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Home My WebLink About6.1-1676LIST OF DRAWINGS (FILE.• BASE_ TOK214. d wg) SHEET 1 TITLE SHEET SHEET 2 IRRIGATION PLAN SHEET 3 IRRIGATION PLAN SHEET 4 IRRIGATION PLAN SHEET 5 LANDSCAPE PLAN SHEET 6 LANDSCAPE PLAN SHEET 7 LANDSCAPE PLAN SHEET 8 STANDARD DETAILS BENCHMARK D�E�P.JA�R�T�M�E�NfT�QF iT BLIC W •_R._ MEDIAN ISLAND IMPROVEMENTS- HOSKING A VF_ TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF HOSKING ROAD AND FIGHTING IRISH DRIVE ELEV = 353.78, CITY DATUM CITY STANDARDS ST -12, ST -21, L -2, L -3, L -6, L -7, L -8, L-9 ,p & L -10 STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS — — — — — EASEMENT -- -- RIGHT -OF -WAY CENTERLINE RAILROAD TRACKS x CHAIN LINK FENCE UTILITY SYMBOLS W EXIST WATER LINE cl EXIST GAS LINE 0H EXIST. A ERIA L INES Tv h' EXIST UNDERGROUND TV CABLES o EXIST 0/L LINE M.H. 0 MANHOLE P.P. f POWER POLE FIGHTING IRIS, -------- - - - - -- EXIST. CURB & GUT7ER ----------------------------- EXIST. A.C. FLOWLINE --- '�=---------- �=-------- '� = -- EXIST. EDGE OF PAVEMENT ri 11 GUARD RAIL IMPROVEMENTS F0_1 EXISTING MONUMENT F9_1 FUTURE MONUMENT S.L. �£ STREET LIGHT STREET LIGHT WIMAST ARM •c.o. CLEAN OUT S SD E T Fa F. H. ,a FIRE HYDRANT W.M. ❑ WATER METER w. v. Da WATER VALVE G. M. � GAS METER G. V. DQ GAS VAL VE BENCHMARK EXIST SEWER LINE EXIST STORM GRAIN EXIST UNDERGROUND POWER LINE EXIST UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE H DRIVE TO T(DB,AS CREEK WA Y I AN PACHECO Q rAFT HKIY E 90A0 BERKSH IRE fZOAD LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES IMPORTED SELECT MATER /AL 370 CY 0 0 K 0 0 3 2 J Job No.: TOK214 File Path: K: \LDD— ENGINEERING \HOSKING MEDIAN IMPROVEMENTS\ dwg \BASE_TOK214.dwg File Name: BASE_TOK214.dwg Job No.: TOK274 N L.Q Q) Q1) Cf) Q,_ 4J Z� C/i Z� L _J 62.11.1 Class 'A" Portland Cement Concrete. Color and finish to match sawcut adjacent pavement 4 Existing A 4 Portland Cement Concrete eA 4 4, (75mm)t A A A J.011 Select Material (if required) backff PATCH IN CONCRETE -SURFACE AshpGltk Pdint SGWcut Binder Ashpattk Pdint OWtCAW MA F "01RE AN 0 M0 STREET Y TOKV M. STRW HITH,2% MINI" NO 4:1 Mgt", NOTF-5 MIA*) Binder I. No 0?4551W MM ROADMY$ ORW. �OTHM HAOD WWACE, 10 (034 5W (SM- 011Y STAWARD ALL ELW7RI 0AL HRI NO AW HAT IR LIMS: SRALL It IIIIISTALLED Existing Ashpatt FOR RMIFetvs, REMOVE.ALL POW16N BE (03604P.M INA SOWU 40:F-V-0 %-III 914L. �2 MATERI& TO A CEPM IM STA)TS " ALL KM MA1ERIAL=jywmTow Concrete Pavement TIMESVINeM-41F 0 M.- IT [PIPIN5. ALL ELEO-TRICtAL 00"IT 4 FRMT 91M No I )w Im 6TAM. SHE NIPPLE. (T11: I TH.0 T .0 HAVE PMIN, 0W.FOR 110 VOLTS AV T W Dik FOR.. LOX JJIT-H R001CLAM IRRI&ATION LINES ANDIOR: HMj ALL WNW: PATONC7 HTHIN LINE VOLTAa. 5M 61TY STAWARDS 5HEETLI MAIL H. - ----- BRICK _0001, ... \J V (0.3in 2, HaETW RAINBIRP: MM.1WH IRRI&ATION $Y$M4 IS FLAa MkXIC40M K WAR TrE MN LINE R-ME 4Fa6ATkZ COMM OWLED At I& (6DW1NTSW&S AWfLACED WAR: THE SPECIFIED, THE: MAXICOM CAME HII)ST NOT C*f INrO CONTACT AT VIE 4 MOM lb WRES " TM MAIN fm L Wf Y41TH M FO�M WIFLY OR VALVE: HIRIN65, LOCCATE*THEMAXI" KAIN LIW. AT A q ==K FOSIT10K P-061TIOX aNXWAWTAFW:.AT BY 7W RWREATION. AW: PAW OWTOR. SFU HLLL COP! CAME NEM THE VZF WA05 WCAM K RES AT M FARKS DIMTOK THE APPROYM 6fLICM:HLL:REa4RE THE IP I�M- 11M OW LINES INST PER IREN(A R-WIVE NO TES: y, s aa= POSITION, OY (0.15W HORIZONTAL AND VERTICAL 6WARIATION. TMAINTAIN 2,01 (OATJ SEPARATION: BMVM� P44=� 0 a 0 C414TROL \/kVB 0NMINE TO CENTERL10 ?M_ MOW 1W 4y jU f W. $XV 'SHALL BE4111 (M�-M IS: MAIN L]Nrz PH&W 60M WAR F= f aWAT10" A$ f OUAq$ WORM ON. MANN LIN.E MY)� Class # Aggregate Base 1. All wo4manship and matenals sball confotm *Standard 6,40 TIM 15 A 01! IN 17117W 011;WTIOR .0" IRRIOATION: S. LANOMWE AND IRRISATION IMPROV843ITS HTHIN IM IN (0) 0 0 0 AshpGltk Pdint SGWcut Binder Ashpattk Pdint OWtCAW MA F "01RE AN 0 M0 STREET Y TOKV M. STRW HITH,2% MINI" NO 4:1 Mgt", ALLOkED IN LAKr.-4,APEV MIA*) Binder STREET PEAHT, 0WK HITROITY: EWINIXII, DMARTKNIt 10 (034 5W (SM- 011Y STAWARD . . . . . . Existing Ashpatt FOR RMIFetvs, REMOVE.ALL POW16N 5RCIFICAUM MATERI& TO A CEPM IM STA)TS " ALL KM MA1ERIAL=jywmTow Concrete Pavement 6. MX OM STREET 006 ARE RMIRW V INSTALL V 4 FRMT 91M No I )w Im 6TAM. SHE NIPPLE. (T11: I TH.0 T (t)l is= ELAt4_TJM JJIT-H R001CLAM IRRI&ATION LINES ANDIOR: HMj ALL WNW: PATONC7 HTHIN LINE - ----- BRICK _0001, ... \J Asphalt Concrete 0 0 (D 12" (0.3in 7HE CITY FW-OF-WAY SHALL BE IN A%MWE MH CITY 'E%h BE 14 6A.W U L, 5IN6LE..STRANP(.4PW:.HIFM, TAFW AW 4. ARBOR IRM � OJARD OR M"VVW UN& r5 f WIRWI APZLW OWLED At I& (6DW1NTSW&S AWfLACED WAR: THE T)pkal each side STNOW: ST-12 OR AS V IRB�TED TW CITY NEM fm L Wf .......... 6..ALL. ARE COttaTIOWWALL SE NATWV0,AND APMVW 0 BY 7W RWREATION. AW: PAW OWTOR. SFU HLLL 1. ALL IRNWATION. WMAL UNE$.%ALL:W am$ 200 PI VZF WA05 so fA, UW FWM MY HAFV SMACE, R.I PARM FARKS DIMTOK THE APPROYM 6fLICM:HLL:REa4RE THE NO TES: IF A LATSIMI. LINE LOCA= *M A RAW. WACE, IMOAMON 00M.0L VALW BOX HITH VALVE �ID TAs. M ToP oF TMAINTAIN 2,01 (OATJ SEPARATION: BMVM� P44=� 0 a 0 C414TROL \/kVB 0NMINE TO CENTERL10 ?M_ MOW 1W SaMAILE 40 PVC, IS RMIM. r PH&W 60M WAR F= f aWAT10" A$ f OUAq$ MT ae Alu. To RvVa: VALW. HITW CMN& Class # Aggregate Base 1. All wo4manship and matenals sball confotm *Standard 6,40 TIM 15 A 01! IN 17117W 011;WTIOR .0" IRRIOATION: a. Ham POSSIME LOWIE. VALVES, IN 1M PLAN7M AWS. IN (0) 0 0 0 to the r�Flren!ents set forth in the MAIN LUS LWER TRAN 2& OOmW IN DIAMEM "Xfam 6 - TAMM PIR * GAL, fth Q dOIC45. CAXPLERt NOS M0 SMIES�10' PUX40 INS =E, MWACAIMS WRAJOATEDVALVE BOX HITR BOLT DOM WVM ,pedficatlons, State of i5difomia, Depaiftent LINES) SKALL 9E wam. wTH cmAmim wit accm IN RECMAMON AW. PARKS OXXT01t PORE FULL SOXt NM "W WRIeS.15"X20# JLIW I FWMAJ46A.Aft VALVE BOX + NI T14 DOLT: DOAN COVM of Transportation" approved cuffwt edition. ACOM.ANCE HITH MANUFACTWZ$, RECO*MATION AW: I I � AN( AND ALL OW4M VAALL BE APPROVEV BY T�E 11WEATION WOAMOR: C04TIR& CLOOK TO F0,IIIM C0479M VALVE 15 AV PARKS VIRWTOR PRIOR TO IWL54EWATICK WWRW + FOR EACHMANIFaD 0,1102 � OF VAL EXTRA 2 Sawcuts shall he made parallel or at light A60RECTED 13Y THE RECREATION AND PARKS DIRECTOR. SEE: CITY STA DARD SHEET L4 FOR THWT BLOCK PETAIL 12, SIM AffROVW: LANDWAKAMOATION PLAM AND LE6M OPERATE VALYM, (&E COLOR FM ALL VALVE K 4 ONE COLOR Backflll angles to the centedine of the street. A. ALL IRRIOATION MAINLIMS 201 (5.0m� IN DIAMIMI. AND LATIEERAL LINE DE.rAILS: FOR REMOTE CONTROL VALVES -- - - -------- J. Depth of sdect matedal, ff required, shall be LMS *%0", BE WhfMU 40 PVC. IFASATION MINL.lNe$ O�ZATER. PLANNO. 14T :1.4 APPROVED Rcc� XXXXX D . A.T6, Laa6 PATCH IN A SPHA L T CONCRETE SURFACE detamined in the field by the engibeff. *M.20 OONW 1H DIAMV.M 94ALL BE TITE PI SOEIALE 40 oft APPROVWBOUAL BY 1W WRMTION *0 PAW* DIWTOR. 4. Patches less than 2.0" (0-6m) from existing p0tche4 10. AW A?V ALL 0WI SRALL 5E.AFFR0.VW BY ft RECREATION 0. 4' (0. 1m) A shp alt edyes of pagnent, or gutter shall be extended AV PARK$ DIMTOR - PRM TO IWLD4EWATION. Concrete Surfacing Asphaltic Point Binder to indude e intetmediate kdated ship of existing pavement 11. ALL. IRRIOATION INSTALLATION 5 MA .KL W I AC4 'WZ :4WOMFOW LARSe SAMIFILL AW ( OWACT Existing road V1Y.5TANVARP5,, THE WEST` APPRWED WITION 0 M TO CITY STAWARD ArX INS mixed surfacing 5. Minimum patch width shall be 2 0*' (0, 6m) at its ft"45 CMEMMrA6WM5 REC*MWATIONS SW11ON OF TW STANPARD.SMIFIOATIMi AV AS PIREC-11V BY 1HE: . > ST4 .5. .5 W CALMOM ST-54S. FOR wrMe I . WAV11W. OR smallest dimension.. unlew otherwise allowed by As Dif I. M. 0 0 0 0 the dty engineer. RECNATION A10 FA$" VIRZI AUMM MID PAW Select MateriGI 12 ALL MATERIAL LI WILL.EE WN. AND FREE FFZH IHMMTIO*. meem (if required) 0 0 0 6. Refewce standards ST-0 and ST-14 for 15. SM APPROVED UW%APE NO IRRISATION MIA* AW LESE" LATOM U. compaction requirement& rm SPE01 r10 � vom N1MKRf SIZE.: QI)AN`nTY,'MWA6TUW R.Aa IFJWAnok caawL 7 For patch in aspbalt concrete unless otherwise A?Q PWORRAW2 RIEMM, 14. NO OrHER COUIT OR PIPIN& MAY DE AU00 KAX V., 0 H H RMM HF4Z5WMrrEMAIN. ORMW NO TAFM AT allowed by the city engibleer. A local streets minbum a 4" (0. �T) asphalt HTHN IRR.16APON PIPINS OR WNTI LINE 7REWA.. . AT PE 4 . DUCCK LOWE WO At IV 8ackfill conemte over 0.5# (0.15n) CWs // qggreyqte base 3 WAX POSITM B. Artedal and cdlector strats mlhilwum a 7(0.2m) MULTIPLE a*halt conaete owr 1.0' (0.3n) Class # aggMate base PA TCH IN R OA D MIXED SURFA C E RUIVM xr-law CITY OF BA117.1rERS''FIELD �REVISIONSI ---- --- STANDARD Xu DETAILS FOR PIPING,, PAVEMENT PATCHES TRENCHING AND BACKFILL "XIS STANDARD PLAN NO. On OF BAKERSFIELD ST-1 2 - -------- CALIFORNIA LSI-1�17 2 ol� 14. A.P PRON'Fil) Rcl-,.XXXXX: -2 PUBLIC WORKS DEPARTMENT SMY WAM 1, WE. Tffi- A MIM: ON All MAM XINT5 r a6MB;* 'NO NIPPLE5 SH& 2t ALL. R16M. L BE: %H 60 PVC.. ALLTITTIIIIW - wti IV &L LIALS %IALL ft a.A56 200 PI OR M RMIRW ON Flo%--, & 60 fj$aw *AM- , �,-nXX:N1nU.(T/T) + NO IFRICYATION HEAMAM- INSTALLED. 141THIN MAW.K"S A MIN VALVE OR CWLK VALW IS: REWIRM To MeVENTL a"ON. ELL f5T).:OR I*T&Ur AT LXATIO* TW%T) 0MK V&VD5 AW:.:MAI N. V&\e: WALL BE: A$ MZ50RIBW 13y; 1�e SfMIPIED C4W1TI0* No BE LAM,& LINE APFR&v`EV 13'flW REOMATION AW PAW E71RECTOR PRIORL To 2=C&0RU15 &ES&X H962 5.-ALL,. POP tF HEAD$ SHALL BE: 2.0 (DS-W.FROM.WWJ�M . f W 11,16T TOP4 ;ADiO.Z' A0.A599KT:AREoA6i ALI-LAOZE:R.ADIUSIRRIOATIONHEX)S (PART 01jef W %WJ 40 (I"",M",WW ZM AW ASMJ&T tb�%W* AWYE f0fFM F ART:CAR= AM 00094 W. Hu CAME 10AW RX I" AIM. AS ` (IN 10 OW FM.:%Rft to, (0.* FOR 00" 1C. &W6 W 60 PVO ;M� ADW,..W TO A OU11,01" 40E FMT OWU IRRIOAWK MAM A AU41 LZATE WAX* MJK 4* 00&wO MM FAa OF BUILDINS: KALL To Mm f" fK JOF]PA&ATION WA.D. 'DINT 14 TR-1PRI %#No JOI A R&W EN& LATIMIAL Lilt 6. AW AND ALL CW66 MOM 7146. STAWAV M.TAI L SHEET, SHALL APPI W, 1HE RWMATION oWPARKS. DIRECTOR.. W. BY A AVA A AP RI:;N Se .F W PLA* AND LESSM LAS= f�621V HZ.62 ... LAN)SOMURROATION 2 Q�nJAW. t.!�M: M FOR SMIF16:MOM: HAIIOM,.5124 QUANTIV, MWAC!I`VRM# AV FW0*Wf'�LRMIFZ*VS' FIN&EV MADE IN TURF AREA5. -BOX I 0TO DOLT 0"� PLA6TI( fJPE aWV&VE KA&M COVW.- -ME STAINLBS EMT WT A W. EM (ST) OR HEAT MAND "X\P.6NT0 110. TEL WCK CaMER KEY HITH MALE'. 1111)0 6 4C.TI.ON'A C 'ALVE X oft NEY ;LEMV LINE ....... .... - - -0:6RADE IN SHRLS AREAS -.FINISHE ..... ...... J .016K 60UPUR V&W Pik ........... STAINLE% 5TEEL aAW ERICK R)PPORTS -TRI":SHIIII& JOINT NIP" (M) MAINLIfe, 1RIPIX WHO JOINT ROAR 5TAKK: #4 06, �v I LAWSICAK:�FAWIO LATM& LIW --- ttt Q�)[ E2E Qf!, camm. �(Bottom mountecO REAV-1SIONS CITY OFBAIC. El S F I E L D LANDSCAPEAND.IRRIGATION DETAILSFOR VARIOUS IRRIGATION READ'S STANDARD PLAN NO. ()I.-- J4 APPROVED RUA)�.XXXLL -8 L 5L,%K KALL TYPE H. MIM CJJRB SLOPE NITHIN, A LXV%APE AREA 514ALL: BE FIZOM KALL WPE M-1, � IIIIIII NOT TOKV M. STRW HITH,2% MINI" NO 4:1 Mgt", ALLOkED IN LAKr.-4,APEV MIA*) IV 5TAWED !�.04 2" FOR BARK ML614 W IRE 5W (SM- 011Y STAWARD MQWjA6WRM'5 SHEET L-.12) FINISHED ORADE . ....... REMOVE.ALL POW16N 5RCIFICAUM MATERI& TO A CEPM IM STA)TS " ALL KM MA1ERIAL=jywmTow Q IFIED IN SPEOW 4.1^ LANDWAFE AREA-J 140K MIP: (5M-.0ITy STANDARD 1�,. CT L-11 DETAILVI' SLOPE NITHIN, A LXV%APE AREA 514ALL: BE FIZOM KALL - ------------------ NO-M51 TOKV M. STRW HITH,2% MINI" NO 4:1 Mgt", -ROOT &JARV-___---J BARRIER ON 50M ONLY �TIRECT AFE rP=11!0 HWI A(.,TURER AND TYPE TO BE APPROVED W IRE $y'FrkREp4tT10N AND PARKS DIRECTOR 244 WXRETE BLOCK VLOOK� 2% MIN SLO M... 5.0 51W. ST Ro vLOT -A� 19 7 FOR ------- ------ -- KrILL RE01,11 CITY STAWAV %MT L-11, DETAIL NI' L AREA !$L,OM.W.I,T-14INALAN.MAMARE-A.94ALL.,EE,MM,WAL.L MARFACTMR, AND TYPE TO BE APMVEP TOKI WITH 2%.MINIHM AW +1 MAX04H. BY RWREATION NO FARK5 VInOTOR NOTEI ONLY ALLOM-P HITHIN LOCATIM M516) OORNER MORMIX (STANDAfqV TYPESIPEKALK) PW-ER PROOFINQ NOTE9 (RAIS.E,17 FLANTER5 AND RETAININC-7 KALLS) 1. PROVIVE., POSITIVE DRIAINI46e (2% MINIMIM TO 44 KW. IN ALL FILL ARM. 21 410. (250irW. HOE WW4R.M. MOK STRIP IS:AWSM, FOR, ALL LAM, ARE.A&AWWW TO PROPOSM OR EXISTIN$ HALL FM CITY STANDARD SR!ET L-Ilg DETAIL NI, S. ALL HATERALS, WW SHALL BE NEH AND FREE FROM 5. KALL HATER: PROOFINO 15 REORM PER 617Y STANDAW IF CMNrg AND OR aMOAIM FOR LANDSCAR: 6DM:MIA& SHEET' L-11, DETAIL MI AW NOT FAST1W, SM AMWVED CIAL SONEEIRINS MMNSS� 4. AW MD 'ALL OW46M SOLL BE APPROVED BY 1W REOMA710H AW PAWS DIRMTOR PRJOR TO.IMKE�WATION. 140 0.2.W MIN: PLIANTINO A$eA HVM. REMSIONS CITY OF BATTOCIE'RSFIELD .LANDSCAPE. DETA.ILS FORMEDIAN ISLAND PARKWAY, WATERPROOFING, PLANTER WALL., AND RETAINING:+ WALLS .............. STANDARD PLAN NO. $1_rT (),I. APPROVED RCE XXXIX X OAT[ !., -9 CITY OF L3AKERSFIEL CA IFORNIA -------- -- - - A AN 1A IrA 1: 411' v % lk L X L * . ............. 04--OF-HAY ONI.Y YOAW M-.Hlw 04T-a-KAY LINE PIPIN6: CL'=MIC�AL C,_Q�PUIT NOTE5! 4.0'(O.W FINI%-W CRAM- �.ROADMY 5CA HARD. n I*TAII VMA.006 I" RWT-M - ------------------ NO-M51 OR ELL L OR ELL (K)1. 116TALL RM OAMER I. AMY WIL AMSOMW AS FM SOIL �IMT. VACKFILL J�K) W IRE 2. ALL IRMS SMILL BE STAWN11i W20 (XW VI& COWT PIPIM MQWjA6WRM'5 1AUM 1% L We W FINe. Fa4m W99W I*TAII VMA.006 I" RWT-M - ------------------ NO-M51 OR ELL L OR ELL (K)1. 116TALL RM OAMER I. AMY WIL AMSOMW AS FM SOIL �IMT. . J�K) W IRE 2. ALL IRMS SMILL BE STAWN11i W20 (XW VI& COMMON MQWjA6WRM'5 1AUM 1% L We W FINe. Fa4m W99W P06T NIFPLE - -------- 5RCIFICAUM (sm NOTIC (4)) IM STA)TS " ALL KM MA1ERIAL=jywmTow ADD TWZADEP UN110 N 4 FRMT 91M No I )w Im 6TAM. SHE NIPPLE. (T11: I TH.0 T (t)l is= ELAt4_TJM JJIT-H R001CLAM 5. C*6TFWT MaW AS PMMV TO SWM FLAM STABIL17Y LINE - ----- BRICK _0001, ... \J DONS WMIMITION INST&LAI110K ALIARRI60(WWWWL WRM (Uh"OLAW W"W SHALL MMOIX - 4:20NIT-ROL Y_6L BE 14 6A.W U L, 5IN6LE..STRANP(.4PW:.HIFM, TAFW AW 4. ARBOR IRM � OJARD OR M"VVW UN& r5 f WIRWI APZLW OWLED At I& (6DW1NTSW&S AWfLACED WAR: THE NOTES., IW6A710N'MAINL INEAT TrI)ICLOOK-POSITION, I ALL IRM PIMM IN I" APZ%S �ii!d Co, I TI STAMAWS SHMT L-2. .......... 6..ALL. ARE COttaTIOWWALL SE NATWV0,AND APMVW 5� POM SM SARM 15 RBMM NO 7W TM 1AW 115 BY 7W RWREATION. AW: PAW OWTOR. SFU HLLL XAWX- 100% K- AI!I7,N.MS.APPR0VW BY MAWMATION AND so fA, UW FWM MY HAFV SMACE, R.I PARM FARKS DIMTOK THE APPROYM 6fLICM:HLL:REa4RE THE U5E:OF A SiPLICE BOX. MAU& ALOW 7W EDOE OF WAGE IMOAMON 00M.0L VALW BOX HITH VALVE �ID TAs. M ToP oF TMAINTAIN 2,01 (OATJ SEPARATION: BMVM� P44=� 6. MMI40 TAPW *41 VE MAM 2.00 OWN OM4H C414TROL \/kVB 0NMINE TO CENTERL10 ?M_ MOW 1W AND.20 00m� ASO\�E fINI%W 90CE IN PLANTER AREk M -OW VALVE 15 WALLED. I N TtESAMELIX PH&W 60M WAR F= f aWAT10" A$ f OUAq$ MT ae Alu. To RvVa: VALW. HITW CMN& ARE MEMED A44MARM M.Y MMATIO14 FM THE ACa!PTW WXrs WSPATION LINM OR MOVINOSOX I - TAOW FM I 6INLOM U a. Ham POSSIME LOWIE. VALVES, IN 1M PLAN7M AWS. 3 1" TAOLM PER 5 6AL ObA 0 ALL IRFMATION IWALLATIM SHALL BE RAC4MAN a HHT1.4 )A 6 - TAMM PIR * GAL, fth Q dOIC45. CAXPLERt NOS M0 SMIES�10' PUX40 TOPOF WX �5., (0:tw RWT-M 19 - TPOLtTI FW 20 (00K WX OR ELL L OR ELL (K)1. 116TALL RM OAMER 1. Mf NO ALL VMTM fWH TH6 $TMVM*W1 N . J�K) W IRE II? M.1mr, MITICORNIV PAM VIRMTOK, COMMON MQWjA6WRM'5 1AUM 1% b. ALL LARW#ft IKSTAIAIWOWL M. N A"MM". MTN P06T NIFPLE - -------- 5RCIFICAUM (sm NOTIC (4)) MY STAWAMS, KWACUMS R15COROVA ADD TWZADEP UN110 N ------------- SEE tXTAIL 20 OF DIE STAWAIV WMIMOATIONS. SHE NIPPLE. (T11: I TH.0 T (t)l is= ELAt4_TJM JJIT-H R001CLAM 4. ^L MIMI& 01W.Swu fe NMI Ov MM;nW 1WMt+WTM. LINE - ----- BRICK _0001, ... \J ALIARRI60(WWWWL WRM (Uh"OLAW W"W SHALL TOPOF WX �5., (0:tw TEE (W) . MAIN (%E.:. NM ON EXPAN5510N LOOP OR ELL L OR ELL (K)1. TH16: FOR ALL I HIMi . J�K) W IRE REZILIANT at OALL VALVE COMMON (LINE 5 FEMALE HIRE XW L.E 60. PVC 4.0" (0.1 P06T NIFPLE - -------- ELL.. (TT) V T. IV, IT T ADD TWZADEP UN110 N ------------- SEE tXTAIL W 00LM VIEX I'S FORYALVE SHE NIPPLE. (T11: I TH.0 T 06TALLATIOR DUAIL V) MAIN LINE fVLAN W LINE - ----- BRICK _0001, ... \J ALIARRI60(WWWWL WRM (Uh"OLAW W"W SHALL MMOIX - 4:20NIT-ROL Y_6L BE 14 6A.W U L, 5IN6LE..STRANP(.4PW:.HIFM, TAFW AW OWLED At I& (6DW1NTSW&S AWfLACED WAR: THE NOTES., IW6A710N'MAINL INEAT TrI)ICLOOK-POSITION, I �ii!d Co, I TI STAMAWS SHMT L-2. It ft TMON ON ALL TWEAM JOINTS. 6..ALL. ARE COttaTIOWWALL SE NATWV0,AND APMVW BY 7W RWREATION. AW: PAW OWTOR. SFU HLLL 2. ALL HIPIRM SKAU BE SOIEDULE W PVCX ALL FITTIN66 K- AI!I7,N.MS.APPR0VW BY MAWMATION AND SHALL ft: I WEVULE 40 PI FARKS DIMTOK THE APPROYM 6fLICM:HLL:REa4RE THE U5E:OF A SiPLICE BOX. ,5i ALL If tRIOATION COMWL V&VES SN44 Be M.-AM IN A WWAMM IMOAMON 00M.0L VALW BOX HITH VALVE �ID TAs. M ToP oF TMAINTAIN 2,01 (OATJ SEPARATION: BMVM� P44=� 7.14E, VALVE: BOX WkL BE 20 60MW - BELDN mNsW aRAPE IN TtW C414TROL \/kVB 0NMINE TO CENTERL10 ?M_ MOW 1W AND.20 00m� ASO\�E fINI%W 90CE IN PLANTER AREk M -OW VALVE 15 WALLED. I N TtESAMELIX PLASTI6. FaLMW VALVE 00)(M AW LIVIS OR APPROVED EdIAL MT ae Alu. To RvVa: VALW. HITW CMN& ARE MEMED A44MARM M.Y MMATIO14 FM THE ACa!PTW WXrs WSPATION LINM OR MOVINOSOX AND LIPS BELCH HISST BE APPROVEP 13Y THE REPMA110N ANP FARM a. Ham POSSIME LOWIE. VALVES, IN 1M PLAN7M AWS. :SIWAX VALVE& NOS PW SMES 14"XI4" ALL IRFMATION IWALLATIM SHALL BE RAC4MAN a HHT1.4 UMMMA11W VALVE � BOX K TH:. WLT DOM: <,OVM 01TY STAW00% llf-LIMT AFIVWW:M)1Tj0N OF 11 . e4"PORM dOIC45. CAXPLERt NOS M0 SMIES�10' PUX40 INS =E, MWACAIMS WRAJOATEDVALVE BOX HITR BOLT DOM WVM 20 OF THE STAVAIV Mol FICA1-10%.� AND A16. VIRZOT W BY THE RECMAMON AW. PARKS OXXT01t PORE FULL SOXt NM "W WRIeS.15"X20# JLIW I FWMAJ46A.Aft VALVE BOX + NI T14 DOLT: DOAN COVM 10. ALL MA7MAIS M %1ALL BE WK AV R�M +MW DMCM .4. IWALLATION OP WRA IRMOATION COMM XRE FROM I I � AN( AND ALL OW4M VAALL BE APPROVEV BY T�E 11WEATION WOAMOR: C04TIR& CLOOK TO F0,IIIM C0479M VALVE 15 AV PARKS VIRWTOR PRIOR TO IWL54EWATICK WWRW + FOR EACHMANIFaD 0,1102 � OF VAL EXTRA HFM-.5RAU: 13E A VIFFIERENT� UXD.R TW THE ONE� M- TO 12, SIM AffROVW: LANDWAKAMOATION PLAM AND LE6M OPERATE VALYM, (&E COLOR FM ALL VALVE K 4 ONE COLOR FOR 5PIZI.P10: MO M RMBERSt OJANTITY, MARFACnRM FM ALL EXTRAAM) AND I'MI ORKAWZI RMIREMM. - -- -- --------- - ----------- CITY OF BAwr%6UZSF1 . E . LD REVISMNS DE.rAILS: FOR REMOTE CONTROL VALVES -- - - -------- --------- STANDARD PLANNO. 14T :1.4 APPROVED Rcc� XXXXX D . A.T6, Laa6 uwisnwm wiL Cf RXMALC_ Tyf*101M. %fts _!51AK I tj�!.2 .... =T_A�_IL &Mll REVISIONS CI-i-Y OF BAKERSFIELD DETAIL FOR TREE AND SHRUB PLANTING STANDARD PLAN NO.. 0 APPROVED RCE XXXXX PUBLIC WORKS DEPARTMENT REMOVE & REPLACE EXIS11NG MONUMENT ,ENCASEMENT AS REQUIRED. MONUMENT ADJUSTMENT DETAL NOT TO SCALE �?,cjF E SS / 0 DEAN REGISTERED Cl V1&e.-__E_NA1NEER C 46803 Exp. 6-30-11 Cl TY OF BA KERSFIEL D 1501 TRUXTUN A VENUE' C / V BAKERSFIELD CA 93301 OF CAO� Edge Pick Hole (Optional) --. 05" x OJ75" Diamond Mot, (12mm x 9mm) 0. 125 " (Jmm) Deep 0 '0 A 0. 5" (12mm) Hole " 0. 75 " (20mm) � e t ters 0. 125 " (Jmm) High aar (am) jhw air flow) F?EV/s9/C)Ns9 DA TE DESCRIP TION :24 NIPPLE(T.T3 SQJA0 RVC 90 ELL MT.) 6! SCH 80 E.I. . )TP. V., t ( TPU "ZE 0 RV SCH*S N(C. PR QUICK COUPLER VALVE dV Af (424w) fig FaIrlon, ana Me rollowing general notes 2. Castings shall conform to the provisions of the specifications for gre),II castings, serial designation ASTY.- A48, class no. JOB ow (low) 1412f (Uft) J A# fromes and covers shall be tough, grey cost iron, free Az 1 1 4- 112W "45 V T. IV, IT T . . . . . . . . . . . . I t -A VI 0, ON, W V. V: 4. 7he seats of fromes and bearing faces of the covers shall be Stamp Disk with R.C.E machined for a smooth, non-rocking fit between the two castings. or LS Number r777,11 eAr'r,0I WS dV Af (424w) fig FaIrlon, ana Me rollowing general notes 2. Castings shall conform to the provisions of the specifications for gre),II castings, serial designation ASTY.- A48, class no. JOB ow (low) 1412f (Uft) J A# fromes and covers shall be tough, grey cost iron, free 112W from warps, cracks, swells, and cold sheet, and shall hove a workmanlike AnIsh SEC77ON A-A 4. 7he seats of fromes and bearing faces of the covers shall be Stamp Disk with R.C.E machined for a smooth, non-rocking fit between the two castings. or LS Number Disk sh o# No. 804- oppro ved , 0. 4J8 " x 21 (1 Imm x 56 5 Casting shall be thoroughly cleaned and dipped twice in a Concave depression for preparation of asphalt or coal tar and oil applied at JOO F Surveyng purposes. to form a Arm and tenacious seal. 6. Concrete shall contain no additives unless prior writien approval is obtained from the City Engineer. 7 Concrete shall be cured with a white pigmented curing compound complyng with section 90-701B of the Standard SpecifIcations. 8. 7he surface shall be finished to grade, troweled smooth, and given a light broom finish. 1W 9. A# concrete used shall be Class "A . 412f (Jbw) 10. The name of the manufacturing company shall be on the underside of the cover. Disk and Stem to be 11. Pipe casing shall be 10" (0.25m) I.D. steel, A.BS, or as cast together of Bronze directed by the City Engineer. "I've UOIV om STANDARD VEY ILTZ M NUMENT mraft CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT DOME HEAD DISK DETAIL STANDARD DETAILS File Name: TOK214 Drawn: DPIDH I MEDIAN ISLAND IMPROVEMENTS - HOSKING AVENUE Job No.: TOK214 Engineer: BM Date: 617110 ]�Checked By: FIGH77NG IRISH DRIVE TO TOBIAS CREEK WA Y ,e,; /lmw../& 2 (on LIN SHEE T NO. 8 OF 8