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HomeMy WebLinkAbout1.8-6444 Ph 2GENERAL NOTES CONDUIT, TRENCHING, AND BACKFILL: 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 ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING.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 (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' 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 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 (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 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. 2-� 24' 10' 10' PALADINO DRIVE / 209 /, ,\ 208 201 /, `,\ 200 193 /; �,\ 192 185 /% `.\ 184 �---� 210 Q Lw 207 202 Q 199 194 Q 191 186 Q 183 `�+� 1 1 Q 211 z 206 203 195 0 187 Q -- i;o I,W I 198 190 I,z ,I 182 / -- -- 01 -- -- / 212 205 204 �' 197 196 189 188 �� Ll J \ / VALE ROYALE DRIVE 175 139 140 141 142 143 144 145 146 147 149 176 177 178 179 180 � 5L, 174 � 138 I I ' - I -- 173 137 I I I I I I 1 , ' 150 I---_� I I I I I 127 126 1125 1 1241 1231 1221121 120 1 119111811171 -- v ' 171:170!169:168:167;166 165 \ , 151 172A- 128� 164 136 - - -- __ __ __ --J a- -- �, _ BESANCON _ WA Y BESANCON WA Y _ I _ _ _ _ � 163 . j 129-- 135 1 J W -- Q 107 0 ' 154 64 =1 'I 130 � 1161115�114�113�112�111�110�109�108►-- -- 1 � � 1581 � ,, 162---- 1.341 ; 106 1155 156 157 159 160 161 63 I 153 131 - -- - - -- -- 133-----�' �, �, 152 -- -- -- I --- 132 95 � 96 1 97 1 98 1 99 11001101:1021 1 I __ , 1031 72 71 70 69 68 67 66 65 62 -- -- -- -- 73 FRA NCO\ LANE 74 61 75 76 / 60 94 ' 93 — 77 / 52 53 59 78 / 51 58 1 91 1, 9 0 ; 1 I I I I I I I I I - 89 ' 88 ' ' 87 ' 86' 85 ' 4 1 83 182 181 1 79 /, 50 56 - 49 55 , 38 48 39 \ / 47 � I -T AREA TO BF ` 41 45 46 � 'REDEVELOPED I 44 - 43 42 /- FUTURE PHASES / 1 1 I ' 2 P / �\3 VALE ROYAL DRIVE SSP 10.1 `-- 0 -o AND / 9 4 SHELBURNE DRIVE NOT TO SCALE ` ,� ©G 12 8 5 \ - 20 `f' 13 7 19 ?M 14, 18 15 0 17 Q P 16 TYPICAL INTERIORTREET S NOT TO SCALE "RECORD DRAWINGS" CORRECTED APPROVED BASIS OF BEARINGS BENCHMARKOF ESS i q` PREPARED BY Q� °N REVIEWED &APPROVED BY APPROVED BY BY BY HUNSAKER & ASSOCIATES ���1 `) D. THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE 1 R v I N E I N C CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN Z PLANNING ENGINEERING SURVEYING N89 24'09" W AS SHOWN ON PARCEL MAP N0. 1 1013, AND 51.50' FROM CENTERLINE OF 0 Three Hughes • Irvine, CA 92618 • PH: (949) 583-1010 • FX: (949) 583-0759 w NO. 42038 m DATE FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. J��THE DIRECT SUPE VISION OF C( Exp. 3/31/16 THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 CALIFORNIA. %. � ' 14 s�T� CIVIL 0��\F NO. REVISION APPROVED DATE PHILIP D. DOOWTIY./ R. E. 42038 DATE °F CAL\ f ASSISTANT PUBLIC WORKS DIRECTOR DATE NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. # 61069 EXPIRES: 12/31/14 MAP DATE IDE DATE OF LATEST CHANGE TI FI ER THIS MAP 09/11/14 :YZ DATE OF THIS P T 09/11 1 115-6vvy Pd CITY OF BAKERSFIELD, CALIFORNIA DATE: COMPOSITE UTILITY MAP DRAWN: TRACT N0. 6444 CHECKED: PHASE 2 SCALE: F:\0679\ ENGINEERING TR -6444-2 EXH-MISC EXH_UTILITY MAP SHEET NO. �t- 1 I OF LOLO 5 SHEETS o; 3c TO 1. DWG w w w ow PALADINO DRIVE w,' W W w w w w 722 — — — — — — — — — -- — — — __----41723 — — — — — — -- — — — — — — — — — — — -- -- -zl 209A2198 201 200 4�, 0 7 A 210 202 N 199 N J 211 20 6 20J 198 K -- Q) 212: 265204 A 197 VALE ROYALE DRIVE 7m E- E— !!I V, 0 El es �z 1J7 139140 141 142 143 144 145 146 1471 Irn 138 __ ��'` / 11' I - I I, I_� - _ � I I� 127 126 125 12 4 123 122 121 120 119 118,1171 �,; 1J6 128 — M-- I rh �I -L 129 135 130 134 .131 133 132 BESA CON WAY 7" � �, I116 115 114 113 1112111 110 109 108 95 96 97 98 99 100 101 102 1 oj�I fly � i I 94 93 92 91 90 -9 'RR R7 R F R tq 9 81 m — — ------------ L — — — --------- — "RECORD DRAWINGS11 CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK PREPARED BY I? OfESSjo.V BY BY HUNSAKER & ASSOCIATES D. REVlEWED & APPROVED BY APPROVED BY THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE Fy CENTERLINE OF PALADINO DRIVE DRIVE BEING I R V I N E I N C N89*2409"W AS SHOWN ON PARCEL MAP PAD 14.5' N.W. OF STREET SIGN PLANNING NO. 11013, AND 51.50' FROM CENTERLINE OF 6-18 . ENGINEERING - SURVEYING FILED IN BOOK 53, PAGE Three Hughes - Irvine, CA92 PH: (949) 583-1010 - FX: (949) 583-0759 Lu NO. 42038 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. m THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 UN WR THE DIRECT SUPERVISION OF Exp. 3/31/16 DATE CALIFORNIA. lcq NICHOLAS FIDLER ACTING PUBLIC WORKS DIRECTOR DATE NO. REVISION APPROVED DATE -- D" C/Vlk- R.C.E. 1 61069 EXPIRES. 12131114 PHILIP 9 DOWTY E. 420JA DATE L I NT PUBLIC WORKS DIRECTOR DATE P F, C 0 A SSIS rA & SEWER LINE [ S9 STORM DRAIN LINE c- JOINT TRENCH W WATER LINE FIRE HYDRANT STREET LIGHT 0 SEWER MANHOLE STORM DRAIN INLET F-01 STORM DRAIN MANHOLE BLOWOFF VALVE F2-] INSTALL, 1 r x JO" x 18" UTILITY PEDESTAL 0 Lf) L;j -j 50 2.5 0 5.0 100 GRAPHIC SCALE: 1"=50' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/11/14 BY: YZ DATE OF THIS PLOT 09/11/14 CITY OF BAKERSFIELD, CALIFORNIA COMPOSITE UTILITY MAP TRACT NO. 6444 PHASE 2 -\0679\ENGINEERING \TR-6444-2\EXH Ml' S C7 /I OF - 6 y Y� ell d DATE: DRAWN: CHECKED: SCALE: UTI LITY MAP SHEET NO. 2 OF c'0 u) 5 SHEETS F02. DWG PALADINO DR/E :r"a w.,:�. �., w &. x w ,. w w w f Y = 41723 -- _._. _ _ --.— _ — —— --- —— -- ——� 41724 — — — ..-. _._ .__ — .-. — .__ — ...._.. _ ..... - � .� — _._ .— — __._ _._. — ____ — 200 193 192184 185 199 194 191 186 183 195 .E 187 198 190 182 o � 197189 1 188 196 I s 181 .� a I r- E —1 I 1 ! g I I 146 147 148 149 N W � - "' 1119 117 ..150 118 -- 151 s X07 110 109 108 --- 1 106 -T- T 105 102 103i 104 RANCOISt LANE w a WI s J 0 175 --- 174 176177�I178,179'1180 173 1 1 1 70 168 167', 166 X165 172 I I I 154 153 I � 152 BESANC04 WAY s 5511156 � 157I158I159,160', 161 I r� 71�'70I69'68 671' HAM �$ 77 52 k 1, 53 78 8382 81 i80� 1 1 I ' 79 59 54 W W LEGEND SEWER LINE STORM DRAIN LINE JOINT TRENCH w WATER LINE FIRE HYDRANT o— STREET LIGHT 0 SEWER MANHOLE STORM DRAIN INLET 0 STORM DRAIN MANHOLE BLOWOFF VALVE 2 ; INSTALL 1 /' x 30" x 18" UTILITY PEDESTAL 0 Lo SII J U 50 25 0 50 100 1111111 GRAPHIC SCALE: 1"=50' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/11/14 BY: YZ DATE OF THIS PLOT 09/11 14 No ----------- AB "RECORD DRAWINGS" CORRECTED APPROVEDBASIS OF BEARINGS BENCHMARK PREPARED BY O,? \? DSS/ON9 REVIEWED &APPROVED BY APPROVED BY CITY OF BAKERSFIELD CALIFORNIA DATE: BY BY SHEET N0. �I HUNSAKER & ASSOCIATES �P�F d THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE r Z R V I N E INC �, Q -� c COMPOSITE UTILITY MAP °RAW": 3 CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN Z I o m FROM CENTERLINE OF PLANNING ENGINEERING SURVEYING C N89 24'09"W AS SHOWN ON PARCEL MAP N0. 11013, AND 51.50' Three Hughes - Irvine, CA 92618 . PH: (949) 583-1010 • FX: (949) 583-0759 w N0. 42038 m DATE TRACT N0. 6444 CHECKED: OF FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. a Exp. 3/31/16 00 THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 VAMARTHE DI CT SUP RVISION OF CALIFORNIA. V C Q IZ s9 c r V 1 ` ��P NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE No. REVISION APPROVED DATE PHILIPD. DOWTY .E. 42038 1 DT TF OF CANT PUBLIC WORKS DIRECTOR DATE o� R.C.E. / 61069 EXPIRES. 12/31/14 PHASE 2 SCALE: 5 SHEETS p; LF ASS! TA�i F: 0679 ENGINEERING TR_6444-2 EXH_MISC EXH_UTILITY MAP HT03.DWG VALE ROYALE DRIVE • • s E_- --' ". 4 —a m. -.. N a WI s J 0 175 --- 174 176177�I178,179'1180 173 1 1 1 70 168 167', 166 X165 172 I I I 154 153 I � 152 BESANC04 WAY s 5511156 � 157I158I159,160', 161 I r� 71�'70I69'68 671' HAM �$ 77 52 k 1, 53 78 8382 81 i80� 1 1 I ' 79 59 54 W W LEGEND SEWER LINE STORM DRAIN LINE JOINT TRENCH w WATER LINE FIRE HYDRANT o— STREET LIGHT 0 SEWER MANHOLE STORM DRAIN INLET 0 STORM DRAIN MANHOLE BLOWOFF VALVE 2 ; INSTALL 1 /' x 30" x 18" UTILITY PEDESTAL 0 Lo SII J U 50 25 0 50 100 1111111 GRAPHIC SCALE: 1"=50' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/11/14 BY: YZ DATE OF THIS PLOT 09/11 14 No ----------- AB "RECORD DRAWINGS" CORRECTED APPROVEDBASIS OF BEARINGS BENCHMARK PREPARED BY O,? \? DSS/ON9 REVIEWED &APPROVED BY APPROVED BY CITY OF BAKERSFIELD CALIFORNIA DATE: BY BY SHEET N0. �I HUNSAKER & ASSOCIATES �P�F d THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE r Z R V I N E INC �, Q -� c COMPOSITE UTILITY MAP °RAW": 3 CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN Z I o m FROM CENTERLINE OF PLANNING ENGINEERING SURVEYING C N89 24'09"W AS SHOWN ON PARCEL MAP N0. 11013, AND 51.50' Three Hughes - Irvine, CA 92618 . PH: (949) 583-1010 • FX: (949) 583-0759 w N0. 42038 m DATE TRACT N0. 6444 CHECKED: OF FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. a Exp. 3/31/16 00 THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 VAMARTHE DI CT SUP RVISION OF CALIFORNIA. V C Q IZ s9 c r V 1 ` ��P NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE No. REVISION APPROVED DATE PHILIPD. DOWTY .E. 42038 1 DT TF OF CANT PUBLIC WORKS DIRECTOR DATE o� R.C.E. / 61069 EXPIRES. 12/31/14 PHASE 2 SCALE: 5 SHEETS p; LF ASS! TA�i F: 0679 ENGINEERING TR_6444-2 EXH_MISC EXH_UTILITY MAP HT03.DWG AB I "RECORD DRAWINGS" NO. REVISION 151 107 106 1 05 104 i I I I I I I167!166 165171 170 169 168 172 164 - ESA N ONVKA YssS 163 r. i I I I I 64 I I i i I is 154 I o I 162 �•=155,156,157158 I 4m: 3 159 1601 161153I r I 6%3 a 1520;Y e --- I ! & I I 71 79: 69i68I67I66I 65 6272W' d >,- \ I i \;\ s o 79 56 L lk '000�50 0 s s 5 5° 3, 00000 i�a: 40 2 SID 10 ej g 4 ,q0 . 4 8 '' S s - 12A, P SFE SHEET'' 5 1 CORRECTED APPROVED BASIS OF BEARINGS BENCHMARK � P Ess o c PREPARED BY oe� D °kq REVIEWED &APPROVED BY APPROVED BY HUNSAKER & ASSOCIATES �,� <� THE BASIS OF BEARINGS FOR THIS MAP IS THE BRONZE CAP IN 9" CONCRETE ® I R V I N E ■I N C Q� '. CENTERLINE OF PALADINO DRIVE DRIVE BEING PAD 14.5' N.W. OF STREET SIGN 2 PLANNING ENGINEERING SURVEYING R1 N89 24'09"W AS SHOWN ON PARCEL MAP NO. 11013, AND 51.50 FROM CENTERLINE OF Three Hughes • Irvine, CA 92618 • PH:(949)583-1010 • FX:(949)583-0759 w NO. 42038 m DATE FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N HIGHWAY 178 AND LENE PLACE. a Exp. 3/31/16 THE OFFICE OF THE KERN COUNTY RECORDER, U.S.G.S. Y-292, ELEV. 540.247 ZR Tt D CT SU RVISION OF CALIFORNIA. /l s� �P NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE APPROVED DATE PHILI D. DOWTY .C.E. 42038 ATE 9TFOF CAL�FO�� ASST TANT PUBLIC WORKS DIRECTOR DATE R.C.E. 61069 EXPIRES: 12/31/14 LEGEND SEWER LINE cn STORM DRAIN LINE JOINT TRENCH w -- WATER LINE FIRE HYDRANT o— STREET LIGHT Q SEWER MANHOLE STORM DRAIN INLET 0 STORM DRAIN MANHOLE BLOWOFF VALVE 21 INSTALL 17' x JO" x 18" UTILITY PEDESTAL 0 Lo J U 50 25 0 50 100 GRAPHIC SCALE: 1"=50' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/11/14 BY: YZ DATE OF THIS PLOT 09/11/14 J N I CITY OF BAKERSFIELD, CALIFORNIA DATE: SKEET NO. COMPOSITE UTILITY MAP °R""": 4 I TRACT N0. 6444 CHECKED: OFLo PHASE 2 SCALE: 5 SHEETS ci 0679 ENGINEERING TR_6444-2\EXH_MISC\EXH_UTILITY MAP\IHT04.DWG Ae "RECORD DRAWINGS" NO. 1011! 102103' 104-1- 4 F ANC IS � LANA 83 I 82 ' 81 80 73, 72 ° 71 70 j 69 � 68 67 66 . L) 51179 E u ss 57 ;58 s -0 --,,so s s I REVISION APPROVED DATE I I v T v 9� C / V NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE PHILIP D DOWTY R .E. 42038 DATE FOF CAL�FO ASSTS ANT PUBLIC WORKS niRF('TnR ndTF R.C.E. # 61069 EXPIRES. 12/31/14 F:\0+ LEGEND, SEWER LINE cn STORM DRAIN LINE JOINT TRENCH w WATER LINE FIRE HYDRANT �— STREET LIGHT O SEWER MANHOLE ❑ STORM DRAIN INLET OQ STORM DRAIN MANHOLE BLOWOFF VALVE 2 ; INSTALL 17" x 30" x 18" _J UTILITY PEDESTAL 0 Lo J Q U Ln 50 25 0 50 100 GRAPHIC SCALE: 1"=50' MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP 09/11/14 BY: YZ DATE OF THIS PLOT 09/11/14 CITY OF BAKERSFIELD, CALIFORNIA' DATE: COMPOSITE UTILITY MAP DRAWN: TRACT N0. 6444 CHECKED: PHASE 2 1 SCALE: 9\ENGINEERING\TR_¢444-2 EXH_MISC EXH_UTILITY N i SHEET N0. q� 5 OF c' co Lo A 5 SHEETS oz T05. DWG