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HomeMy WebLinkAbout3263-2F. Q) N i Q -Q ro U Owl Limo of work I I � Ico Ln II I It 'I IIS II - L ; v 311 14 - 4 - 3 �4 4 V 211 I t Ii I I I I o I � 4ll 1' II I ►I - t 134" .1 I I II Iii 1u 4.. J IIJ & 4 II 4 I I f1 El I io II I II II - II I M 2° I l• . & r L. E S K ao •I I- - Ifs--.- _ ilk _ i II III I_I ■ Latch Line 'A' - See This Sheet DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Ub,IDERGROUN[) SE ,VIS";E ALERT OF SOUT7IEFH CALIr OPMA ACTUAL SLEEVE LOCATION a I All (Mork to beet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. Match Line 'A' - See This Sheet I�I I; J to to W N 2" t � I start C113 7A CU U Dianthuso, Ct. Equipment Legend SYMBOL DESCRIPTION MODEL Superior 950-DW,1-12" NOZZLE New 1-1 /2" Water Meter G.P.M. Gate valve © Nibco T-113, line size Master Valve Mainline PVC. SCH. 40 up to 1-1/2", 0 Class 3152"&up Controller Lateral Line PVC. Class 2001/2" Thru 1-1/2" 1.22 ________ Irrigation Sleeve PVC. SCH. 40 at 2-1/2" Toro X Dia. of Pipe Sprinkler Heads SEE IRRIGATION DETAILS, SHEET L-6 SYMBOL Remote control valve MODEL Superior 950-DW,1-12" NOZZLE Quick coupling valve G.P.M. Rain -Bird 33 -DRC, Line Size © Automatic irrigation controller Toro N.W. 8000,132-8608 Master Valve 32 Station 0 Reduce Pressure Backflow Preventer Controller Febco, 825 Y,1-/4 SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN — Master Valve 0 Electrical Cabnet © Controller 50' 1.22 0.61 C) O Toro 570-Z 4" pop-up FB -50 -PC Bubbler 0.45 30 Flood City [later Meter — Backflow Preventer with Encloser on 7x3.5' pad — Flow Senser — Master Valve — 3'n2' Eletrical Enclosure 8 Controller Location _ EXACT LOCATION OF CONTROLLER IN R.O.W. TO BE APPROVED BY INSPECTOR. 2' Light Poll (typ) \ 14' 211 \ _ A"�� 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. Irrigation Plan Scale: 1"=20' North Irrigation Notes As -Built Equipment Legend SYMBOL DESCRIPTION GPM LENGTH City Water Meter ® Backflow Preventer 1 Y" Flow Senser — Master Valve 0 Electrical Cabnet © Controller 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/ 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. P.O.C. at NEVA 1-Y2" METER AND 1-2" BACKFLOW. 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. Station Number i Gallons Per Minute- Valve Size ��4Detail/ section number; Sheet number r►_ PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE (psi) : 66 VALVE NO.: 9 COMPONENT SIZE GPM LENGTH LOSS/100' NET LOSS WATER METER 1 Y" 20 — - 0.8 COPPER SERVICE LINE 1 Y2" 50' 1.22 0.61 B.F.P. 1%" — — 10.0 MAINLINE 2" ��Dim 750' 0.32 2.4 CONTROL VALVE 1=�° Q �DLL. — — 0.45 ELEVATION — 8' 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 111111111114 R I C H A R D op • Landscape Architecture Urban Design & Planning 455 W. 4th St., Ste. C San Bernardino, CA 92401 phone: (909) 888-5568 e-mail: rpa9l @msn.com fax: (909)384-9854 Richard Pope, Landscape Architect CA# 2664 �Vpt1DSCAPF� OPE L /C 9'Q� w ( �`I n 1 Client: Western Pacific Development & Construction Co. 6710 Beryl Street Alta Loma, CA 91701 (909) 989-2134 Attn: Jack Hull Sheet De5criptlon: Irrigation Plan Date: Aug. 21, 2002 KF'*A Job No.: 02-20 Drawn by: KD SMc Ke i5ion5 Y` Sheet: Of: 9 as 49 1 17�w s cc cc v CO) v cc oa 4.0 i �_ 0D CIO ��Dim P% N Cc 4+ = O = � CL E Q �DLL. O - L6 .® co 0VON cc Ey. 4 16. r W SIC p L6 ��O++ cc V ma Sheet De5criptlon: Irrigation Plan Date: Aug. 21, 2002 KF'*A Job No.: 02-20 Drawn by: KD SMc Ke i5ion5 Y` Sheet: Of: 9