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HomeMy WebLinkAbout4752-3+ i ! MAIN SUPPLY, LATERAL I { r \:; AND WIRING FINISHED GRADE SLIP BASE SOCKET OVER BOX TO BE PLACED AT RIGHT ANGLE TO 6" MIN FROM HARDSCAPES STEP HARDSCAPE EDGE w/ VALVE 11 ETCHED IN - LI ! LATERAL t 6 �� END OF WIRES I �;� n 12 X'18 PLASTIC BOX AND COVER WITH LOOK TOP .:• NON PRESSURE LATERAL LINE STRIP WIRES APPROX. 5/8" CURL TYPE EXPANSION LOOP (MIN.24") WIRING MAINLINE Z . Z FROM ENDS WATERPROOF' WIRE CONNECTION TERAL LINE 12-OR PRESSURE SUPPLY LINE ca SECURE TO-SOLENOIDLD TAG P PIGTAIL AS NOTED HAROSCAPE ' PUT CRIMP SLEEVE OVER CONTROLL WIRES WIRE ENDS—CRIMP SLEEVE FINISH GRADE 3/4" a . LEAN BACKFILL STEP 2 APPLY SEALER TO INSIDE _ • •r Oji_ .11� ! II I Ih—III—II OF SEALING PLUG'T.. ".r,I r 1 _ .,.� _ l I 12"MAX. 70P �, T[ Sot�NOtO � 12 OF VALVE j PE FILL BASE SOCKET WITH SEALER _�� -�� PVC LINE PIPE •h 6"MIN { E "'ESSURE f FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES. NO 18 IN Z LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE ' + STEP 3 '"BUNION CONNECTION UNE FITTING " i .f r:1•�!-• ' -1 r �} --.%-"'--PEA GRAVEL 1 INITIAL BACKFILL MEASURED 6 FROM .THE TOP OF PIPE. THE REMAINDER (MIN.3 CU. FT.) *.." OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. PVC UNE PIPE PVC SCH. 40 MALE ADAPTOR PROVIDE A 20" LOOP OF WIRE ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90Rk-`PVC ELBOW CnP. 2 PUCEs)IN ALL CHANGES OF DIRECTION ! INSTALL ALL PV,C PIPE WITH LABEL UP.PVC UNE PIPEGREATER THAN 30 DEGREES REMOVE PUSH SEALING PLUG INTO PVC SUPPLY LINE FITTINGS SXSXS COMMON WIRE ( )nEs AFTER ALL coNNEnoNs SNAKE AL-L PIPE IN TRENCH:} BASE SOCKET UNTI TTAPE BUNDLE WIRING AT � s 10' O.C. MAXIMUM TO MAINLAINE. HAVE BEEN MAGE L ( LOCKS CONTROL WIRE —/ BUNDLE AND TAPE ALL CONTROL WIRES • AT 10 O.C. TO PRESSURE r a SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. ... STEP 4 PRESSURE MAIN, 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN .2" SHALL BE P.V.C. SCHEDULE 40. PLAN VIEW PUSH WIRES TO 'END OF BASE _ CONTRACTOR SHALL ,PROVIDE SLEEVES OR CONDUIT LINES WHEN' SOCKET TO ASSURE COMPLETE NOTES: MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SEALING OF CONNECTION 1. VALVES ARE TO BE 'INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT. APART. NOTE: CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE 3. USE TEFLON TAPE ON ALL THREADED FlTTINGS. SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE DO NOT INSTALL 120 VOLTAGE OR' HIGHER WIRE r RAiHiBIRD SNAP�TITE 'WIRE 4. ONE VALVE PER VALVE BOX IN THE SAME TRENCH AS THE IRRIGATION 3 AND LARGER. - CONNECTOR "OR EQUAL" • CONTROL WIRING � t .$ .. - I • .- .{ .. Q�ow.ss�Q APPROVt3 BY: oFfssro�' APPROVED<BY: �toF�ssl APPROVED BY: u Qaow css��� APPROVIED=1111Y: ��v � CITY OF- FONTANA �4�° ��` of � f CITY OF FONTANA, �. CITY OF FONTANA CITY OF FONTANA . - o f�, � .�, CITY ENGINEEit DATE: No. 25126 CITY ENGINEER DATE: I* min CITY ENGINEER DATE: '( �p, i CITY ENGINEER DATE. Na 25126 RQBERT W: wEDDLE WIRE CONNECTOR ROBERT-W. WEDDLE BRA55 RE-MOTE No 25126 PIPING AND WIRING ROBERT wwEDDd:E TRENCHING DETAIL ROBERT W: WEDD4E 4c EXP.- 12/31/01 �c EXP. 12/31/01 Ic DP,1/� EV. 12/31/01 CIItAWN:BY: TIMOTHY ASTEDT. DRAWN 8Y: nMOTHYKASTEDT. DRAWN-BY TIMO HYRASTEDT.. CONTROL VALVE DETAIL F 'I` DRAWN" TIMOTHY IZASTEDT : Y avx. sj : f EdP' DRAT E .OF LAST-REVISION-.. DATE OF LAST DATE OF LAST REVISION. a or ����rT 14 REVISION: :. for el,<<4 >..-STD. PL�AN>.. , . S for std DATE OF If.ABIT REVfSION.. STD. PLAIM1NO. 515 SHT. 10F1 - _N©• 513 SHT. 1:QFi STD. PLANµNO. S1 1 SHT. 1 OF1 ,. GAt. gTD. P4.AI�I NO.516 SHT. t0F1 -. 3 b f i; INSTALL A .6 ROUND PLASTIC BOX WITH LOCKING LID CLEAN BACK FILL SATURATE AND COMPACT 10'90% } HARDSCAPING SPLICE BLOCK MIN. 24" ABOVE GRADE 10" VALVE BOX MARKED W/ 2" FINISH GRADE LETTERS READING O.C. QUICK COUPLER 'VALVE . M �d W/ LOCKING BOLT LID [ NAT BACKFILL I A KFI MINUS j 12" MIN. FROM HARDSCAPE MATERIALS ; ; 2 M FINISH GRADE ;; VALVE BOX /LOCK NE LL " NON PRESSURE LATERAL LINE W/SLEEVE : FINISH GRADE ! PRESSOR ���a�,„��FiI�= =!L ���:�II.=��—Iii-- - E SUPPLY E E 4 � � � �--a I • SU UN W/SL EVE � � ( +_I l=I _ IRR. CONTROL WIRE 6 . MIN PEA GRAVEL 1 S CONTROL WIRE -SL- EEVE 2 x 4 RWD OR BRICK: , �r-1-� f�� ; .r �_�---i L . �r � I L --ice � -�-I� I , 8 BRASS STREET ELL TYP.. SAND BACK FILL 1 BASS NIPPLE 6” MIN ! ' BRASS. R IN PVC MALE ADAPTOR PVC SHC 40 TEE OR ELL GATE VALVE 6" 2" x 4" RIND BLOCK LATERAL LINE SIZE TO BE NOTED ON PLAN: .. • . � NATES• MIN , � 24" MIN. �I4 REBAR. ATTACH MAINLINE 1 CU. FT. PEA GRAVEL W/(2) STAINLESS STEEL BANDS is 3 . INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY UNE, .SIZE -PER 2" • x 4" . RWD BLOCK SPEC. I ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE i a NOTE: 1 • . 'SLEEVED. - t USE TEFLON TAPE ON ALL THREADED FCTTINGS'., INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL ' NOTE: 1 a 1 CU. FT. PEA GRAVEL }` j TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND: HARDSCAPE TO POINTS AS REQUESTED BY REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE BOX. . i j INSPECTOR TO DS AND • IF SLEEVE'S ARE E USED AT A LATER DATE. CONTRACTOR SHALL TAPE EN f PROVIDE A VERTICAL MARK - AT ENDS OF SLEEVING VISIBLE AT ..GROUND LEVEL. i r Qaol I sw� APPRO D BY: Itho CIA, ,� APPROVED, BY: o QaoE> s io,�� APPROVED BY: �Qvolt s1051p APPROVEMBY. �o r; �� CITY OF FONTANA ��4 wf �� CIT'Y OF FONTANA �v� of . �• CITY OF FONT CITY OF FONTANA �.��. � t���s � � �`'� • lt�.� � sib/•,, 1 R TE a 26 SPLICE BOX EITY-ENGINEER DATE: ^ Na 25 26 " Et NG DA � : N • 251 DAVE: 4 No. 25126 CITY' ENGINEER DATE. No 25126 RdBERT W. WEDDLE GATE VALVE ROBERT W. WEDDLE cjL W. WEDD f � CITY ENGIN EYING DETAIL ROBERT W� ROBIERTW WEDDLE QUICK COUPLER E * EV. 12/31/01 * r xP. 12/31/01 ,� TIMOTHY RA57EDT . * � . i2/3i/o1 ,� DRAWN BY• TIMOTHY RMTEDT. DRAWN' BY: TIMOTHY RA�a'-T>=OT, ASJEMB�Y * EV. 12/31/0' ' ,� TIMQTHY PAvTEDT , ORAWN' 8Y. ava _ DRAWN-$Y: ovw CIM ,. s ctN� �i,� �� i + . ,r��t. �� �j�tf c��� DATE OP I' ST ,. ,I tf itd DATE OF LAST RieVIS�fON• for clit�E�" DATE. OF LAST RMSION:� c ut A REVF8i®N. - tF EDATE, OF LAST R1f€V�410N'• „ {, Or cit STD.- PLAN NO. 519 SHT. 1 OF1 : PLAN,..-NO. 5.18 SHT. f OF1 NO. 517 SHT. 10F1 (. Or CA11 STD. PLAN N©. 521 SHT. 1 OF1 — i I STD PLAN ,r ,. : ANA, CALIFORNIA Q H CONSTRUCTION OF E Ui CI• Y 0 F' NT ' M MEDIAN . IMPROVEMENTS NOT COMMENCE WITHIN T'�0 ����Q4 cA��q BEECH AVENUE ME ANDS OF. THE DATE-:`OF APPROVAL SHOWN HEREOR. c izm By.. 9CAtE .. P FOUNT R LANDSCAPE AS NOTEDF. o YEARS , E BENCH MA2K. AND MANNER* THE PREFAB®u TEE" OF Ir tl S Ana ..: �� � ; o�Nm,err; 01►TE: 11 Foe 4 � rlga 'o CARRIED f�l�l'H IN 14 oIUGENT , CffY ENGINEER MAY -REQUIRE R VISIONS TO� THE atal e0ele 1 SNI. 1 0 NIOMwIIi Aug 26, 2068 SAN..pERNARtZIN4 COUNiY TI3�1 PER fIB.D i/► C�Slftf>iQ 9'%q-8Tp6 ,;: �. 1 �► PLANS TO BRING THEM INTO CONFORMANCE WITH 9,• �� EU ON :1:019.83 , DATUM- 99 11!ou Dlfr; . 1r0i1 �' OF' CALiFJ BY' BY; ORJWNMlC MO» I'tMv 01 SPIKE IN POWER POLE 71133, N.E. CORNER Fax %'��Q$ A 1 -#Mo ►`I IN .'I' QATE: • Z• Pi>PLAIt; AWE. dl SANTA ANA AM.EST. FROM 8-3lI: rou' mar utlellawo sro�i°a Au>Rr R. C TE C R, .E. 51152 DATE 8 EDRI tIITE ITY ISA STANDARDS ::;'GINEER--GREI/Df PTION ENGX E\Projects\07-773_1IMPHELAN]URUPASUSCTR\HLDRWCxS\8e.ech_Median\IRRIGATIONDETAILS.dv , , 9/11/2008'12:01:38 PM, YIP DesigMet 800 FAS7,N3