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HomeMy WebLinkAbout1.8-6444 Ph 6GENERAL NOTES I CONDUIT, TRENCHING, AND BACKFILL: NAPLES PLACE PH E' 21, 7� - -- 1. ALL DhVENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING.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 P AS 3 1 ANY PARALLEL "WET" UTILITY IS 3/FEET. WITH A PRESENCE OF 1 FT. OR UNDISTURBED EARTH OR THE P A� INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&E 6 2 FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" FACILITY IF 3 FT. CANNOT BE MAINTAINED A 1 4 \ i I 5 4 3 2 5 6 FORMAL VARIANCE MUST BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&E ! , 2 3 UO STANDARD S5453). --- -- - --- - 5 \ 3. 80X, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PG&E ELECTRIC CONSTRUCTION , -- – , DRAWING. 1 – 4. PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. RECOMMENDED SWEEP RADIUS (10' OF RADIUS PER iTWA-% - _ STOCKHOLM PLACE 6 �1 14 15 16 INCH OF CONDUIT DIAMETER) EXAMPLE: 4" CONDUIT = 40' RADIUS. Q 10 12 13 I PHASE1 5. DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200' -' — -- -.— �� � / -� HA E 12 W IN LENGTH ALLOW .315 DEGREES (INCLUDING FEED LOCATION). – 1 \6. MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS. – – – – – – – – – – – – – — >/./ " Q p 7 � \ � � 7. ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE fNSTALLED. PETERSBURG PLACE I o ! j= "'',r`'�`` ' ,r 1 a ✓ Q 4 \ 8 ;'r/ �5 13 8. MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY. W 9. IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAP – – – – – – – – – – – _ I r , ` , j ,r� 12 9\ INSTALLED FROM RIGID CAP TO GROUND LEVEL.Im / r 10. CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL. , W f rr" r r4 ,� f `,r' t�/ ff 1 16 1 11. STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS THE 3 2 I Q TRENCHING AGENT 1S TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 30 DIAMETER CARDBOARD TUBE. THE O 7 6 5 4 ,/, 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. 10 \ j 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. J / ! fr r fr r ,r r / a! l / / ,f +'' r F ,� 13. ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL. , 3 , 5 , 7 ,r , ,r/` ,` i r r r'; / `C / F r' f/ ,/' `' ,r P LAND RIGHTS AND EASEMENTS:I 12 16 Q 10 11 � 4 � 12 14. APPLICANT TO PROVIDE ADEQUATE P.U.E,S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED O RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE. – E-1 � SAFETY AND WORKMANSHIP: � ,r �r ,, ,'' ,j �' // y 20 O TALLIN PLACE' ' r tf� 15. NOTIFY USA (811) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. 16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. W 19\ 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 rf r jr;� ` r'�r'' �Q► - 18 ' SPECIFICATIONS. 2 `% ,'� ` f F P 2 I ' `,. DSC, 9 8 6 5 3 �\ 18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO 7 4 » �, q COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO OT , O �� \ 1 7 BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL 3 APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL1 O� (� ` 6 i RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN. 2 / / O / 4 O \ 8 9 11 13 10 19 1012 12 8 �` 5 2 �HA 18 s 7 RICHLAND HILLS LANE . O 17 .o \ 6 i �9 4 / y�, ( n i 916�" l 14 � 8 6 5 4 3 2 1 15 lllo� 6 z J V) MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 06/25/16 BY: JC DATE OF THIS PLOT 06/25/16 I rt- rr rI- U CITY OF BAKERSFIELD, CALIFORNIA DA'M' SHEET NO■ ,�fo COMPOSITE UTILITY MAP DRAWN: 1 i CHECKED: OF 6 TRACT NO. 6444Lo PHASE 6 SCALE: 2 SHEETS oZ �m 0679\ENGINEERING\TR_6444-6\EXHIBITS\EXH_UTI LITY MAP\SHT01.DWG CIL ____--- CORRECTED CTED APPRROVED BY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF PALADINO DRIVE DRIVE BEING N89024'09"W AS SHOWN ON PARCEL MAP N0. 11013, FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N THE OFFICE OF THE KERN COUNTY RECORDER, CALIFORNIA BENCHMARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OFThree HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 e� � PREPARED BY �o P p N SS D k9� HUNSAKER & ASSOCIATES © I R V I E I N C . � Q� PLANNING ■ ENGINEERING ■ SURVEYING Z Hughes •Irvine, G 92678 • PH: (949)583-1010 • FX: (949)583-0759 W N0. 42038 m Exp. 3/31/18 U ER HE ECT S PERVISION OF U CIVIL R�\P PHIL P D. DOWTY R.C.E. 42038 DATE FOF CALIFO REVIEWED &APPROVED BY APPROVED BY MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 06/25/16 BY: JC DATE OF THIS PLOT 06/25/16 I rt- rr rI- U CITY OF BAKERSFIELD, CALIFORNIA DA'M' SHEET NO■ ,�fo COMPOSITE UTILITY MAP DRAWN: 1 i CHECKED: OF 6 TRACT NO. 6444Lo PHASE 6 SCALE: 2 SHEETS oZ �m 0679\ENGINEERING\TR_6444-6\EXHIBITS\EXH_UTI LITY MAP\SHT01.DWG AB "RECORD DRAWINGS" CORRECTED CTED APPRROVED BY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF PALADINO DRIVE DRIVE BEING N89024'09"W AS SHOWN ON PARCEL MAP N0. 11013, FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N THE OFFICE OF THE KERN COUNTY RECORDER, CALIFORNIA BENCHMARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OFThree HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 e� � PREPARED BY �o P p N SS D k9� HUNSAKER & ASSOCIATES © I R V I E I N C . � Q� PLANNING ■ ENGINEERING ■ SURVEYING Z Hughes •Irvine, G 92678 • PH: (949)583-1010 • FX: (949)583-0759 W N0. 42038 m Exp. 3/31/18 U ER HE ECT S PERVISION OF U CIVIL R�\P PHIL P D. DOWTY R.C.E. 42038 DATE FOF CALIFO REVIEWED &APPROVED BY APPROVED BY DATE NICHOLAS FIDLER -ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. # 61069 EXPIRES: 12/31/16 NO. REVISION APPROVED DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 06/25/16 BY: JC DATE OF THIS PLOT 06/25/16 I rt- rr rI- U CITY OF BAKERSFIELD, CALIFORNIA DA'M' SHEET NO■ ,�fo COMPOSITE UTILITY MAP DRAWN: 1 i CHECKED: OF 6 TRACT NO. 6444Lo PHASE 6 SCALE: 2 SHEETS oZ �m 0679\ENGINEERING\TR_6444-6\EXHIBITS\EXH_UTI LITY MAP\SHT01.DWG FAN NO. "RECORD DRAWINGS" CORRECTED BY APPROVED BY IN89024'09"W BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF PALADINO DRIVE DRIVE BEING AS SHOWN ON PARCEL MAP NO. 11013, FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N THE OFFICE OF THE KERN COUNTY RECORDER, CALIFORNIA. BENCHMARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE C HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 STREET LIGHT 0 SEWER MANHOLE STORM DRAIN INLET Fol STORM DRAIN MANHOLE F-0 BLOWOFF VALVE 0 ELECTRICAL VAULT/HANDHOLE RAM REVISION APPROVED DATE PREPARED BY oe�°f o s I0 HUNSAKER & ASSOCIATES IR V I N E I N C Q 'r PLANNING ■ ENGINEERING ■ SURVEYING Z Three Hughes • Irvine, U 92618 • PH: (949) 583-1010 ■ FX: (949) 583-0759 ul N0. 42038 m HE DIR CT SUPERVISION OF/_ Exp. 3/31/18 PV 30 �91. CIV 1 k- . PHILIP DOWTY R. E. 42038 DATE FoF CA0V REVIEWED & APPROVED BY DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED BY NICHOLAS FIDLER — ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. # 61069 EXPIRES: 12/31/16 F: LEGEND -S SEWER LINE SD STORM DRAIN E JOINT TRENCH W WATER LINE ------ DRY UTILITY SLEEVE 0 ro 30 15 0 30 60 GRAPHIC SCALE: 1"=30' !•?�" (��°-�`� PNS a - U CITY OF BAKERSFIELD, CALIFORNIA DATE: SHEETNO.o COMPOSITE UTILITY MAP DRAWN: 2 CHECKED: OF TRACT N0. 6444 PHASE 6 SCAlf: 2 SHEETS dZ �m M11064ill (1-3" CONDUIT) FIRE HYDRANT - I STREET LIGHT 0 SEWER MANHOLE STORM DRAIN INLET Fol STORM DRAIN MANHOLE F-0 BLOWOFF VALVE 0 ELECTRICAL VAULT/HANDHOLE RAM ELECTRIC - TRANSFORMER © BRIGHTHOUSE CABLE PEDESTAL ❑T AT&T PHONE PEDESTAL 0 ro 30 15 0 30 60 GRAPHIC SCALE: 1"=30' !•?�" (��°-�`� PNS a - U CITY OF BAKERSFIELD, CALIFORNIA DATE: SHEETNO.o COMPOSITE UTILITY MAP DRAWN: 2 CHECKED: OF TRACT N0. 6444 PHASE 6 SCAlf: 2 SHEETS dZ �m M11064ill