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<br /> Irrigation Notes: Water Pressure Note:
<br /> Contractor shall verify p.o.c. static pressure in field prior to beginning any work. MAWA
<br /> 1. Install drip irrigation system per City of Lodi standards. Notify landscape architect for any discrepancies not similar to static pressure M/�W/�A & ETWU CALCULATIONS
<br /> given by water purveyor.
<br /> 2. Verify location of water meter.
<br /> psi: 70 psi
<br /> 3. This plan is diagrammatic. All pipes, valves, etc. shown within paved areas
<br /> are for design clarification only and shall be installed in planting areas
<br /> wherever possible. site Information
<br /> Note A: Site Name� Raising Cane's Lodi
<br /> 4. Do not install the irrigation system as indicated on the drawings when it is Point of connection shall be a 1„ water meter with a 4„ Site Type-> Commercial
<br /> service line. Verify the Annual Eto(inches/yr) 46.7
<br /> obvious in the field that obstructions or grade differences exist and should actual location, size and water pressure in the field prior to starting work. If any K I E S E L • D E S I G N
<br /> be brought to the attention of the owners authorized representative. of the poc information shown on these drawing is found to be different than the Hydrozone or Plant Factor(PF) Irrigation Irrigation ETAF(PF/IE) Hydrozone ETAF x Area Estimated
<br /> actual poc information gathered in the field, immediately notify the landscape Regular Landscape Areas
<br /> 5. Irrigation system is designed assuming a static water pressure of architect. Should the contractor fail to verify the poc information any changes 1 0.3 Low Drip 0.81 0.4 462 171 4,954
<br /> approximately 70 psi at point-of-connection. Prior to installation of irrigation required by low pressure or volume shall be the sole responsibility of the 2 0.3 Low Drip 0.81 0.4 1,687 625 18,091 Kiesel Landscape
<br /> system, contractor shall verify pressure at point-of-connection and report contractor. 3 0.3 Low Drip 0.81 0.4 25 9 268
<br /> any discrepancies to the landscape architect. 4 0.3 Low Drip 0.81 0.4 676 250 7,249 Architecture, Inc.
<br /> Static Water Pressure 70 PSI 5 0.3 Low Drip 0.81 0.4 1,243 460 13,330
<br /> 6. It is the intent of this plan to provide adequate irrigation to all planting areas. Design Water Pressure 20 PSI 6 0.3 Low Drip 0.81 0.4 15 6 161
<br /> Contractor shall be responsible for making any and all adjustments to the Maximum System Demand 7.06 GPM 7 0.3 Low Drip 0.81 0.4 25 9 268 422 E Main Street
<br /> irrigation system necessary to insure 100% irrigation coverage of all planting Residual Pressure 22.75 PSI 8 0.3 Low Drip 0.81 0.4 2,222 823 23,828
<br /> areas.
<br /> SUBTOTALS 6,355 2,354 68,149 Ventura, CA 93001
<br /> 7. Install the irrigation system in accordance with all local codes. Special Landscape Areas 1 0 0 (p) 805.947.0730
<br /> 8. Piping installed under pathways or paved areas, through walls or footings SUBTOTAL 0 0 0 Jack@kieseldesign.com
<br /> ,149
<br /> shall be placed inside schedule 40 pvc sleeves of adequate size to allow free Maximum Allowed Water Allowance Estimated Total Water Use(ETWU) �MAWA)� 6868,801 CL# 5206
<br /> movement of the pipe in the sleeve. Note B:
<br /> Controller 'C' shall be a Hunter A2C-1200-SS, controller assembly installed in
<br /> 9. Flush all lines and adjust all emitters for maximum performance. Call an outdoor pedestal as part of controller assembly. 7 total stations used. Final ETAF Calculations Notes:
<br /> landscape architect and owner 48 hours in advance for coverage tests. location of controllers and electrical P.O.C. shall be confirmed with owner's Regular Landscape Areas
<br /> authorized representative prior to commencing work. Total ETAF x Area 2,354 ETWU meets MAWA requirement.
<br /> 10. Adjust flow controls for proper performance and valve longevity. Total Area 6,355 Raising Cane's Lodi
<br /> Average ETAF 0.37 Average ETAF meets requirement for this site type.
<br /> 11. Provide sleeving for mainline below driveways, sidewalks, and walls. RC #576
<br /> All Landscape Areas
<br /> 12. Irrigation lines shall be buried at the following minimum depths: Note: Total ETAF xArea 2,354 Calculator developed July 27,2015.
<br /> PVC pressure mainline:18" This design is diagrammatic. All equipment shown in paved areas is for design Total Area 6,355 This calculator is for estimating purposes only. 2380 W Kettleman Ln
<br /> PVC lateral Iine:12" clarity only and is to installed within planting areas. Sitewide ETAF 0.37 Hunter assumes no liabilityfor use of this calculator. Lodi, CA 95242
<br /> PVC lines 2-1/2" or larger: 24"
<br /> 13. Total landscaped area, excluding hardscape, gravel & dg = 6,355 sf Valve Location Note:
<br /> total area of drip = 6,355 sf or 100% Electric control valves and isolation valve locations on this drawing are
<br /> Irrigation System Design Criteria: approximate. The landscape contractor shall stake out each electrical control
<br /> proposed water meter, assumed 70 psi static pressure. valve and isolation valve location for review and approval by owner prior to
<br /> maximum flow = 5 ft/sec. velocity in main line pipe. installation of all valves. Final location and exact positioning for electric control
<br /> valves and isolation valves shall be determined by the owner. Minor Revisions:
<br /> Proposed drip irrigation controller (hunter model i-core smart controller) modifications of electric control valves and isolation valve locations as
<br /> includes a rain sensor for automatic shut off. requested by the owner shall be provided by the contractor at no additional cost # DATE NAME
<br /> to the owner. Failure to obtain owner's approval prior to the installation shall
<br /> cause the contractor to make owner directed revisions at no additional cost to 12.21 .20 1st Building Submittal
<br /> the owner. In general, unless otherwise directed by owner, all valves shall be
<br /> installed three feet from edge of hardscape, walk or curb in shrub planting
<br /> areas.
<br /> CRITICAL ANALYSIS HYDROZONE TABLE
<br /> Generated: 2020-02-28 3:12
<br /> P.O.C. NUMBER: 01 HYDROZONE INFORMATION TABLE
<br /> Water Source Information: Notes: HYDROZONE* ZONE OR IRRIGATION AREA(Sq. Ft) % OF LANDSCAPE AREA
<br /> Mainline shown within paving for clarity only, actual mainline location to be a VALVE METHOD
<br /> California Water Service, minimum of 18" off adjacent hardscape and other obstacles typ. LW 1 D 462 7.27%
<br /> Contact: M. Meador LW 2 B 1,687 26.55%
<br /> LW 3 B 25 0.39%
<br /> LW 4 D 676 10.64%
<br /> FLOW AVAILABLE �DscaP
<br /> All lateral lines with greater than five feet of elevation change shall have the king LW 5 D 1,243 19.56°/ tiP E-1
<br /> Water Meter Size: 1 " bros. mod. no. ksc- xxx -s (appropriate line size swing check valve installed at ° �'
<br /> ( ) ) g LW 6 D 15 0.24% �w a� giesel #S2 ��
<br /> Flow Available: 37.50 gpm every five (5) feet of elevation change minimum. Contractor shall verify all o
<br /> LW 7 B 25 0.39% W 6
<br /> swing check valve locations with owner's authorized representative prior to Lw s D 2,222 34.96% IAl
<br /> 1 0
<br /> PRESSURE AVAILABLE commencing work. a
<br /> 9gn�ure
<br /> Static Pressure at POC: 70.00 psi * Hydrozone Irrigation Method 12e3a1�2
<br /> P
<br /> 21.20
<br /> Elevation Change: 0 ft HW=High Water Use Plants MS= Micro Spray 12.Date
<br /> Service Line Size: 811 Irrigation sleeves shown for major street, driveway and hardscape crossings for MW W Low Medium
<br /> Water Uater Use se Plants Plants R- Rotor CF CALIF0
<br /> Length of Service Line: 20.00 ft clarity only. Contractor shall install sleeving below all paving, hardscape, etc. - -
<br /> Pressure Available: 81.51 psi and as directed by owner's authorized representative. B= Bubbler
<br /> D=Drip
<br /> DESIGN ANALYSIS o=other
<br /> Maximum Station Flow: 7.06 gpm All piping, mainline and lateral, and wire shall be sleeved under paving. All Type: 1st Building Submittal
<br /> Flow Available at POC: 37.50 _qpm sleeves to be minimum 2x diameter of irrigation pipe sleeves. All mainline shall Yp g
<br /> Residual Flow Available: 30.44 gpm be accompanied with a minimum 2-inch diameter wire sleeve. Sleeving to
<br /> extend minimum 12 inches beyond paving.
<br /> Critical Station: 4
<br /> Design Pressure: 20.00 psi Bubblers and lateral lines are shown within paving and buildings for clarity only, Initial Setup Date:
<br /> Friction Loss: 8.88 psi actual location to be within planter. Bubblers shall be aligned with trees and as June 30, 2020
<br /> Fittings Loss: 0.1 psi directed by owner's authorized representative. Confirm all layout in field with
<br /> Elevation Loss: 0.00 psi owner's authorized representative prior to commencing work.
<br /> Loss through Valve: 7.06 psi
<br /> Pressure Req. at Critical Station: 36.04 psi Drawn By:
<br /> Loss for Fittings: 0.08 psi I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND # NAME DATE
<br /> Loss for Main Line: 7.96 psi APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE T. Slininger 12/2020
<br /> Loss for POC to Valve Elevation: 0.00 psi LANDSCAPE. (MWELO 492.6).
<br /> Loss for Backflow: 4.21 psi
<br /> Loss for Master Valve: 2.00 psi N111111 12.21.20
<br /> Loss for Water Meter: 8.47 psi JACK KIESEL, LANDSCAPE ARCHITECT#5206. DATE ©2018Kiesel Landscape Architecture Inc:The design ideas
<br /> and plans represented by these documents are the property
<br /> Critical Station Pressure at POC: 58.76 psi of Kiesel Design Use or copy is permitted by contract only.
<br /> The use or revisions of these ideas or plans is prohibited
<br /> Pressure Available: 81.51 psi without the written permission of Kiesel Design.
<br /> Residual Pressure Available: 22.75 psi
<br /> Title:
<br /> Irrigation
<br /> Notes
<br /> Sheet Number:
<br /> L2m2
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