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HomeMy WebLinkAbout3358-7® 2112" GRISWORLD 2230 ( NORMALLY OPEN ) MASTER VALVE. INSTALL 2 DOWNSTREAM FROM FLOW SENSOR PVC SCH 40 LATERAL LINE -12" COVER N PLANTING AREAS, 24" COVER UNDER PAVING. 13043 LN. FT. ®314" - SIZES INDICATED. 7230 LN. FT. 0 1" 1650 LN. FT. 011/4" 1210 LN. FT. 0 11/2" MAINLINE - SEE DETAIL FOR INSTALLATION DEPTHS. - SIZES INDICATED. 2510 LN. FT. 0 2- MWnkrm (pressw zed)1112 inch and smaller shall be Schedule 40 solvent -weld P.V.C. 4010 LN. FT. Q 21/2" 1uMainunes (pressurized) 2 inch fimbgh 3 inch s1rW be Class 315 solverli-weld P V C CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE -- - - PVC SCH 40 WIRE SLEEVE. - - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. - PROVIDE - - - - - SLEEVES UNDER HARDSCAPE (CONCRETE I ASPHALT IN EXCESS OF 4' WIDE). NOTE: • ALL CONTROL WIRE, LATERAL AND MAINLINE PIPE RUNS TO BE INSTALLED IN SEPERATE SLEEVES. • ALL SLEEVING TO BE SCH. 40 PVC. • SONG : - WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM FOR FUTURE WIRE ADDITIONS OR REPAIRS. ' - PIPE SLEEVING TO BE 2 x DIAMETER OF PIPE ENCASED. INDICATES STATION NUMBER x'-- INDICATES CONTROLLER x •--- INDICATES GPM INDICATES VALVE SIZE . IRRIGATION DESIGN CRITERIA IRRIGATION LEGEND Name of Water Supplier: Fontana Water District 11/21/02 Pressure Given By : MIKE MC GAW (909) 822-2201 - (JOSE) Pressure Given By : STEVE GAO (626) 448-6183 SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI QUANTITY 100.0 PSI CITRUS AVE. 0 MURFIELD LANE III TORO 570 Z-PRX 12P-C�Q QUARTER SPRAY HEAD 5 .10 30 supplier prior to installation. If different from PSI noted above, Contractor ❑ TORO 570 Z-PRX 12P -COM -5H HALF SPRAY HEAD 5' .20 30 (-27) -11.6 TOTAL PRESSURE LOSS 51.6 TORO 570 Z-PRX 12P -CORA -8Q QUARTER SPRAY HEAD V 25 30 86.8 AVAILABLE PRESSURE (P. 0. C.) (67 elev.) 106.5 PSI TORO 570 Z-PRX12P-COM-8H HALF SPRAY HEAD V .50 30 (-23) -9.95 0 TORO 570 Z-PRX 12P -COM -8F FULL SPRAY HEAD V 1.0 30 MINIMUM OPERATING PRESSURE ,0 30.0 TORO 570 Z-PRX 12P-CONA-12Q QUARTER SPRAY HEAD 12' .50 30 (1501 elev.) 91.1 PSI 0 TORO 570 Z4W 12P -COM -12H HALF SPRAY HEAD 12' 1.09 30 +16.1 © TORO 570 Z4W 12P40M-12F FULL SPRAY HEAD 12' 2.19 30 1645 b TORO 570 Z-PRX-12P-COM-150 QUARTER SPRAY HEAD Is .85 30 0 TORO 570 Z4W 12P -COMA -15H HALF SPRAY HEAD 15 1.65 30 Q TORO 570 Z4W 12P -COM -15F FULL SPRAY HEAD 1S 3.60 30 ' S TORO 570Z-PRX 12P-COM-2SST STRIP SPRAY HEAD 2X6' .09 30 M TORO 570Z-PRX 12P-COM-4EST END SPRAY HEAD 4X15' .45 30 N TORO 5702-PRX 12P-COM4SST STRIP SPRAY HEAD 4X30' .90 30 TORO 570 Z4W4P-COMA410 QUARTER SPRAY HEAD V 25 30 ® TORO 570 Z HALF SPRAY HEAD 8' .50 30 ® TORO 570 Z-PRX4P-COM-8F FULL SPRAY HEAD 8' 1.0 30 TORO 570 Z- W4P-COMA-12Q QUARTER SPRAY HEAD 12' .50 30 ® TORO 570 Z4W-6P-COM-12H HALF SPRAY HEAD 12' 1.09 30 726 ® TORO 570 Z-PRX4p.COM-12F FULL SPRAY HEAD 12' 2.19 30 TORO 570 Z-PRX-6P COM -150 QUARTER SPRAY HEAD 15' .85 30 V TORO 570 Z -M -6P -COM -15H HALF SPRAY HEAD 15' 1.65 30 ® TORO 570 Z-PRX15F FULL SPRAY HEAD 15 3.6 30 ® TORO 570 Z-PRX4W-SB-2-18041`C2 STREAM BUBBLER 2X6' .09 30 570 Z4W41P-SB-90-PC2 0 RAIN BIRD T 12SAM-PC-T30-1.0 ROTOR HEAD 21' .90 25 O RAIN BIRD T 12SAM-PC-T30-2.0 ROTOR HEAD 21' 1.90 25 ® RAIN BIRD T 12SAM-PC-T30-4.0 ROTOR HEAD 21' 3.40 25 ® RAN BIRD T 12SM-PC-T30-1.0 ROTOR HEAD 2T .90 25 045 Q RAW BIRD T 12SAMA•PC-T30-2A ROTOR HEAD 29' 1.68 25 © RAIN BIRD T 12SAM-PC-T30.5.0 ROTOR HEAD 31' 4.20 25 (CONTRACTOR TO DECIDE N FIELD WHICH BUBBLER TO INSTALL) CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID ONERSPRAY AND INSURE FULL COVERAGE THE CONTRACTOR IS REQUIRED TO USE 5702 -COMA (CHECK-O-MATIC) POP-UP BODY'S ON ANi( HEADS ON A SYSTEM WITH 3' OR GREATER THAN ELEVATION CHANGE- OR AS NEEDED IN FIELD. THE V SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. RAIN BIRD 33 DLRC LOCKING W/ RUBBER CAP, QUICK COUPLER 47 © 'DATA INDUSTRIAL' - HFSM-200 FLOW SENSOR 2 H NIBCO BRASS BALL VALVE (LINE SIZE) T485-70 (3W-2-) / T-580-7066 (2.3W-3-) 4" AND LARGER TO BE FEBCO NRS SEWS GATE VALVE - LINE WE ; " 9102- SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 5301- 301"210 2101112" 0 WATER METERS - REFER TO CML PLAN 1 Q r 2" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W/ 2" WYE -STRAINER 1011/2' - SEE DETAILS 1 Q2 - 2"U V S @82 AUTOMATIC CONTROLLER LOCATION - SEE NOTE. 3 ® 2112" GRISWORLD 2230 ( NORMALLY OPEN ) MASTER VALVE. INSTALL 2 DOWNSTREAM FROM FLOW SENSOR PVC SCH 40 LATERAL LINE -12" COVER N PLANTING AREAS, 24" COVER UNDER PAVING. 13043 LN. FT. ®314" - SIZES INDICATED. 7230 LN. FT. 0 1" 1650 LN. FT. 011/4" 1210 LN. FT. 0 11/2" MAINLINE - SEE DETAIL FOR INSTALLATION DEPTHS. - SIZES INDICATED. 2510 LN. FT. 0 2- MWnkrm (pressw zed)1112 inch and smaller shall be Schedule 40 solvent -weld P.V.C. 4010 LN. FT. Q 21/2" 1uMainunes (pressurized) 2 inch fimbgh 3 inch s1rW be Class 315 solverli-weld P V C CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE -- - - PVC SCH 40 WIRE SLEEVE. - - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. - PROVIDE - - - - - SLEEVES UNDER HARDSCAPE (CONCRETE I ASPHALT IN EXCESS OF 4' WIDE). NOTE: • ALL CONTROL WIRE, LATERAL AND MAINLINE PIPE RUNS TO BE INSTALLED IN SEPERATE SLEEVES. • ALL SLEEVING TO BE SCH. 40 PVC. • SONG : - WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM FOR FUTURE WIRE ADDITIONS OR REPAIRS. ' - PIPE SLEEVING TO BE 2 x DIAMETER OF PIPE ENCASED. INDICATES STATION NUMBER x'-- INDICATES CONTROLLER x •--- INDICATES GPM INDICATES VALVE SIZE . IRRIGATION DESIGN CRITERIA CALCULATIONS Name of Water Supplier: Fontana Water District 11/21/02 Pressure Given By : MIKE MC GAW (909) 822-2201 - (JOSE) Pressure Given By : STEVE GAO (626) 448-6183 2.3 Static Pressure : 0.02 90.5 PSI CITRUS AVE. 0 SUMMIT AVE. (103.9 ELEV.) 100.0 PSI CITRUS AVE. 0 MURFIELD LANE (82.0 ELEV.) 118.9 PSI CITRUS AVE. 0 SIERRA LAKES PARKWAY (40.0ELEV.) MIN. WATER PRESSURE MUST BE +87 PSI AT START OF JOB Contractor shall verify the static water pressure with supplier prior to installation. If different from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in contractor being responsible for changes that might occur. FWAN n IRMIGATION NO S DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WMHN PAVED AREAS ARE FOR DESIGN CLARDWATION ONLY AND SHALL BE INSTALLED iN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTIVIENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER DADS FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL. INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE'EXISTING SITE CONDITIONS. CONTRACTOR TO USE PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY PERCENT (50'/0 FIELD CONDITIONS DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DACES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSMU TY FOR ANY REVISIONS REQUIRED. SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, AS PER DETAIL. 1+)I'1k)t 81ki' 014 M11 Z0 0 �3 EVAllot pik)' "I�8)z" '9 V11 THE SPRINKLER SYSTEM DESIGN IS BASED ON A M[DQMUM OPERATIONAL PRESSURE AND A MAJIIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND ibD►dEDIATELY NOTIFY CONTRACI NG OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED GALLONS PER MINUTE IS NOT AVAILABLE. WATER LINE UNDER PAVING ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. SYSTEM COVERAGE THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN ORDER TO GUARANTEE 100'/9 COVERAGE. CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER. C� P011I 10 AMP -� 9 PaLO P= Nam PUMPO WWADPL 4AI r ---t L --J N001fr ALL Po11a1R Wlii/ & dMOMD WNiD X= ON" 1110 411101AwA1aL+► at.111010 AAD ONIM "M11111% i wooLolp POD WW am 40 911910 60NMI17 AAD Elio a1s*p COW.* GLAD • "V x 900 x r TAM Y11N41ii RM* AAT Ir /IT. PRESSURE LOSS CALCULATIONS VALVE , U-22 V-12 GPM 29 25 WATER METER (2 ") 2.3 SERVICE LINE 0.02 GATE VAL VES 1.4 BACKFLOW PREVENTER 12.0 Y -STRAINER 1.2 MASTER VAL VE 3.2 VALVE 2.1 MAINLINE 1200' 3.6 9.98 LATERAL LINE & FITTINGS 4.2 ELEVATION CHANGE (-27) -11.6 TOTAL PRESSURE LOSS 51.6 10 X RESIDUAL PRESSURE REQUIRED 5.2 M/N/MUM OPERATING PRESSURE 30.0 DESIGN PRESSURE REQUIRED 86.8 AVAILABLE PRESSURE (P. 0. C.) (67 elev.) 106.5 PSI SET REGULATOR 0 85 P. S I. W RESIDUAL PRESSURE REMAINING +19.7 PRESSURE LOSS CALCULATi ONS VALVE S-7 GPM 25 WATER METER (2 ") 0.0 SERVICE LINE 4) � 0.02 GATE VALVES 1.8 BACKFLOW PREVENTER .--I 12.0 Y -STRAINER 1.2 MASTER VALVE 3.2 VALVE 2.1 MAINLINE 2" 1030' LN FT 5.97 MAINLINE 21/2" 250' LN FT .57 LATERAL LINE & FITTINGS W 4.2 ELEVATION CHANGE (-23) -9.95 TOTAL PRESSURE LOSS 41.19 10 X RESIDUAL PRESSURE REQUIRED 4.1 MINIMUM OPERATING PRESSURE ,0 30.0 DESIGN PRESSURE REQUIRED 75.29 AVAILABLE PRESSURE (P.O.C.) (1501 elev.) 91.1 PSI SET REGULATOR 0 85 P.S.I. Z� RESIDUAL PRESSURE REMAINING +16.1 r dald■I116AL Won& PROYM W" MW AND aordP MM 00 WMaw liD1QMW dN a1111411111106 Ora Mai unm"TANi iobnowLLa>! aia>�z WWiDi NDICr1O ON aiiWN9 . wes"m AT noonam NANCwaiat AIR "A capower am veli W Neuer LOG► M AND 1111111110fhTM Ilii, WIM 44L oa ae�,r..ow MOM To 1WMN0WN9 �Iwawo woo aoWDUR AND ooNDYOTOR 111& Aero *AMP SNI %WWWAI CONOWT AND QOAIIII11111oa 696C11101lo11iJW N T' M 9W N#T~ WAu6Ar4hL Mawr 111II r LOCMI a• coNnwoa&M 01i" ME AI011■iD 1 7 Maki ow ialew &W LA~.AM NMWonioA AND COME OTT Pliiow 'RO AW 10&%MX1M all IYGIr (L.�J WIC PLAO!'Y�If NOW . }� � �r�01N4r t10aC MODAL, NO. Iii- 2A&&12*V «� 1ooNaulT P= aLi.. aae/.oL�.®e WMA F& III ilij • a •I, NO , •'` r InU PHASE 2 CONTROLLER ASEMBLY 'U' & 'V' Strong box, back to back encloxure Toro 8000 - (2) 32 Station Controllers Master Valve Relay Flow Sensor Board - Master Controller to be closest to Flow Sensor CONTROLLER. 'U' 8c 'V' C42 -T01-32+32 / MVR / TS 1 B For Controller Assembly: Contact. United Green Tech (800) 427-0779 Daryl Green For Controller "Com" Communication cable size, loop location and phone connection to Moster Controller 'U' - Contact. Toro (916) 712-9046 EXT 4014 Wayne Owens PHASE CONTROLLER ASEMBLY 'S' Strong box, back to back encloxure Toro 8000 - (1) 32 Station Controllers Master Valve Re/oy Flow Sensor Board - Master Controller to be closest to Flow Sensor CONTROLLER: 'S' C42 -TO l -32 / MVR / TS 18 For Controller Assembly. Contact. United Green Tech (800) 427-0779 Daryl Green For Controller "Com" Communication cable size, loop location and phone connection to Master Controller 'S' Contact. Toro (916) 712-9046 EXT 4014 Woyne Owens &W PI NW06 �t 1~ *Post aD an c "7W TAft AiLLOY1 TO aw L"TiL =W J&66 Ei ; L tinter 4 'M1O0'1�t' tYYL.Ni P�W491G CITY OP PONTANA I TION CONTSTANMr4RD POR ITY PACILITIRS DISTRICTED (a ro '6) I. Toro Network BOW Model 0 132-86-08,32 atation field Lellite control ler. 2. Mount in ftrong Box Model No. 85-240 (Sta inl 1) 3. Provide Ra inmas 32 PC 'Pigtail' for remote control operation. •off. Provide Cambell Scientific irc 2S tipping bucket (Weavu Duty Model) S. Provide Somor input Board (615) Model X995-63 to interface With flow mater and rain 6hA off device. 6. Provide Radio Link Idit 080-1611 to communicate with central command. x411 radio equipment aha I I be compatible With VIII Z. Provide ground rod and Surge protection for each Satellite controller. Contact: Curtin Newman California Turf (619) 520-611 (619) 193-3999 (Pager) (OW) '1714-W13 (Main Office) Park and Landscape Development tion,i ri++q�g Division CommuI Development Department, M4 of Fontana (06/W) Landscape Architecture and Planning 19762 YacArD w DLII S*L 130 W Wno, CA. 92612 Wabwd r &=MU16 uomm ca -#V&2 (90) "4-= (90) 47:-193 FAX W 4) � 00 r, .--I W O tt3 CO ^ W U ds ,0 �A Z�