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HomeMy WebLinkAbout1.8-6444 Ph 9GENERAL NOTES CONDUIT TRENCHING AND BACKFILL: ( NAPLES PLACE — 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 ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING.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. I 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 I P 14 Aaq 3 r /PHASE,ll 2 'A�ANY PARALLEL "WET" r UTILITY 1S 3/FEET. WITH A PRESENCE OF 1/FT. OR UNDISTURBED EARTH OR THE I 2 INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&E I \ FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" FACILITY, 1F 3 FT CANNOT BE MAINTAINED A 6 I / ' 5 4 3 2 5 6 FORMAL VARIANCE MUST BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&E I � 2 ,3 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 _ STOCKHOLM PLACE 1 INCH OF CONDUIT DIAMETER) EXAMPLE: 4" CONDUIT = 40' RADIUS. Q O 1 14 1,5 16�2 �31 - - I __IN, 5. DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200' — — — — HASE�1 IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION). 6. MANUFACTURED BENDS OR APPLICATIONw/ — — — — — — — — — — — — — OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS. > HA E 12 � I � Q Q 7 \ � � \ " 7. ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED. PETERSBURG PLACE o J C.� 14 8 8. MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY. ( W 18 \ \ 9. IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAP — — — — — — — — — — ' _ 12 .9/ INSTALLED FROM RIGID CAP TO GROUND LEVEL. _ , TORIN COURT m 10. CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL. , L j 17 4 1 16 1 11. STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT IDENTIFIED POLE LOCATIONS, THE 3 2 1 Q 7 6 5 4 TRENCHING AGENT IS TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. THE V cf) \ / RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND ADJACENT TO THE TUBE AT THE POLE QUADRANT6 , 5 INDICATED. BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL. _ — ! 10 / \ 12. LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S.INCLUDING j� \ 6 TRANSFORMERS) WILL NOT BE ACCEPTED OR CONNECTED. ( , �� \ , / \ 13. ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL., , 5 , 7 15 2 o P , 10 11 12 16 s LAND RIGHTS AND EASEMENTS: 14 12 a APPLICANT TO__ A E ` 14 RIGHTS OF WA YAREDTO BEADEQUATE SURVEYED A'ND DOCUMENTED ED 8 FOR PG&E AT FACILITIES. APPLICANT'S ADDITIONAL EXPENSEREQUIRED cc 1 4 HA(SEI-11 — �" Q � SAFETY AND WORKMANSHIP: C//: -9�20 G�\1ZTALLIN PLACE15. NOTIFY USA (811) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING.12 11 19 16. 48 HOUR NOTICE REQUIRED FDR UNDERGROUND INSPECTION. Z — — — — — — — J _ — �� 17. MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND > 1 O�� Q ACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND2 �P. - 1 U " SPECIFICATIONS. /,�' SGP` 2 3 .� ; � 18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS &SPECIFICATIONS PRIOR TO 9 8 /r"Tj� COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES DELETIONS OR INCONSISTENCIES�'( /' 1 7 ARE TO ' BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL i . j ` f /'/,,';" _ 10 ` �� \ 3 APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL i RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN. 4 10 00 8 19 r t,f/10 12 3j , / 12 g k` 5 s' d SE10I.Aw ,18 7 / — — / `,, r,r goo,—, RICHLAND HILLS LANE ``/'/ i 14 16 5 4 3 27 / 15V) --ool /`ttj �/ /f`/ i'/`f if fF/`` • J < / AAA MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/27/16 BY: BE DATE OF THIS PLOT 09/28/16 AB I "RECORD DRAWINGS" NO. I REVISION CORRECTED BY APPBROVED BASIS OF 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, CALIFORNIA. 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 �oeRP ESS / HUNSAKER &ASSOCIATES �� ® I R V IN E I N C 0) lz ■ y PLANNING ENGINEERING — SURVEYING � rn Three Hughes • Irvine, CA 92618 • PH: (949)583-1010 • F7L•(949)583-0759 w NO. 42038 M o:. Exp. 3/31/18 T;,lHED�E.CT PERM ION OF f0 'p cl V 11- P PHILIP D. DOWTY R.C.E 42038 DATE TFoF'CAL\FOS REVIEWED & APPROVED BY APPROVED BY DATE NICHOLAS FIDLER — ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. # 61069 EXPIRES: 12/31/16 APPROVED DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD, CALIFORNIA DATE: COMPOSITE UTILITY MAP DRAWN: TRACT NO. 6444 CHECKED: PHASE 9 SCALE: 9 ENGINEERING TR -6444-9 EXH_UTILITY MAP SHTo7 U SHEET NO. �o 1 � I OF co c' 2 SHEETS oz �:im xw xw xw xw A O I "RECORD DRAWINGS" NO. I REVISION xw xw xw xw xw CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK BY BY THE BASIS OF BEARINGS FOR THIS MAP IS THE [PAD RONZE CAP IN 9" CONCRETE CENTERLINE OF PALADINO DRIVE DRIVE BEING 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, U.S.G.S. Y-292, ELEV. 540.247 CALIFORNIA. APPROVED I DATE PREPARED BY QROF ESS /ON HUNSAKER & ASSOCIATES ;� I R V I N E I N C PLANNING ENGINEERING SURVEYING 2 Three Hughes • Irvine, G 92618 • PH: (949) 583-1010 • Fx: (949) 583-0759 W NO. 42038 rr UID THE DIRECT SUPE VISION OF Exp. 3/31/18 lFl /l c/Vtt PHILIP DOWTY R. E. 42038 DATE F0 CALFFO REVIEWED & APPROVED BY DATE APPROVED BY NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E. if 61069 EXPIRES. 12/31/16 LEGEND S SEWER LINE SD STORM DRAIN E JOINT TRENCH W WATER LINE -~- DRY UTILITY SLEEVE (1-3" CONDUIT) FIRE HYDRANT STREET LIGHT O SEWER MANHOLE ❑ STORM DRAIN INLET STORM DRAIN MANHOLE ra BLOWOFF VALVE D ELECTRICAL VAULT/HANDHOLE 0 ELECTRIC - TRANSFORMER © BRIGHTHOUSE CABLE PEDESTAL D AT&T PHONE PEDESTAL wll 7�r w J Q U (n 30 15 0 30 60 GRAPHIC SCALE: 1"=30' FMAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/27/16 BY: BE DATE OF THIS PLOT 09 7 -27 -Ti A, ----ii CITY OF BAKERSFIELD, CALIFORNIA COMPOSITE UTILITY MAP TRACT NO. 6444 PHASE 9 —�j \tnrl_ Z) 0 C ZDPAAWN: SHEET NO. q o 2 I OF 00 2 SHEETS oZ SHTO2.DWG