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Home My WebLink About4173-3IRRIGATION LEGEND Z STATIC PRESSURE: 90.9 PSI @ 1589'ELEV. 1710\1DUGATION NOTES SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI PSI ill WATER METER 3.4 ill BACKFLOW DEVICE 12 DIAGRAMMATIC PLAN lb TORO 570 Z-PRX- 1 2P -COM -50 QUARTER SPRAY HEAD 51 .10 30 4.3 0 TORO 570 Z-PRX-12P-COM-5H HALF SPRAY HEAD 51 .20 30 THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED 4 TORO 570 Z-PRX-12P-COM-8Q QUARTER SPRAY HEAD 81 .25 30 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN TOTAL SYSTEM LOSS TORO 570 Z-PRX-12P-COM-81H HALF SPRAY HEAD 81 .50 30 PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. +16.71 PSI TORO 570 Z-PRX-12PCOM-8F FULL SPRAY HEAD 81 1.0 30 do TORO 570 Z-PRX-12P-COM-12Q QUARTER SPRAY HEAD 12' .50 30 SPRINKLER ADJUSTMENT REQUIRED I TORO 570 Z-PRX-12P-COM-12H HALF SPRAY HEAD 12' 1.09 30 TORO 570 Z-PRX- 1 2P -COM 1 2F FULL SPRAY HEAD 1-21 2.19 30 81 THE IRRIGATION CONTRACTOR S14ALL FLUSH AND ADJUST ALL SPRINKLER HEADS TORO 570 Z-PRX-12P-COM-15Q QUARTER SPRAY HEAD 151 .85 30 FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND 0 TORO 570 Z-PRX-12P-COM-15H HALF SPRAY HEAD 151 1.65 30 @ TORO 570 Z-PRX-12P-COM-15F FULL SPRAY HEAD 151 3.60 30 ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE El TORO 570Z-PRX-12P-COM-2SST STRIP SPRAY HEAD 2XV .09 30 PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY C1 TORO 570Z-PRX-12P-COM-4EST END SPRAY HEAD 4X15l .45 30 PERCENT (50%). N TORO 570Z-PRX-12P-COM-4SST STRIP SPRAY HEAD 4X39 .90 30 + TORO 570 Z-PRX-6P-COM-8Q QUARTER SPRAY HEAD 81 .25 30 FIELD CONDITIONS V TORO 570 Z-PRX-6P-COM-8H HALF SPRAY HEAD 81 .50 30 TORO 570 Z-PRX-6P-COM-8F FULL SPRAY HEAD 81 1.0 30 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE TORO 570 Z-PRX-6P-COM-12Q QUARTER SPRAY HEAD 121 .50 30 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR TORO 570 Z-PRX-6P-COM-12H HALF SPRAY HEAD 121 1.09 30 426 GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE TORO 570 Z-PRX-6P-COM-12F FULL SPRAY HEAD 12' 2.19 30 CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS TORO 570 Z-PRX-6P-COM-15Q QUARTER SPRAY HEAD 151 .85 30 NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY TORO 570 Z-PRX-6P-COM15H HALF SPRAY HEAD 15, 1.65 30 REVISIONS REQUIRED. TORO 570 Z-PRX-6P-COM-15F FULL SPRAY HEAD 151 3.6 30 TORO 570 Z-PRX-6P-SB-2-180-PC2 STREAM BUBBLER 2X61 .09 30 570 Z-PRX-6P-SB-90-PC2 SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, AS PER DETAIL. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED THE CONTRACTOR IS REQUIRED TO USE 570Z -COM (CHECK-0-MATIC) GALLONS PER MINUTE IS NOT AVAILABLE. POP-UP BODYS ON ANY HEADS ON A SYSTEM WITH V OR GREATER THAN ELEVATION CHANGE- OR AS NEEDED IN FIELD. THE 8SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN WATER LINE UNDER PAVING THE FIELD. ANY HEADS THE NEED A REDUCTION OF MORE THAN 50 % OF THE LISTED SPRAY PATTERN WILL REQUIRE TORO PCD SCREENS. ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. FMI DOMESTIC WATER METER - REFER TO CIVIL PLANS. 1 FEBCO 825Y 2- REDUCED PRESSURE BACKFLOW PREVENTER IN LEMUR VANDAL- 1 SYSTEM COVERAGE RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS NIBCO T-1 13 GATE VALVE (3" OR SMALLER) - LINE SIZE 2 THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN Locate in a 10" round lockable plastic valve box. ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE SUPERIOR 950DW SERIES REMOTE CONTROL VALVE (SIZE INDICATED) 14 @ 1" CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN Locate in a 12" xl8"rectangular lockable plastic valve box per valve. ADDITIONAL COST TO THE OWNER. All valves and plastic valve boxes to be numbered. 2" SUPERIOR 3000 SERIES MASTER VALVE (NORMALLY CLOSED) 1 DATA INDUSTRIAL MODEL 228 PV "IR" FLOW SENSOR 1 RAINBIRD QUICK COUPLER 33D - Locate in a 10" round lockable plastic valve box 10 @ 150'o.c. maximum. Support with a sch 40 pvc pipe stake and two house clamps each. AUTOMATIC CONTROLLER LOCATION (EXISTING) Provide controller charts per City requirements. A WCS 'Reinguard' Rain shutoff device @ the controller has been installed. Contractor to tie into existing controller and repair/replace and material damaged by trenching/installation of new wires throught existing landscape. PVC SCH. 40 MAINLINE- 1-1/2" AND SMALLER. PVC CLASS 315,2"AND LARGER. 16001 24"COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED. PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS. 1300'@ 3/4- 380'@ 1 1/4" PVC SCHED. 40- 24" COVER UNDER PAVING 1130'@ 1" 110'@ 1 1/2" PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIAMETER OF PIPE 0 Pipe , controller wires and communication cable to be 24" deep under paving and 18" below wells. SCH. 40 WIRE SLEEVE - Locate in a seperate trench per UBC and City Specifications. 0 INDICATES VALVE NUMBER INDICATES CONTROLLER INDICATES VALVE GPM INDICATES VALVE SIZE IRRIGATION WORST CONDITION Z STATIC PRESSURE: 90.9 PSI @ 1589'ELEV. DESIGN PRESSURE: 74.19 PSI VALVE: D/13 GPM: 23 Z SIZE ITEM PSI ill WATER METER 3.4 ill BACKFLOW DEVICE 12 2" GATE VALVE 1.2 2vt CLASS 315 MAINLINE 700 LN FT 3.5 ill REMOTE CONTROL VALVE 4.3 CLASS 200 PVC LATERAL LINES 4.8 TOTAL SYSTEM LOSS 29.2 IRRIGATION HEAD PRESSURE 30.00 10% RESIDUAL PSI 5,9 ELEVATION LOSS MAX 21'x.433 9.09 TOTAL SYSTEM LOSS 74.19 AVAILABLE PRESSURE 90.9 PSI RESIDUAL PSI +16.71 PSI Underground Service Alert ORE Call: TOLL FREE 1-800 422-4133 EXISTING CONTROLLER: 'DI EXISTING CONTROLLER @ STA. 32+80 THE EXISTING CONTROLLER IS A TORO NETWORK 8000 FIELD SATELLITE CONTROLLER. CONTRACTOR WILL NEED TO TRENCH FROM THE EXISTING CONTROLLER TO THE NEW SYSTEM. CONTRACTOR TO REPAIR OR REPLACE ANY DAMAGED OR DESTROYED, PLANTING OR IRRIGATION WITHIN THE CONSTRUCTION AREAS. RUN ADDITIONAL WIRES TO THE FLOW SENSOR / MASTER VALVE TO THE EXISTING CONTROLLER. POINT OF CONNECTION: CONTRACTOR TO INSTALL A NEW 1 " WATER METER, REFER TO CIVIL PLANS. CONTRACTOR TO INSTALL A 1" FEBCO 825YA. REDUCED PRESSURE TYPE BACKFLOW PREVENTER AND LOCATE IN A LEMEUR VANDAL -RESISTANT STEEL MESH ENCLOSURE. COORDINATE LOCATION WITH CITY INSPECTOR. (SCREEN WITH SHRUBS) (DO NOT LOCATE IN TURF AREA) STATIC PRESSURE: DESIGN PRESSURE: MAXIMUM DEMAND: FONTANA WATER HGL. 1799 KIETH HOUSTON 626.448.6183 90.9 PSI 74.19 PSI 28 GPM WATER METER ELEV. 1589 PROVIDE 20 AMP 2 POLE BREAKER FOR NEW PUMPS WHERE APPLICABLE FINISHED GRADE 14 GROUND FOR ELECTRICAL IRRIGATION CONTROL BOARD METER 50 A 2P F - - -I L - - J NOTE - ALL POWER WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT IRRIG. CONT. SIZE OF EQUIPMENT - 46V X 18"D X 54" HIGH AND 120/240 SIZE OF CONC. SLAB - 52"W X 24"D X 8" THICK 0 3W W/#4 REBARS AT 12" O.C. TYP 12 CIR PANEL 8" DIA. X 12" D. BOTTOMLESS GROUND WELL 311 WITH PARKWAY COVER, FILL WITH PEA GRAVEL ........... #4 REBARS Aft TYP. 5/8"DIA X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC 3/4-C. 1#6 A GENERAL NOTES: PROVIDE 100A METER AND 5OA/2P MAIN C/9 WHERE INDICATED EXTRA CONCRETE ON DRAWINGS S� '6 S B MOUNTING PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. LAB PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. TERMINATE AT EXtSTION HANDHOLE. PER S.C.E. COMPANY REQ. VERIFY EXACT LOCATION AND TERMINATION REO. WITH S.C.E. CO. 9CONDUIT ;FOR PRIOR TO TRENCHING GROUND ROD INSTALLATION CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT 2 EXTRA 1 * CONDUITS AND COPPER CONDUCTORS WITH TYPE -THHN/THWN- INSULATION. EXTRA 24" EXACT LOCATION OF CONTROLLER SHALL BE AGREED CONTRACTOR PRIOR TO ANY TRENCHING OR UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND _rMETER FACES STREET STRONG BOX MODEL NO. SB- 24SS/120V SWEEP \CONDUIT FOR ELLS CONTROLLER WIRES END VIEW NTS RAN SHUTOFF DEVICE - SEE LEGEND SWE*E90 mmm irr mc, P CONDUIT FOR ELLS CONTROLLER "RES FRONT VIEW NIS =L STRIP WIRES APPROX. 5/8- FROM ENDS STEP 1 TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM STEP 2 MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END STEP 3 WRAP OPEN END OF SEALINGPACK WtTH TAPE. ALLOW TO SET UNTIL RESIN JELLS STEP 4 "SCOTCH" SEALING PACK CITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD'S) 1. Toro Network 8000 Model # 132-86-08, 32 station field satellite controller. 2. Mount in Strong Box Model No. SB-24SS/12OV. (Stainless Steel) 3. Provide Rainmaster 3 2 PC 'Pigtair for remote controll, operation. 4. Provide Sensor Input Board (SIB) Model #995-63 to interface with flow meter and rain shut off device. 5. Provide Radio Link Kit #89-7611 to communicate with central command. All radio equipment shall be compatible with VHF. 6. Provide ground rod and surge protection for each satellite controller. Contact: Curtis Newman California Turf (619) 520-6181 (619) 793-3999 (Pager) (800) 774-8873 (Main Office) Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) 1 T E- C A P E - Landscape Architecture and Planning 3195-8 Airport Loop Drive Costo Mesa, CA 92626 Rithard Polharnus, Licanse CA -#2782 (949) 644-9370 (714) 210-3140 FAX + A!� 4� 4�N U Z C) 0 LLJ ""'t> ZN 0 -<� N cc 1..4 + cf) 44 CL r'*__ �:) rn Z _4!� \.00SC4p pot 4 82 ell ..Of C MW DVM C"K DATE 09/28/06 yg,CITY OF FONTANA JOB # 06-041 LANDSCAPEPLANS DRAWN BYt SCALEf Aft 'M KNOX AVENUE - LANDSCAPE PLANS ff M NG ASSHOWN M STATION 37+22.00 TO 52+13.00 DESIGNE.10 2Yf IRR. NQTES,�'T DATEi L NG & LEGEND 9-28-06 3 CHECKED3Y, APPROVED BY - 2 let 4173 of 7 RD I CITY ENGINEER R.C.E, 51152 EXR, DATE 8 Z Z > Z 00 r-,. Cl) lt- z LU z 00 z 0 U > kn \.00SC4p pot 4 82 ell ..Of C MW DVM C"K DATE 09/28/06 yg,CITY OF FONTANA JOB # 06-041 LANDSCAPEPLANS DRAWN BYt SCALEf Aft 'M KNOX AVENUE - LANDSCAPE PLANS ff M NG ASSHOWN M STATION 37+22.00 TO 52+13.00 DESIGNE.10 2Yf IRR. NQTES,�'T DATEi L NG & LEGEND 9-28-06 3 CHECKED3Y, APPROVED BY - 2 let 4173 of 7 RD I CITY ENGINEER R.C.E, 51152 EXR, DATE 8 Cl) lt- z LU z 0 C) z \.00SC4p pot 4 82 ell ..Of C MW DVM C"K DATE 09/28/06 yg,CITY OF FONTANA JOB # 06-041 LANDSCAPEPLANS DRAWN BYt SCALEf Aft 'M KNOX AVENUE - LANDSCAPE PLANS ff M NG ASSHOWN M STATION 37+22.00 TO 52+13.00 DESIGNE.10 2Yf IRR. NQTES,�'T DATEi L NG & LEGEND 9-28-06 3 CHECKED3Y, APPROVED BY - 2 let 4173 of 7 RD I CITY ENGINEER R.C.E, 51152 EXR, DATE 8