 NO. 42038 FILED IN B001K 53, PAGE 1310 OF PARCEL MAPS, N IGHWAY 178 AND LENS PLACE. m Exp. 3/31/16 THE OFFICE OF THE KERN COUNTY RECORDER, S.G.S. Y-292, ELEV. 540.247 DIRECT SUP VISION OF ll�) CALIFORNIA. NON PLMISION Aj v I k- APPROVED DATE PHILIP D. DOWTY Rjr. E. 4 03d DATE C 0 11PRDVED BY DA TE ASSISTANT PUBLIC WORKS DIRECTOR DA TE oe m �y � DRIVE /00000 I� .I �I — V) z Ld C) V) 2Z 24' i i VALE ROYAL DRIVE AID SFELBURPIE DRIVE NOT TO SCALE .02% QL 10 TYPI4; S TREE T NOT TO SCALE MAP DATE IDENTIFIER DATE OF LATEST CHANiGiE TO THIS MAP 05/22/14 BY: YZ DATE OF TH]s PLOT iviTlej SEWER LINE -`'" SEWER LINE JOINT TRENCH WATER LINE DRY UTILITY SLEEVE (1-31) CONDUIT) FIRE HYDRANT STREET LIGHT O SEWER MANHOLE 0 STORM DRAIN INLET DO STORM DRAIN MANHOLE BLOWOFF VALVE �2� INSTALL 17" x 30" x 18 L__J UTILITY PEDESTAL RL"CORD DitAWINGS CORRECTED APPROVED EN&AN& M-mob, Amok Aff ESS/ A, T 1_0 @Boom 0 lly BY BY D. HUNSAKER & ASSOCIATES THE BASIS OF BEARINGS FOR THIS MAP IS THE RONZE CAP IN 9" CONCRETE I R V I N E I N C q �'' �'` CENTERLINE OF PALA-DINO DRIVE DRIVE BEING `AD 14.5' N.W. OF STREET SIGN N,89024'OV'W AS SHOWN ON PARCEL MAP NO. 110139 ND 51.50' FROM CENTERLINE OF PLANNING ENGINEERING SURVEYING Three Hughes Irvine, CA 92618 • PH: (949) 583 -1010 FX:(949)583-0759 NO. 42038 FILED IN B001K 53, PAGE 1310 OF PARCEL MAPS, N IGHWAY 178 AND LENS PLACE. m Exp. 3/31/16 THE OFFICE OF THE KERN COUNTY RECORDER, S.G.S. Y-292, ELEV. 540.247 DIRECT SUP VISION OF ll�) CALIFORNIA. NON PLMISION Aj v I k- APPROVED DATE PHILIP D. DOWTY Rjr. E. 4 03d DATE C 0 11PRDVED BY DA TE ASSISTANT PUBLIC WORKS DIRECTOR DA TE oe m �y � DRIVE /00000 I� .I �I — V) z Ld C) V) 2Z 24' i i VALE ROYAL DRIVE AID SFELBURPIE DRIVE NOT TO SCALE .02% QL 10 TYPI4; S TREE T NOT TO SCALE MAP DATE IDENTIFIER DATE OF LATEST CHANiGiE TO THIS MAP 05/22/14 BY: YZ DATE OF TH]s PLOT iviTlej U s z W