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Home My WebLink About3228-4PRESSURE REGULATOR IF w < N o 0 � N SET AS SHOWN OSITE LIO REDUCE PRESSURE 0 OETA R BACKFLOW PREVENTER STRAINER g40 S NIPPLE 4 PLACES) MESH MO EL � � BRASS ELBOW HARDSCAPE BRASS EL60W NOTE: BACKFLOW ENCLOSURE.LE'kUR AS NOTED m BRASS UNION OR EOUAL 24X60"X36" NIGH t BRASS PIPE HINGED AT ONE END SECURE TO 6 -XS' FOOTING W/4' J BOLTS BRASS BALL PORT LOOSE KEY BRASS BALL (EQUIPMENT TO BE CENTERED VALVE E 1 " FINISH GRADE 3/4"4 VALVE INSIDE HOUSING) BRASS PIPE Q v 0. y -F LOCK Box g d I REBAR Rr is I-1 I -I11-1 1--1I III -I I ICY 111— Q N 12'MAX. TOP =1 {III—III- FOOTING/FOUNOATION PRESSURE oNc. ST"B'L' ER FRONT (INTAKE)LINETRUST BLOCK P�R£ESS E DISCHARGE) 12w SOLENOID OF VALVE'_111`—I j I_� I O SEE NOTE EBEELOW°�) 3/4" GRAVEL 5~� Fra k W �Cti Pvc LINE PIPE Q BRASS ELBOW .I R ,III- S r 1 J • 3 V W sT Exp. qTF NON-PRESSUI LINE FITTING BRASS UNION OF CAL10 ®• ® UNION CONNECTION i(iv� BRASS BALL o' Vis.- PEA GRAVEL (MIN.3 C.U. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR (TIP. 2 PLACES) VALVE ,2 PLAN f2 e4 REBAR GENERAL NOTES COMMON WIRE PVC SL IP'.'LY LINE FITTINGS(SXSXS) 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION END PRIOR TO POURING FOOTING/FOUNDATION NOTES: 1. VALVES ARE TO BE INSTALLED IN 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA, FO) NO) ��k o VD -1 not to ecalr - -J BOX TO BE PLACED AT RIGHT ANGLE TO w < N o 0 � N HARDSCAPE EDGE w/ VALVE # ETCHED IN LIO s • 12"X 1 B" PLASTIC BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") WATERPROOF WIRE CONNECTION � � 12"OR HARDSCAPE AS NOTED CHRISTY'S I.D TAG (STANDARD) 6 SECURE TO SOLENOID PIGTAIL FINISH GRADE 3/4"4 Q v 0. y -F d I—I I -Ti ra' I-1 I -I11-1 1--1I III -I I ICY 111— Q N 12'MAX. TOP =1 {III—III- 12w SOLENOID OF VALVE'_111`—I j I_� I O AI ' 5~� Fra k W �Cti Pvc LINE PIPE Q .I R ,III- S r 1 J Z 3 V W sT Exp. qTF NON-PRESSUI LINE FITTING 1 $" MIN OF CAL10 UNION CONNECTION i(iv� e 80 a =e Pada o' Vis.- PEA GRAVEL (MIN.3 C.U. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR (TIP. 2 PLACES) PVC ELBOW PVC LINE PIPE COMMON WIRE PVC SL IP'.'LY LINE FITTINGS(SXSXS) CONTROL WIRE -f NOTES: 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. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX vEc! _15 not to -.-.a I e _ MAIN SUPPLY, LATERAL AND WIRING fLATERAL WIRING MAINLINE PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF DIRECTION GREATER THAN 30 DECREES REMOVE TAPE AND BUNDLE WIRING AT TIES AFTER ALL CONNETONS 10' O.C. MAXIMUM TO MAINLAINE. HAVE BEEN MADE PLAN VIEW NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN "THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING pa�ar� M�Io�a D)(9_\ �na0 not to scale POP-UP SHRUB HEAD WALK OR CURB 1 1/2" FINISH GRADE " 1 1/2' ja a 1-111 _ E 1__-_I 11_1 I _-I I I-1 � 1_- 1I I-1 I I. , I 11=1 I I III^I I I!I I lel 11=1 11=1 11 =1 I iI i 12 111 I II1111 SCH 80 PVC NIPPLE A -- THREADED BOTH ENDS PVC STREET ELLS NOTE: 0 INSTALL 12" SHRUB POP—UP HEAD 1 1/2" ABOVE F.G. o � F.G. — 1 1/2" BELOW WALK OR CURB o CHECK VALVE FOR LOW HEAD DRAINAGE CO) MCD oriG�rr�aa�0 not to scale OF 14 WHITE WIRES (COMMON) BLUE WATERPROOF ALL WIRE CONNECTIONS AS PER STD. 1 BLACKED MASTER CONTROL _ VALVE FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF FLOW METER SIZE F' tno I, .,, •gale ......... ,...ADE VIN FROM HARDSCAPES PRESSURE LATERAL LINE RAL LINE SSURE SUPPLY LINE (ROLL WIRES BACKFILL 6"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES. NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN 13E FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907. INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT. .10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2" SHALL .BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. CT7(P-Coho" Fi(0-1 GI not to scale CLEAN BACK FILL SATURATE AND COMPACT TO 907a HARDSCAPING . . .. NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE it —If II I C14 I I PRESSURE SUPPLY LINE W/SLEEVE I — CONTROL WIRE SLEEVE L� SAND BACK FILL 2" MINT�I 6" MIN NOTES: INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE' SCH. 40 PVC AND TO SE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE- EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED' BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT "ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. P_)I Cs,�V0hg L�J��CaJL;II - i not to ieALe Curb. Walk or Foundation Pnn-iln 1 ipAari per Plan Schedule 80 PVC Nipple Marlex Street Ell PVC Street Ell PVC Tee or Elbow PVC Lateral Line I Finish Grade Triple swing joint assembly req'd.—Typical Note:- Use Non- Leao Pipe Dope on all Swinn Joint Threads o G�a a not to scale VALVE BOX W/LOCK ruue•a-, /f7w/1C T 17 I I not to scale NOTE: ALL POWER WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION IRR. OF A TYP. INSTALLATION. coNr. SIZE OF EOUIPMENT - 46"W X 18'D X 54• RICH AND SIZE OF CONC. SLAB = 52'W X 24'D X 8' THICK W/I/4 REBARS AT 12' O.C. TYP 8' DUL X 12' D. BOTTOMLESS CROUNO WELL 3" WfTH PARKWAY COVER, FILL WITH PEA GRAVEL 4 S 4" TYP. 5/8"DIA x 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC PROVIDE 20 AMP 2 POLE BREMER M FOR NEW PUMPS WHERE APPUCABLE. RUy CONCRETE 50 A TEMPLATE EXTRA OUNNT 50 s R 120/240 POW 0 3W' 12 CIR PANEL CONDUIT FOR GROUND ROD �" — INSTALLATION L — 2 EXTRA 1- CONDUIT$ FINISHED GRADE GROUND FOR ELECTRICAL 3/4'C. 1#6 6c c�f��ac� lc��c�P11C�o» 1ro�Oc�F Enc' oeUre not to scale / I•-24 EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON 8Y EDISON.RI CITY ANY TRENCHING INSPECTOR AND ❑ CONTRACTOR PRIOR TO ANY TRENCHING OR WIRE PLACEMENT 36' i i GENERAL NOTES: Y I i PROVIDE 100A METER AND 5OAnP MAIN C/B WHERE INDICATED i 12" ON ORAW4NGS. PROVIDE PANELBOARD WHERE INDICATED ON ORNNINGS. i PROVIDE IARMATx1N CONTROLLER CABINET WHERE INDICATED i ON DRAWINGS. i TERMINATE AT EXLSTION HANDHOLE. PER S.C.E. COMPANY REO. , 90 VERIFY EDUCT LOCATION AND TERMINATION REO. WITH S.C.E. CO. , SWEET COMMIT RM PRIOR TO TRENCHING . EUS CONTROLLER WIRES CONDUIT AND CONDUCTOR SIM ARE 8"E0 ON NOMMETALLEC CONDUIT AND COPPER CONDUCTORS WITH TYPE 'THNN/"N- INSULATION. FRONT VIEW NTS I 10" 16" IRRIGATION CONTROL I^ BOARD 1 (1 METER FACES 1 I .IJ STREET I I 1 METER i 1 STRONG BOX' MODEL NO. S8- -24SS/120V I ' I I i I , 12' I I 9d SWEEP CONDUIT FOR ELLS CONTROLLER WIRES END VIEW _ T— i Oc�c��ri�oc� kateu./Controflev Endasare i not to scale 10" VALVE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE W/ LOCKING SOLT LID 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE 11=111=1? (=1 =TTI=1Tf�i! I— —TI �j—�I i! 11=11 I 1 I [=T=T�—I! I=I I HS iiTiTl T� T i II I f i i! 11=TI ill"tel I f I I I if1 i i1 I TEN fl F TI if I T11 6" MIN PEA GRAVEL 1 $ II it 2 x 4 RWD OR BRICK BRASS STREET ELL TYP. RASS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 REBAR. ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS �M" @� C k(�-)UP� @Q da0W 1;.- = EW 'r .J Q W 0 z _0 _V a: CITY -.*OF FONTANA w < N o 0 � N AS �;HOWJ W,a� r ae s • F 411 m � � 6 v 0. y -F = Q N �ANDSCgp QED Nf 4 O AI ' 5~� Fra k W �Cti Q R S r 1 J Z 3 V W sT Exp. qTF 0 o v OF CAL10 i(iv� CITY -.*OF FONTANA IRRIOATION 'PLAN TRACT NO, • 222 � � Musa� AS �;HOWJ W,a� r ae s • F 411