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HomeMy WebLinkAbout3029-17c 32 I 1 TZ %..,�— —�� �._...� a .__............. a .............. .............. ..� ....................._----.................� ......................... � _...__�.-. ................... ro ...... ..... _...... ............ Itez000� iE t Z _ CITRUS AV CITRUS RUS AVENUE 33 34 35 36 7 38 39 — IRRIGATION DESIGN CRITERIA Name of Water Supplier: Fontana Water District Pressure Given By: MIKE MC GAW (909) 822-2201 Pressure Given By: STEVE GAO (626) 448-6183 THE FONTANA WATER DISTRICT WAS UNABLE TO GIVE A PRECISE PRESSURE READING AT THE SITE. THE CITY PREFORMED A PRESSURE TEST FROM A HYDRANT ON CITRUS AVE. ACCROSS FROM THE PROJECT. PLANT ELEV. +1639 AVAILABLE PRESSURE 66 PSI RESIDUAL 44 PSI AVAILABLE FLOW: 2016 GPM PRESSURE: CITRUS @ CUTRIS 55 PSI PER CITY FH READING ACCROSS THE STREET Contractor shall verify the static water pressure with supplier prior to installation. If different from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in contractor being responsible for changes that might occur. POINT OF CONNECTION: (5) 2" Water meters to manifold into (1) p.o.c. , Refer to civil plans. System requires the contractor to provide a Bear State Pump, ( SEE THIS SHEET FOR BOOSTER PUMP NOTE) Contractor to install a (3) 2" Febco 825Y reduced pressure type back flow preventer and locate in individual Strong Box vandal resistant, stainless steel enclosures. Verify enclosure size prior to purchase. Coordinate locations with City Inspector. STATIC PRESSURE @ METERS: 55 PSI (FROM FH READING) ADDITIONAL PUMP PRESSURE 65 PSI AVAILABLE SYSTEM PRESSURE 120 PSI DESIGN PRESSURE: 117 PSI SYSTEM MAXIMUM DEMAND ALLOWED: 384 GPM SYSTEM WORST DEMAND CONDITION: Al 61 C1 D1 E1 F1 63 56 56 56 56 56 = 343 GPM CONTROLLER NOTE: A , B. C. D. E & F Contractor to coordinate the installation of the controller and their locations with the City Inspector. This site requires (6) Toro 8000 series controllers. Controllers 'A' will serve as the primary controller. Controllers 'A' &'D' in a back to back enclosure. Controllers 'B' 8 'E' in a back to back enclosure. Controllers 'C' 8 'F' in a back to back enclosure. Contractor to provide 120V continuous power, see electrical plans. Contractor to make final power hook up. CONTROLLER RUNTIME DATA System design is based on (6) valves running simultaneously. Controllers run times should be based on an estimated 7.84 eto in June -Aug. TURF SPRAY 109 MIN. TURF ROTOR QTR. / HALF 269 MIN. TURF ROTOR FULL 1079 MIN. TOTAL SHRUB SPRAY 222 MIN. SHRUB SM. ROTOR QTR. / HALF 540 MIN. TOTAL MIN. RUN TIME. 2219 MIN. 36.92 HR (6) VALVES SIMULTANEOUSLY 6.15 HR. RUN TIME JUN. - AUG. BOOSTER FU1" F STATION HYDROBOOST BOOSTER PUMP SYSTEM Factory prepiped and prewired, mounted on a galvanized steel skid base, with stainless steel control panel, flanged bronze fitted pump, three phase motor TEFC, interconnecting piping and wiring, pressure reducing valve, full size bypass line, system complete with liquid filled gauges and galvanized steel enclosure mounted on a concrete pad. HYDROBOOST MODEL IL385BSP130P2-20.0 CDEFLMNQ SYSTEM TO CONSIST OF THE FOLLOWING: PUMP: Peerless PV 3" x 3" x 8" inline type pump with flanged inlet and outlet: impeller and wear ring to be bronze. Mechanical seal to be a John Crane type 21. Pump volute to be top pull out for ease of removal. Volute casing, backplate and bracket to be fusion bond epoxy coated. Pump designed for 384 GPM @ 150'. MIN PUMP EFFICIENCY 78% MOTOR: 20 HP, 3550 RPM, 460V, 3 Phase, frame 254JM, close coupled to the pump. TEFC enclosure. ISOLATION VALVES: Bray full lug butterfly valves with 10 position handles and aluminum bronze disc. Also a 6" one in the by-pass. CONCRETE PAD: 84" X 36" prestressed with rebar. PIPING: 6" schedule 40 steel of easy to disassemble flanged construction bolted together with SS nuts and bolts. All piping to be hot dipped galvanized after fabrication. PRV/CHECK VALVE: 4" Bermad PRV/ check valve flanged. 0 4T I 0 41 _ 42 Is CITRUS AVENUE 43 44 lllr--1-r1 -�- I P ----/ 000000000*00000000 [ ....... -r- 45 45 i i 1's TIPPING BUCKET CHK DATE 1/14/02 Strong box, back to back encloxure MASTER CONTROLLER Toro 8000 – 32 Station Controllers S 0-700, 4' � Master Valve Relay Pressure Sensing Relay C F BOOSTER PUMP LOCATION Flow Sensor Board – Master 20 Controller to be closest to UTILITY �— 6x9 CONC. PAD Flow Sensor CONC. CONTROLLER: PAD A' & 'D' C42–T01-32+32 / MVR / PSR / TS 1 B 'B' & 'E' CA2–T01-32+32 / 2MVR / 2PSR LINK CONTROLLERS W/ COMMON CABLE SEE CONTROLLER NOTE. 'C' & 'F' CA2–TO 1-32+32 / 2MVR / 2PSR CONTROLLER WIRE CHART O 'A' – 'BLACK' WIRE LABELED For Controller Assembly: 'B' – 'GREEN' WIRE LABELED Contact: United Green Tech (800) 427-0779 'C' – 'RED' WIRE LABELED Daryl Green 'D' – 'YELLOW' WIRE LABELED 'E' – 'BLUE' WIRE LABELED w`}"{`r) 'F' – 'PURPLE'WIRE LABELED For Controller "Com" Communication cable size, loop location and phone COMMON WIRE TO BE WHITE WITH connection to Master Controller 'A' – CONTROLLER COLOR STRIP Contact: Toro (916) 712-9046 EXT 4014 Cd Wayne Owens CONTROLLER LAYOUT CONTROLLER ASEMBLY —r- 46 46 00 n,D - CM �0 �ANDSC4pE, ♦�° 2782 '47 CAC N G S I T E S C A P E S Landscape Architecture and Planning 19762 MacArthur Blvd.. Ste. 130 Irvins, CA. 92612 Richard Polhamus, Ucsnss CA—#2782 (949) 644-9370 (949) 476-1432 FAX NO.1 REVISION N U V W Z m`2 W G4 a Fell N Z 0 CAC/) a w DVM CHK DATE 1/14/02 JOB # 01-017 1=3 of 39 00 Cd O Cd }� O I� w`}"{`r) O ..� 00 Cd w �U W�10r0, Z (d V1 Mei r --i DVM CHK DATE 1/14/02 JOB # 01-017 1=3 of 39 E