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HomeMy WebLinkAbout4952-5NOTE: INSTALL BACKFLOW PREVENTER AS REQ. BY LOCAL CODES MOUNT AUTOMATIC CONTROLLER AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. ON MOUNTING BRACKETS INSIDE APPROVED EDISON METER BOX I APPROVED VALVE Box RAINBlRD ID TAG: NUMBERED APPROVED PROTECTIVE ENCLOSURE CONTROLLER ENCLOSURE APPROVED VALVE BOX MASTER VALVE VALVE TO MATCH DRAWINGS SIZE AS REQUIRED REMOTE CONTROL VALVE APPROVED WATERPROOF REDUCED PRESSURE APPROVED GUARDSHACK APPROVED WATERPROOF CONNECTORS BACKFLOW PREVENTER ENCLOSURE (GREEN) BRASS OR COPPER CONNECTORS 0 PVC SCH. 80 EXPANSION LOOP CONCRETE FOOTING: INSTALL 3" NIPPLE &UNION NIPPLE &UNION. MINIMUM ABOVE GRADE AND SLOPE EXPANSION LOOP PVC SC.40 ELBOW BALL VALVE BRASS NIPPLES PVC MALE ADAPTER (2) TOTAL (4" MIN. LENGTH) CONCRETE AT 2% TO DRAIN TYP. 2 (TWO) PLACES WHITE PVC MALE ADAPTER 1" TURF AREAS 0 1" IN TURF AREAS BLUE FINISH GRADE 2" SHRUB AREAS [ ) VERIFY W/ LOCAL FINISH GRADE 2" IN SHRUB AREAS BRASS "Y" CODES REMOTE CONTROL VALVE WIRES: EPDXY FILLED WATERPROOF STRAINER W/ ) AWG OF #14 SECURE WIRES TO RED CONNECTOR OR EOUAL 60 MESH BRASS 90 ELL (TYP.) ON-OFF SWITCH CONTROL UNIT AT TERMINALS PROVIDED IN CONTROL LINT, BLACK PIG TAIL EXPANSION 12" MAX. MONEL SCREEN ) EXTEND ONE COMMON WIRE TO 12" MAX. LOOP (MIN.24" LONGI & BRASS PLUG FINISH GRADE ALL R.C.V.'S AND ONE CONTROL � BRASS UNION (TYP.) P . I _ Il�iIQATION CONTROLLER I 8" MIN WIRE TO EACH R.C.V. (TYPICAL) PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL COMMON WIRE SHALL BE TIED WIRE CONNECTIONS 18" MIN. I ( INSIDE PROTECTIVE ENCLOSURE - EaUALOCKING ITH PLASTIC D PLACE AT GRADE IN x I 4" THICK TURF AREAS AND 3" ABOVE IN - • • eo p°o •q°.o,0e • 8�;• WHEN REQUIRED. yc x x k PLANT BED, lCONCRETE PAD NGOPI Poo-, ° `°G o�e°oZ LE TECFIED EPTH ° DD dpoDPIG TAIL EXPANSION IDBWS RAVEo pOo°QLOOP (MIN. 3 CU. Fr.) vp° Cr . SIZE PER DRAWINGS Oa 0 ppd 4 a (COMMON) . co °n u° o�.°°eC•e°°�° ae� ° I I FG- I ( (l OF a BLUE ) PVC SCH. 80 NIPPLE, CORNER F VALVEBRICK, ONE AT EACBOX WIRES BRICK, ONE AT EACH PEA GRAVEL LENGTH AS REQUIREDTYP. TWO PLACES. . « .• • t- _ ,•i• •`d' '- . " MIN. 3 CU. FT. - MASTER CONTROL CORNER OF VALVE BOX ( ) RED CONTROL AND COMMON •-' ' ' . -• • ° ' 1 /2 BY 5 -FOOT MI VALVE WIRES. TAPE WIRES TO • . • i • ` ' ' d • •' • COPPER GROUND ROD. PRESSURE MAIN LINE BLACK PRESSURE MAIN LINE MAIN LINE °. -_• - CONDUIT AND IRRIGATION ANGLE TO SPECIFIED CONTROL AND COMMONI • : •. IIII II INTERCONNECT WHEN REQUIRED DEPTH WITH 45 -DEGREE WIRES. TAPE WIRES TO FLOW METER PVC SCH. 40 TEE OR 4' - II I I II II ' rEERICAL CONDUIT TO SOURCE ELBOWS, SIZE PER DIAMETER sAMEROL UNIT REQUIREMENTS PVC SWEEP ELBOW DRAWINGS. MAIN LINEs¢E As FLOWELBOW a4V., 60 HZ, 2 AMP. MAX. SIZE AS REQUIRED DIAMETER SAME SIZE METER SIZE °- AS FLOW METER SIZE NOTES: III II NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR CODED. NOTES: STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 12"X12"X12" CONCRETE 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V.. 1. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. THRUST BLOCK 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM OF CONCRETE FOOTING. 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. MINIMUM DISTANCE DOWNSTREAM OF 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. FROM P.O.C. PVC MAINLINE 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER SHALL BE PROGRAMMED TO UNINTERRUPTED PIPE 15x DIAMETER 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL 1N DIAMETER TO OF FLOW METER SIZE) DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD IRRIGATE SOLELY DURING NIGHTTIME (TYPICAL) DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC 5. SEE CITY OF FONTANA CFD IRRIGATION CONTROLLER STANDARD FOR MORE INFORMATION REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE MINIMUM DISTANCE UPSTREAM of OR METAL TO PVC MALE PIPE THREADS VALVE SIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR 4. MASTER VALVES 4 AND LARGER TO BE PROVIDED WITH I UNINTERRUPTED PIPE (tOX DIAMETER PIPING SIZE. FLANGED CONNECTIONS IN LIEU OF UNIONS. OF FLOW METER SIZE) 5 REMOTE CONTROL VALVE 1 REDUCED PRESSURE B.F. 2 AUTOMATIC CONTROLLER 3 MASTER VALVE 4 FLOW METER VALVE BOX LABELING NOTE: 24" QUICK COUPLING VALVE. HEAT BRAND ALL VALVE BOX COVERS IN 2 HIGH LETTERS APPROVED VALVE BOX I FINISH GRADE HIGH POP-UP HEAD APPROVED VALVE BOX TOP OF VALVE SHALL BE GATE VALVE PER EQUIPMENT LOCATED WITHIN VALVE BOXES. 2" BELOW VALVE BOX COVER LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES 1' IN LAWN AREAS LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES FINISH GRADE 1/2- STAINLESS STEEL FINISH GRADE 2 PLANTER AREAS " ., „ " HOSE CLAMP. 3 REQUIRED 1" IN TURF AREAS LABEL MV FOR ALL MASTER VALVES LABEL AR FOR ALL AIR RELIEF VALVES •: - 2" IN SHRUB AREAS LABEL "VALVE STATION" FOR ALL CONTROLL VALVES AS REQUIRED a FINISH GRADEN1.1 --0-_ 12" " v 6 MIN. 12" MAX. a - LEGEND - USE CARSON VALVE BOXES. 1. 10" DIAMETER CIRCULAR VALVE BOX. a' 12" MIN. BRASS NIPPLE O ROH PAS 4 , , ,' F , ; // , 18 MIN. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. STREET�EREABLE , ,� �. „ REQUIRED " „ NON -P 3. 14 x 19 RECTANGULAR VALVE BOX. PAVING ADJACENT 12" MIN. 12 4. 20" x 30" RECTANGULAR VALVE BOX. TO STREET NON PRESSURE ° 3 LATERAL LINE LATERAL ALINE, SIZE PER NOTES DRAWINGS PVC SCH. 80 NIPPLE, SIZE eo 0o a °O a oj� p oo ao o ° ° ° a opo°o° 00o So°°avOOi 8° °° ° 12,> AND LENGTH AS REQUIRED ° ° o ° p oap 00 ° �� ° ° a °o A. CENTER VALVE BOX OVER VALVE TO FACILITATE TYPICAL TWO PLACES CLEAN BACKFILL $ a ;�° p°OoD000 °oQo°o ao ° ° ° ° BRICK SUPPORTS aepOo� ° p $o°o ;d'° THREE REQUIRED SERVICING OF VALVE. PEA GRAVEL. poo °O o ° QO •a ICKSUPPORTS2 CUBIC FEET MIN.\\�R HREE REQUIRED) PVC MALE ADAPTOR B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN BRASS OR COPPER TYP. TWO PLACES MULCH COVER OR GROUNDCOVER/SHRUB AREAS - BRASS 90 DEGREE ELL NIPPLE & UNION 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. CONTROL WIRES PRESSURE SUPPLY LINE PRESSURE MAIN UNE PEA GRAVEL C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- PVC TEE (SXSXT) MIN. 2" OF CLEAN EARTH ANGLE TO SPECIFIED (MIN. 2 CU.FT) 3 COVER/SHRUB AREA WHERE POSSIBLE - INSTALL PVC SC. 40 OR ELBOW DEPTH WITH 45 -DEGREE IN TURF ONLY IF THERE IS NO ADJACENT GROUND- STREET ELBOW PRESSURE SUPPLY LINE ELBOWS, SIZE PER COVER PVC SC. 40 NOTES: DRAWINGS. 12" STREET ELBOW 1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND BRASS 90 DEGREE PRESSURE LINE FITTING SHALL BE INSTALLED ABOVE AND BELOW PIPING. STREET ELL BRASS 90 DEGREE Norc,E,STE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND 1_ D. SET VALVE BOXES PARALLEL TO ONE ANOTHER PVC SCH. 40 ELBOW 2. PROVIDE MINIMUM COVER of 24" ON PRESSURE SUPPLY LINES 3" 1.STREET ELL HAVE A 2" SQUARE OPERATING NUT IN LIEU OF BRASS HANDWHEEL AND PERPENDICULAR TO EDGE. AND LARGER. AND FLANGE CONNECTIONS IN LIEU OF UNIONS. v NOTES: 3. WHEN USING RECLAIMED WATER MAINTAIN MINIMUM 10' HORIZONTAL 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE 1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC. SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. BRASS OR COPPER 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOXWHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE NIPPLE LENGTH AS 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS PLAN VIEW 2 BOXES TO PREVENT THEIR DEFORMATION /COLLAPSE. 2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE #4 REBAR STAKE 36" LONG REQUIRED OTHERWISE APPROVED AND CORNERS. 3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD. NOTE: NOTE: CONTRACTOR TO USE PURPLE LIDS WHEN NON -POTABLE WATER 4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX WATER SOURCE IS USED (SEE PLAN) USING SCHEDULE 80 NIPPLE. X INSTALLATION HIGH, POP-UP HEAD 1 O TYPICAL TRENCHING 6 QUICK COUPLING VALVE 7 BALL/GATE VALVE 8 VALVE BO NS 9 Total Yearly Eta 56.40 Inches Irrigation System Information: Station :Plant Factor Irr Type : sq ft area ppt Efficiency GPM Run Days Cycle/Day CONT. A .._.... A27 56.40 0.5 1,800 Al 56.40 0.5 Al 0.5 Rotor 2,650 0.39 85% 20.00 5 3 A2 0.5 Drip 1,000 0.43 90% 5.00 5 3 A3 0.5 Rotor 3,010 0.39 85% 20.00 5 3 A4 0.5 Drip 1,390 0.43 90% 7.00 5 3 A5 0.5 Drip 840 0.43 90% 4.20 5 3 A6 0.5 Drip 1,040 0.43 90% 5.20 5 3 A7 0.5 Rotor 2,180 0.39 85% 14.00 5 3 A8 0.5 Drip 1,000 0.43 90% 5.00 5 3 A9 0.5 Drip 1,000 0.43 90% 5.00 5 3 A10 0.5 Rotor 1,340 0.39 85% 7.00 5 3 All 0.5 Rotor 1,340 0.39 85% 7.00 5 3 Al2 0.5 Drip 700 0.43 90% 3.50 5 3 A13 0.5 Rotor 1,900 0.39 85% 10.00 5 3 A14 0.5 Rotor 1,940 0.39 85% 10.00 5 3 A15 0.5 Drip 530 0.43 90% 2.70 5 3 A16 0.5 Drip 580 0.43 90% 2.90 5 3 A17 0.5 Rotor 1,290 0.39 85% 10.00 5 3 A18 0.5 Rotor 1,380 0.39 85% 10.00 5 3 A19 0.5 Drip 490 0.43 90% 2.50 5 3 A20 0.5 Rotor 1,150 0.39 85% 9.00 5 3 A21 0.5 Rotor 1,170 0.39 85% 8.00 5 3 A22 0.5 Drip 430 0.43 90% 2.20 5 3 A23 0.5 Rotor 2,230 0.39 85% 10.00 5 3 A24 0.5 Drip 880 0.43 90% 4.40 5 3 A25 0.5 Rotor 1 1,550 0.39 85% 10.00 5 3 A26 0.5 Drip 760 0.43 90% 3.80 5 3 A27 0.5 Rotor 1,800 0.39 85% 13.00 5 3 A28 0.5 Drip 850 0.43 90% 4.30 5 3 A29 0.5 Drip 760 0.43 90% 3.80 5 3 A30 0.5 Rotor 1,920 0.39 85% 11.00 5 3 A31 0.5 Drip 620 0.43 90% 3.10 5 3 A32 0.5 Rotor 2,100 0.39 85% 10.00 5 3 A33 0.5 Drip 1,250 0.43 90% 6.30 5 1 2 A34 0.5 Rotor 2,150 0.39 85% 16.00 5 2 A35 0.5 Rotor 1,140 0.39 85% 4.40 5 3 A36 0.5 Drip 860 0.43 90% 4.30 5 3 A37 0.5 Drip 2,060 0.43 90% 10.30 5 3 A38 0.5 Rotor 2,780 0.39 85%° 13.30 5 3 A39 0.5 Rotor 2,840 0.39 85% 15.70 5 3 A40 0.5 Drip 2,090 0.43 90% 10.50 5 3 A41 0.5 Drip 1,700 0.43 90% 8.50 5 3 A42 0.5 Rotor 3,200 0.39 85% 16.50 5 3 CONT. B 1 10 11 12 1 13 12 10 71 5 5 131 0.5 Rotor 1,380 0.39 85% 9.00 5 3 132 0.5 Rotor 2,070 0.39 85% 14.00 5 3 B3 0.5 Drip 1,370 0.43 90% 6.90 5 3 B4 0.5 Drip 250 0.43 90% 1.30 5 3 B5 0.5 Rotor 1,600 0.39 85% 11.00 5 3 B6 0.5 Rotor 3,680 0.39 85% 16.00 5 3 B7 0.5 Rotor 2,250 0.39 85% 12.00 5 3 B8 0.5 Rotor 3,100 0.39 85% 16.00 5 3 B9 0.5 Rotor 1 2,550 0.39 85% 13.00 5 3 B10 0.5 Rotor 1,380 0.39 85% 8.00 5 3 Bll 0.5 Drip 140 0.43 1 90% 0.70 5 3 B12 0.5 Rotor 1,780 0.39 85% 10.00 5 3 B13 0.5 Rotor 1,900 0.39 85% 14.00 5 3 B14 0.5 Rotor 2,040 0.39 85% 14.00 5 3 B15 0.5 Rotor 1 2,540 1 0.39 85% 13.00 5 3 factor for tants watered b this station h drozone PF !s the planta p y (y ) HA is area in square feet watered by irrigation station (hydrozone). ....... IE is the irrigaiton efficiency of this station (hydrozone). Station Eto PF HA IE SubTotal CONT. A .._.... A27 56.40 0.5 1,800 Al 56.40 0.5 2,650 85% 54,509 A2 56.40 0.5 1,000 90% 19,427 A3 56.40 0.5 1 3,010 85% 61,914 A4 56.40 0.5 1,390 90% 27,003 A5 56.40 0.5 840 90% 16,318 A6 56.40 0.5 1,040 90% 20,204 A7 1 56.40 0.5 2,180 85% 44,841 A8 56.40 0.5 1 1,000 90% 19,427 A9 56.40 0.5 1,000 90% 19,427 A10 56.40 0.5 1,340 85% 27,563 All 56.40 0.5 1,340 85% 27,563 Al2 56.40 0.5 700 90% 13,599 A13 56.40 0.5 1,900 85% 39,082 A14 56.40 0.5 1,940 85% 39,905 A15 56.40 0.5 530 90% 10,296 A16 56.40 0.5 ','.80 90% 11,267 A17 56.40 0.5 11290 85% 26,535 A18 56.40 0.5 1,380 85% 28,386 A19 56.40 0.5 490 90% 9,519 A20 56.40 0.5 1,150 1 85% 23,655 A21 1 56.40 0.5 1,170 85% 24,066 A22 56.40 0.5 430 90% 8,353 A23 56.40 0.5 2,230 85% 45,870 A24 56.40 0.5 880 90% 17,095 A25 56.40 1 0.5 1,550 85% 31,883 A26 56.40 0.5 760 90% 14,764 .._.... A27 56.40 0.5 1,800 85% 37,025 52,452 A28 56.40 0.5 850 1 90% 16,513 w A29 56.40 0.5 760 90% 14,764 Feb A30 56.40 0.5 1,920 85% 39,493 Oct A31 56.40 0.5 620 90% 12,045 A32 56.40 0.5 1 2,100 85% 1 43,196 A33 56.40 0.5 1 1,250 90% 1 24,283 5 A34 56.40 0.5 1 2,150 85% 44,224 7I A35 56.40 0.5 1,140 85% 23,449 4 A36 56.40 0.5 860 90% 16,707 6 A37 56.40 0.5 2,060 90% 40,019 5 A38 56.40 0.5 2,780 1 85% 57,183 7 A39 56.40 0.5 2,840 85% 58,417 4 A40 56.40 0.5 2,090 90% 40,602 6 A41 56.40 0.5 1,700 90% 33,025 4 A42 56.40 0.5 3,200 85% 1 65,822 6', Bl 56.40 0.5 1,380 85% 28,386 4 B2 56.40 0.5 _ 2,070 85% 42,579 6I B3 56.40 0.5 1,370 90% 26,615 5 B4 56.40 0.5 250 90% 4,857 7', R5 56.40 0.5 1.600 85% 32.911 ..... ........ ......................... ...... .................... 0.5 3,680 ..... _ Establishment................................. ........................ ... (FOR FIRST 90 DAYS AFTER PLANTING) .............................. ........ .._.... C w' /� CITY O i' ®1� T A /� .... ........ . 138 56.40 0.5 3,100 85% Run Days Cycles 52,452 B10 56.40 0.5 1,380 85% 28,386 B l l 56.40 0.5 140 90% ° Minutes per Cycle w Station per week (Start times) Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec CONT. A Al 5 3 5 5 8 10 11 12 13 12 10 7I 5 5 A2 1 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A3 5 3 5 5 1 8 10 11 12 13 12 10 7 5 5 A4 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A5 5 3 4 4 7 8 9 10 11 11 8 6', 4 4 A6 5 3 4 4 7 8 9 10 11 11 8 6I 4 4 A7 5 3 5 5 8 10 11 12 13 12 10 7', 5 5 A8 5 3 4 4 7 8 9 10 11 11 8 6, 4 4 A9 5 3 4 4 7 8 9 10 11 11 8 6 !, 4 4 A10 5 3 5 5 8 10 11 12 13 12 10 7, 5 5 All 5 3 5 5 8 10 11 12 13 12 10 7i 5 5 Al2 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A13 5 3 5 5 8 10 11 12 13 12 10 7 5 1 5 A14 5 3 5 5 8 10 11 12 13 12 10 71 5 5 A15 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A16 5 3 4 4 7 8 9 10 11 11 8 6, 4 4 A17 1 5 3 5 5 1 8 10 11 12 13 12 10 1 7, 5 5 A18 5 3 5 5 8 10 11 12 13 12 10 7, 5 5 A19 5 3 4 4 7 8 9 10 11 11 8 6, 4 4 A20 5 3 5 5 8 10 11 12 13 12 10 7 5 5 A21 5 3 5 5 8 10 11 12 13 12 10 7 5 5 A22 5 3 4 4 7 8 9 10 11 11 8 6, 4 4 A23 5 3 5 5 8 10 11 12 13 12 10 7I 5 5 A24 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A25 5 3 5 5 8 1 10 11 12 1 13 12 10 71 5 5 A26 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A27 5 3 5 5 8 10 11 12 13 12 10 7, 5 5 A28 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A29 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A30 5 3 5 5 8 10 11 12 13 12 10 7, 5 5 A31 5 3 4 4 7 8 9 10 11 11 8 6, 4 4 A32 5 3 5 5 8 10 11 12 13 12 10 7 '', 5 5 A33 5 2 6 7 10 12 14 1 15 17 16 13 1 10 7 6 A34 5 2 7 8 11 14 1 16 18 20 19 15 1 11 1 8 7 A35 5 1 3 5 5 8 10 11 12 13 12 10 7 5 5 A36 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A37 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A38 5 3 5 5 8 10 11 12 13 12 10 7 5 5 A39 5 3 5 5 8 10 11 1 12 13 12 10 7 5 5 A40 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A41 5 3 4 4 7 8 9 10 11 11 8 6 4 4 A42 5 3 5 5 8 10 11 12 13 12 10 7 1 5 5 131 5 3 5 5 8 10 11 12 13 12 10 7 5 5 B2 1 5 3 5 5 1 8 10 11 1 12 13 12 10 7 5 5 133 5 3 4 4 7 8 9 10 11 11 8 6 4 4 B4 5 3 4 4 7 8 9 10 11 11 8 6 4 4 135 5 3 5 5 8 10 11 12 13 12 10 7 5 5 136 5 3 5 5 8 10 11 12 13 12 10 7 5 5 137 5 3 5 5 8 10 11 12 13 12 10 7 5 5 B8 5 3 5 5 8 10 11 12 13 12 10 7 5 5 B9 5 3 5 5 8 10 11 12 13 12 10 7 I 5 5 B10 5 3 5 5 8 10 11 12 13 12 10 7 5 5 611 5 3 4 4 7 8 9 10 11 11 8 6 4 4 B12 5 3 5 5 8 10 11 12 13 12 10 7 1 5 5 B13 5 3 5 5 8 10 11 12 13 12 10 7 5 5 B14 5 1 3 5 5 8 10 11 1 12 13 12 10 7 5 5 B15 5 3 5 5 8 10 11 12 13 12 10 7 5 5 Call Underground Service Alert least 136 56.40 0.5 3,680 Established Irrigation Schedule A- •1 bA• • 75,695 This irrigatMonthlyedule Eto / efficiency uses thellppt n9ruon days per month /cycles per day plant factor single cycle run time m minutes . Notes Run days are the number of days per week the irrigation station operates .. C w' /� CITY O i' ®1� T A /� 137 56.40 0.5 2,250 85% 46,281 138 56.40 0.5 3,100 85% Run Days Cycles- 52,452 B10 56.40 0.5 1,380 85% 28,386 B l l 56.40 0.5 140 90% ° •- - w 0©00 ' • ®©0©000'',00©®0©I� ®©OO000���00001 • ''©©©0©00010001®0� ©®0©0©0®0001©0© • ©_®0_ ©0000_© ®®®©©©000100--OII®0© • �I®®00000���0000 0© i ©®00000���0''0001 ' ©®00000�'��0000'I ®®00000���0'IOO� Call Underground Service Alert least 136 56.40 0.5 3,680 85% 75,695 This irrigatMonthlyedule Eto / efficiency uses thellppt n9ruon days per month /cycles per day plant factor single cycle run time m minutes . Notes Run days are the number of days per week the irrigation station operates .. C w' /� CITY O i' ®1� T A /� 137 56.40 0.5 2,250 85% 46,281 138 56.40 0.5 3,100 85% 63,765 B9 56.40 0.5 2,550 85% 52,452 B10 56.40 0.5 1,380 85% 28,386 B l l 56.40 0.5 140 90% ° 2,720 Call Underground Service Alert least B12 56.40 0.5 1,780 B13 56.40 0.5 1,900 B14 56.40 0.5 2,040 B15 56.40 0.5 2,540 Annual EWU using County Formula: 0070 36,614 85% 39,082 85% 41,962 85% 52,246"W" 1,823,981. gallons For example; if the station operates every Monday, Wednesday and Friday that would be 3 run days. NOTE: Cycles are the number of times the station operates per run day. Cycles and "start times" are the same thing. Many irrigation controller brands use the term "start time" in place of "cycle". FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE Copyright ©Jess Stryker, 2009 Aii rights reserved 90 DAY PERIOD (I.E. MAY,JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED _ LANDSCAPE PLANS H �' DUNCAN & COYOTE CANYON ROAD LOT D & E DETENTION BASINS IRRIGATION DETAILS SCALE. AS SxoWN DESIGNED By, DATES befoat re ou dim Y 9 Know whars below. CaII before you dig. IRRIGATION CALCULATIONS &SCHEDULES o z ~ CHECKED BY, APPROVED DY. ' TEi CITY ENGINEER R.C.. 51132 EXP. DATE D,4 5 5 Sri 4952 I S F FSI Q �OW • O 06 W00 oc U U W Ia /� O oQ�U w 0 z [-+ o 0 CCS I W 9 C) 00 aU�� C� O W vl,%DSCgpe P 0 4 ,0 2782 o�o te CA DVM CHK DATE 3/1/12 JOS # 11-021 Cl) H z Uj I- n� Z V I --i z a o z ~ w vl,%DSCgpe P 0 4 ,0 2782 o�o te CA DVM CHK DATE 3/1/12 JOS # 11-021