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Home My WebLink About3929-7IRRIGATION LEGEND (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE, THE CONTRACTOR IS REQUIRED TO USE 57OZ-COM (CHECK-O-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER THAN ELEVATION CHANGE- OR AS NEEDED IN FIELD. THE 8' 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. 1 112" WATER METER - REFER TO CIVIL PLAN 1 ® 1 112" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W12" WYE -STRAINER 1 - SEE DETAILS NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") / T-580-70-66 (2-314"-3") 5 SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 25 IRRIGATION NOTES DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTMENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 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%). 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 DIFFERENCES 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 RESPONSIBILITY FOR ANY REVISIONS REQUIRED. SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING .POINTS, USING STREET ELLS, AS PER DETAII.,. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN, BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY NOTIFY CONTRACTING 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% COVERAGE, CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER. IRRIGATION DESIGN CRITERIA Name of Water Supplier: Fontana Water District 3/04105 Pressure Given By: Jack Swe @ Fontana Water Distract (626) 448-6183 HGL - 1812 HIGH -361 LOW ZONE: Tank F46 HIGHEST ELEVATION ON THIS SYSTEM 1647.69 LOWEST ELEVATION ON THIS SYSTEM 1610.6 WATER METER ELEVATION 1632.44 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. Underground Service Alert SYMBOL DESCRIPTON 'DATA INDUSTRIAL'- HFSM-1.5 FLOW SENSOR RAINBIRD QUICK COUPLER 33 DLRC - Locate in a 10" round lockable plastic valve box @ 150' o.c. maximum. Support with a rebar stake and two house clamps each. AUTOMATIC CONTROLLER LOCATION - SEE CONTROLLER NOTE ON PLAN. Provide controller charts per City requirements. Contractor to also install a Rainguard moisture sensor @ the controller. Locate in a vandal resistant area free from overhead obstruction and outside of the irrigation spray pattern. -- - - MAINLINE - SEE DETAIL FOR INSTALLATION DEPTHS. - SIZES INDICATED. Mainlines (pressurized) 1112 inch and smaller shall be Schedule 40 solvent -weld P.V.G. Mainlines (pressurized) 2 inch through 3 inch shall be Class 315 solvent -weld P.V.C. CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE, PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS. PVC SCHED. 40- 24" COVER UNDER PAVING - -- WIRE SLEEVES - WIRE CONDUIT TO BE SCH 40 GRAY PVC PIPE, ( LATERAL AND MAINLINE PIPE RUNS TO BE INSTALLED IN SEPERATE SLEEVES.) - WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM FOR FOR FUTURE VIVRE ADDITIONS OR REPAIRS, 2X THE DIA OF THE SLEEVE CONTENTS - - - - - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. - PROVIDE - - - - - - - - SLEEVES UNDER HARDSCAPE (CONCRETE / ASPHALT IN EXCESS OF 4' WIDE). INDICATES STATION NUMBER /-X-*K x INDICATES CONTROLLER INDICATES GPM INDICATES VALVE SIZE PRESSURE LOSS CALCULATIONS SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI QTY iR TORO 5702-PRX-12P-COM-2SST TREE BUBBLER 2X6' .09 30 11 di RAINBIRD 1812 -SAM -PRS -MPR -NP -5Q QUARTER SPRAY HEAD 5' .10 30 ELEVATION CHANGE (UP GRADE -15') ❑ RAINBIRD 1812 -SAM -PRS -MPR -NP -5H HALF SPRAY HEAD 5' 2.0 30 DESIGN PRESSURE REQUIRED 4 RAINBIRD 1812 -SAM -PRS -MPR -NP -8Q QUARTER SPRAY HEAD 8' .26 30 PRIOR TO TRENCHING ® RAiNBIRD 1812 -SAM -PRS -MPR -NP -8H HALF SPRAY HEAD 8' .52 30 2 EXTRA 1" CONDUITS Q RAINBIRD 1812 -SAM -PRS -MPR -NP -8F FULL SPRAY HEAD 8' 1.05 30 z 4" 6 RAINBIRD 1812 -SAM -PRS -MPR -NP -12Q QUARTER SPRAY HEAD 12' .65 30 549 % RAINBIRD 1812 -SAM -PRS -MPR -NP -12H HALF SPRAY HEAD 12' 1.3 30 r� Q� RAINBIRD 1812 -SAM -PRS -MPR -NP -12F FULL SPRAY HEAD 12' 2.6 30 +� RAINBIRD 1812 -SAM -PRS -MPR -NP -15Q QUARTER SPRAY HEAD 15' ,92 30 O RAINBIRD 1812 -SAM -PRS -MPR -NP -15H HALF SPRAY HEAD 15' 1.85 30 G RAINBIRD 1812 -SAM -PRS -MPR -NP -15F FULL SPRAY HEAD 15' 3.7 30 RAINBIRD 1806 -SAM -PRS -MPR -NP -8Q QUARTER SPRAY HEAD 8' .26 30 RAINBIRD 1806 -SAM -PRS -MPR -NP -8H HALF SPRAY HEAD 8' .52 30 �I RAINBIRD 1806 -SAM -PRS -MPR -NP -8F FULL SPRAY HEAD 8' 1.05 30 '�► RAIN BIRD 1806 -SAM -PRS -MPR -NP -12Q QUARTER SPRAY HEAD 12' .65 30 v RAIN BIRD 1806 -SAM -PRS -MPR -NP -12H HALF SPRAY HEAD 12' 1.3 30 RAIN BIRD 1806 -SAM -PRS -MPR -NP -12F FULL SPRAY HEAD 12' 2.6 30 236 J RAIN BIRD 1806 -SAM -PRS -MPR NP -15Q QUARTER SPRAY HEAD 15' .92 30 V RAIN BIRD 1806 -SAM -PRS -MPR -NP -15H HALF SPRAY HEAD 15' 1.85 30 RAIN BIRD 1806 -SAM -PRS -MPR -NP -15F FULL SPRAY HEAD 15' 3.7 30 ® RAINBIRD 1806-SAM-PRS-MPR-NP-I5RCS115LCS END SPRAY HEAD 4X15' .61 30 0 RAINBIRD 1806 -SAM -PRS -MPR -NP -15 SST STRIP SPRAY HEAD 430' 1.21 30 (CONTRACTOR TO DECIDE IN FIELD WHICH BUBBLER TO INSTALL) CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 V-15 NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE, THE CONTRACTOR IS REQUIRED TO USE 57OZ-COM (CHECK-O-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER THAN ELEVATION CHANGE- OR AS NEEDED IN FIELD. THE 8' 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. 1 112" WATER METER - REFER TO CIVIL PLAN 1 ® 1 112" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W12" WYE -STRAINER 1 - SEE DETAILS NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") / T-580-70-66 (2-314"-3") 5 SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 25 IRRIGATION NOTES DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTMENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 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%). 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 DIFFERENCES 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 RESPONSIBILITY FOR ANY REVISIONS REQUIRED. SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING .POINTS, USING STREET ELLS, AS PER DETAII.,. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN, BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY NOTIFY CONTRACTING 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% COVERAGE, CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER. IRRIGATION DESIGN CRITERIA Name of Water Supplier: Fontana Water District 3/04105 Pressure Given By: Jack Swe @ Fontana Water Distract (626) 448-6183 HGL - 1812 HIGH -361 LOW ZONE: Tank F46 HIGHEST ELEVATION ON THIS SYSTEM 1647.69 LOWEST ELEVATION ON THIS SYSTEM 1610.6 WATER METER ELEVATION 1632.44 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. Underground Service Alert SYMBOL DESCRIPTON 'DATA INDUSTRIAL'- HFSM-1.5 FLOW SENSOR RAINBIRD QUICK COUPLER 33 DLRC - Locate in a 10" round lockable plastic valve box @ 150' o.c. maximum. Support with a rebar stake and two house clamps each. AUTOMATIC CONTROLLER LOCATION - SEE CONTROLLER NOTE ON PLAN. Provide controller charts per City requirements. Contractor to also install a Rainguard moisture sensor @ the controller. Locate in a vandal resistant area free from overhead obstruction and outside of the irrigation spray pattern. -- - - MAINLINE - SEE DETAIL FOR INSTALLATION DEPTHS. - SIZES INDICATED. Mainlines (pressurized) 1112 inch and smaller shall be Schedule 40 solvent -weld P.V.G. Mainlines (pressurized) 2 inch through 3 inch shall be Class 315 solvent -weld P.V.C. CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE, PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS. PVC SCHED. 40- 24" COVER UNDER PAVING - -- WIRE SLEEVES - WIRE CONDUIT TO BE SCH 40 GRAY PVC PIPE, ( LATERAL AND MAINLINE PIPE RUNS TO BE INSTALLED IN SEPERATE SLEEVES.) - WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM FOR FOR FUTURE VIVRE ADDITIONS OR REPAIRS, 2X THE DIA OF THE SLEEVE CONTENTS - - - - - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. - PROVIDE - - - - - - - - SLEEVES UNDER HARDSCAPE (CONCRETE / ASPHALT IN EXCESS OF 4' WIDE). INDICATES STATION NUMBER /-X-*K x INDICATES CONTROLLER INDICATES GPM INDICATES VALVE SIZE PRESSURE LOSS CALCULATIONS ��"�' � �� VALVE # D11 GPM 24 WATER METER (1 11211) 1.2 SERVICE LINE - GATE VALVES 1.2 BACKFLOW PREVENTER 12.0 MASTER VALVE 1.3 VALVE 3.84 MAINLINE (600' @ 211 ) 3.0 LATERAL LINE 4.2 ELEVATION CHANGE (UP GRADE -15') -6.49 TOTAL PRESSURE LOSS 33.23 10 % RESIDUAL PRESSURE REQUIRED 3.3 MINIMUM OPERATING PRESSURE 30 DESIGN PRESSURE REQUIRED 66.53 AVAILABLE PRESSURE (P.O.C.) 77.9 RESIDUAL PRESSURE REMAINING +11.37 QTY 1 12 PLAN VIE 1 TYP.. CONCRETE TO REST AGAINST UNDISTURBED SOIL 1780' @ 2„ 600'@ 1 112" 360'@ 1 1/4" 1000' @ 1" 7000' @ 314" 120' 240' ELEVATION TYR. CONCREXE THRUST BLOCKS NOTE: THRUST .BLOCKS SHALL 8E INSTALLED IN ACCORDANCE WITH PIPE. MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED: UTILIZED IN ALL (2 1/2" AND LARGER MAINLINE PIPE) #3 REBAR TO eE -PLACED AROUND PIPE INTO THRUST BLOCK TYP. �pflasr � APPROVED 11Y: C" OF FONTANA C1W ENGINEER DATE: THRUvr BLOCK RaWAr K WED= ASS EMKY - 1Z/;'10' 9 DAWN 11y.. *IMOMY IZnSTEOr. �t Cal DATE OF LAST Ii,E'IrlStON: M. PLAN tim San r%WT i nV I f OF THRUST BLOCK DETAIL 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 WITH TAPE. ALLOW TO SET UNTIL RESIN JELLS STEP 4 'SCOTCH" SEALING PACK WIRE CONNECTION CITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD' S) 1. Toro Sentinel Model #SSAK48PS16NS1, 48 station field satellite controller. 2. Mount in Strong Box Model No. SB-24SS/ 120V. (Stainless Steel) 3. Provide ground rod and surge protection for each satellite controller. Contact: MIKE DOBIS TURF STAR (619) 524-6181 (619) 793-3999 (Pager) (800) 774-8873 (Main Office) Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (6/26/04) PROVIDE 20 AIBP 2 POLE BREAKER FOR NEW PUMPS WHERE APPLICABLE IRRIG. CONT. 50 A 2P 120/240 O 3W 12 CIR PANEL r ---i L --J FINISHED GRADE 9" 4 REN - 4u. GROUND FOR ELECTRICAL k%,=- �==_zp_ IRRIGATION CONTROL NOTE: ALL POWER WIRES. GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT SIZE OF EQUIPMENT 4B"W X 18"D X 54" HIGH AND SIZE OF CONC. SLAB -• 52V X 24"D X 8' THICK W/#4 REBARS AT 12. O.C. TYP s"DAX12"D. BOTTOMLESS GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL 5/8"DUI X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC METER I I I I I I � I I I I I I I SWEEP ��"�' � �� µ'Vi -+ e• FOR CONTROLLER a GENERAL NOTES: FLOW SENSOR MASTER VALVE NTS W CONTROL PROVIDE 100A METER AND 50A/2P MAIN C/B WHERE INDICATED PUMCONDUCTORS A ON DRAWINGS o CONCRETE TEMPLATE MOUNTING EXTRA SLAB PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS, SIG � d w POWER U PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED y ON DRAWINGS. QU �z TERMINATE AT EAS710N HANDHOLE. PER S.C.E. COMPANY REQ. VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. CONDUIT 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 to- I z 4" EXACT LOCAT10N OF CONTROLLER SHALL BE AGREED I UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND r� CONTRACTOR PRIOR TO ANY TRENCHING OR j i jEiER FACES ❑ WIRE PLACEMENT I STREET METER I I I I I I � I I I I I I I SWEEP 'CONDUIT ELLS FOR CONTROLLER a WIRES END VIEW NTS W STRONG Box MODEL NO. SB- 24SS/120V RAIN SHUTOFF DEVICE - SEE LEGEND 12" w � SWEEP 'fGONDUT FOR ELLS OER �R�LL a JOB # OS -019 FRONT VIEW NTs W CONTROLLER AND ENCLOSUfVL� obb FARE �,� DRAVN BYE a Call: TOLL FREE 0 1-800 DESUMD Jay, 422-4133 cHEacen BY - 7W WORKING DAYS BEFORE YOU DIG CITY OF FONTANA LANDS CAPE FLANS KNOX AVENUE - PHASE 1 �s SHOWN DATEi VEnn - r� I nw�. Noj 7 QQ CITY ENGINEER R.C.E. 51152 ESD'. DATE 3929 10 �0 %tkDSCApf y4 G� 2782 vs DATE 9��• DO* dF CAS-��(( DWN CHK a�U a JOB # OS -019 N ¢' of 18 W zr�"j A W W o za Z 0o a � d w U > QU �z �0 %tkDSCApf y4 G� 2782 vs DATE 9��• DO* dF CAS-��(( DWN CHK a JOB # OS -019 N ¢' of 18 W zr�"j A W W o za Z o� a � d w �z �0 %tkDSCApf y4 G� 2782 vs DATE 9��• DO* dF CAS-��(( DWN CHK DATE 07I05/05 JOB # OS -019 L 6 of 18