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Home My WebLink About1.3-5084LIST OF DRAWINGS SHEE T 7 Tl TL E SHEET SHEET 2 STORM DRAIN SEC TIONS SHEE T 3 S TORM DRAIN JUNCTION BOX DETAIL SHEET 4 STORM DRAIN PLAN & PROFILE D RAILROAD TRACKS (CALLS ELEGAN TE) SHEET 5 STORM DRAIN PLAN & PROFILE G.V. IMPROVEMENTS (CALLS ALISOS) SHEET 6 STORM DRAIN PLAN & PROFILE W EXIST WA TER LINE (LAS EN TRADAS) BENCHMARK MONUMENT AT THE IN TERSEC TION OF JENKINS ROAD A T LAS EN TRADAS. ELEV.= 356.45 NAD83 DATUM BA SIS OF BEA RING THE CEN TERL /NE OF LAS EN TRADAS BETWEEN CALLE AL/SOS (STA. 28+10) AND JENKINS ROAD (STA. 36+87) WAS USED AS THE BASIS OF BEAR/NG: SOUTH 89* 27' 52" EAST CITY STANDARDS CITY OF BA : ERSFIELD STORM DRAIN IMPROVEMENTS. WITHIN EX/ST/NG TRACT 5084 (LAS ENTRADAS., CALLS AL/SOS, and CALLS ELEGANTE) D-18(612199), SW -2(6/2/99), SW -6(6/2/99), ST -12(612199), ST- 73(6/2/99) STATE STANDARDS AS APPLICABLE CONVENTIONAL SYMBOLS 19 EASEMENT F.H. - _ FX/ST CURB & CUTTER -- RIGHT- OF- WAY --------------- EX/S T A. C. FL 0 WL INE CEN TERL /NE W.V. M EXIST EDGE OF PA VEMEN T D RAILROAD TRACKS ® G.M.GA GUARD RAIL X CHAIN LINK FENCE G.V. IMPROVEMENTS 3 UTILITY SYMBOLS GAS VALVE W EXIST WA TER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EX/ST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE O EX/ST OIL LINE FO EXIST FIBER OPTIC LINE 19 MANHOLE F.H. FIRE HYDRANT P.P. -�- POWER POLE W.M. ❑ WATER METER EXISTING MONUMEN T W.V. M WATER VALVE D FU TURE MONUMEN T ® G.M.GA S ME TER S.L. G.V. 3 STREET LIGHT M GAS VALVE S TREE T LIGHT W/MAST ARM BENCHMARK c. o. CLEAN OUT A U TO SCOPE © PREEMPTION DEVICE LOCATION MAP Nor TO SCALE STATE OF CALIFORNIA NO TE.- THE E:THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CZ4 SS 4 NO TE.- THE E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH QROFESS/ON OEAN =opo q��i 'lam C 46803 yt Exp. 6-30-13 y� C 1 V1 OF CA�� 7, 730E LINEAR FEET APPROVEE) BY= RAUL K ROJAS, R.C.E. 39880, EXPIRES 12-31-13 PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: A SISTANT PUBLIC WORRS DIRECTOR CIVIL ENGI ER IV -"DF-SIGN XNGINEERING a w h J U w C) W J •.I Q W 00 Q) L U W Z W DATE 0 CL ATE DATE C) TRAFFIC ENGINEERING DATE STORM DRAIN IMPROVEMENTS: NO Job No.: E8K107 File Path: K: \LDD—ENGINEERING\E8K107 CALLE ELEGANTE SD\dwg WITHIN EX/STING TRACT 5084 OF 6 File Name: Storm Drain Imp ReBid 2012.dwg (LAS ENTRADAS, CALLE ALISOS, and CALLE ELEGANTE) SHEETS w 0 J w z Q m 0 w 0 J n 0 N f 30' NORT1� 0 WQ EXISTING PAVEMENT �I EXISTING CURB v J AND GUTTER I I EXISTING UTILITIES IN JOINT TRENCH 18" CLASS III R.C.P. STORM DRAIN EXISTING (3) 2"0 SCH. 40 OIL LINES W. INV. ELEV. 34 30' STA. 36+00.62-1200' RT MH 1 CONSTRUCT JUNCTION BOX STA. 36+00.62-25.53' RT EXISTING CATCH BASIN (EX.) LID ELEV. 356.41 (EX.) E. INV. ELEV. 351.41 EX/ST/NG STORM DRAIN MANHOLE 1 Q ' EXISTING 8" WA TER 1 MAIN E O`0 Co JUNCTION BOX DETAIL ON SHEET 3. ? 4 STA. 9+76.89-23.11' L T v v II EXISTING CA TCH BASIN I N. INV. ELEV. 351.41 E E EXIST/NG 10" SEWER INV. ELEV. 343.39± S. INV. ELEV. 350.17 12.26 L.F. 18" CLASS 111 R.C.P. STA. 12+51.45-12.00' L T JB CONSTRUCT JUNCTION BOX 30' 30' 0 3 0 o z L z� W W EXISTING PA VEMENT STA. 12+51.45-23.19' L T v v EX/STING CURB EXISTING CA TCH BASIN AND GUTTER (EX.) LID ELEV. 354.07 fT- (EX.) N. INV. ELEV. 348.92 --- Jf 11 � EXISTING 8" WATER MAIN EI s 9 0.200% IIs E INV ELEV 14R09 D STORM DRAIN SECTION - LAS ENTRADAS B 2,) STA. 36+00.62 NOT TO SCALE 2 30' � 30' NORTH o `l 0 EXIST/NG PA VEMENT Z Q z STA. 32+07.10-12.00' RT JB15 STA. 32+16.24-24. 11 ' L T L.:' CONSTRUCT JUNCTION BOX EXISTING CA TCH BASIN (INLET) v IQ (EX.) LID ELEV. 355.37 STA. 32+04.19-25.59 RT (EX.) S INV. ELEV. 351.27` EX/STING CATCH BASIN (OUTLET) (EX.) LID ELEV. 355.05 (EX.) N. INV. ELEV. 350.05 EXISTING UTILITIESI EXISTING IN JOINT TRENCH 8" WATER MAIN iL I EXISTING S. INV. ELEV. 350.33 EXISTING 18 R.C.P.~ EXISTING N. INV. ELEV. 350.46 -18" CLASS 111 R. C. P. EXISTING (3) 2"0 SCH. 40 OIL LINES. STORM DRAIN E. INV. ELEV. 348.75 EXIST/NG 10" SEWER INV. ELEV. 344.34± C STORM DRAIN SECTION - LAS ENTRADAS z STA. 32+07.10 NOT TO SCALE EXISTING 470 SCH. 40 OIL LINE W. INV. ELEV. 348.91 EXISTING PRIMARY ELECTRICAL 18 CLASS 111 R. C.P. STORM DRAIN N. INV. ELEV. 347.69 10.58 L.F. 18" CLASS III R.C.P. STORM DRAIN SECTION - CALLE ALISOS STA. 12+51.45 NOT TO SCALE QRpFESS/ON pEAN � REGISTEREDIL GINEER Li C 46803 * Exp.6-30-13 CITY OF BAKERSFIELD 1509 TRUXTUN AVENUE qTF C1V1� p�� BAKERSFIELD, CA 93301 OF CZ REVISIONS No. DA TE DESCR/P TION 271 / / 371 / / 471 / / 30' 30' -ORTl-� STA. 25+54.54-15.14' L T JBIl EX/ST/NG STORM DRAIN MANHOLE Q SHALL BE DEMOLISHED BY THE CONTRACTOR, CONTRACTOR SHALL W EX/ST/NG PA VEMENT CONSTRUCT JUNCTION BOX PER W JUNCTION BOX DETAIL ON SHEET 3. ? 4 STA. 9+76.89-23.11' L T v v EXISTING CA TCH BASIN STA. 10+22.50-45.95' LT (EX.) LID ELEV. 353.65 EXISTING CATCH BASIN �� (EX.) N. INV. ELEV. 349.45 (EX.) LID ELEV. 353.27 (EX.) S. INV. ELEV. 348.27 1 1 11 EX/ST/NG EXISTING UTILITIES 8" WATER IN JOIN T TRENCH , 1 I MAIN EX/ST/NG.. ... PR/MARY . 3 ELECTRICAL_._ EXISTING UTILITIES IN JOINT TRENCH EXISTING 18" R.C.P. EX/STING E. INV. ELEV. 348.53 .... J EXISTING S. INV. ELEV. 349.10 EX/ST/NG 18 R. C. P. 18" CLASS 111 R.C.P. STORM DRAIN EXISTING 8" SEWER EXISTING N. INV. ELEV. 347.20 INV. ELEV. 347.271 E. INV. ELEV. 347.20 (EXISTING) W. INV. ELEV. 347.10 rA STORM DRAIN SECTION - CALLE ELEGANTE z STA. 25+54.54 NOT TO SCALE S TOM D1f=p A1 I N 5 ECTIONS .-- oyc/ v File Nome. Storm Drain Imp ReBid 2012 1 Drown: S. Lowe STORM DRAIN IMPROVEMENTS: WITHIN EXISTING TRACT 5084 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E8K107 Engineer: S. Lowe Dote: Nov. 21, 12 Checked By.-_.- 2 OF 6 C i Z C C) L< L L LL LL LL Q L C 00 LLJ CD z FY LLJ LLJ z 0 z LLJ J 04 0 E 01 z s 0) 0 M Q) ry 0- E C 0 E C'n ui bi I 00 Ld 1-1 CD 71 Fy Lli III z CD 0 0 r—ld CONSTRUCTION NOTES: Rl❑ EXISTING UTILITY TRENCH WITH THE FOLLOWING OCCUPYING FACILITIES.• BRIGHT HOUSE, PG&E, SO. CAL. GAS CO., and A I& T F 21 EXISTING UTILITY TRENCH OCCUPIED BY PG&E M CONTRACTOR SHALL CONSTRUCT PIPE SADDLE PER CITY OF BAKERSFIELD STANDARD D-9. F41 CONTRACTOR SHALL ABANDON IN PLACE, APPROXIMA TEL Y JO LINEAR FEET OF EXISTING 18 INCH R.C.P. PER SPECIAL PROVISIONS. R5 CONTRACTOR SHALL DEMOLISH EXISTING STORY DRAIN MANHOLE AND CONSTRUCT NEW JUNCTION BOX IN ITS PLACE PER JUNCTION BOX DE TA IL ON SHEET J. sD GENERAL NOTES : 1 WA TER SERVICE LA TERA L S SHOWN ON THESE PLANS ARE EITHER 314- OR 17. 2 ALL UTILITY LOCATIONS SHOWN ARE A PPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR L OCA TING U TILI TIES WITHIN THE PROJECT SITE. 3 CONCRETE FINISHES SHALL CONFORM WITH THE STA TE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 73. CITY OF BAKERSFIELD, CALIFORNIA CEN TERL INE OF CALLE ELEGANTE & CENTERLINE OF�GNSTRUCTION 17 - Lo �T—IE70 7�'ML7 ................ SD an TA 25+54.54- 15.14' " 1 ' LT J ;0 BOX 5+ 5 T CT JUNCTION U C S RU T So� P JUNCTION ION So T PER NC XDE AIL ON SHEET R Il =:'M4 4 SD XISTING CURB AND GJTTER CALLE AL1505 EXISTING CURB AND fUI;TTERJ 18" X TING T7 S A 7=— . .... ..... IiC A ZL ----7777� 1::.� R CE 4- 77- . ........ L-oo-2 CALLE ELEGANTE PLAN VIEW CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION ON THE JOB SITE 23 TA. 24+419.65-4.65' L T I VS -TING -,$EWER --MANHOLE,,......-,. .X) LID ELEV. J5�.6J INV I ELEV.J477J STA. 26+00 (CALLE ELEGANTE) STA, 10+00 (CALLE ALISOS) CENTERLINE INTERSECTION OF CALLE ELEGANTE AND CALLE AL/SOS MONUMENT ELEV. = 352.81 HORIZ 1 30' VERT: 1" 3' STA. 25+5454-15.1 L T JMB1 CONSTRUCT JUNCTION( BOX STA. 25+54.54-15.14 L T EXISTING STORM DRAIN AdANHO'E B T Y H -IR, 'ALL--, CONTRACTOR;- "�-c-TOR-5 SHALL BE DtMOLISHE ' S CONSTRUCT JUNCTION/ Box PE Z SHE T JUNCTION B DETAql I ON T 3 ALUN& ULNILMLINt Uf It - - LUN( ------ -- - -------- ............ ...... CALLE ELEGANTE 1 TING WA TER SERVICE t Tlrq EXISTING UTILITIES --lk.-JOIN T-MENCH- L-j 0.1170 WER EXISTING" SE - - - -- - _,........m.- ( --, --.l .............- EXISTINd)WELEV34740 (EXISTING ') INV ELEV. I347.20 34.14 L.,? ............ .......... ... . .. .... ..... ................... ..... . .......... . ...... E� INV E4V 34720 B --CLASS ... ... .......... ........... i llI EXISTING 24 RM D AIN R C A i._..._.............................,..,..._._. _, ... .,.,.r._............ . . ........ ... L.1 ... -- . ... . ..... PUBLIC WORKS DEPARTMENT CALLE File Nome* Storm Drain Imp ReBid 2012 1 Drown: S. L owe Job No.: E8K107 Engineer: S. Lowe Dote: Nov. 21, 12 Checked By C ,ogj F E S S I o/v DEAN 0 REGIS TEPED &V4L� 0:� _u _fNGINEEP C 46803 Exp. 6-30-13 CITY OF BAKERSFIELD Cl 1501 TRUX TUN AVENUE BAKERSFIELD CA 93301 OF REVISIONS No. DA TE DESCRIP TION RIW SA 471 STA. 25+88-21.90' L T CONSTRUCT JUNCTION BOX PER JUNCTION BOX DETAIL ON SHEET 3 Z I 2 SD 0 EXISTING WA TER _SERVICE -7�777 FR 27 TA. 25+88,21.901 L T �j ONS TRUC T JUNC TPON BOX —1 -2644,6.27-22-771- -L T---- EXISTING TCH BASIN (EX.) LID �LEV.�353.57 X. W iNV ELEV. 348.83 A �TERSERWCE ------ I -E k6T[N-7 .. ..... .... 4EXISTING; 18" STORY DRAIN —E.. -,INV ELEV-348-66 V-..348...66.........._... ..... N. INV ELEV. 34� 34 .......... ......... .. . ... ... .. . ..... . . . . ........ . INV ELEV. 347.11124 43..................._....._ . . . L.. . . ... .. ...... . . . LEOANrE OTOKM PlIZAIN PLAN ANO P90FILE STORM DRAIN IMPROVEMENTS WITHIN EXISTING TRACT 5084 SHEET NO. 4 OF 6 1 w 0 J Li z Q m 0 w 0 J I 0 Q 0 Ln N O N N O z 7D Q) c Q) i7 N 0 N m a� a E cm a 0 0 I--, a i 0 cn w F -- z Q c� Li Lu Li J J Q U o_ Y 00 LL i c� z z z I C C 5 STA. 10+15.14-45.46' LT CONSTRUCT JUNCTION BOX PER JUNCTION BOX DETAIL ON SHEET 3 STA. 10+21.90-12.00' LT CONSTRUCT JUNCTION BOX PER JUNCTION BOX DETAIL ON SHEET 3 STA. 10+00 (CALLS ALISOS) STA. 26+00 (CALLS ELEGANTE) CENTERLINE INTERSECTION OF CALLS ALISOS AND CALLS ELEGANTE MONUMENT ELEV. = J52.81 CALLS ELEGANTE 5EE SHEET II I � I ' HORIZ : 1" = 30' VERT: 1"=3' STA. 12+51.45-12.00' L T JB B' CONSTRUCT JUNCTION BOX ' PER JUNCTION BOX DETAIL ON SHEET 3 o 4 _ ___ 4>g OIl �..1, __ _ — EXISTING CURB AND GUTTER 11 NORTH 00' 32 08 EAST STA. 12+88-12.00' L T JB14 CONSTRUCT JUNCTION BOX PER JUNCTION BOX DETAIL ON SHEET 3 I I STA. 13+00 (CALLS ALISOS) STA. 28+10 LAS ENTRADAS CENTERLINE INTERSECTION OF CALLS ALISOS AND LAS ENTRADAS MONUMENT ELEV.= 353.68 450. Q 00— r–EXISTING CURB AND GUTTER n CALLS ELEGANTE PLAN VIEW CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION ON THE JOB SITE Q� m O LA5 ENMADA5 (5EE SHEET 6) QRpFESS/pN pEANcl REGI 'TEREDENGINEER 0 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT C1 C�� BAKERSFIELD, CA 93301 F OF CA��F� REVISIONS No. DA TE I DESCR/P TION .... i s i i s , 3 is �O1 12 STA. 10+ 15.14-45.46' L T F 5 3 , EXISTING STORM DRAIN MANHOLE SHALL BE DEMOLISHED BY THE ST 10+ 15.4-45.46 LT gel ti CONSTRUCT JUNCTION11 BOX ! STA. 12+88-12.06i L T JBI4 coNrRAcroR; CONTRACTOR SHALL CONSTRUCT/ON NOTES . GENERAL NOTES: I ; CONSTRUCT JUNCTION BOX STA. 13+04.33-4.83 RT COIVSrRUCTIUNCTfON-BOX PER""— STA. 10t21.90N12OD LT JB 2--r—�� EXISTING SEWER MANHOLE TY TR NCH WITH THE FOLLOWING OCCUPYING FACILITIES. 1 WATER SERVICE LATERALS SHOWN ON THESE JUNCTION BOX DETAIL ON SHEET J. 1Q EXISTING UTIL/ E CONSTRUCT JUNCTION BOX :STA. 12+51.45-23.19 LT (EX.) LlD ELEV. 354;51 BRIGHT HOUSE, PG&E, SO. CAL. GAS CO., and AT&T PLANS ARE EITHER 3/4 OR 1" . ;EXISTING; CATCH BASIN I (EX.) X INV. LEV. J4$.81 E. i 3 3 i s j _ . ,.... ,__ , _ ... _> a _.._.__ ___ __._..".._ _w_....._ __..____ ..EX LlD _. ELE...V .... , X5..4,. QI._..µ _.____. "..,,,_._ _.._.... .. _. __..._......._......_._ _......._.,,_ _..... µ_ .. 356 STA. X0+22.50-45.95 -iT 356- 0 EXISTING UTILITY TRENCH OCCUPIED BY PG&E 2 ALL UTILITY LOCATIONS SHOWN ARE (EX.) N. INV. ELEV 348.92; EXISTING CATCH BASIN EXISTING GROUND S1'A. 13+2t 94-32.10' L T APPROXIMATE ONLY, AND REPRESENT THE STA. 9+76.89^-23.11 ' ,L T i E. INV. ELEV. 348.92 �3 CONTRACTOR SHALL CONSTRUCT PIPE SADDLE PER CITY OF (EX.) LID ELEV. 353...27 A T CENTERLINE j EXISTING CATCH BASIN BEST INFORMA TION SUPPLIED BY THE VARIOUS – TNARDD 9. BAKERSFIELD LO SA D EXISTING CATCH BASIN _ BA E S E _. ,... ....._.._..... (EX. IN :ELEV. 348.27.._."., �."..",__......�' ` � ...._ ......,..",,.. _ . CONTRACTOR ASSUMES -� �X)....L/l1 E�EV.._..354 53... m EX LID ELEV — ALL UTILITY FOR LOCATING UTILITIES (EX.) N. INV: ELEV. 349.15 ' ; N ( (EX) S /N ! ELEV. 349.73 4� CON TRA C TOR SHALL ABANDON /N PLACE, APPROX/MA TEL Y 30 LINEAR WITHIN THE PROJECT SITE. EXISTING SCH. X40 OIL LINE. = STA. 12+51.45 12.00 L T J9 3 87 WA TER FEET OF EX/ST/NG 18 /NCH R. C.P. PER SPEC/AL PROVISIONS. 3 t CONSTRUCT JUNCTION BOX � MA/N CONTRACTOR SHALL DEMOLISH EXISTING STORM DRAIN MANHOLE AND 3 CONCRETE FINISHES SHALL CONFORM WITH EXIST/NG UTILI TIES ' CONSTRUCT NEW JUNCTION BOX /N ITS PLACE PER JUNCTION BOX THE STATE OF CALIFORNIA STANDARD IN JOINT TRENCH ... SPECIFICATIONS SECTION 73. DETAIL N HEFT J. DETA L 0 S s l TINGl l` IES EX S G U L � IN T TRENCH I .o. W 3/N � ... , 3 V. ELEV! 348.91 -�- � J IN IVC X/ TING)S. INV. ELEV. 49.10 (EXIS , 0 348 8 E. INV. ELEV. 347.20 t _ ' i E. INV. ELEV. 347 83 4 S /NV. ELEV. 347.59 S N INV V. 347.3 . ELE __....................._.. .___....__.......... __ _..._................._.. ...__......_ _. _..__._._..._._..-J47 .._.........................................a__......."................ _... �__._,_._...............o_......_....._... _ � _ � ..... _...__.� .._...._ o .. yry;....._ f w..ti.ww , . V ...E ... �3 . EL E'. ,. 4.7..6 NV........� ...V.. ......... Ez STA. 10+04f I W. INV. ELEV. 347.24 EXISTING 8" SEWER . 36;55 .. 1 L INV. ELEV 347.00 F __ _._ �3 _ .__.___..... _ _.. F 1 __ ____.. ___ __. _ _._.,_.. 0.117Q1Q_.,_._.___.... 229 50 E 8" £LASS Ill R C P CUSS fll R. C P: _ `'�' i l CALLE AL/SOS ST01�M D1�AIN PLAN SND P90FILE File Nome. Storm Droin Imp ReBid 2012 Dro wn: S. L o we STORM DRAIN IMPROVEMENTS WITHIN EXISTING TRACT 5084 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E8K107 Engineer: S Lowe 5 OF 6 Dote: Nov. 21, 12 Checked By.- 0 1 2 CONSTRUCTION NOTES: EDEXISTING UTILITY TRENCH WTH THE FOLLOWING OCCUPYING FACILITIES.• BRIGHT HOUSE, PG&E, SO. CAL. GAS CO., and A T& T E]EXISTING UTILITY TRENCH OCCUPIED BY PG&E ' El CONTRACTOR SHALL CONSTRUCT PIPE SADDLE PER CITY OF BAKERSFIELD STANDARD D-9. R4 CON IRA C TOR SHALL ABANDON IN PL A CE, A PPR OXIMA TEL Y JO LINEAR FEET OF EXISTING 18 INCH R.C.P. PER SPECIAL PROVISIONS R5❑ CONTRACTOR SHALL DEMOLISH EXISTING STORY DRAIN MANHOLE AND CONSTRUCT NEW JUNCTION BOX IN ITS PLACE PER JUNCTION BOX DETAIL ON SHEET J. GENERAL NOTES: 1 WA TER SERVICE LA TERA L S SHOWN ON THESE PLANS ARE EITHER J14- OR 1- 2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR LOCATING UTILITIES WITHIN THE PROJECT SITE. 3 CONCRETE FINISHES SHALL CONFORM WTH THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 73. Li z STA. 27+98.12- 12.06' RT JBf4 < CONSTRUCT JUNCTION BOX r c/) PER JUNCTION BOX DETAIL 5-: ON SHEET J M cj-1 STA. 28+10 (LAS ENTRADAS) Li STA. 13+00 (CALLE ALISOS) 0 CENTERLINE INTERSECTION OF LAS -j NI ENTRADAS AND CALLE ALISOS ti MONUMENT ELEV. = 35368 5 R I —IE*, k EXISTING CURB AND GUTTER ------------ s < s (BA 3 0 0 9 F . ........ 0 Lr) EX/ST/NG CURB AND TTER 6� (\j --E77]/7 7 E, -MVP-M c\j I STA. 31+70.15 CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION ON THE JOB SITE c CALLE AL1505 (SEE SHEET 5) T 26 2,9 OAT &-� 6.1 1 9, JUNCTIONl 12 01' C , RT-30MI111,11,111 ............. 0 BOX CN M STA. 28+114.83-4.33'LT -fEX`S,T1NG-SE, WER--MANHOLE—�— (EX) LID ELEV. 354.51 E (EX.) INV :ELE;ELEV.J415.81 .......... E 0 4- EXISTING 8 WA TER MAIN EXISTING 4 10 cn 40 OIL LINE. - EXISTING PRIMAPIY ELECTRICAL z .... ....... ' W EXIST7 5 A TER SERVICE .... ERWCE 1 cf) LLJ z < 0 Ld E. INV ELEV. 34783 LLJ __j \�JNV�ELE�VJ47.7j u 0 00 Ld z 34*: TING 8" SEWER z Of Lid z Ld HORIZ: 1 30' VERT: lit 31 c ......... DO—,, NOA _Mz s io ms 0 . . ...... . . 0 �2 0 ............. S . 32+07.10-1200' RT J815 L-0-2 CONSTRUCT JUNCTION BOX STA. J4+56 CENTERLINE INTERSECTION OF LAS ENTRADAS AND WA ROBLADA MONUMENT ELEV. = 354.96 CENTERLINE OF LAS ENTRADAS & CENTERLINE OF CONSTRUCTION D,-",TTIlk s i0002OWN 0 9WESS/o DEAN CO CIVIL rl REGIS RED CIVIL )EX/GINEER C 46803 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENLJE qTF C/vl BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION S/4\7 STA. 36+00.62-12.00' RT MHV CONSTRUCT TYPE "A" MANHOLE PER CITY OF BAKERSFIELD STAND RD SW -2 (612199) sa . . . ....... - c 31A. Jb+uu.bz—ZD.DJly/ PER JUNCTION BOX DETAIL OSAR ENTRADAS AND 7;KIO ON SHEET 3 EXISTING CATCH BASIN MONUMENT ELEV.J54.66 2� STA. 36+81 CENTERLINE INTERSECTION OF LAS LAOENTRADAS AND JENKINS ROAD ENTKAOAO MONUMENT ELEV. = 356.45 "I A •i A i1 jP--8 a I �.Mflf RA f 30 32 36 ' T -36+00.62-25.51 R- 1 STA. j6475.44-f.29'LT S TA. j4+61.52f'14.99' L t 'EXIS TING 1 CA TCH BA SIN (OU TL E I) STA. 31+15.91-4.49 Ll . . .... SEWER NHOLE 'EXISTING SEWEP.MANHOLE (EX.) LID! ELEV. 356.41 TA--J2-+O7-1 z T- -EXISRNG-SE, 0 12-00,'-k EX D-ELEV --355-.85- —(E --X,-.-) -E,---kNV-,,ELEV 341.4V --f-7 (EX.) LID ELEV.357.30 _ 7 JO LID REV J55'44 CONSTRUCT JUNCTION BOX (�x EX) INV ELEV V 1,4 J. �0 (EX) �NV ELEV J4J 75 (EX) IN ELEV JZ.54 31 60.62-12, 00' TA. J6 + RT JB 16 ............. .. ............. ONS CTION BOX U 9 `H. VICE TING IVA TER EXISTING 18" R P. EXISTNJ WATER �ER WCE E (STING SER VICE '—WA-DR—A4 IN EXIS TING EXISTING WA TER SER WCE F-1--4— TING WA TER SER OCE .0 t (—EXISTING (J) 2 70 CH 4 IL L 4 - 7 :3] fl= 0.200% S. INV ELE J50. 1,� W INV EIEV 34,9.54 E J48:5-- fVV....... ... - - — --------------- EXISTING SEWER LA TERAS (TYPIC�L) 409. 10 L.F 1&CLASS ill P. C.P. . .......... CLA N J93 �2 L. F 1 CL A R.C.P.- ---------- :+ T— �XfSTING SEWER WER EXISTING 10 ......... ........ EXISTING 10" StWER 344-1- L FW 0- CITY OF BAKERSFIELD, CALIFORNIA LAO ENrKAOAO OrOKM ORAIN PLAN ANO P90FILE, S70 File Nome* Storm Droin Imp ReBid 2012 1 Dra wn: S. Lowe STORM DRAIN IMPROVEMENTS WITHIN EXISTING TRACT 5084 SHEE T NO. PUBLIC WORKS D8PARTMENT Job No.: FRK107 Engineer: S. Lowe Date: Nov. 21, 12 Checked By.- pffz--- 6 OF 6 0 1 2 Q) -0 E Q) > 0 CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION ON THE JOB SITE c CALLE AL1505 (SEE SHEET 5) T 26 2,9 OAT &-� 6.1 1 9, JUNCTIONl 12 01' C , RT-30MI111,11,111 ............. 0 BOX CN M STA. 28+114.83-4.33'LT -fEX`S,T1NG-SE, WER--MANHOLE—�— (EX) LID ELEV. 354.51 E (EX.) INV :ELE;ELEV.J415.81 .......... E 0 4- EXISTING 8 WA TER MAIN EXISTING 4 10 cn 40 OIL LINE. - EXISTING PRIMAPIY ELECTRICAL z .... ....... ' W EXIST7 5 A TER SERVICE .... ERWCE 1 cf) LLJ z < 0 Ld E. INV ELEV. 34783 LLJ __j \�JNV�ELE�VJ47.7j u 0 00 Ld z 34*: TING 8" SEWER z Of Lid z Ld HORIZ: 1 30' VERT: lit 31 c ......... DO—,, NOA _Mz s io ms 0 . . ...... . . 0 �2 0 ............. S . 32+07.10-1200' RT J815 L-0-2 CONSTRUCT JUNCTION BOX STA. J4+56 CENTERLINE INTERSECTION OF LAS ENTRADAS AND WA ROBLADA MONUMENT ELEV. = 354.96 CENTERLINE OF LAS ENTRADAS & CENTERLINE OF CONSTRUCTION D,-",TTIlk s i0002OWN 0 9WESS/o DEAN CO CIVIL rl REGIS RED CIVIL )EX/GINEER C 46803 Exp.6-30-13 CITY OF BAKERSFIELD 1501 TRUXTUN AVENLJE qTF C/vl BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIP TION S/4\7 STA. 36+00.62-12.00' RT MHV CONSTRUCT TYPE "A" MANHOLE PER CITY OF BAKERSFIELD STAND RD SW -2 (612199) sa . . . ....... - c 31A. Jb+uu.bz—ZD.DJly/ PER JUNCTION BOX DETAIL OSAR ENTRADAS AND 7;KIO ON SHEET 3 EXISTING CATCH BASIN MONUMENT ELEV.J54.66 2� STA. 36+81 CENTERLINE INTERSECTION OF LAS LAOENTRADAS AND JENKINS ROAD ENTKAOAO MONUMENT ELEV. = 356.45 "I A •i A i1 jP--8 a I �.Mflf RA f 30 32 36 ' T -36+00.62-25.51 R- 1 STA. j6475.44-f.29'LT S TA. j4+61.52f'14.99' L t 'EXIS TING 1 CA TCH BA SIN (OU TL E I) STA. 31+15.91-4.49 Ll . . .... SEWER NHOLE 'EXISTING SEWEP.MANHOLE (EX.) LID! ELEV. 356.41 TA--J2-+O7-1 z T- -EXISRNG-SE, 0 12-00,'-k EX D-ELEV --355-.85- —(E --X,-.-) -E,---kNV-,,ELEV 341.4V --f-7 (EX.) LID ELEV.357.30 _ 7 JO LID REV J55'44 CONSTRUCT JUNCTION BOX (�x EX) INV ELEV V 1,4 J. �0 (EX) �NV ELEV J4J 75 (EX) IN ELEV JZ.54 31 60.62-12, 00' TA. J6 + RT JB 16 ............. .. ............. ONS CTION BOX U 9 `H. VICE TING IVA TER EXISTING 18" R P. EXISTNJ WATER �ER WCE E (STING SER VICE '—WA-DR—A4 IN EXIS TING EXISTING WA TER SER WCE F-1--4— TING WA TER SER OCE .0 t (—EXISTING (J) 2 70 CH 4 IL L 4 - 7 :3] fl= 0.200% S. INV ELE J50. 1,� W INV EIEV 34,9.54 E J48:5-- fVV....... ... - - — --------------- EXISTING SEWER LA TERAS (TYPIC�L) 409. 10 L.F 1&CLASS ill P. C.P. . .......... CLA N J93 �2 L. F 1 CL A R.C.P.- ---------- :+ T— �XfSTING SEWER WER EXISTING 10 ......... ........ EXISTING 10" StWER 344-1- L FW 0- CITY OF BAKERSFIELD, CALIFORNIA LAO ENrKAOAO OrOKM ORAIN PLAN ANO P90FILE, S70 File Nome* Storm Droin Imp ReBid 2012 1 Dra wn: S. Lowe STORM DRAIN IMPROVEMENTS WITHIN EXISTING TRACT 5084 SHEE T NO. PUBLIC WORKS D8PARTMENT Job No.: FRK107 Engineer: S. Lowe Date: Nov. 21, 12 Checked By.- pffz--- 6 OF 6 0 1 2 _ _ - " - 77 .r., 7-