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HomeMy WebLinkAbout6282-5IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION TQ-Y � 1404 Rain Bird RWS-B-C-P w/ RWS-SOCK 1400 Series Root Watering System with 4" diameter x 36" long with locking grate, semi -rigid mesh tube. Check 48 Valve, Purple Grate, and Sand Sock. Rain Bird SYMBOL bubbler option as indicated: 1401 0.25 GPM, 1402 0.5 GPM, 14D4 1.0 GPM, 1408 2.0 GPM. MANUFACTURER/MODEL/DESCRIPTION TQ_Y Rain Bird EFB-CP-PRS-D 1" Electric Drip Control Valve with PRBF-QKCHK-100 Basket Filter & built in pressure regulator and brass Nibco Ball Valve. All electric 3 control valves to be covered with Carson 1419 Violet/Lavender colored lid in jumbo valve box. All valves must have Christy's Purple Model No. ID-MAX-P2-RCDO9 recycled water valve tags with nylon tie. GPH Irrigation GDFN Combination Drip Flush Valve Install GPH Irrigation GDFN Combination Drip Flush Valve Nozzle with Rain Bird 1812 pop up sprinkler 6 body. This nozzle serves as flush valve and also as visual drip indicator. See detail for more information. Rain Bird ARV050 1/2" Air Relief Valve, made of quality rust -proof materials, with a 6" drip valve box (SEB 7XB 3 emitter box). Use with installation below soil. The valve will allow air to escape the pipeline, thus preventing water hammer or blockage. Area to Receive Dripline Rain Bird XFD-06-24 (24) (Low Water Use) XFD On -Surface Pressure Compensating Landscape Dripline. 0.6 GPH emitters at 24" O.C. Dripline 10,744 s.f. laterals spaced at 24" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird EFB-CP-PRS-D 1" Brass Electric Control Valve with PRBF-QKCHK-lD0 Basket Filter & built in pressure regulator and brass nibco ball valve. All electric 4 control valves to be covered with Carson Model 1419 Violet/Lavender colored lid in jumbo valve box. All valves must have Christy`s Purple Model No. ID-MAX-P2-RC009 recycled water valve tags with nylon tie. Rain Bird 33-DNP 3/4" Brass Quick -Coupling Valve, with 5 Corrosion -Resistant Stainless Steel Spring, Locking Thermoplastic Non -Potable Purple Rubber Cover, and 2-Piece Body. ►v Nibco TI-8 Brass Nibco Gate Valve with wheel handle same 3 diameter location. size as mainline pipe at valve Size range 1/4" to 4" MV Rain Bird 200 EFB.CP 1" 1 1" Brass Industrial Valves. Low Flow Operating Capability, Normally closed with purple handle. Wilkins 500XL Pressure reducing valve, single union NPT connection, some size as backflow. Reduce pressure 1 as needed. BF Pressure downstream required is 46.9 PSI Wilkins 375XL 1" 3/4" 1 Lead Free Plastic Backflow Preventer. Please see details sheet for installation information. Toro DXI for Sentinel WMS Controller ISA5-T01-08/DXI-GPRS/RMRX/RMRX/RMPM/DXI-TR AN/DXI-OPB 8 Station Irrigation Controller with mobile and © cellular access, provided in Irrigation controller Cabinet where indicated on drawings. Exact location of controller shall be agreed upon by 1 Edison, city Landscape Inspector and contractor prior to trenching or wire placement. Electrical contractor to provide 100V of power at this location. Contact Imperial Technical services with model information for the City of Fontana meter/controller. 714-696-7535 FLOMEC QS200 1" PVC tee type flow sensor w/socket ends, custom 1 mounting tee and LED light indicators. 2 wire digital output compatible w/all irrigation controllers. Flow range 0.22-33 GPM. OOne EZ003-CX Fertilizing Systems system feeds all zones. Install directly in the 1 irrigation system main line per detail. Tank Capacity: 2.5 gallon LE MEUR 24"x60"x36" High Hinged at both ends backflow 1 Model# Le Meur Carbon carbon steel enclosure; Steel (LBF). Powder coat Green Color. Install locks y YJ on all backflow enclosures. Water Meter 1" 1" New Potable Water Meter- to be used 1 exclusively for landscape irrigation. Irrigation Lateral Line: PVC Schedule 40 PVC Schedule 40 irrigation pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. Irrigation Mainline: Purple PVC Schedule 40 993.4 I.f. WATER METER WATER EFFICIENT LANDSCAPE WORKSHEET(MWELO) - - - - 2" and smaller use Purple PVC Schedule 40 irrigation pipe. 2-1/2" and larger use Purple PVC Class 315 irrigation pipe. Pipe Sleeve: PVC Schedule 40 645.2 I.f. Reference Evapotranspiration Rate (Eta): 55.6 Estimated Annual Estimated Annual -------- Sleeving to Sleeved. # valve caiioS� so F-raOo # Velva Nu, ,bA, #" # yaws no,w, be 2 times larger than pipe being . 930 I.f. Hydrozone#/Planti ng Descri ption Plant Irrigation Irrigation ETAF Landscape ETAFx Area Water Use (EAWU) Water Use (EAW U)Acre Factor(PF) Method Efficiency (PF/IE) Area Gallons per Year Feet per Year Regular landscape Areas Hyd #1 / Low GC & Shrubs 0.2 Drip 0.81 0.25 10,744 2,653 91,449 0.28 vale s e #� H>d,o=one Hyd #/ Low Trees 0.2 Bubbler 0.81 0.2 48 12 409 0.00 Totals 10,792 2,665 Estimated Annual Water Use (EAWU) Total 91,857 0.28 Maxi mum Allowed Water Allowance (MAWA) 167,410 0.51 Special Landscape Areas Hydrozone 1 1 - - - 0.00 Hydrozone 2 1 VALVE SCHEDULE - - - 0.00 Hydrozone 3 1 0.00 Totals EAW U Total 0.00 Maximum Allowed Water Allowance (MAWA) - 0.00 ETAF Calculations Irrigation Efficiency NUMBER MODEL SIZE 1 Rain Bird EFB-CP-PRS-D 1" TYPE GPM WIRE Bubbler 12 509.0 PSI 34.4 PSI CD POC 52.4 PRECIP HYDROZONE 4.72 in/h Low Regular Landscape Areas Drip Irrigation 0.81 TotaIETAF xArea 2,665 Overhead Spray 0.75 2 Rain Bird EFB-CP-PRS-D 1" 3 Rain Bird EFB-CP-PRS-D 1" Area for Dripline 10.77 504.5 Bubbler 10 375.1 41.7 34.1 58.9 50.3 0.24 in/h Low 4.73 in/h Low Total Area 1o,792 Rotors 0.75 Average ETAF 0.246914 4 Rain Bird EFB-CP-PRS-D 1" 5 Rain Bird EFB-CP-PRS-D 1" Area for Dripline 10.54 189.9 Bubbler 12 108.3 40.5 34.1 56.3 50.2 0.24 in/h Low 4.65 in/h Low 6 Rain Bird EFB-CP-PRS-D 1" 7 Rain Bird EFB-CP-PRS-D 1" Common Wire Area for Dripline 6.37 209.6 Bubbler 14 213.7 645.2 34.7 35.7 49.1 53.1 0.24 in/h Low 4.56 in/h Low Al I Landscaep Areas TotaIETAF xArea 2,665 Area 10,792 CRITICAL ANALYSIS Generated: 2023-01-06 P.O.C. NUMBER: 01 08:31 Total I Sitewide ETAF 0.246914 Water Source Information: 1" New Potable to be used exclusively for landscape irrigation. FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 85 PSI Water Meter - Watering Schedule based per State Recommendations Elevation Change: 5.00 ft Service Line Size: 2" Lenath of Service Line: 20 ft Pressure Available: 83 PSI Established Landscape DESIGN ANALYSIS Maximum Station Flow: 14 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 23.5 GPM Critical Station: 2 Design Pressure: 30 PSI Friction Loss: 2.27 PSI DRIP VALVES Month Jan Feb Mar Apr May Jun Jul Aug Sep Oct ` Nov Dec Maximum to nu a 44 44 44 44 44 44 44 44 44per 44 44 44 Start times per week*_ 2( 2 3 4 5 6 6 6 4 4 2 2 Fittings Loss: 0.23 PSI Elevation Loss: 0 PSI Loss through Valve: 9.23 PSI Pressure Real. at Critical Station: 41.7 PSI Loss for Fittings: 0.18 PSI Loss for Main Line: 1.79 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 12.5 PSI Loss for Master Valve: 1.88 PSI Loss for Water Meter: 0.78 PSI Critical Station Pressure at POC: 58.9 PSI Pressure Available: 83 PSI Total minutes per. 88 88 132 176 220 264 264 264 176 176 88 88 week _*Start times per week may not equal days per week. Multiple start times per day may be needed to avoid runoff. BUBBLER VALVES Month Jan Feb_ Mar Apr, Mayl Jun Jul _Aug Sep l Oct Novl Dec_ :Maximum Minutes_ 1 1 1 1 S 1 1 1 1 1 1 1 1 1 1 1 1 1 per start time Start times per, 2 2 1 3 4- 5 6 6 6 4 1 4 2 1 2 week* Residual Pressure Available: 24.1 PSI . Total minutes per. 2 2_ 3 4 5 6 6 6 4 1 4 2 1 2 1 week Start times per week may not equal days per week. Multiple start times per day may be Ineeded to avoid runoff. Establishment Period I HAVE COMPLIED WITH THE CRITERIA OF THE MWELO ORIDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. 11/07/2022 SIGNATURE DATE HUNTER LANDSCAPE 711 S. Fee Ana Street Placentia, California 92870 Ph: 714.986.2400 Fax: 714.986.2408 DN(5IMPROVEMENTS � DAYS FOIE k YW ds Tau FRIMA Pull 21lN'-='27- D REV. DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. � `pNDSCAp ���� F9g „r 4L 1/31/2023 �T .P 9TP 0Q' of CALF PREPARED UNDER THE SUPERVISION OF: Thomas Hays DATE 11.7.22 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPOVEMENTS BENCH MARK: DRAWN Br: DESIGNED BY: Irri ation Schedule SCALE: AS NOTEDTHE GATE JAN. M. 2023 BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 ELEVATION - 1019.83'. DATUM - 1929 RAILROAD SPIKE IN POWER POLE #71833, N.E. CORNER POPLAR AVE de SANTA ANA AVE EST. FROM BM 8-36. CHECHED BY: APPROVED BY: 01/16:2023 rgaray FOR GIA LAM KIM CITY ENGINEER R.C.E. 62296 DATE DRAWING NO.: 6282 5 1 1