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HomeMy WebLinkAbout3263-3C CA W M N CD CO3 Ea J N. Equipment Legend SYMBOL DESCRIPTION GPM New 1-1/2" Water Meter LOSS/100' Gate valve WATER METER Nibco T-113, line size © Mainline PVC. SCH. 40 up to 1-1/2", - Class 315 2" & up COPPER SERVICE LINE Lateral Line PVC. Class 2001/2" Thru 1-1/2" -----_ Irrigation Sleeve PVC. SCH. 40 at 2-1/2" 1.22 X Dia. of Oipe Sprinkler Heads SEE IRRIGATION DETAILS, SHEET L-6 SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN 0 Toro 570-Z 4" pop-up FB -50 -PC Bubbler 0.45 30 Flood Irrigation Dotes 1) Mainline 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/ ind cover areas where possible. nkler heads shall be as indicated on the drawings. Six inch (6") pop-up type spray heads shall be ailed in all lawn areas. Twelve inch (12") pop-up type spray heads shall be installed in all ground cover/ Ib areas. ation system shall always be isolated from domestic system with use of an approved backflow device. All Work to Deet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. ` T 1 DIAL TOLL FREE t 1-800-227-2600 UNDERGROUND UTILITIES: !J AT LEAST TWO DAYS 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 BEFORE YOU DIG 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 1DEFC,fC-AUf1L) OEFVI(_.E ALERT OF S( -1U1 -=F11 CALIFOFI''l Contractor or others. Irrigation Plan Scale: 111=20' North +c1 - Station Number Gallons Per MinuteValve Size Sheet numbers Detail/ section number P.O.C. at NEW 1- r• METER AND 1-Y4" BACKFL0117. Prior to installation of irrigation system, the Contractor shall verify static pressure at P.O.C. at 66 P.S.I. Should pressure be below that, the Landscape Architect shall be notified. EXISTING STATIC PRESSURE (psi) : 66 TEST DATE: Aug -23,2002 AGENCY: FONTANA WATEn COMPANY PHONE NO.: (909) 822-2201 CHECKED BY: George PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE (psi) : 66 VALVE NO.: 18 COMPONENT Remote control valve GPM Superior 950 -DW, 1 -?2" LOSS/100' Quick coupling valve WATER METER Rain -Bird 33 -DRC, Line Size © Automatic irrigation controller - Toro N.W. 8000,132-8608 COPPER SERVICE LINE 32 Station Reduce Pressure Backflow Preventer 1.22 Febco, 825 Y, 1-' 4" SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN 0 Toro 570-Z 4" pop-up FB -50 -PC Bubbler 0.45 30 Flood Irrigation Dotes 1) Mainline 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/ ind cover areas where possible. nkler heads shall be as indicated on the drawings. Six inch (6") pop-up type spray heads shall be ailed in all lawn areas. Twelve inch (12") pop-up type spray heads shall be installed in all ground cover/ Ib areas. ation system shall always be isolated from domestic system with use of an approved backflow device. All Work to Deet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. ` T 1 DIAL TOLL FREE t 1-800-227-2600 UNDERGROUND UTILITIES: !J AT LEAST TWO DAYS 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 BEFORE YOU DIG 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 1DEFC,fC-AUf1L) OEFVI(_.E ALERT OF S( -1U1 -=F11 CALIFOFI''l Contractor or others. Irrigation Plan Scale: 111=20' North +c1 - Station Number Gallons Per MinuteValve Size Sheet numbers Detail/ section number P.O.C. at NEW 1- r• METER AND 1-Y4" BACKFL0117. Prior to installation of irrigation system, the Contractor shall verify static pressure at P.O.C. at 66 P.S.I. Should pressure be below that, the Landscape Architect shall be notified. EXISTING STATIC PRESSURE (psi) : 66 TEST DATE: Aug -23,2002 AGENCY: FONTANA WATEn COMPANY PHONE NO.: (909) 822-2201 CHECKED BY: George PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE (psi) : 66 VALVE NO.: 18 COMPONENT SIZE GPM LENGTH LOSS/100' NET LOSS WATER METER 1 -12 - - 0.8 COPPER SERVICE LINE 1 -/2 1.22 0.61 B.F.P. 1 /4 - - 10.0 MAINLINE 211 750' 0.32 2.4 CONTROL VALVE 1 -Y211 - - 0.45 ELEVATION - 81 43.3 3.47 LATERALS - - - 5.0 SUBTOTAL: 22.73 25% PRESSURE ALLOWANCE FOR FITTINGS: 5.68 SPRINKLER OPERATING PRESSURE: 30.0 TOTAL PRESSURE LOSS (psi): 58.41 R I C H A R D [Aja tafed22y& it92i3 Landscape Architecture Urban Design & Planning 455 W. 4th St., Ste. C San Bernardino, CA 92401 phone: (909) 888-5568 e-mail: rpa91 @msn.com fax: 1909) 384 9854 Richard Pope, Landscape Architect CA# 2664 Client: Western Pacific Development & Construction Co. 6710 Beryl Street Alta Loma, CA 91701 (909) 989-2134 Attn: Jack Hull Sheet Description: Irrigation Plan Date: Aug. 21, 2002 RP*A Job No.: 02-20 Drawn by: KD SMc Revi ions Sheet: Nor Of: 9 co) i > t co �j ■ M .0 CO) v v M i9 a Co 0 c ca cc.cc_ p. '— o C9 r""y.+ 0 0 r 0 0 _ c Cc LL. cc r CL co se r U Ca C.3 .la oLU o o rL t— Y. V J Sheet Description: Irrigation Plan Date: Aug. 21, 2002 RP*A Job No.: 02-20 Drawn by: KD SMc Revi ions Sheet: Nor Of: 9