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HomeMy WebLinkAbout5058-5IRRIGATION SCHEDULE ®® RAINBIRD 1804—PRESSURE CCMPENSATING BUBBLER (SHRUB) 13 RAINBIRD 1804—PRESSURE COMPENSATING BUBBLER (TREE) RAINBIRD 1804—PRESSURE CCMPENSATING BUBBLER (PALM) APPROVED — P.V.C. SCH. 40 MAINLINE J SIZE 1-1/2" AND SMALLER APPROVED — P.V.C. SCH. 40 LATERAL LINE (SEE PLAN FOR SIZE.) APPROVED — P.V.C. SCH. 40 MAINLINE SLEEVE; 2 AT EACH LOCATION 2X THE DIA. OF PIPE TO BE SLEEVED APPROVED — P.V.C. SCH. 40 IRRIGATION WIRE SLEEVE 1-1/4" SUPERIOR MODEL 950 AUTOMATIC VALVE ® RAINBIRD 33DNP, 3/47QUICK �OUPLER Q , 1" METER INSTALLED PER CIT" STANDARDS ►� NIBCO SI -7 BRASS GATE VALE ® FEBCO 825YA—BACKFLOW DEUCE MATCH METER SIZE, WITH CITY APPROVED FLOW METER. DATA INDUSTRIAL IR220 P—SIZE METER. ® WILKINS 500 SERIES PRESSURE REGULATOR Q 10" ROUND PULL BOX MODLEi 211 CR FOR IRRIGATION WIRES AT STREET CROSSINGS AO TORO SENTINAL CONTROLER, FONTANA PART# ESB36—U2—SB1852—OB4—VRA ® SUPERIOR 3000100 MASTER \ALVE 1" TORO TFS FLOW SENSOR 1E NEW ELECTRICAL SERVICE PEOSTAL (SEE ELECTRICAL PLANS) © PROPOSED IRRIGATION CONTROLLER (SEE ELECTRICAL PLANS) VALVE/CON TROLLER SEQU EN CC VALVE SIZE GALLONS PER MINUTE PSI GPM REMARKS 20 .5 SEE DETAIL 20 .5 SEE DETAIL 20 .5 SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL INSTALLED IN STANLESS STEEL CABNRT PER DETAIL. AVAILIBLE AT: AQUA FLO; CONTACT COREY RADEN AT CRDEN@AQUAFLO.COM SEE DETAIL SEE DETAIL SEE DETAIL IRRIGATION NOTES: IRRIGATION SYSTEM LAYOUT: 6,239) = DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD BE AWARE OF THE CONTRACTOR SHALL VERIFY STATIC PRESSURE A' THE SITE PRIOR TO BEGINNING ANY WORK. POSSIBILITY THAT THE NEED FOR MINOR ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE IF PRESSURE IS INADEQUATE TO OPERATE THE cYSTEM DESIGNED, CONSULT THE LANDSCAE NECESSARY TO PROVIDE PROPER COVERAGE. THESE ADJUSTMENTS COULD INCLUDE NOZZLE ARCHITECT PRIOR TO STARTING ANY WORK. IF PIESSURE EXCEEDS 85 P.S.I., A WILKENS 500 CHANGES AND/OR ADDITION OR DELETION OF INDIVIDUAL HEADS TO COMPENSATE FOR SERIES -PRESSURE REDUCER, LINE SIZE, WILL BE REQUIRED. CHANGES MADE ON THE SITE. IRRIGATION MAINLINE AND VALVE LOCATIONS SHGNN ARE SCHEMATIC. INSTALL MAINLINE IN PF x HA (S.F.) LANDSCAPE AREA, ADJACENT TO LATERAL LINE VHERE DESIGN ALLOWS. INSTALL VALVES IN IRRIGATION VALVE PLACEMENT: LANDSCAPE AREA, IN SHRUB BEDS WHEN POSSIE-E, SO THAT THE VALVES MAY BE THE CONTRACTOR SHALL SET THE IRRIGATION VALVES IN SHRUB BEDS WHENEVER POSSIBLE. CONCEALED WITHPLANT MATERIAL. THE VALVES ARE SHOWN IN A DIAGRAMMATIC STYLE FOR THE PURPOSE OF PROVIDING A 19600 CLEAR CONSTRUCTION PLAN. INSTALL ALL MATERIALS TO COMPLY' WITH LOCAL CODES AND ORDINANCES. L THE CONTRACTOR SHALL BE RESPONSIBLE FOR IISTALLATION OF ANTI—DRAIN VALVES ON ALL PRESSURE COMPENSATING SCREEN: DRAINING HEADS. NO LOW HEAD DRAINAGE WILL 3E ALLOWED. CONTRACTOR SHALL INSTALL ONE (1) RAINBIRD PRESSURE COMPENSATING SCREEN PER HEAD CONTRACTOR SHALL ADJUST ALL HEADS TO ELIMNATE OVERSPRAY ONTO FENCES, BUILDINGS, IN ALL IRRIGATION INSTALLATIONS. USE OF THE SCREENS WILL AID IN RADIUS REDUCTION, A-3 OVERSPRAY CONDITIONS AND FOGGING IN ALL PRESSURE SITUATIONS. WALKS AND PARKING AREAS. SUM FINAL LOCATION OF AUTOMATIC CONTROLLERS AI'D BACKFLOW PREVENTERS SHALL BE SLEEVING: DETERMINED BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. OWNER SHALL SLEEVES SHALL BE PLACED UNDER ALL DRIVEWAYS WHERE IRRIGATION LATERAL, MAINLINE AND PROVIDE 110 VOLT SERVICE TO CONTROLLER. IRRGATION CONTRACTOR SHALL MAKE FINAL WIRE WILL CROSS. SLEEVES SHALL BE PVC SCH 40, TWICE THE DIAMETER OF THE PIPE, HOOK—UP TO CONTROLLER. MINIMUM BURY 24". MINIMUM DISTANCE PAST EDGE OF DRIVEWAY OR CONCRETE WALK SHALL CONTRACTOR SHALL FURNISH ONE (1) QUICK COUPLER KEY AND HOSE SWIVEL TO THE OWNER BE 24". WATER AND WIRE SHALL NOT BE PLACED IN THE SAME SLEEVE. FOR EVERY FIVE (5) VALVES. - 1 Day/Week 2 Minutes ALL IRRIGATION SHRUB HEADS ADJACENT TO SID[WALK SHALL BE INSTALLED WITH POP—UP SLEEVING INSTALLATION NOTE: BODY AS SPECIFIED IN THE IRRIGATION LEGEND. ;UBSTITUTIONS SHALL ONLY BE ALLOWED WITH SLEEVING SHALL BE MARKED AT EACH END AT THE TIME OF INSTALLATION WITH A PAINTED PRIOR WRITTEN CONSENT OF THE LANDSCAPE AfCHITECT. SPOT, OR OTHER SIMILAR MARKING, ON THE BACK FACE OF THE CURB. METALLIC BACKED 2 Days/Week 2 Minutes LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12" REFER TO IRRIGATION LEGEND, THIS SHEET, FOR )EFINITION OF SYMBOLS AND DESCRIPTION OF DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION" IN 2" HIGH CAPITAL MATERIALS. LETTERS EVERY THREE (3) FEET ALONG TAPE. STATIC PRESSURE: RIGHT OF WAY INSTALLATION NOTE: CONTRACTOR SHALL VERIFY STATIC PRESSURE INFIELD PRIOR TO STARTING ANY WORK. MAINLINE, CONTROL VALVES, BACKFLOW DEVICES, ETC. ARE SHOWN ON THE SIDEWALK FOR 4 DaysWeek 3 Minutes GRAPHIC CLARITY ONLY. ALL IRRIGATION TO BE INSTALLED OUTSIDE CITY RIGHT—OF—WAY. AT 4 DaysWeek 3 Minutes NO TIME SHALL AN IRRIGATION LINE CROSS A PUBLIC STREET. BACKFLOW DEVICE: _ 4 DaysWeek 2 Minutes BACKFLOW DEVICE AS DELINEATED ON PLANS. CONTROLLER: CONTROLLER SHALL BE AS DELINEATED ON PLANS. R.ECORD DRAWING Underground Service -Alert 0 SECTION 4216/4217 OF THE GOVERNMENT �F Y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION M AWA: (56.,4)(0.62)(0.7 x 6,239) = 152,716 GAL. PER YEAR 204 CUBIC -FEET PER YEAR METER ELEVATION 11,320.75 ETWU TABLE PRESSURE HYDROZONE PLANT WATER USE TYP(S) PLANT FACTOR (PF) HYDROZONE AREA (HA) (S.F.) PF x HA (S.F.) 1 ELEVATION M 0.5 R.C.V. 3,200 19600 2 PRESSURE © R.C.V. (REQUIRED) L 0.2 2 DayslWeek 2 Minutes 32039 608 2 Day&Week 2 Minutes 2 Day&Week 2 Minutes A-3 3 Days!Week 2 Minutes 3 Days/Week 2 Minutes SUM 2,208 ETWU: (56.4)(0.62)(2,208/0.71) = 108,746 GAL. PER YEAR 4 Days/Week 3 Minutes CIIIu M3M== w w w. t k e e n g i n e 2305 Chicago Avenue Riverside, Ca 92507 p 951.680.0440 f. 951.680.0490 e r i n g. c o m MONICA L ROBINSON LLA. No. 5891 EXPIRES: 7-31-14 UkNDSCAPE IMP90VEMENTS FOOTHILL EICL)LEVARD SIERRA AVENUE TO MANGO A)F.NUE i i IRRIGATION PRESSURE CALCULATION VALVE A-7: WORST CONDITION (FURTHEST VALVE) STATIC PRESSURE: HIGH=92 PSI, LOW=830 PSI WATER METER N0. 1 I 1" WATER METER ELEVATION 11,320.75 STATIC PRESSURE ! 65 R.C.V. SIZE i 1-1/4 R.C.V. ELEVATION IRRIGATION HEAD PRESSURE 1 19320.87 R.C.V. DEMAND (G.P.M.)/DESIGN PRESSURE30 FITTING LOSSES (10%11OF SUBTOTAL) STATIC PRESSURE © R.C.V. (REQUIRED) 80 APPURTENANANCE/PIPE PSI LOSS / GAINI PSI LOSS/GAIN WATER METER 1" @ 22 GPM —2.8 BACKFLOW PREVENTER 1 Com? 22 GPM —7.5 FLOW SENSOR 1" @ 22 GPM 0 MASTER VALVE 1 It ® 22 GPM —2.6 1 GATE VALVE(S) 1" @ 22 GPM —1.1 . l MAINLINE (SCH. 40) 1,-1/2" 191 LF @ 1.2-99 22 GPM —2.46 ±1 4" ® 22 GPM AUTOMATIC VALVE 1—/ —2.6 LATERAL LINE 3/4" 431 LF @ .119 22 GPPM —.48 IRRIGATION HEAD PRESSURE 1 20 SYSTEM LOSSES SUBTOTAL 38.55 FITTING LOSSES (10%11OF SUBTOTAL) +3.86 ! ELEVATION LOSSES/GAINS (ELEV. x .433) +.05 TOTAL SYSTEM LOSSES 42.46 AVAILABLE PRESSURE! (LOW) 80 (—) DEFICIT OR (+) RESIDUAL PRESSURE +37.54 IRRIGATION SCHEDULE VALVES MONTHS JAN FEB MAR APR M1AY JUNE JULY AUG SEP OCT NOV DEC A-1 3 Days/Week 2 Minutes 3 Days/Week 2 Minutes 3 DayslWeek 2 Minutes 3 Days/Week 2 Minutes 4 DaysNWeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysMeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysWeek 2 Minutes 4 Days/Week 2 Minutes A-2 1 Day/Week 2 Minutes 1 Day/Week 2 Minutes 1 Day/Week 2 Minutes 2 Days/Week 2 Minutes 2 DaysNWeek 2 Minutes 2 Days/Week 2 Minutes 2 Days/Week 2 Minutes 2 DayslWeek 2 Minutes 2 Days/Week 2 Minutes 2 Days/Week 2 Minutes 2 Day&Week 2 Minutes 2 Day&Week 2 Minutes A-3 3 Days!Week 2 Minutes 3 Days/Week 2 Minutes 3 DaysWeek 2 Minutes 3 Days/Week 2 Minutes 4 DaysNWeek 3 Minutes 4 DaysWeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysWeek 3 Minutes 4 DaysWeek 2 Minutes 4 DaysWeek 2 Minutes A-4 1 Day!Week 2 Minutes 1 Day/Week 2 Minutes 1 Day/Week 2 Minutes 2 Days/Week 2 Minutes 2 DaysNWeek 2 Minutes 2 Days/Week 2 Minutes 2 DaysWeek 2 Minutes 2 Days/Week 2 Minutes 2 Days/Week 2 Minutes 2 Days/Week 2 Minutes 2 DayslWeek 2 Minutes 2 Days/Week 2 Minutes A-rJ 3 Day"eek 2 Minutes 3 Days/Week 2 Minutes 3 DaysWeek 2 Minutes 3 Days/Week 2 Minutes 4 DaysNWeek 3 Minutes 4 DaysWeek 3 Minutes 4 Days/Week 3 Minutes 4 DaysWeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysWeek 2 Minutes 4 DaysWeek 2 Minutes A-61 Day/Week 2 Minutes 1 Day/Week 2 Minutes 1 Day/Week 2 Minutes 2 DaystWeek 2 Minutes 2 DaysMeek 2 Minutes 2 DaysWeek 2 Minutes 2 Days/Week 2 Minutes 2 DayslWeek 2 Minutes 2 DayrwWeek 2 Minutes 2 DaysWeek 2 Minutes 2 DayslWeek 2 . Minutes 2 DaysWeek 2 Minutes A-7 3 Day&A Veek 2 Minutes 3 Days/Week 2 I Minutes 3 Days=eek 2 I Minutes 3 Days/Week 2 Minutes 4 DaysNWeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysiWeek 3 Minutes 4 Days/Week 3 Minutes 4 Days/Week 3 Minutes 4 DaysWeek 2 Minutes 4 DaysWeek 2 Minutes i NOTE: This is only a suggested schedule and may meed to be adjusted to fit local environmental conditions. i MAINTENANUt"'E SCHEDUILE: THE IRRIGATION SYSTEM SHOULD BE INSPECTED ON A QUARTERLY BASIS, AND REPAIR ANY MALFUNCTIONS OfR DAMEGE TO THE SYSTEM FOUND. (REFER TO MANUFACTURER RECOMENDATIONS) i i SHOULD CONSTRUCTION 'OF TME CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE LANDSCAPE IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED MAVM Br -FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS � SHOWN IN A DILIGENT MANNER, THE CITY IRRIGA110N SCHEDUAL / CALCULAl10NS DAM MAY REQUIRE REVISIONS TO ey: THE PLANS TO BRING THEM INTO WTIR 09/09/13 CONFORMANCE WITH CONDITIONS AND ofpm ey: PPPoVn er, ooh: otaw" Ha: 5 STANDARDS IN EFFECT. bMR f IaWl-3 5058 14 ir CRY ENGINEER R.C.E. No. 61152