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HomeMy WebLinkAbout5685-11N 2Z 0 � o m C 0 i m 0 CL U1 N® d C>:V. (Y�IrP%!i Vp�4lbbYfu' I(Iry/}2�(YNM� iM 3) ._ r4) A rj Q fl f e, t L4 A Y"N�+' , _._ VIs• j el 131 oownmeaxEle. CAD arewirg-rid p.oduvt spocirluiom aysu9nle ee www.enmrennlxlnaooMsa.asp EZ003-CX Features Tank Capacity - Liquid: Approx. 2.5 Gal. (9.5 liters) Tank Capacity - Water Soluble Fertilizer: Up to 15 -18 lbs. (6-8 -82 kg) Minimum Flow Requirements: 2.5 gallons/hour (9.5 liters/hr.) Adjustable Feed Ratio Range: 15,000:1/Slow, setting to 400:1/1'ast setting Water Volume to Empty Tank: 37,500 gal (142 kl)/Slaw setting 1,000 gal (3.8 kl)/Fast setting Unit Dimensions (LWH): 21"x 8" x 11" (53cm x 20cm x 28cm) Valve Box Minimum (LWH): 24" x 13" x 16" (61cm x 33cm x 41cm) Approx. Weight: 11 be. (4.9 kg) Suggested Landscape Coverage under normal watering conditions*: 100% turf Up to 15,000 sq ft (1,395 sq m) 75% tuW25%trees/shrubs/flowers Up to 22,500 sq R (2,092 sq m) 50% turf/50%trees/shrabs/flowers Up to 30,000 sq It (2,790 sq m) *Assumes a refill frequancy of 4-6 weeks and watering every other day. Turf requiresmore water and therefore increases refill frequency. This unit will service larger areas when filled more frequently. Fertilizer requirements maybe reduced when used in conjunction with an organic bio-sfimulant. i;n.Zf; 0,3 , t (Standard Capacity Model) Warranty: Five (5) years except under heavy pressure conditions or excessive temperature conditions where summer temperatures exceed 100' F (38° C). Heavy pressure conditions are when static line pressure exceeds 50 PSI (5.5 bars). See other detailed warranty and Installation limitations at www.ezflonjection.com/resources/warranty. Includes: Does Not Include: Bypass filling, tubing and tubing clamps litigation coupling connector. An approved EZ-FLO connection Pressure relief valve - rated 150 PSI (10 bars) is the minimum. required. An EZ-FLO bail valve connector (CBV) is Two (2) EZ Shutoff valves required for low flow conditions, sloped landscapes or when using viscous products, such as heavy organic bio -stimulants, to ensure proper proportioning. This system connects directly to die Irrigation piping after the back Row prevention device and be tank is designed for use under constant pressure. EZ-FLO's patented flow process automatically adjusts to changes in water pressure and water flow without changing flamil.. This product Is designed to feed both sprinkler and drip irrigation zones for Commercial, municipal, sports. geld, golf course, grower and residential applications. This system is designed for the delivery of products that are designated as non -hazardous. Accde compliant back flow prevention device is required for installation. Installation must follow local and state plumbing codes. Unless otherness specified, a pressure vacuum breaker is the minimum backflow prevention device required according to University of Southern California - Foundation for Gross Connection control and Hydraulic Research. 02016, EZ-FLO Fertilizing Systems Phone (866) 393-5601 Fax (916) 652-5754 www.ezfldfedilizing.mrn. LZ -PLO FERTILIZING SYSTEM MODEL NUMBER - EZ009-CX 3.5 GALLON CAPACITY Nor `0SCAIR I - FiNTSiTFD GRADE:;. 2 -VALVE BOX &COVER 20"1,X 16W 1211 3 - PROPORTIONING CAP WITB FEED ADJUSTMENT KNOB 4 - EZ -PLO SHUT OFF VALVES WITH DISCONNECT WASHERS 5 - EZ -PLO MODEL LZ003-CXFEIL'HLIZING SYSTEM 21"LXS^DX 11"11 6 FERTILIZER OUT -CONNECT CLEAR TUBE. TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING 7- WATER IN- CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPOIRBON NG CAP AND COUPLING 8 - 1/4" TUBING CLAMP - BOTIT TITF GREEN AND BLUE' COUPLING1 JBING CONNEY;'BONS 9 - APPROVED BACKFILL 10 - PVC MAIN LTNE TO VALVF. MANIFOLD U-EZBALL VALVE COUPLING, CONNECTOR - INSTALL ACC;O1dDING'1`O WNIE.R PLOW DIRECTION ARROW 12 - PFA GRAVEL L CU. FI'.) 13- PVC MAIN LINE FROM BACK FLOW PREV AJTER 14 - PRESSURE RELEIF VALVE NOTE: ITEMS MS 3,4,5,6,7.AND 8 ARE INCLUDED WITH THE BZ -PLO SYSTBVI. ITEM I I IS PURCHASED SEPARATELY. Q 2012 EZ410 FERTILIZING SYSTEMS, INC. P.O.C. 'G' WATER USE CALCULATIONS & SCHEDULING California Water Efficient Landscape Worksheet Reference Evapotranspiration (Ero) 55.6 Project Type Residential 0.55 Hydrozone # / Planting Descriptions Plant Factor (PF) Irrigation Methodb Irrigation I Efficiency (IE)` ETAF (PRIE) Landscape I I Area (Sq. Ft.) lArea ETAF x IEstimated I Total Water Use Regular Landscape Areas Drip - Mod (Potable) 0.5 Drip 0.81 0.62 5330 32901 113417 Drip - Low(Potable) 0.2 Drip 0.81 0.25 2290 565 19492 MP Rotator - Mod (Potable) 0.5 Overhead 0.75 0.67 6179 4119 142002 Non -Irrigated Area 0 2 0.75 0.00 2970 0 0 Bubbler- Mod (Potable) 0.5 Drip 0.81 0.62 65 40 1383 G6 0.5 Rotator 0.75 0.00 85% 0 0 2 Moderate Potable 0.75 0.00 Rotator 01 0 85% 11.80 5 0.75 0.00 Potable 0 0 Drip - 12" 1,266 0.96 0.75 0.00 5 0 0 Potable G9 0.5 0.75 0.00 0.43 0 0 5 2 Moderate 0.75 0.00 0.2 0 0 0.43 90% 5.60 0.75 0.00 Low 0 0 0.5 Bubbler 8 0.75 0.00 4.00 0 0 Moderate Potable G12 0.75 0.00 1,850 0 0 10.80 5 2 0.75 0.00 G13 0 0 70 0.96 90% 0.75 0.00 2 0 0 G14 0.8 Rotor 0.75 0.00 80% 0 0 2 High Potable 0.75 0.00 Rotor 0 0 80% 25.60 5 0.75 0.00 Potable 0 0 Bubbler 25 1.00 0.75 0.00 5 0 0 Potable Totals 16834 1 8015 1 276294 Special Landscape Areas Rotor - High(Potable) 1 9563 Drip - High (Potable) 1 1336 1 1 ;P"Totals 9563 1336 0 0 329656 46055 0 0 10899 10899 375710 EfWU Total 652004 Maximum Allowed Water Allowance (MAWA)e 694876 ETAF Calculations Reoular Landscaoe Areas Total ETAF x Area 8015 Total Area 16834 Average ETAF D48 All Landscaoe Areas Total ETAF x Area 18914 Total Area * 27733 Average ETAF 0.68 Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0,45 or below for non-residential areas. NOTE: �c - TOTAL AREA ABOVE IS AN ADJUSTED TOTAL FOR IRRIGATION CALCULATION PURPOSES ONLY - ACTUAL TOTAL LANDSCAPE AREA IS 27,668 SQ. FT. PRESSURE LOSS CALCULATIONS 0.5 VALVE # 'G' GPM 40 MAX. GPM (UP TO (2) VALVES RUN SIMUL.) WATER METER (1 1/2") 3.3 BALL VALVES (2") 1.5 BACKFLOW PREVENTER (2") 12.0 FLOW METER (2'r) 1.2 MASTER VALVE (2") 1.6 VALVE 4.2 MAINLINE (470' @ 2") 6.3 LATERAL LINE (5.0 MAX.) ELEVATION CHANGE (UP GRADE 23) 1.0 FITTING LOSS (10%) 3.6 TOTAL PRESSURE LOSS 39.7 MINIMUM OPERATING PRESSURE 45 DESIGN PRESSURE REQUIRED 84.7 AVAILABLE PRESSURE (P.O.C.) 114.0 SET PRESSURE REGULATOR @: 95.0 RESIDUAL PRESSURE REMAINING +10.3 IRRIGATION DESIGN CRITERIA -'G' (POTABLE WATER) Name of Water Supplier: West Valley Water District 1-4-2017 Pressure Given By: Angela @ Engineering (909) 875-1322 AVAILABLE WATER PRESSURE - 114 PSI ZONE 7 HIGHEST ELEVATION ON THIS SYSTEM 89.3 113.0 PSI LOWEST ELEVATION ON THIS SYSTEM 78.0 117.9 PSI WATER METER ELEVATION = 87.0 114.0 PSI 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. Data Reference Evapotranspiration (Eto) Amounts: Jan Feb Mar Apr May June July Auq Sept Oct Nov Dec Total Yearly Eto: 55.60 inches Irrigation System Information: Station 'Plant Facto'i Irr Type ' sq it area' ppt ' Efficiency' GPM ' Run Days Cycle/Day Hydrozone' Notes ' G1 0.5 Drip - 18" 1,749 0.43 90% 8.70 5 2 Moderate Potable G2 0.8 Rotor 1,827 0.46 80% 13.40 5 2 High Potable G3 0.8 Rotor 3,164 0.46 80% 26.50 5 2 High Potable G4 0.5 Drip - 18" 1,496 0.43 90% 7.50 5 2 Moderate Potable G5 0.5 Bubbler 24 1.00 90% 12.00 5 2 Moderate Potable G6 0.5 Rotator 1,362 0.39 85% 7.40 5 2 Moderate Potable G7 0.5 Rotator 1,948 0.39 85% 11.80 5 2 Moderate Potable G8 0.8 Drip - 12" 1,266 0.96 90% 12.70 5 2 High Potable G9 0.5 Drip - 18" 806 0.43 90% 4.10 5 2 Moderate Potable G10 0.2 Drip - 18" 1,116 0.43 90% 5.60 5 2 Low Potable G11 0.5 Bubbler 8 1.00 90% 4.00 5 2 Moderate Potable G12 0.5 Rotator 1,850 0.39 85% 10.80 5 2 Moderate Potable G13 0.8 Drip - 12" 70 0.96 90% 0.70 5 2 High Potable G14 0.8 Rotor 1,942 0.46 80% 21.10 5 2 High Potable G15 0.8 Rotor 2,630 0.46 80% 25.60 5 2 High Potable G16 0.5 Bubbler 25 1.00 90% 12.50 5 2 Moderate Potable G17 0.5 Drip - 18" 1,279 0.43 90% 6.40 5 2 Moderate Potable G18 0.2 Drip - 18" 1,174 0.43 90% 5.90 5 2 Low Potable G19 0.5 Bubbler 8 1.00 90% 4.00 5 2 Moderate Potable G20 0.5 Rotator 1,019 0.39 85% 5.00 5 2 Moderate Potable Establishment Irrigation Schedule Station Run Days perweek Cycles (Starttimes) Jan Feb Mar Apr Minutes per Cycle May June July Aug Sept Oct Nov Dec G1 5 2 5 6 9 11 13 16 18 17 14 10 6 5 G2 5 2 8 11 15 18 22 27 31 29 23 16 10 8 G3 5 2 8 11 15 18 22 27 31 29 23 16 10 8 G4 5 2 5 6 9 11 13 16 18 17 14 10 6 5 G5 5 2 2 3 4 5 6 7 8 7 6 4 3 2 G6 5 2 5 7 10 12 15 19 21 20 16 11 7 5 G7 5 2 5 7 10 12 15 1 19 21 20 16 11 7 5 G8 5 2 3 5 6 8 10 12 13 12 10 7 4 3 G9 5 2 5 6 9 11 13 16 18 17 14 10 6 5 G10 5 2 2 3 4 4 5 6 7 7 5 4 2 2 G11 5 2 2 3 4 5 6 7 8 7 6 4 3 2 G12 5 2 5 7 10 12 15 19 21 20 16 11 7 5 G13 5 2 3 1 5 6 1 8 10 12 13 12 1 10 7 1 4 3 G14 5 2 8 11 15 18 22 1 27 31 29 23 16 10 8 G15 5 2 8 11 15 18 22 27 31 29 23 16 10 8 G16 5 2 2 3 4 5 6 7 8 7 6 4 3 2 G17 5 2 5 6 9 11 13 16 18 17 14 10 6 5 G18 5 2 2 3 4 4 5 6 7 7 5 4 2 2 G19 5 2 2 3 4 5 6 7 7 7 6 4 3 2 G20 5 2 5 7 10 12 15 19 21 20 16 11 7 5 Established Irrigation Schedule Station Run Days per week Cycles (Start times) Jan Feb Mar Apr Minutes per Cycle May June July Aug Sept Oct Nov Dec G1 5 2 4 5 7 9 11 13 15 14 11 8 5 4 G2 5 2 7 9 12 15 19 23 26 24 19 14 8 7 G3 5 2 7 9 12 15 19 23 26 24 19 14 8 7 G4 5 2 4 5 7 9 11 13 15 14 11 8 5 4 G5 5 2 2 2 3 4 5 6 7 6 5 4 2 2 G6 5 2 5 6 9 10 13 16 18 17 13 10 6 5 G7 5 2 5 6 9 10 13 16 18 17 13 10 6 5 G8 5 2 3 4 5 6 8 10 11 10 8 6 4 3 G9 5 2 4 5 7 9 11 13 15 14 11 8 5 4 G10 5 2 2 2 3 4 4 5 6 6 5 3 2 2 G11 5 2 2 2 3 4 5 6 7 6 5 4 2 2 G12 5 2 5 6 9 10 13 16 18 17 13 10 6 5 G13 5 2 3 4 5 6 8 10 11 10 8 6 4 3 G145 2 7 9 12 15 19 23 26 24 19 14 8 7 G15 5 2 7 9 12 15 19 23 26 24 19 14 8 7 G16 5 2 2 2 3 4 5 6 7 6 5 4 2 2 G17 5 2 4 5 7 9 11 13 15 14 11 8 5 4 G18 5 2 2 2 3 4 4 5 6 6 5 3 2 2 G19 5 2 2 2 3 4 5 6 7 6 5 4 2 2 G20 5 2 5 6 9 10 13 16 18 17 13 10 6 5 NOTE: FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAY,JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED RUN TIMES COMPLY WITH RECLAIMED WATERING WINDOW REQUIREMENTS Call Underground Service Alert ® at least 2 days before you dig DSASBi oEmD,x Know what's below. Call before you dig. W CHECM I1,Ed10, LANDSCAPE PLANS VALLEY OAK PARK IRRIGATION CALCULATIONS W. DATE AS SHOWN DAi .S I T It J® A P@ J Landscape Architecture and Planning 3190 82 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -//2782 (949) 144-9370 (714) 210-3140 FAX r�r PC* LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L10 11 OF 18 Oi a W Z U 00 Z 3 U ® Cd CD )"( U O i --I ® � Z r__H r�r PC* LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L10 11 OF 18 a W Z Z 3 U ® Al )"( U r�r PC* LSPC 17-0016 DATE 02/27/17 JOB # 16-033 L10 11 OF 18