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HomeMy WebLinkAbout3681-3rl 111 1111111111 4" SLEEVE, & 2" WIR �,LEEVE I A Match Linel' See This Sheel".11 All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. I A1111lx 1 I UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractor's sub -contractors shall be restored to original condition at their own expense. City shall have the final say if repairs are to be made by Contractor or others. YE111"sx Station number Gallons per minute Valve size Detail/ section number Sheet number 011" 21�1111 SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE Equipment Legend G.P.M. SEE IRRIGATION DETAILS, SHEET L-12 PATTERN = Rainbird 1800 -SAM 12" pop-up 8-Q 81 0.26 SYMBOL DESCRIPTION Rainbird 1800 -SAM EXISTING STATIC PRESSURE (psi) 85 8-T 8' 0.35 30 135a — Rainbird 1800 -SAM 12" pop-up 8-H 81 TEST DATE- July 27, 2004 30 180, [?s Rainbird 1800 -SAM 12" pop-up 11 10, New 2" Water Meter 30 Remote control valve 7.37 Rail 1800 -SAM 12" pop-up 10-T 10, 0.53 30 135' r= Rainbird Superior 950 -DW, 1-1211 12" pop-up AGENCY.- Fontana Water Department 10, 0.79 30 180' TOTAL PRESSURE LOSS (psi): Gate valve Quick coupling valve PHONE Ni (909) 822-2201 Cj CL Nibco T-113, line size Rain -Bird 33 -DRC, Line Size CHECKED BY- George E man cc i cj Mainline PVC. SCH. 40 up to 1-1/2'', 0 Automatic irrigation controller cc CL cc M Class 315 2" & up Toro in Strong Box enclosure Lateral Line PVC. Class 200 3/4" Thru -1-1/2" SSAK48PS16NSI, 48 Station M C: Irrigation Sleeve PVC. SCH. 40 at 2-1/2" Reduce Pressure Backflow Preventer P.O.C. at NEW 2" METER AND I -bf BACKFLOW DEVICE. 2 X Dia. of Pipe Febco, 825 Y, 112", Brass Prior to installation of irrigation system, the Contractor shall verify static P.O.C_ 85 P.S.I. Should be below that, the Master Control ValveFlow 44 Sensor pressure at at pressure Rain -Bird 200 -GB, 2" Rain -Bird FS200P, 2'' Landscape Architect shall be notified. UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractor's sub -contractors shall be restored to original condition at their own expense. City shall have the final say if repairs are to be made by Contractor or others. YE111"sx Station number Gallons per minute Valve size Detail/ section number Sheet number 011" 21�1111 SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN = Rainbird 1800 -SAM 12" pop-up 8-Q 81 0.26 30 90' Rainbird 1800 -SAM 12" pop-up 8-T 8' 0.35 30 135a — Rainbird 1800 -SAM 12" pop-up 8-H 81 0.52 30 180, [?s Rainbird 1800 -SAM 12" pop-up 11 10, 0.39 30 90' 7.37 Rail 1800 -SAM 12" pop-up 10-T 10, 0.53 30 135' r= Rainbird 1800 -SAM 12" pop-up 10-H 10, 0.79 30 180' Irrigation Notes 1 ) Mainline, wires and lateral lines shall be sleeved under all driveways and walkways. 2) The irrigation equipment is shown in the street/ hardscape areas for clarification only. Actual equipment shall be placed within landscape areas. Valve boxes and equipment installed above ground to be placed in shrub/ ground cover areas where possible. 3) Sprinkler heads shall be as indicated on the drawings. Six inch (6") pop-up type spray heads shall be installed in all lawn areas. Twelve inch (12") pop-up type spray heads shall be installed in all ground cover/ shrub areas. 4) Irrigation system shall always be isolated from domestic system with use of an approved backflow device. PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE (psi): 65 COMPONENT SIZE GPM LENGTH LOSS/100' NET LOSS WATER METER 2' = 40 1,30 COPPER SERVICE LINE 2` 50' 1-70 0-85 B.F.P. 1-121 — — 12.0 MAINLINE 3' 25001 0.17 4.25 CONTROL VALVE 1 - - 2.70 ELEVATION 17 43.33 7.37 LATERALS 5.0 SUBTOTAL: 33.47 r= 25% PRESSURE ALLOWANCE FOR FITTINGS: 8.37 0 SPRINKLER OPERATING PRESSURE: 30.D TOTAL PRESSURE LOSS (psi): 71.84 Irrigation Plan -5,cale: V=2011 N lor t h : W d.0 = CA IN ca co r= 0 Cj CL E man cc i cj 0 cc CL cc M E M C: Sheet De,50rlrti011: Irrigation Plan Sheet: