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Home My WebLink About3227-153051,542 s BOX TO 59 PLACED AT RIGHT ANGLE TO Z HARDSGAPE 1=DGE W/ VALVE M ETCHED IN LID GEAR DR IYMN 12"XIS" PLASTIC BOX AND COVER WITH SHRUB ROTOR CURL TYPE LOCKTEXPANSION LOOP (MN,24") WATERPROOF WIRE CONNECTION 111•tIN I=1/C RISER pT� HARDBCAPE VALVE BOX W/ LOCK CHRI8TY'S 117 TAG (STANDARD) ,qg \\ � IN I S�-I GRADE SECURE TO SOLENOID PIGTAIL 00 FINISHED GRADE m b° II��III1l��111��I1 It, 11111 �III��III��III��III��III�� FINISH GRADE j-3/4„ ° FINISH GRADE GATE VALVE 6" MIN. FROM HARDSG4PES —III—I i 1=1 I I =1 11=1 I I- 1=1 11=1 I I—III—III—I I }. EAVIr' D( T*fo (��/_ a o 'MSN STEEL PUNCH LOCK I I I I PVC MALE ADAPTOR • FASTENER (2 REQ'D) - _ 12 "MAIC TOP 12" -- — SOL 010 III -III -III III -1 =_ ' VAL -� PvC LINE PIP IllliilllE 1 CU. FT. PEA GRAVEL Illlill I-111NON-PRESSURE LATERAL LINE -III-II 11-_ III- Z Z I I ITI_TI=I I f I -I1 NON_PRESBURE 18„ MIN LINE FITTrNG IIIIIIIII IIIN �`' —III_—II I1=III=1I1= _ I I I I II LATERAL LINE ANION CONN1EGt10N �I I I I IIIII N -II► -►II =11► LATERAL LINE WITH PvC "b,��a,,. ' ♦ . e... e� d . yr �; �-- PEA GRAVEL - o eee -ee (MIN.3 CU. FT.) IIIL'III) MAINLINE _ -—_ PRSURE s3LIPPL1' LINE TME OR ELL PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR (TVP. 2 PLACE) — CONTROL WIRES _I I I.I I II I I hI I E I -III -1 I III -i I PVC STREET ELL P ELS PVC LINK PIPs , °• ° • =111—III T f^-- CLEAN BACKFILL SCH.80 NIPPLE COMMON WIRE PVC SUPPLY LINE FrtTINGB(SXBXS) 1=111=11... 111=1i 1= -I_T►—►_► _i IT=IT_►: 111XI 'X3011 GALV. CONTROL WIRL-/ N 1 11 LTi -H i 1 I I-=► ► I-► (_► ► ►- d I 1=1 I IHI I E III=III—III— III-T=III—I 1111111 '—III—III-I --III ANGLE IRON 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNI OTHERWISE NOTED 2” X 4„ RWD. BLOCK I =1 I I TITI I I—III —1 1=1I I- 1=T=' 2. WHEN MORE T44N ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 PT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTNM. 4. ONE VALVE PER VALVE BOX 6” MINI. SHRUB ROTOR TYP. S S REM®TE CONTROL VALVE GATE VALVE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO WALK OR CURES UP 14 WHITE WIRES LARGER THAN 1/2" IN SIZE. THIS WILL HE PERMITTED IN THE POP-UP SHRUB HEAD QUICK COUPLER VALVE (COMMON) INITIAL BACKFILL MEASURED FROM THE TOP OF PIPIT. THE REMAINDER t 1211 1m" VALVE BOX MARKED W/ 2" OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2" MINUS. 1 1/2" LEtTMRS READING Q.C. 12" MIN. -FROM HARDSCAPE MATERIALS BLUE ALL SACK FILL 18 TO BE SATURATED AND COMPACTED TO 12110%.e FINISH GRADE FINISH GRADE.......WATERPROOF ALL _ WIRE CONNECTIONS INSTALL ALL PVC PIPIT WITH LABEL UP. 1 1l a" ` ° n ea t I— -- ==1 11=1 11=1 11=1I 1=111=1 I1=111=1 11=1 11=1 11=1 11=1 1=1 I I =1 I I- -^ --- 11=1 I I -I 11=1 I I-1 I -1 I I I I I-1 11=1 I I -I 11=1 I I-1 I =1 I I I I f-1 I I-1 11=1 I I -I 11=1 11=1 11=1 11=1 11=1 11= -II I—I f I—III—(I f—f I f—III—f I I—I 11—f I f=1(I—I I f—I I f—( 1=(I f=1(I—I 11=111 I f 1=1 I I—I 11=f 11=1 11=1 AS PER STD. SNAKE ALL PIPES IN TRENCH.I� I I1 -1I I-1 I I-1 I I-1 I I-1 I I -1I I-1 I I-1 I I-1 I I I I1-1 I I -ITL -III -I 11=1 I I -III -I 11=1I I -I 11= b MIN PEA GRAVEL -I RED BUNDLE AND TA PE ALL CONTROL WIRES AT 10' D.C. TO PRESSURE _ _ I—I I I—I � 2 x 4 RWD OR BRIG( BLA MASTER CONTROL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 9m dEGREE =III= =III= BRASS STREET ELL t1'P. VALVE CHANGES IN DIRECTION. �� RAS$ NIPPLE 6 MIN � �.- PRESSURE MAIN LARGER THAN 2" SHALL BE P.Y.C. CLASS 31D SC;' -I so PVC NIPPLE THREADED BOTH ENDS FLOW SENSOR SMALLER THAN 2" SHALL BE Pv.C. SCHEDULE 40. PVC SNC 4m TEE OR ELL DIAMETER SAME SIZE CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN AS FLOW METER SIZE MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 24" OF COVER OVER PIPE 24" MIN. 04 REBAR, ATTACH SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE W/(2) STAINLESS STEEL BANDS MINIMUM DI LANCE DOWNSTREAM 3" AND LARGER. 5X DIAMETER OF FLOW METER SIZE NOTE: MINIMUM DISTANCE UPSTREAM NOTE. 0 INSTALL 12" SHRUB POP -Uig HEAD 1 1/2" USE TEFLON TAPE ON ALL THREADED FITTINGS SIZE DIAMETER OF FLOW METER ABOVE F.G. 0 F.G. - 1 1/2 " BELOW WALK OR CURB TRENCHING DETAIL LAWN/4"6" 8" SHRUB POP—UP HEAD QUICK COUPLEFK. FLOW METER WALK OR CURB — CLi:AN BACK TILL bATL1RATL' AND COMPACT TO 90'X HARDSC.APING • , „ .. • • •-• , ..•: - _ FINISH GRADE 411 MAX CONC. WALK OR CURB NATIVE BACW-ul" 2" MINUS n 1 1 NON PRlLaeuRE LATERAL LINE W/aI.EEYEJ PRESSURE SUPPLY LINE W/SLI&vC la 1 I e a a a ' I—III=1 I 1=1 I 1=1 I =1 �_� I �_� _ __ FINISH GRADE �• •� �`.. _— _— a .:, CONTROL WIRE &LERYR11=1 I I-1 I I-1 I l-1 I I-1 11-I 11-1 I El I I IE I .e °•. 4: s ! III III I'I I I_I I I^I y� MARLEX STREET ELL HI POP SHRUB HEAD PRESSURE REGULATOR IP Mimi ®. W AS 514OWN. 2„ MIN BCH 80 PVC NIPPLE ON elTa ORAWnNG SACKPLOW PREVENT 611 � THREADED BOTH ENDS — — — — — — — &""NM 040 BRASS NIPPLE Non& ® , — — — — — — — 1MN&4 MODEL (4 PLACES) INSTALL CONTROL WIRE 8L1oVE ADJACENT TO THE PREBeuRE SUPPLY LINE, ala PER SPCC, P1/C LATERAL LINE PVC STREET ELL `� �M UNION ALL SUMVES TO 52 BCH. 40 PVC AND TO 98 2X THC DIAMCTQR OF THC LINO TO 96 `t DRASS PIP■ * THIS DISTANCE TO 36” WHEN SLEEVING LANDER ROADWAYS AND COMMERCIAL l rw IM WITH �— LATERAL �fIVG PVC TEE OR ELL R!el.IEP PORT +�PAwA!�A L008i � BRASS BALL VALVE Bl 18 VALYL.' TRAI4IG WAY'S: SL=Yft SHALL SO e>,roND WAROSCAPIN TO POINTS AS R=U0S11= eY DOUBLE SWING JOINT BRASS PI LOCK BOX Nmf"N°T` 2 EA. PVC STEET ELLS IF SLAMS ARE TO 1511 USED AT A LA71 M DA'P'S„ CONTM407CR SHALL TAPE (NDS AND NOTE:%" f �_ T_ _ 04 RESAR PROVIDE A VERTICAL MARK AT ENDS Ole SLEIlVINb VISIBLE ON GROUND LEVl.L ^ 0 ALL BUBBLERS TO BE INSTALLED. _ 18" WITH TRIPLE SWING JOINTS NOTE: INSTALL HI -POP IRR. HEAD 1 1/2" ABOVE F.G. . =' _ 0 F.G. - 1 1/2" i3ELOW WALK OR CURB F.G. 1 1/2" BELOW HARDSCAPE CCNa 65ABiL► SUPPLY LIMB (TRUST BLOCK) FRONT SLA�PLY LIME C INTAKLU (DIaCHAROW BAC PLM ENCLOSURE 3/4" GRAVEL (on N" BELOW) aRAea asLeoW a SLEEVING DETAIL BUBBLER DEAD HI—POP SHRUB PLEAD b"� .. : • � . • . •' :-.a %•' '' , a ;� `' * DRAW UNION FINISH GRADE ..:. • , . ;;..•. �;. ' +• -. r BRASa BALL —III—III —III— ) I I—III—II I—III- • : MAI ,.ATFL MAIN SUPPLY LA"MAL a0 VOLT CONTROL WRIN4 WnxlNa� I � I, I � I; I I II � ISI � I=1 I I—I RISER : ::, :.�-:- •� .: ' ' ... *4 REBAR I=LANI b2ro LA"PUL 7 W i 2411;• .r— ,. — MAIN OR LATERAL LINE TEE OR ELL 12 t2 NNIMCeulvaMIEJR » l1 } : OR ELEVATION 12" NIPPLE 82LOW 4")"")06", 41 OR EGlL1AI. 2.R"fp60"X36" HIGH ELEVATION VIEW HINGED AT ONE END 92CUM TO 6"X0" FOOTING W/4" J DOLTS D (11=1PMENT TO BE CRNTERBD INSIDE HOUSING) . i. '•.4S .Gi _� - _._. TEE OR ELL — — — .— — MAIN OR LATERAL LINE lwrrALLJIa 1011e.1 POA VOLT Wile M Iq'Cl�k'iAT10P10 >T „�. Loe1AL MARLEX STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) GENERAL NOTES: eooa I. CONTRACTOR SHALL FORM ENCLOSURE AND REQWUEST INSPECTOR mo°"'°' A w LOW or mfle INALL c"'Afb Q VIIMGTIOIY ddMt! ALL PLAM 61sATM1 "4110N Dd1�r Ie9D11� • , P"'�"°""�"°01111111111I TIM HAVODON AMMMAM TArR AND ■LWDL/ WIIlIPq AT � '�'� r7ADd 121, NIPPLE PLA PR I OR TO POUR ING ENCLOSURE 2. CONTRACTOR SHALL USE 520-C-2800 CONCRETE W da 1`114~ 10 FOAN ANK PLAN VIEW MARLEX STREET ELL(PRIVATE)0VIlIt PVC STREET ELL(PUBLIC) a<y �~��0 SCHEDULE 4m STREET ELL 2782 _ 00 NOT INSTALL 120 VOLTAM OR HIGHER WIRE SCHEDULE 8m PVC RISER IN THE 9AM0 TRPNCH AS THE IRRIGATIONgnait CONTROL WIRING : CITY O F FONTANA NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE �'•4)► Sm PVC UNLESS OTHERWISE SPEC IF IED Dal �\Q' USE PVC STREET ELLS W/TEFLON TAPE FOR ALL `SOFMAI -W B /` C L®W LANDSCAPE PLANS PUBLIC JOBS 1`1 "x""' AUGUSTA DRIVE II AS SHOWN In'. _rPLUVENTER �TE, PIPING AND WIRING SWI N_G J®INT �, 1]IGn1E17! !w� �. LTE 3227 24 3051,542 s Z 00 m U WQ o�� o z r�es V1