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HomeMy WebLinkAbout4070-6f i i . i i f f , ACCESS ROAD % ( 2" 1 _..... .... ._...... _..... .. i E 3/411 _ ...� ..._ ......_...._ ..._ ..._......._...._...._ ................ w 3/4° . AU TOM ATI C CON TROLLER LOCATION D r INSTALL 24 STATION AUTOMATIC IRRIGATION ,........ ............._....._. CONTROLLER IN STAINLESS STEEL VANDAL RESISTgNT B 3/4�'� 3 ENCLOSURE REFER TO LEGEND FOR MODEL NO. % CONTRACTOR TO MAKE FINAL HOOK UP. 3/411 j BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET 2" 'E R SER LINE Z. Q A� .VX3/4,..._ .._ ..._ ..� ..�....._....�;:,�.- `= � ...w ..._. ......_...._ ..._ ......._ ...; `�.. 3/4'-' B -g 6.0 /B-9\19.2 -10 6.0 Install mainline within limit of work and at base of slope wherever possible. 1" l^J 2„ T �... .- ._...............�..... tea, tea, a J4'. _...._ _....w ..._ ..............._.. w.3�4; _ ... i - ..._ .._ .._ ..._ .. J/'4- . /4- _ ...w .._ 3/4'1-/ j i 3/411 i t i i : 1 I \ ! rl t f i /13-5\ 16.0 ' POINT OF CONNECTION "13 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF 1 1/2 IRRIGATION WATER METER PROVIDED UNDER CIVIL WORK. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND INSTALL AS FOLLOWS: 1) A 2" REDUCED PRESSURE BACKFLOW PREVENTER, FEBCO 825Y WITH A 100 MESH STRAINER. 2) 1 1/2" IRRIGATION MASTER VALVE, WATTS 815-4SA-BG-NC-MO, CONNECT TO MASTER VALVE STATION AT CONTROLLER. 3 1" FLOW METER, DATA INDUSTRIES FLOW SENSOR. 4 EXTEND MAIN LINE TO VALVES AS SHOWN. TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OS IRRIGATION EQUIPMENT LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER NOTES ENGR. CITY DATE (METER) POINT OF CONNECTION BY OTHERS BY OTHERS IRRIGATION PLAN KB HOME Greater Los Angeles Inland Valley Division KB HOME Greater Los Angeles Inland Valley Division ��� R �,� o v ` FLOW METER DATA INDUSTRIES FLOW SENSOR UNE SIZE SCALE: MASTER VALVE WATTS 815-4SA-BG-NC-MO UNE SIZE 120 36310 Inland Valley Drive 36310 Inland. Valley Drive RDCD PRSSRE. BCKFLW. PRVNTR. FEBCO 825Y- W/ LEMEUR ENCLOSURE LOCATE IN SHRUB AREAS. Provide press. reg. set at 85psi. DATE: AUTOMATIC VALVE SUPERIOR 950DW BRASS SIZE AS NOTED ON PLANS DM S /T 08.12.2008 QUICK COUPLER RAINBIRD 33DLRC sJgT e O��Q' F F EXP. DATE 04-31-09 GATE VALVE NIBCO OR EQUAL LINE SIZE PRD `T 0 7 0 20 AUTOMATIC CONTROLLER TORO - SENTINEL ESBXX-U2MPEA161OK-OBI-VRA W/STRONG BOX ENCLOSURE, SEE DETAILS EX. RAIN TIP BUCKET PROVIDED BY OTHERS Refer to City of Fontana remote location, provide wiring �■ MAINLINE 2" OR LARGER CL 315 1 1/2" OR SMALLER SCH 40 REFER TO PLAN SCH. 40 PVC LATERAL LINE SIZE PER PLANS BOOSTER PUMP BARRETT PUMPS IBGAB-3-2-2 Contact Green Product Sales (949) 584-7311 �-C, SHC40 CONTROL WIRE CONDUIT N/A N/A N/A IRRIGATION HEAD LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER G.P.M. P.S.I. RADIUS 1 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, QUARTER HEAD .24 30 B. 2 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, HALF HEAD .50 30 8' $ SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, TQ HEAD .76 30 8' 4 SHRUB POP-UP SPRAY HEAD TORO 5705-12P-PRX-COM, FULL HEAD 1.00 30 8' 5 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, QUARTER HEAD .40 30 10' 6 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, HALF HEAD .71 30 10' 7 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, T.Q. .97 30 10' $ SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM,FULL HEAD 1.49 30 10' 9 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, QUARTER HEAD .50 30 12' 0 SHRUB POP-UP SPRAY HEAD TORO 5705-12P-PRX-COM HALF HEAD 1.09 30 12' 1.1 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, T.Q. 1.55 30 12' 2 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM,FULL HEAD 2.19 30 12' SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, QUARTER HEAD .85 30 15' 1 SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, HALF HEAD 1.65 30 15' SHRUB POP-UP SPRAY HEAD TORO 570S-12P-PRX-COM, T.Q. HEAD 2.60 30 15' SHRUB POP-UP SPRAY HEAD TORO 571S-12P-PRX-COM, FULL HEAD 3.60 30 15' 7 SHRUB POP-UP ROTOR HEAD HUNTER PGP-ADJ-360-01 .5 30 28' $ SHRUB POP-UP ROTOR HEAD HUNTER PGP-ADJ-360-04 1.2 30 32' SHRUB POP-UP BUBBLER HEAD TORO 570S-12P-PRX-COM-SB-4-180-PC2 .46 1 30 2.5' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1� PLANTING AND IRRIGATION REVISION 8/12/08 IRRIGATION PLAN KB HOME Greater Los Angeles Inland Valley Division KB HOME Greater Los Angeles Inland Valley Division ��� R �,� o v ` ARCHITECTURE P: 951.582.4058 DRAWN BY: TRACT 17027 SCALE: DM 120 36310 Inland Valley Drive 36310 Inland. Valley Drive , T. F: 951.582.4056 COMMUNITY ACI LI TI ES DESIGNED BY: DATE: Wildomar CA 92595 Wildomar CA 92595 DM S /T 08.12.2008 PREPARED BY: PETER R. DI LALLD R.L.A. N0. 1230 CHECKED BY: AP VED BY: ® DRAWING NO.: 06 sJgT e O��Q' F F EXP. DATE 04-31-09 0 F CP\ LANDSCAPE CONTRACTOR AS A NORMAL SCOPE OF WORK TO ADJUST SYSTEMS AND HEADS, USING: (PRS) PRESSURE REGULATING RISER COM) CHECK-O-MATIC SEAL VAN) VARIABLE ARC NOZZLES X -FLOW SHUT-OFF DEVICES (MPR) MATCHED PRECIPITATION RATE NOZZLES TO FACILITATE AN EFFICIENT WATER IRRIGATION SYSTEMS. LANDSCAPE CONTRACTOR TO PLACE SPRINKLER HEADS ADJACENT TO GLASS AREAS, AND WALLS, A. MINIMUM OF 12" AWAY FROM SAID AREAS. IRRIGATION PLANS ARE SCHEMATIC AND ARE DRAWN FOR EASE IN READING, AND CLARIFICATION. ONLY. ALL HEADS, VALVES, LATERAL LINES, AND MAINLINES, AS WELL AS ANY OTHER IRRIGATION EQUIPMENT SHALL BE INSTALLED IN PLANTED AREAS. INDICATES STATION NUMBER & CONTROLLER /A -I\12.00 INDICATES GALLONS PER MINUTE OR HOUR INDICATES AUTOMATIC VALVE SIZE PI" KEY MAP 40' 10 1 "= 20' 20' ,,0 N.T.S. SM-IL"NDSCMIE MC"'MCT DI LALLD 11830 PIERCE ST. UNIT 200 VCCITY OF FONTANA, CALIFORNIA OWNER APPLICANTZDEVELOPER �NDsc,�p DILAL(Q 9� LANDSCAPE RIVERSIDE, CA 92505 IRRIGATION PLAN KB HOME Greater Los Angeles Inland Valley Division KB HOME Greater Los Angeles Inland Valley Division ��� R �,� o v ` ARCHITECTURE P: 951.582.4058 DRAWN BY: TRACT 17027 SCALE: DM 120 36310 Inland Valley Drive 36310 Inland. Valley Drive , T. F: 951.582.4056 COMMUNITY ACI LI TI ES DESIGNED BY: DATE: Wildomar CA 92595 Wildomar CA 92595 DM S /T 08.12.2008 PREPARED BY: PETER R. DI LALLD R.L.A. N0. 1230 CHECKED BY: AP VED BY: ® DRAWING NO.: 06 sJgT e O��Q' F F EXP. DATE 04-31-09 0 F CP\ DATE. PRD `T 0 7 0 20 ITY ENGINEER R.C.E. DATE: APPROVED FOR CONSTRUCTION PLOT DATE: 09.29.2008 `� -� „�_ � tr.