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HomeMy WebLinkAbout3745-2. TOLL FREE 00-227-2600 _EAST TWO DAYS BEFORE YOU DIG ncF _Fv_i ID _,EF 'I,_` LEST F iTHEF' 1 BASE LINE AN Work to Moat or Enood State A Local Cele: mad Mllaby Standards. Written oh nallono to Precede Sealed BimlemeleaL PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE (psi) : 100-122 REGULATED TO 85 Worst Case- valve 10 COMPONENT SIZE GPM LENGTH LOSS/100' NET LOSS WATER METER 1 32 - - 210 COPPER SERVICE LINE 1 1800 -SAM 50' 4.41 221 B.F.P. 1 Mainline PVC. SCH. 40 up to 1-1/2", - - 120 MAINLINE 2" 700' 077 539 CONTROL VALVE 1 ES648-U2-MPEA1610K-OBI-VRA, 48 Station - 114 MASTER VALVE 2" _ _ = - 14 FLOW SENSOR 2" X Dia. of Pipe - Flow Sensor ELEVATION - - 8-H LATERALS - Reduced Pressure Regulator - - 50 SUBTOTAL 2924 25% PRESSURE ALLOWANCE FOR FITTINGS 731 SPRINKLER OPERATING PRESSURE: 300 TOTAL PRESSURE LOSS (psi). 6655 UR'�ERaR0UN0 UTMITIES: 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. Equipment Legend SEE IRRIGATION DETAILS, SHEET L-4 SYMBOL DESCRIPTION CC MANUFACTURER ® Remote control valve NOZZLE New 12' Water Meter GYM Superior 950-DW,1 '2" I'A I I tHN Gate valve Q Quick coupling valve 1800 -SAM Nibco T-113, line size 8-Q Rain -Bird 33 -DRC, Line Size -- — Mainline PVC. SCH. 40 up to 1-1/2", © Automatic irrigation controller Q Class 315 2" & up Toro in Strong Box enclosure 8-T 8' 0.35 ES648-U2-MPEA1610K-OBI-VRA, 48 Station 1350 Lateral Line PVC. Class 200 3/4" Thru 1-1/2" O Reduce Pressure Backflow Preventer _ _ = Irrigation Sleeve PVC. SCH. 40 at 2-1/2" Febco, 825 Y, 112" , Brass X Dia. of Pipe a Flow Sensor Q Master Control Valve Rain -Bird FS200P, 2" 8-H Rain -Bird 200 -GB, 2" Normally Closed 0.52 Reduced Pressure Regulator 180° p Wilkins, 500HR, 2" C0 8-Q Set at 85 psi BASE LINE Irrigation Plan Scale: l"=20' North — Station number Gallons per minute Valve size Detail/ section number Sheet number 0ww:Mls1ar UaiaAQ SYMBOL MANUFACTURER MODEL DESCRIPTION NOZZLE RADIUS GYM F'.b 1. I'A I I tHN lh Rainbird 1800 -SAM 12" Shrub pop-up 8-Q 8' 0.26 30 90° QI Q and 6" Lawn pop-up 8-T 8' 0.35 30 1350 (see note 3 below) � eA O Q Oi 8-H 8' 0.52 30 180° p E C0 8-Q 8' 0.26 30 90° v Q C aE: � 8-T 8' 0.35 30 135° K v � 8-H 8' 052 30 180° ; 10-Q 10' 039 30 900 m 10-T 1 a 0.53 30 1350 m 10-H 1 a 0.79 30 180° ® 12-10 12 0.65 30 90° ® 12-T 12 0.87 30 1350 ® 12-H 12 1.30 30 180° .� 10 -VAN 10' 0.75 30 ADJ. 0 15-H 15' 1.85 30 180° Hunter 1-20 Ultra .75SR 23' 0.58 30 90° Hunter 1-20 Ultra 1.5SR 23' 1.10 30 180° �doe 4E 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. P.O.C. at NEW 12 METER AND I? BACKFLOW DEVICE. Prior to installation of irrigation system, the Contractor shall verify static pressure at P.O.C. at 85 P.L1. (Regulated pressure). Should pressure be below that, the Landscape Architect shall be notified. J I I C H A R D PCDDf Landscape Architecture Urban Design & Planning 81 N 'E' Street, San Bernadino, CA 92401 )hone: (909) 888-5568 ox (909) 384-9854 :-mad: rpa la@vedzon.net !'!chard Pope. Landscape Architect CA# 2664 Owner/Applicant: K. Hevaullan Formd Hence: I W L Haven, #1100 Ontario, CA 91761 (909) 987-5270 Attn: Kyle Sheet Description: Irrigation Plan FONTANA 99 PHASE 1 AS -BUILT Date: November 10, 2004) RP4A Job No.: 07-21/08-09 Drawn by: LKO GRP Revisions: Febraory 24, 2008 As-Balits, October 15, 4007 RECORD DRAWINGS Sheet: L=2 Of: 7 loft y QI a N C � eA O . J Oi r v a. s A U0 E C0 d Ln W •O v �.+ C aE: � O .0.0E C cL I• W v � Sheet Description: Irrigation Plan FONTANA 99 PHASE 1 AS -BUILT Date: November 10, 2004) RP4A Job No.: 07-21/08-09 Drawn by: LKO GRP Revisions: Febraory 24, 2008 As-Balits, October 15, 4007 RECORD DRAWINGS Sheet: L=2 Of: 7