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Home My WebLink About4273-3SOME IRRIGATION EGIUIFVENT SHOWN IN HARDSCAPE FOR 'GRAPHIC CLARITY ONLY. ACTUAL MAINLINE »D EaC I11PMENT TO BE PLACED IN LANDSCAPED AREAS. '3CAL i4 kito kri IN - - - --- I ADJACENT TO *ERwwt t l BLANKET ! tALLED. MATCHL;INE B SEE SHEET 2 20 FRIaTICN f L03 SAL' N' 2 ISPivi 1-112" HATER METER -I/2" BAGKFL0III PREVENTER ENTBR ELEVATION GHANA LATERAL LINES MAIN LINE (040 LF) FITTINGS (20% OF MAIN LINE) I -I" MASTER VALVE 1-I12" CONTROL VALVE MISC. EOUALS TOTAL PSI LOSS H FTER PRESSURE (.ESS TOTAL PSI LOSS MINIMUM TO F-ART1-t '"T HEAD SPRINKLER OPERATNS PRESSURE RESIDUAL I lATIE R PRESSURE L4 1250 6.4 2.0 6,5 L6 1.0 1.0 2.0 34.2 6E; P.J.N. 542 53.8 .00 23.6 60 Scale I" = 20' INFORMATION OBTAINED FROM IGIET## FONTANA Y AIM CO.: 01/24107, (626) --6183 OWWWWWYMAAWAISAN DIAL BEFORE YOU DIG TOLL FREE A PUBLIC SERVICE hVINAIONAMMANONA ate, ii)TWO WORKING DAYS BEFORE YOU D I C - 1-800_227-2600 BY UNDERGROUND SERVICE ALERT City ofFontana Irrigation Controller Standard For Communities Facilities Districts (CFD) Toro Sentinel controller installed in an approved -PProved stainless steel Edison meter box enclosure. Contact Aqua Flow with the following numbers for the City of Fontana meter/controller. Fontana Part # for a 36 station controller ESB36-U2-MPEA161OK-0B1-VRA Fontana part # for a 48 station controller ESB48-U2-M PEA 1610 K -OB 1 -VRA Contacts: Aqua Flo Tom Raden Phone # (805)895-8909 Fax # (661)718-0192 CITY ENGINEER RICARDO SiANDOVAL. REVIEWED BY:: Slmethy Rasta& DATE DATE OF LAST REVISION: 1--28- CITY OF FONTANA IRRIGATION CONTROLLER SM. PLAN NO. 5005 SIH OF VALVE NO. J i�1�.T1C�N 1LOSS) I 5 'M 1-11"2" PLATER METER I -I/2" BAGKFLO Pi' 1" VENTER ELEVATION CHANGES: LATERAL 'LINES MAIN :LINE (810 LF) FITTING (2 OF MAIN LINE) 1 1/2" MASTER, VALVE 1 1/2" CONTROL VALVE MISC. !OVALS TOTAL PSI LOSS HATER PRESSURE LESS TOTAL PSI LOSS MINIMUM TO PART MEAD SPRINKLER OPERATING PRESSURE RESIDUAL (NATER PRESWRE 3,5 1250 5.0 2.0 6.1 12 2.0 535 68 PSI. 555 545 30.00 24.5 v. REVISION ORPPTION DAIE QTY. 1RizI6ATION EQUtPHHT LE6END 5)1DESCRIPTION I'TION MANUP. MODEL P51 sit RAD. NOTES e POP-UP SPRAY SPRINKLER RAIN BIRD 1806 -SAM -P1 -8H 50 0.52 8' APJ)5T A5 REWIRED, SEE DETAIL A SST 6 $ POP -Ula SPRAY SPRINKLER RAIN BIRD 06-SAM-PR5-DVI so VARIES ADJUST A5- REWIRED, SEE dETA1L A SIEET 6 • POP-' SPRAY SPRINKLER RAIN BIRD 12-5A14-PR5-60 50 0.26 8' ADJJST AS REWIRED, SEE DETML, A SIFT 6 O POP -IP SPRAY SPRINKLER RAIN BIND 1612 -SAM -PRS -6H 50 0.52 8' ADJUST AS nailIZIED, SEE DETAIL A SHEET 6 O POP -4P SPRAY SPRINKLER RAIN BIRD 1812-5AMPR5-6YM 50 VARIES 8' APT A5 REWIRED, SEE NAIL A SHEET 6 • POP-UP SI I AY DINKIER RAIN BIRD 1512 -SAM -PRS -U-100 50 0.541 10 Al JIST AS RECI.111eD, SEE ,: DETAIL A SHEET 6 ✓ POP-UP SPRAY SPRINKLER RAIN BIRDAMPR511-10H 30 0:1g1 ArmisT A3 REWIRED, SEE DETAILA SHEET 6 ✓ POP-UP WRY SPRINKLER RAIN BIRD 1612 -SAM -PRS -U -10P 30 I.58 101 AI7.JI<JST AS REWIRED, SEE DETAIL A SHEET 6 ✓ POS' .PRAY .SPRINKLER RAIN BIRD 1812.5AM- 10VAN 30 VARIES 10' ADXST AS REWIRED, SEE perm. A SIFT 6 O PCP -UP SPLAY SPRINKLER RAIN BIRD 1612 -SAM -U-15H 50 1..85 15' A P L)9T AS REWIRED, SEE FAIL A SST 6 • POP-UP SPRAY SPRINI<LER RAIN BIRD 18.12-Sk+1=-i - 5VAN 50 VARIES 15' AP.11JGT AS REWIRED, SEE DETAIL A SET 6 O 'POP-UP SPRAY SPRINCLD4 RAIN BIRD 1812-5A18VA1 50 0.26 6: ADXST A51 U1REr), WE DETAIL A SHEET 6 • POP-UP SPRAY SPRINKLER RAIN BIRD 1612 -SAM -PRS -4555T 50 121 4%501 ADXST A5 RF UII ?, see DETAIL A SI.EET 6 4 POP-UP SPRAY SPRINKLER • ELECTRIC CONTROLLER RANN BIRO TORO 12 M4PR IS EST in ELECTRIC: METER 50 .62 4%5' ADXST AS RE . IRS, SEE DETAIL A SIS' 6 FIELD ,SATELLITE CONTROLLER SE DETAIL B .3 T 6 INSTALLED IN CONTROLLER ENCLOSURE SEE SfEET ►- 8ATE VALVE NIHCO T -115 -LINE SIZED SEE DETAIL. C SHEET 6 IRRISAT10N CONTROL VALVE SUPERIOR 50D)+PAS SERIES -SIZE AS % M SEE DETAIL E SHEET 6 1,4 R. P. BACKFLOW PREVENTER 1�EILIGII 1-1/2"-3v IVE STRAINER ASM. DEE DETAIL F SHEET 6 • A4JIGK COUPLER VALVE RAINBIRD 33DU 1 (3/4") "E DETAIL D %CET 6 AO MASTER VALVE SUPERIOR I-41-5000 SERIES -NORMALLY OPEN INSTALL 1N LOCKING PLASTIC V.\1E 80X MOH SENSOR DATA 110USTIRIA;L 3OP-13 TA1.LtANUP. i3FNdATtt�NS SPARE COMMON AND PILOT HIRES. DOLOR TO rJIFPER FROM SITE HIRING- SEE 1 ITTEN _SPECII=ICAT10NS SHEET 2 PROPOSED 1-U1" HATER ME Ti BY aTHERS CiONFIRII LOCATION IN THE FIELD Cr DCH. 40 PUC PIPEMIRE SLEEVE UNDER ALL PAVING BURY MIN.. 24"- 517.1: PER CHART ...,. -- 2" CL. 315 PVC MAINLWE - -�-�-�--�-- Sal 4 PVC LATE AI...INE EURY MIN. 18' SEE IeTAIN. 6 5IST 6 BURY MIN. 121 SEE DETAIL 0 %MT 6 VALVE 1ER VALVE rxmmo eft.9 VALVE SIZE PIPE 517/ 1 3/41 111 1' 1111 1-1/4" Illil _ 1-1/2" III Itt NOTE: NO PIE SIZES SMALLER THAN 3/A* IRRIGATION SPECIFICATIONS ALL �HOR�K�'SHALL BE IN ACCORDANCE PI�IjTH 'T �j� Girt. OF I NTA'�NAS LANDSCAPE '�]�QDEV DEVELOPMENT STANDARD LANDSCAPE SPECIFICATION MANJAL: FOR s " , SV E3 PARKS. • VERIFY ALL CONDITIONS AJC DIMENSIONS PRIOR TO COMMENCING ANY WORK, NOTIFY 'DE LAN AFE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS FOUND.CONTRACTOR 'SHALL THOROUGHLY FAMILIARIZE HIMSELF -NTH ALL SITE CONDITIONS PRIOR T0 131IMING OR COWENCING HORK. EXTREME DARE SHALL BE EXEIRCISED 144EN HPRK*N& A JACENT TO ANY STRUCTURES OR UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE E FOR LOGATIN& ALL EXISTING UTILITIES AND REPAIRING ANY DAMAGES CAUSED BY -HIS HORK AT NO COST" TO THE OMER. IRRIGATION DE51&N 15 BA ON AN AVAILABLE MTER PRESSURE. OF 66 P.5:I. HITh A MAXIMUM SYSTEM !MALI) OF S4 0P.M. G0NTMGTOR SHALL VERIFY DATA PRIOR TO COW01C1145 PiORK. HATER AVAILABILITY INFORMATION HAS OBTAINED FROM FONTANA HATER COMPANY, MAKE POINT OF CONNECTION AT TIE HATER METER AS SHOHN ON THE PLANS AND RUN A I-111: SC.H 40 P.V.C. MAINLINE 16" DEEP TO -AREAS 14413e VALVES ARE LOCATED. INSTALL A LINE 51ZED GATE VALVE IN A ROUND PLASTIC SOX AT P.O.C. FOR EMERMCY SLUT -OFF. THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE E FOR TI- INTERPRETATION OP THE ORAHING5'SHOULD A QUESTION ARISE. PIPING SHORN ON IV PLANS IS: ESSENTIALLY DIAGRAMMATIC., ROUTE PIPING AND LOCATE VALVES TO AVOID GC NFi ICT I+ NTH STATIONARY ELEMENTS. }*EN VERTICAL. OBSTRUCTIONS (FIRE HYDRANTS LIGHTS, TREES ETC)` 'INTERFERE HIM THE SPRAY _PATTERN OP THE HEADS, THE IRRI6AT10N CONTRACTOR SHALL NEW ADJUST .Th SPRINKLER SYSTEM AT NO ADDITIONAL. COST TO THE OI1N , BY INSTALLING A QUARTER OR }CALF LEAD SPRINKLER ON EACH SIPE OF THE OBSTRUCTION 5D AS TO pRoytrx PROPER C01 ERA . LOCATE ALL VALVES AND BACKFLOW DEVHGE IN SHRDS BEDS *ERE POSSIBLE. HIRING FROM THE CONTROLLER TO .THE VALVE SHALL BE DIRECT BURIAL A.F31., MINIM)M 14 GAS. PROVIDE CONTINUOUS ` SPARE HIRES TO VALVE(S) FURTHEST FROM THE GONTROLL. LOOP MIRE INTO EACH VALVE BOX ALONG THE MAINLINE NITH A MIN. ►" EXPANSION COIL. SPARE HIRE 15 TOBE A DIFFERENT COLOR PROM 011.ER CONTROL HIRES. LABEL HIRE SPARE IN CONTROLLER. PROVIDE CHECK VALVES AS NEEDED TO ELIMINATE ALL LONI HEAD. DRANNASE. AIL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND. sTram 1-:V,i.. MILL NOT BE PERMITTED NITHOVT PRIOR APPROVAL OF TLE LANDSCAPE ARCHITECT. CONTRACTOR SHALL PROVIDE COMPLETE AND ACCURATE mow) DRAWL :TO THE CITY UPON GOMILE't"10N 0F THE PROJECT. DRAh1INSS SHALL INDICATE: ANY CHANGES fltOM TIS 0RN61NAL PLANS AND Dolmas OF VALVES, WICK COMERS, CONTROLLERS ANP ALL OTHER BRUIPNENT FROM STATIONARY POINT OF REF1E. . DESI&N INTENT I5 TO PROVIDE C.OMIPLLETE IRRIOA71ON. COVERAGE TO ALL PLANTED AREAS, NW:CHANGE MAY OCCUR, CONTRACTOR 15 RE )I .P TO PROVIDE 100% TO ALL AREAS. IN NO INSTANCE SHALL HEAD SPACING. EXCEED D. SS% OF MANPAOTURERS RECOMMENDED SPACING FOR COVERAGE. CONTRACTOR SHALL NOT KNOKINGLY INSTALL A SPRINKLER SYSTEM Ir11TH IMPAI R GOVERA6E, FAILURE TO NOTIFY. THE LANDSCAPE AIRGHITEGT SHALL 'RESILT IN THE CONTRACTOR REPAIRINEAMACING.SAID SYSTEM AT THIS OR HER EXPENSE ALL SPRINKLER HEADS INSTALLED ADJACENT TO CURES ANP WALKS SHALL BE POP-UP TYPE. IN NO INSTANCE SHALL RISER TYPE SPRINKLER51 ! INSTALLED ADJACENT TO PEDESTRIAN AREAS. THE cowiRAcToR SHALL FLUSH AND ATXUST ALL SPRINKLER HEADS FOR OPTIMt1M PERFORMANCE AND TO MINIMIZE OVERSPF Y ONTO I PALS, ROADWAYS AND/OR BUILDINGS. THIS SHALL INCLUDE -SELECTING Tf1E.BEST DEGREE OF ARG TO FIT TE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLONnI CONTROL AT ` EACH VALVE TO OBTAIN THE OPTIKM PRESSURE FOR EACH SYSTEM. ALL .#'IPINJO AND HIRING UNDIM PAVING SHALL BE SIJEEVED IN A SCI.40 PVC PIPE, SIZE AS REWIRED AND 1^11114 A:MNNIM IM COVER TO -F114151 -E2 PAVEMENT 6RAPE OF 24". ALL EWIPMENT SHALL BE INSTALLED PER PETALS, IN THE A5. ENCE OF DETAILS, INSTALLATION SHALL BE IN AGC.ORI3Aa HIM Tl- STANDARD 1:'RAG110E TIS INAce. CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND HORKM1A+NSH1P FOR A PERIL O OF OP4E YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OMER. " .. - IN T. - SH0i'41NG TIE INATEt7 CONTROLLER CHARTIE CONTROLLER PROVIDE A COLOR LAM VALVES AND AREAS SERVED BY EACH VALVE. TRUGTI CONTRACTOR M 1' OBTAIN ALL NECESSARY PERMS BEFORE 1NN1Nc5 CONS C7N�1, THE FROM THE CITY. THE IRRIGATION SYSTEM WILL BE TESTED' 3Y Tit ONNERS REPRESENTATIVE IN THE FIELD BEFORE FINAL APPROVAL. INSTALL ALL COMPONENT'S PER CURRENT UP.C. AND LOCAL Gam. CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE 1'4ORKIN8 EW1RONMENT. DAY AND NIGHT BARRICADES NEST BE PROVIDED FOR ALL OPEN TRENCHES. TIE C0NTRADT0R SHALL BE RESPONSIBLE FOR CONTACTIN G TM UNDERGROUND SERVICE ALERT AT 1400-422-4M AT LST 48 HOURS PRIOR TO TRENCHING FOR SACT UNDERSROUND UTILITY LOCATIONS. THE CONTRACTOR ASSUMES ALL RESPOMISILITY FOR THE REPAIR OR REPLACEMENT OF UN,ERGROLND UTILITIES t STRIICTUI4ES WHICH ARE DAMAGED DURING THE CSE OF GCiMP'LET1N6 THIS P4ORK. REFER TO SHEET 6 FOR CONSTRUCTION DETAILS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. CAPE ARCHITECTS, In LANDSCAPE Ancurrserun IRRIGATION CONSULTANTS 15 South lith Street - Redlands, Califxs (909) 798-749 Fax 9Q9 807 -8235 cA .Lie. No. 2725. c. No. -488 RECORD DRAWING BY: la DATE: $/26/19 ITY� OF FONTANA, CALIFORNIA TRACT NO. 17884 CFD AREAS DRAWN BY: CAD DESIGNED BY CR_ CHECKED - BY. -M'S IRRIGATION PL SCALE: 1 "=2O' DATE:4/5/07 DRAWING NO.: 4273