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Home My WebLink About7.2-170PROJECT SITE INSTALL 2 1/2° DOMESTIC WATERMAIN AND 6' IRRIGATION MAIN ra I.>AI1�z I II I It PLANS FOR THE CONSTRUCTION OF THE -V- - A W- K- J x S TOCKDA L E HIGHWAY * ER BAR PROJECT LOCATION MAP SU, RIG PECIFICATION N0. 1096-33 VED AND RECOMMENDED BY 3MI T7ED BY.• KS, TAYLOR & ASSOCIATES, INC. COMMUNITY SERVICES MANAGER R. C. E. 13340 DA TE r- - w - WA -- - I DATE fy . RICKS, TAYLOR &'ASSOCIATES, INC. 1326 H STREET, SUITE 21 BAKERSFIELD, CALIFORNIA 93301 777 - -,-A---- PROJEC T L OCA TION BAKERSFIE-.'_D 99 rRuxTUN AVE. slSTOCKDAI.E HWY: PROJECT VICINITY MAP INDEX 1. TI TLE SHEET 2. GENERAL PLAN J. MISCELLANEOUS DETAILS 4. CITY STANDARD DRAWINGS CALIFORNIA AVE. o PROJECT VICINITY MAP INDEX 1. TI TLE SHEET 2. GENERAL PLAN J. MISCELLANEOUS DETAILS 4. CITY STANDARD DRAWINGS �= r 152 r EXISTING S TEELTO COUPLING 8"x6" REDUCER 5'-0" IIA' L x H 8" PVC PIPE— IPESTEEL PVC -- RICKS5 TAYLOR�� t AT�� , NC ' C O N S U L T I N O CIV I L E N G I N E E R S 1 3 2 6 "H" STREET BAK ERS FIELD C A L I F 0 R N I A CROSS EXISTING SEATED 31TH VALVE STA. 3 -1-41.00 EXISTING BEGIN REMOVE BLIND FLANGE INSTALL ADAPTER I 6" RESILIENT GATE VALVES BOXES THRUST .BLOCKS PROJECT EXISTING / & FLANGED TO PVC PIPE \ II - I/40 22- 1/20 EXISTING S TEELTO COUPLING 8"x6" REDUCER 5'-0" IIA' L x H 8" PVC PIPE— IPESTEEL PVC -- RICKS5 TAYLOR�� t AT�� , NC ' C O N S U L T I N O CIV I L E N G I N E E R S 1 3 2 6 "H" STREET BAK ERS FIELD C A L I F 0 R N I A CROSS EXISTING SEATED 31TH VALVE STA. 3 -1-41.00 EXISTING BEGIN REMOVE BLIND FLANGE INSTALL ADAPTER I 6" RESILIENT GATE VALVES BOXES THRUST .BLOCKS PROJECT EXISTING / & FLANGED TO PVC PIPE \ II - I/40 5.-0 . OR AS DIRECTED BY ENGINEER / 4 Wharf type hydrant o PGS N O\11 C)� Steel Riser wrop. w/ 10 ml I tope 4" Hub xHub Gate Valve -� • I 3-3 4" Waterline Li i r 77FIonged adopter Joint or coupling 4"Flanged ell cost iron or coal for epoxy lined and coated DETAIL-- 4" WHARF HY L Volvo box and D collar per detail 3 4" PVC Watertrne , 4'x G" Reducer Thrust blocks per detail 3 G" PVC Water�t'ne EXISTING 6" TURNOUT PIPING .. W .. SEE TABLE "A" THRUST AT ELBOW THRUST AT CORNER TEE W _ W W • A Q W I� N ►. W W 4" TURNOUT W/ ,• :• • . 4" RESILIENT SEATED GATE VALVE e'' ' '• I — THRUST AT SIDE OUTLET TEE THRUST AT CROSS a W J .. M W = N \ := N SECT ` J TOP TO READ "WA TER" POUR CONCRETE RING Q 1W J DETAIL W an R W J m Q H W W N SECT PIPE NOTES 1. ALL CONCRETE SHALL BE CLASS 8 PORTLAND CEMENT CONCRETE WITH 26 DAY BREAKING STRENGTH OF NOT LESS THAN 2500 PSI. 2. ALL THRUST BLOCKING SHALL BE POURED AGAINST UNDISTURBED FIRM SOIL. 3. CROSSES AND TEES SHALL BE ANCHORED TO THRUST BLOCKS WITH 2-u5 HOOKED BARS PRE -FORMED TO FIT FITTING SNUG- LY. REINFORCEMENT SHALL BE EMBEDDED A MINIMUM OF 12". 4. ALL VALVES SHALL BE AWWA RESILIENT SEATED GATE VALVES FULL FLANGED. STUBBED OUT VALVES SHALL BE FITTED WITH AN APPROPRIATE CLASS -D" BLIND FLANGE. VALVE BOXES SHALL ALSO BE PROVIDED PER STANDARD HEREON. 5. FITTINGS SHALL BE CAST IRON COAL TAR ENAMEL DIPPED, OR PREFABRICATED STEEL FUSION EPDXY LINED AND COATED.OR 6. ALL GATE VALVES, SLEEVE COUPLINGS, AND ALL OTHER BURRIED, BOLTED FITTINGS SHALL BE COMPLETELY ENCAPSULATED IN 10 MIL POLYETHYLENE FILM, AS PER SPECIFICATIONS. 7• NO THRUST BLOCKING REQUIRED FOR PIPE, UTILIZING PULLED JOINTS FOR HORIZONTAL CURVES AND FOR VERTICAL CURVES CONCAVE UPWARDS, NOT EXCEEDING 50 PER JOINT, EXCEPT 12" -CL 250, WHICH SHALL NOT EXCEED 40 DEFLECTION PER JOINT. 8. PIPE SHALL HAVE A MINIMUM OF 3' COVER UNLESS OTHERWISE' DIRECTED BY ENGINEER. 9. ALL IRRIGATION AND DOMESTIC PIPELINES SHALL BE PVC PIPE, I.P.S. SIZED, HAVING A DESIGN PRESSURE RATING OF 200 P.S.I, AND A SDR OF 21 , CONFORMING TO ASTM D 2241. THRUST BLOCK TABLE "A" - W MAT BE Z MINIMUM WHEN NO IN-LINE VALVES ARE ENCOUNTERED SECTIONS THRUST BLOCKS C ZJ 3 4" a PA VEMENT SURFACE OR FINISHED GRADE BROOKS NO. 4– TT VALVE BOX WITH COVER AND EXTENSIONS AWWA APPROVED RESILIENT SEA TED GA TE VAL VE CL WA TERL/NE FLANGED OR RUBBER GASKETED HUB TO RECEIVE PIPE VAL VE BOX A SSEMBL Y I BackfAll compacted M 9cX Mi0f1vr campoctan &of wern existng or hoire b bock of cwb Hes of streets or ewdfxq til or Aowr riot of way Anes or a*ys a kfAl compacted V &X rebl/vr cmwarfan to as other areas FILE NO. IIA' L x H RICKS5 TAYLOR�� t AT�� , NC ' C O N S U L T I N O CIV I L E N G I N E E R S 1 3 2 6 "H" STREET BAK ERS FIELD C A L I F 0 R N I A CROSS CORNER TEE SIDE OUTLE SIZE II - I/40 22- 1/20 450 900 Lir H x W * Lx Hit W Lx H 6' 1x1 Int 2x1 2x2 2x 1.5x2 2x 1.5 x2.5 2x1.5 8" 1x1 2x1 2 x 2 3.5x2 2.5x2 x2.5 2.5x2:3 2.5x2 10 2x 1 2x 1.5 2.5x2 3.5x3 4 x 2 x 4 4x 2x5 4x2 12 2 x 1 2 x 2 3.5x2.5 4.5x3.5 5 x 2 x 5 4.5x2.5:6 5x2 16 2 x 2 3.5x2 4 x 3 6x4 7% 2.5 x7 7:2.5x8 7x2.5 18" 25x2 a 4.5x2.5 _ 5x3.5 7.5x4.5 8x 3 x 8 81 33,9 8.3 - W MAT BE Z MINIMUM WHEN NO IN-LINE VALVES ARE ENCOUNTERED SECTIONS THRUST BLOCKS C ZJ 3 4" a PA VEMENT SURFACE OR FINISHED GRADE BROOKS NO. 4– TT VALVE BOX WITH COVER AND EXTENSIONS AWWA APPROVED RESILIENT SEA TED GA TE VAL VE CL WA TERL/NE FLANGED OR RUBBER GASKETED HUB TO RECEIVE PIPE VAL VE BOX A SSEMBL Y I BackfAll compacted M 9cX Mi0f1vr campoctan &of wern existng or hoire b bock of cwb Hes of streets or ewdfxq til or Aowr riot of way Anes or a*ys a kfAl compacted V &X rebl/vr cmwarfan to as other areas ..a - 0 I 2 3 FILE NO. RICKS5 TAYLOR�� t AT�� , NC ' C O N S U L T I N O CIV I L E N G I N E E R S 1 3 2 6 "H" STREET BAK ERS FIELD C A L I F 0 R N I A SPEC. NO. 1096-33 � �. Bockfill camoacled to 85X fv,bfive cnmoocfan t� to REV. DATE DESCRIPTION k a DR. BY 12"Alan [.doer Ain't of pot tone sho// be fwr/rr 00 A?`AMvx. APPROVED , owte$ AWW Jap of ~ bell or the ouh * 6' Men • 6"Mn diameter of plain erd Ave t _ P*e Ions, Bockul camooc•fed .C. E. N0. 340 to 85% reAohre nomoac•fan plastic lope for pipe location. 3* wide to par Of rood "CAUTION BURIED conakiel (SEWER) WATERLINE BELOW - Nee -Metallic pipe to Aare metallic embossed tape. NOTES i A// work shall conform to the 4*11cable sedans Of the 4 Testing of bock/0 moh+-io/s and coirWoc•fr» sho// be n sp'crfico/ans enh/lyd "Standard Speclilcolans, Slate of accordance wafh Joe Jests listed in Section 19-10/of the Cotrformo, Deportment of Public Works, &v.san of Ihghwoys Standard SAecifrco/.ons 2 Bockhk matr a/ within the pve lone SAO// be frer of 5 Each Byer of backfill materia/ shay' meet the nvmoocoon. at.*teraus material and shall have o .Sand EQUI-1-1 of sand equrnvlrnJ and groddfan rem-emenfs before the nor less than cb and shall conform b #W fbo ,ng grodmg next foyer Is placed Sile'S Per orpoe ampng /c0 Ab 4 35-100 A16 30 ZD -/00 TMs bxkf w ma wvr shat be pbced n nor to exceed tov kIa/ (?) layers, sxnulfa►Kousy an each sof• of Mr ppe An such o marrnr as ma fo damage ar disturb Me pve or ns aMyrwntnl and grade Each Aayr sho/l be flwougNy Camp - acted by fbaoWV, m echavocal f mpwny or by a c>ambnot/o n Of Ihese methods 3 Bockf,N mate"/ above the par lane shall be free of A!-1*W10VS materar5 and AN403 a 510"9 exClY'dng IMee r.9 inches in yreofesl ofrntnsan and shot/ be placed An not to exceed low foot (4) layers and each layr shall be thoroughly conpacted by fboaWng, /ethrng or mechon col tamping or by a combination of Mese methods hbwrve; f/ooang ond/rttng shall on✓y be al/a.ved on bockfil/ toter o' having o Sart EgvivoA•nf of no/ less than 20 STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS ..a - 0 I 2 3 FILE NO. RICKS5 TAYLOR�� t AT�� , NC ' C O N S U L T I N O CIV I L E N G I N E E R S 1 3 2 6 "H" STREET BAK ERS FIELD C A L I F 0 R N I A SPEC. NO. 1096-33 CITY OF BAKERSFIELD MOHAWK/TRUXTUN LANDSCAPING WATER MAIN PHASE 2 MISCELLANEOUS DETAILS f I�'Q SHEET NO. 3 OF DES. REV. DATE DESCRIPTION SUB. APP. DR. BY SUBMITTED APPROVED DATE 4-24-90 CHECK� .C. E. N0. 340 12380 0 T (1 - 31 011 IRRIGATION CONTROL I WIRE TAPE 81 BUNDLED AT 101 INTERVALS 21/2" DOMESTIC au " °1 WATERLINE IRRIGATION LINE C=VRJLAL NOTES i 1. ALL ZIJSCTRSCAL COWMIT An PATER LINES SCALL BE So- DEEP Wm CROSSING ROADWAYS. 2. PLASTIC PIPE 341E RE LLID SCI. A0 PVC, UNDER L ROADWAYS A 3:DCU •S WIFE COKPIXSS 1011 COOPLIMM ETEAT 40'. EXCEPT WIMl MTA2L90 I■ SCR. 40 PVC CONDUIT. 1. IT MORE TIAN (NN LINE Ii INSTALLED nl TREMC1, noVIDt A' SIDRIZOr L AID VERTICAL SEPARATION. A. ALL PRESSURE LINES STALL It PtRSSM TEAM TO 100 LIS. POS ONE BOOK (WIT1 VALVES InTALLAD) It TIM TSANEI13 OF AND AS DIRECTED ,T TEN 231011811. 1. ALL PVC SOLVER (CLUB) SIAL, IM 0111 (WITS nEws). /. WNESS OPEN STRUT CUTS ARE REQUIRED TO INSTALL VARIOUS 1111CATIOO LIKES AND/OR WINES. ALL STRAIT PAMING SHALL IN IN ACCOIDARCL WITS CITY STAIDAID M0. 36 AS DIRECTED IT TIM CITY ENGINEER. 7. LASIDSCAPS AND IRRIGATION DW20VOKM WITIIN TIM DEDICATED STREET EIGRT 0► WAY PAT REQCIIE a STREET OSE nXAIT. CRR WIFE CITY ENCINEEKIIG DEPAITMNT POR IMOUIRACNILm. E. ALL IRRIGATION MAIN LINES N' An I"= (PRESSURE LIVER) SMALL &I SR'U WIFE CLNCRETS TRIM BLOCKS IV ACCOKDAICS WITS WKITACMUR'S IMCOMaMOATION AIB AS DInMD IT TRE CITT EVGINEER. V. ALL IRRIGATION LATERAL LINES S•ALI RE LIARS 200 IPC AID size AN XIOWB ON TIM PLANE. 10. ALL IRtIGATION PAIN LINES 2' DL. AID LESS SMALL BE SCE- AO PVC. IRRIGATION PAIS LINES GREATER TRAM 2' DL. SILL USIM CS 2(0 KING TITS PVC OR APPROVED EQUAL IT TIM CITY OGIIMER. .1. AIR APD ALL CKANCZS nALL LR APPROVED 31 TIM CIT! ENGINEER n101 TO DRS110131TATION. 12. ALL 1121GATION INSTALLATION 32" It IN ACCORDiAM WITI CITY STANDARDS, TIM LATEST EDITION OF TRX 01211001 KUPRING CC -1, KAIGPALTONER•S RECONRNDATIOV, SECTION 20 OF TIM STANDAAL JPECIFICATIONS. AND At DIRECTED By TIM CITY OGIXEER. 11. ALL MATERIALS USED SMALL 1E NEW AND FREE FICK 17REKPICTIONS. 1A. SNE APTtOVED LANDSCAPE ADD IRRIGATION PLANS FOR SPRCIPIC "DO"L 10.- 3221, KM QOANTITT, DPACYUS&3. AND PERTOtMANLK OF TIM V;Lo03 ITDR. FILE NO. DES. OR. BY 11111111119 ARMS@ SIERRA NINE$ GRIND ARMS 0 IRRIGATION LATERAL(P.V.C.) T- *' O ELECTRICAL CONDUIT 4 II h ---a fg ='( IT Ij uL A 30" ':a1Al NOTE[: antLLNOTES: 1. Das Tina Pin TAPE ON ALL TRIIADRD JOINTS- GALVANIZED PIPING 81 FITTINGS AL- 1. ALL PIPING AMD FITTINGS AJM GROUND 52=NX GAL- (TYPICAL THROUGH OUT) (TYPICAL VANI2zn UNLESS torso OrIMNW2&a. 18"FOR LARGE 2. mm 72rum ?in TAPE ON All TU"J0-a JOINTS OR APnOTRD EQU" IT TIM CITY ENC1NAX1- I 1/111. TURF HEADS ARD LIDS AIX ACCtPTAj-t OIL APPROVED I%AL IT T11 LETT 12"FOR SMALL .N"EXPANSION- LOOP FOR I TURF 'HEADS 1 " IIP&CITIC 12 _ AND BUBBLERS O ELECTRICAL CONDUIT 4 II h ---a fg ='( IT Ij uL A 30" IYASOVE� `• HIGHEST SPRINKLER GALVANIZED HEAD ! UNIONS �8"• I. IS„ MN. MIN. ' T _ VARIES , "Y"STRAINER ':a1Al NOTE[: antLLNOTES: 1. Das Tina Pin TAPE ON ALL TRIIADRD JOINTS- GALVANIZED PIPING 81 FITTINGS AL- 1. ALL PIPING AMD FITTINGS AJM GROUND 52=NX GAL- (TYPICAL THROUGH OUT) (TYPICAL VANI2zn UNLESS torso OrIMNW2&a. G ..�..., ..i... 2. mm 72rum ?in TAPE ON All TU"J0-a JOINTS OR APnOTRD EQU" IT TIM CITY ENC1NAX1- I 1/111. II s. Ott Iurtuu ACLAD SMAS u NEW AND FREE /Sal ARD LIDS AIX ACCtPTAj-t OIL APPROVED I%AL IT T11 LETT O PCit<zt: AMRTEE •lo -l7) -ISA -LD1 .N"EXPANSION- LOOP FOR I METER D1PE1rILTlwt. 1 " IIP&CITIC 12 8" MIN .. IEE APPIO1130 urDSCAPN AMD ini"T70111 PLA" FOR K0OIL NO., SITE. OOANTITY, KUMVACTDRES, '• GALVANIZED UNIONS f Q PD AMUORKANC>f Or M TAADOOI 11 . 8� -- CONTROL WIRE t� S. ALL T,AIISST10N1 MW CAL TANLlsa ►RPR YO ►.+.C. rIn S&LL SL CMSTROCTED WITB ICa. 40 rXXALS 24"I I J• 24 L"rm Ol Arrwv D SCULL EI TIRE CITY SKLNul. 1 1� tN A S' TBICA REINPORM CONCRETE SLAS 11 IMOOIRID Pat Ali. � WIRE ► T '1 PVC. GALVAr ;ZED WATZa rWnCTICa DLIICL I1 LAWS AXIAL. D`'�``" • FEMALE ADAr 1 ER ' sA' uNIPw cLRA1aMGtuRA :E /aAu a u- an Au. uncE or TAX SCH. NIPPLE Tum COVER) WITS m R1 &Aa TALTZ 0a APPROTID [Doll IT aSMW). TY (E� CONCRETETHRUST ' ' .> DDi:LL 1.011091 u � _ BLOCKS PER U.P.C. f ; :. TO ALVES 7. Ail uKIGAT201 INIYALIATY01 t..,, a 12 ACCARDANC= WIYS WATER TGR • FA MAL,£ T(. CITY STANDARDS, TTN LATEST ED1T10N OF TER 01IPOa PCaYI1G COO[. KA/DPALTDm'S RCOMMMAT10N. SECTION 10. ALL IIUU"TSOR INSTAL.I.ATIONS SNAG. k IN A="AACT WITS CITY G4LVANIZED �1 20 off T= STANDARD t?ECIPICATIONA- AAS DIRECTED IT DOUBLE CHECK BACKFLOW PREVENTER CITY nC11Q1• ITS CITY �/ _ _ p. • �,,�,%; JM[+•�'; pyx �U•$ :L" LAYER 3 4" -112" GALVAN Z41EO UNIONS S. ART AND ALL C7A0CZS tally BE APPOOTm IT TEE CITY PRESSURE VACUUM BREAKER ENGINEER PRIOR To DD•LMGW►TION. REMOTE CONTROL VALVE (TYPICAL) RAINBIRD DOUBLE CHECK VALVE MIN. ( FOR VALVES SIZED 1/2"- 2") lY'•._+1'.-.,,. ASSEMBLY DCA - 300 OR HR F G. 1 }r -Sky:_ c��1�" lY APPROVED EQUAL. IYASOVE� `• HIGHEST SPRINKLER GALVANIZED HEAD ! UNIONS �8"• I. IS„ MN. MIN. ' T _ VARIES , "Y"STRAINER METER I . �pry7�g �E FOO ;. ' CONCRETING i • , tv I IS ALLOWABLE I'• , s • . t;�t! PRESSURE VACUUM BREAKER WITH PRESSURE REGULATOR 81 "Y" STRAINER ....w�w..r 1 - ...-__....r ...� ..........�, AAAA � CONCRETE SLAB !PLAN REV. I DATE DESCRIPTION SUB. I APP. !UBMITTED AP"OYOD R RICKS , C O N S U L T I N G C I V I L- 1326 H STREET, SUITE 21 , BAKERSFIELD, ^A 93301 ':a1Al NOTE[: 1. Das Tina Pin TAPE ON ALL TRIIADRD JOINTS- 2.AIL NI7PL.ES ARAIL IR SCM. SO FTC. I. ALL IIMAGI JR" u I(1. 40 PFO. FROM WATER -. +� ti. K. ,:I FEMALE ADAPTOR j ARD LIDS AIX ACCtPTAj-t OIL APPROVED I%AL IT T11 LETT O PCit<zt: AMRTEE •lo -l7) -ISA -LD1 .N"EXPANSION- LOOP FOR SIO -L70-001-5°. METER IKDOR TIALT -sw Lux' Tal LID , 11 '• >✓ f�,rW ��'• ��-� ' mOfE CONTROL YALn. ODITSCL VISA$ (CONTROL AND CONCON, tNL1 It 14 8� -- CONTROL WIRE /. ALL IRRIGATION .0 D.L. XINGu STl.V10 X"ll Win, TAPED ArD NEATLT NMLED COMMON WIRE . EXTRA CONTROL --T1 1 1� I �/ �' 7. ALL VIRE At IA Aro -55 3101- Nln APD n -ss ccaua ON � WIRE j PF�SSURE FEMALE ADAr 1 ER ' • SCH. NIPPLE Tum COVER) WITS m R1 &Aa TALTZ 0a APPROTID [Doll IT ( IeABOVE REGULATOR ' .> I HIC4EST SPR T. MAINTAIN 24' 7IPLIAT100 uTWEZI RLTOYE CONTwL +ALn BRICK (czzTE¢IR m vIMN mu TaA1 (NR TLLT1 is ' r� VALVES AIDNKLER i - - - 10. ALL IIUU"TSOR INSTAL.I.ATIONS SNAG. k IN A="AACT WITS CITY G4LVANIZED �1 STANDARDS. TIM LATEST EDITION OF TIM 01IFO01 PLO"'= COD&, UNE LINE 8„ '8 �/ _ _ p. • �,,�,%; JM[+•�'; pyx �U•$ :L" LAYER 3 4" -112" GALVAN Z41EO UNIONS 188 1 PRESSURE VACUUM BREAKER ruga m IIQIaRNIAz.DN. REMOTE CONTROL VALVE (TYPICAL) MIN. ( FOR VALVES SIZED 1/2"- 2") lY'•._+1'.-.,,. / • • � F G. 1 }r -Sky:_ c��1�" lY �yP IfX12"XIZ" CONCRETE 18" THRUST BLOCK MIN FOR 21,11 WATER UNE 9 SMALLER FEMALE FROM syI ( TYPICAL THROUGH OUT) ADAPTOR WATER PROTECTION UNIT WATER -.._ METER I . �pry7�g �E FOO ;. ' CONCRETING i • , tv I IS ALLOWABLE I'• , s • . t;�t! PRESSURE VACUUM BREAKER WITH PRESSURE REGULATOR 81 "Y" STRAINER ....w�w..r 1 - ...-__....r ...� ..........�, AAAA � CONCRETE SLAB !PLAN REV. I DATE DESCRIPTION SUB. I APP. !UBMITTED AP"OYOD R RICKS , C O N S U L T I N G C I V I L- 1326 H STREET, SUITE 21 , BAKERSFIELD, ^A 93301 30" EXPANSION LOOP FOR ALL WIRES. EXTRA. CONTROL WIRE 1811 ...,., CONTROL WIRE COMMON W IRE SCH.80 NIPPLE 81 FEMALE ADAPTER LATERAL LINE 1N2E': REMOTE CONTROL VALVE ( FOR VALVES SIZED 2 1/2 AND LARGER) RAINBIRD EP -300-F GLOBE VALVE OR APPROVED EQUAL. ASPHALT CCNC SURF FINMH GRADE L WN AREA FINISH GRADE SHRUB AREA�i�n i' �.1 SCH.80 PVC. 24" NIPPLE (TAY) SCH.40 P.VC.90 ELL(T.T) �• 6"SCH.80E P V.C. (T.T ) yy 1 O SCE. SU PVC V PRESSURE LINE QUICK OOUPLER VALVE :- "' LANDSCAPE AND IRRIGATION `- 4PRIC ,& STANDARD FOR REMOTE CONTROL VALVES 7. 81 QUICK COUPLER VALVES none CITY OF BAKERSFIELD x:21- 5 CAL+FORNIA •' �. ...... I ENGINEERING DEPARTMENT I ...... TAYLOR & ASSOCIATES, -1NC. E N G I N E E R S PHONE (805) 323-3169 SPEC. NO. 1096-33 DAT E 4-24-90 CITY OF BAKERSFIELD MOHAWK/TRUXTUN LANDSCAPINa WATER MAIN PHASE 2 CITY STANDARD DRAWINGS )7 -/70 t SHEET NO. 4 OF 4 f ':a1Al NOTE[: 1. Das Tina Pin TAPE ON ALL TRIIADRD JOINTS- 2.AIL NI7PL.ES ARAIL IR SCM. SO FTC. I. ALL IIMAGI JR" u I(1. 40 PFO. A. ALL IuICAII011 CONTROL +ALY[S SS -11 IS PLACED I■ A ? ANTIC ,. ta11GASION COWTIOL +a ->'K SOS WIT11 TOP OF VA -L'11 101 711IPo'X nn fURIOUIVDINC GRADE. TIM FOLLOWING PLAST2r VAL" SOLES ARD LIDS AIX ACCtPTAj-t OIL APPROVED I%AL IT T11 LETT O PCit<zt: AMRTEE •lo -l7) -ISA -LD1 .N"EXPANSION- LOOP FOR SIO -L70-001-5°. ALL WIRES TINISH GRADE IKDOR TIALT -sw Lux' Tal LID NI. rlAlr SOOT SO2 INSTAL1AT10N OF ZZTIA I311GATION COWTROL WIRE rt0N CIIXGAT:01 CDRTLOL CLOCK TU LEIpT16 CONTROL TLLnt IS KIOOIIED I,Da SAGA >✓ f�,rW ��'• ��-� ' mOfE CONTROL YALn. ODITSCL VISA$ (CONTROL AND CONCON, tNL1 It 14 8� -- CONTROL WIRE /. ALL IRRIGATION .0 D.L. XINGu STl.V10 X"ll Win, TAPED ArD NEATLT NMLED COMMON WIRE WIRE To IXI2CATION KAIII LIM AT A A O'CLOCK POSIr106. EXTRA CONTROL --T1 1. I �/ �' 7. ALL VIRE At IA Aro -55 3101- Nln APD n -ss ccaua ON � WIRE CTORS Hoo. PST-oI cNAP-nn WIaX L�N+aLzoaX 03 9RLTIOB S IFI APPROVED ROOLL IT TIM 'ITT OGIXUI- FEMALE ADAr 1 ER E. ODIC,, CO,,,Us .ALPS/ .'LAIR AN .11 ,ISD Ma LTC (LOCKING SCH. NIPPLE Tum COVER) WITS m R1 &Aa TALTZ 0a APPROTID [Doll IT I i CITY MINOR. T. MAINTAIN 24' 7IPLIAT100 uTWEZI RLTOYE CONTwL +ALn BRICK (czzTE¢IR m vIMN mu TaA1 (NR TLLT1 is I SNfZrrRUINE) RSTALum IN R LOCAIiom. i - - - 10. ALL IIUU"TSOR INSTAL.I.ATIONS SNAG. k IN A="AACT WITS CITY MAIN 1 MAIN STANDARDS. TIM LATEST EDITION OF TIM 01IFO01 PLO"'= COD&, UNE LINE "MIALT9U $ RECONO)NDATION. SECTION iO Of TSI STAN"= �/ _ _ p. • �,,�,%; JM[+•�'; pyx �U•$ :L" LAYER 3 4" -112" SPECIIICATILS. Am N DIRECTED 1T TAX CITY OIGINEtl. TIM CITY tNGI1EEI 7 • C ° ��dt(�, % 11. AMY AND ALL CZANGZX /BALL u APPROVED R /�� CLEAN ROCK GRAVEL .� oo �j ruga m IIQIaRNIAz.DN. REMOTE CONTROL VALVE (TYPICAL) 12. AL NATEKILI USED NMA2L,t NEW ADD FEES nv L"tKnCII01t. ( FOR VALVES SIZED 1/2"- 2") 11. In APPROVED LArwcan AND I112urlor Hart rot snclnc IOOCL 1o.. SIZA- QOAXTITT. NANUPACTDILN- AND PIRPOOAMCE M In +;2001 2TzKS 30" EXPANSION LOOP FOR ALL WIRES. EXTRA. CONTROL WIRE 1811 ...,., CONTROL WIRE COMMON W IRE SCH.80 NIPPLE 81 FEMALE ADAPTER LATERAL LINE 1N2E': REMOTE CONTROL VALVE ( FOR VALVES SIZED 2 1/2 AND LARGER) RAINBIRD EP -300-F GLOBE VALVE OR APPROVED EQUAL. ASPHALT CCNC SURF FINMH GRADE L WN AREA FINISH GRADE SHRUB AREA�i�n i' �.1 SCH.80 PVC. 24" NIPPLE (TAY) SCH.40 P.VC.90 ELL(T.T) �• 6"SCH.80E P V.C. (T.T ) yy 1 O SCE. SU PVC V PRESSURE LINE QUICK OOUPLER VALVE :- "' LANDSCAPE AND IRRIGATION `- 4PRIC ,& STANDARD FOR REMOTE CONTROL VALVES 7. 81 QUICK COUPLER VALVES none CITY OF BAKERSFIELD x:21- 5 CAL+FORNIA •' �. ...... I ENGINEERING DEPARTMENT I ...... TAYLOR & ASSOCIATES, -1NC. E N G I N E E R S PHONE (805) 323-3169 SPEC. NO. 1096-33 DAT E 4-24-90 CITY OF BAKERSFIELD MOHAWK/TRUXTUN LANDSCAPINa WATER MAIN PHASE 2 CITY STANDARD DRAWINGS )7 -/70 t SHEET NO. 4 OF 4 f