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•...mom' "'i'Yay �v CONNECT VALVES TO WIRES PROVIDED FROM TORO 8000 CONTROLLER, LOCATED ON I. PULL EXTRA COMMON WIRE AND RED , VAVLE BOX. 4G SLUMP BLOCK WALL 9 4 --To :5096 6VE ... - ""�:_4�GYi 1st "� �`Zay-„,.�.,.:J =G�4�. 'zrra,�.s"'..-ry'xi�r .. m`...e—• .. ..... i INSTALL A 11/2” DOMESTIC LUATER METER PER CITY STANDAIROB COORDINATE LOCATION OF BACKFLOW PREVENTION DEVICE UUITH CITY INSPECTOR AND LANDSCAPE ARCHITECT. BAC<r-LOW TO BE A 11/2" FEBCO 625-Y REDUCED PRESSURE TYPE 54=r -LOW DEVICE. (ADD SHRUBS TO SCREEN AS NEEDED). AVAILABLE PRESSURE: $O PSI DE61GN PRESSURE; 52 PSI MAXIMUM GPM: 16 GPM I 'EXISTING 42" SLUMP BLOCK WALL WITH 30" WROUGHT IRON FENCE ON TOP cz t oil %1 Ir 1 u ©� -M ......... ....Am . -s'MIL, AL� ����• .� �il� EXISTING WROUGHT IRON FENCE & RIVER ROCK PIUASTE W z LLIQ w N 2 r SYMBOL MFS. MODEL NO. D00ft;CR f PTON RAD. GPM PSf -� TORO 510 Z-610-0OM-6Q a V .2.4 30 i TCRD 15'10 2-bP-CDM-SH z 4 --To :5096 6VE ... - ""�:_4�GYi 1st "� �`Zay-„,.�.,.:J =G�4�. 'zrra,�.s"'..-ry'xi�r .. m`...e—• .. ..... i INSTALL A 11/2” DOMESTIC LUATER METER PER CITY STANDAIROB COORDINATE LOCATION OF BACKFLOW PREVENTION DEVICE UUITH CITY INSPECTOR AND LANDSCAPE ARCHITECT. BAC<r-LOW TO BE A 11/2" FEBCO 625-Y REDUCED PRESSURE TYPE 54=r -LOW DEVICE. (ADD SHRUBS TO SCREEN AS NEEDED). AVAILABLE PRESSURE: $O PSI DE61GN PRESSURE; 52 PSI MAXIMUM GPM: 16 GPM I 'EXISTING 42" SLUMP BLOCK WALL WITH 30" WROUGHT IRON FENCE ON TOP cz t oil %1 Ir 1 u ©� -M ......... ....Am . -s'MIL, AL� ����• .� �il� EXISTING WROUGHT IRON FENCE & RIVER ROCK PIUASTE W z LLIQ w N 2 r SYMBOL MFS. MODEL NO. D00ft;CR f PTON RAD. GPM PSf -� TORO 510 Z-610-0OM-6Q QUARTER SPRAY HEAD V .2.4 30 i TCRD 15'10 2-bP-CDM-SH HALF SPRAT HEAD 8' .50 30 -� TORO 510 Z -6P -COM -180 QUARTER SPRAY HEAD 15' 85 30 Q TORO 1510 Z -6P -COM -ISH HALF SPRAY HEAD 15' 1.65 30 ® TORO $10 Z -610 -COM -4 -EST END SPRAY 4 x IS' .45 30 ❑ 'T6 R6 1510 Z-610-COM-4-SSST SIDE SPRAY 4 x 30' W 30 Q Oleo 30Q = t �. - Z S ' v 2 I�02 ROTOR 2C ` .-? 2 3� QZ '50 go 300' !2 -15 - 0* /Vox- ROTOR Z $' 1, 36 36; i Z 0 15L•ec-P-101z t)yli� WA•TR WSS villi' 1a - SIZES INDICATED MISCO SRA.% BALL VALVE OR EQUAL - LINE SIZE FEHCO REDUCED PRESSURE TYPE BACICpLOW DEVICE. - SEE NOTE �M WATER METER - REFER TO ,CIVIL PLAN. CLASS 200 PVC LATM�=,L Lllti« - 12" COvEn I% ILANTING AREAS, PVC SC.H 40-24" COVER MILER PAVING. PVC 3CH. 40 MAINLINE 11/2" AND SMALLER CLASS S 315 PVC 2" AND LARGER- IS" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED PVC CLASS 200 WIRE SLEEVE - SIZES AND LOCATION BY CONTRACTOR. PVC SCHEDULE 40 MAIN AND LATERAL LINE SLEEVE 2 X DIA. OF PIPE. INDICATES VALVE STATION NO. X INDICATES CONTROLLER X INDICATES GPM INDICATES VALVE VZ - F1 F- f w, ii t 1 R t Ot _ _ _ _ 14 _ Qi t T 0 i 2R 7d �i 1 35 34 33 .w� I 3R t wi __ _ 7 _ QI I 2 =I TR' I RETENTION BASIN I I ! w z� MICALLEF _ TREE O SIFRRA AVF TCS TNF R1=TFNTI(1A1 RACIAI Nr!5 :i—srvY+r a� CITY • OF FONTANA, -CALIFORNIA I RR la AT I ON WORST CONDITION o se". �4L.C.,4' ION AOR Ri'r�SION 8,48IN TR 13504 STATIC PRESSURE: 8P 1=61 DESIGN PRESSURE: 5B P61 VALVE: t�Pl'?: - I.C.E. EXP. Cc j0w0 xX 0 () W a LL Z a a�� SIzE item 1=81 W� 11/2 " WATER METER 4 I i 0/2 " BACKnow DEVICE 13.0 008 �w 11/.4 AGATE VALYS 125 v) U Z 11/1; " SCH 40 MA INL INS 2.5 ZOC CO z -, JZC4 c!) i 4" R1rMOTE CONTROL VA.VE 2.0 ,W CO BCH 40 PVC LATERA!. LINES &.0 TOTAL. S1'5TMM LOSS 7AS IRRIGATION HEAD PRESSURE 30-00 ELEVATION GAIN + S I'T. -3.9 TOTAL SYSTSM LOS16 AVAILABLE PRESSURE 8O PSf RESIDUAL PSE + 22 PS( �SS\ONAL LANs CHAF� 9A�, -3poj rhe 'supervision Of: Date: CITY • OF FONTANA, -CALIFORNIA Dmwm BY: o se". DESIUM BY OAT£: CHEM BY APPROVED B• � / . • 4!/,Gz�DAiE• q -ENGINEER R.C.E. 25126. EXPDATE 12/31/9. OMNO.: I.C.E. EXP. i V Zw, ti ti - o 6VZ�id W Z co cy as N M arcZZ Q Cc j0w0 xX 0 () W a LL Z a a�� W� a WZO�an a Waco a a 008 �w v) U Z a ZOC CO z -, JZC4 c!) O ,W CO J It Z-0 a W ()0 0 cy) U. zT U O~ Z z � Z �y 4< O LL Aj 5 -26 -on A - h\ \ 12- r-oi 4 L� D oAYM BY LDA aHECKM -- — DML DAn 2/25/OfJ roe No 02109 SCS _ 1"=20' 0 20' 40' 60'