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Home My WebLink About3930-5IRRIGATION LEGEND 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 1S 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 SUITING JOINTS, USING STREET ELLS, AS PER DETAIL. 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: West Valley Water District 3104105 Pressure Given By: Lon Tsai @ Engineering (909) 875-1804 HGL - 1884 HIGH -32' LOIN ZONE 6 HIGHEST ELEVATION ON THIS SYSTEM 1648 LOWEST ELEVATION ON THIS SYSTEM 1595 (NATER METER ELEVATION 1635 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 F o y� Calk TOLL FREE GY 1-800 422-4133 1W0 WORKING DAYS BEFORE YOU DIG 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.C. 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 WIRE 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 XINDICATES CONTROLLER x INDICATES GPM INDICATES VALVE SIZE QTY 1 26 1 50'@3" 1995'@ 2 112" 450' @ 1 114" 520` @ 1 " 6442' @ 314" 400' 400' FLAN VIE TYP. CONCRETE TO REST AGAINST UNDISTURBED SOIL ELEVAI1ON f i TYP. CONCRETE THRUST BLOCKS NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE j MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. UTILIZED IN ALL (2 1/2- AND LARGEI1 MAINUNE PIPE) #3 RESAR TO 4E PLACED AROUND PIPE INTO THRUST BLOCK TYR FUP APPROVED BY: CI'T'Y OF FONTANA CrIY ENGINEDATE: TN IVT BLOK ER '25126 ROBERT W. W EDDL E A55EMIXY EW. 12/31/01 DRAWN BY: 11MOTHY KASTEOT. OWL `F DATE OF LAST REVISION: STD. PLAN NA. r,')n ANT I ncl TH-R-U-ST BLOCK DETAIL POINT OF CONNECTION : 'A' INSTALL A 11/2- (DOMESTIC) WATER METER - SEE CIVIL PLAN FOR LOCATION. INSTALL A 11/2 FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. MASTER VALVE / PRESSURE REGULATOR TO BE SET @ 85 PSI COORDINATE THESE LOCATIONS WITH OWNER/ DEVELOPER. AVAILABLE PRESSURE 69.71 PSI DESIGN PRESSURE 67 8 PSI MAXIMUM DEMAND 25 GPM F46 ZONE HGL (LOW 1786 TO HIGH 1812) WA TER METER 1625 WATER METER - FONTANA WATER DISTRICT (626) 448-6183 JACK SWE RUSSELL OR CARLOS IN ENGINEERING DEPT. IRRIOATION I�IORST CONDITION SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI QTY 8 TORO 570Z-PRX-12P-COM-2SST TREE BUBBLER 2X6' A9 30 17 Ih RAINBIRD 1812 -SAM -PRS -MPR -NP -50 QUARTER SPRAY HEAD 5'' .10 30 55 ❑ RAINBIRD 1812 -SAM -PRS -MPR -NP -5H HALF SPRAY HEAD 5' 2.0 30 75 4 RAINBIRD 1812 -SAM -PRS -MPR -NP -8Q QUARTER SPRAY HEAD 8' .26 30 7 0 RAINBIRD 1812 -SAM -PRS -MPR -NP -8H HALF SPRAY HEAD 8' .52 30 248 TOTAL SYSTEM LOSS RAINBIRD 1812 -SAM -PRS -MPR -NP -8F FULL SPRAY HEAD 8' 1.05 30 4 dl RAINBIRD 1812 -SAM -PRS -MPR -NP -12Q QUARTER SPRAY HEAD 12' .65 30 8 m RAINBIRD 1812 -SAM -PRS -MPR -NP -12H HALF SPRAY HEAD 12' 1.3 30 73 RAINBIRD 1812 -SAM -PRS -MPR -NP -12F FULL SPRAY HEAD 12' 2.6 30 0 d) RAINBIRD 1812 -SAM -PRS -MPR -NP -15Q QUARTER SPRAY HEAD 15' .92 30 7 O RAINBIRD 1812 -SAM -PRS -MPR -NP -15H HALF SPRAY HEAD 15' 1.85 30 51 G RAINBIRD 1812 -SAM -PRS -MPR -NP -15F FULL SPRAY HEAD 15' 3.7 30 0 RAINBIRD 1806 -SAM -PRS -MPR -NP -8Q QUARTER SPRAY HEAD 8' .26 30 16 RAINBIRD 1806 -SAM -PRS -MPR -NP -8H HALF SPRAY HEAD 8' .52 30 101 RAINBIRD 1806 -SAM -PRS -MPR -NP -8F FULL SPRAY HEAD 8' 1.05 30 0 RAIN BIRD 1806 -SAM -PRS -MPR -NP -12Q QUARTER SPRAY HEAD 12' .65 30 5 RAIN BIRD 1806 -SAM -PRS -MPR -NP -12H HALF SPRAY HEAD 12' 1.3 30 0 RAIN BIRD 1806 -SAM -PRS -MPR -NP -12F FULL SPRAY HEAD 12' 2.6 30 0 �] RAIN BIRD 1806 -SAM -PRS -MPR -NP -150 QUARTER SPRAY HEAD 15' .92 30 6 D RAIN BIRD 1806 -SAM -PRS -MPR -NP -15H HALF SPRAY HEAD 15' 1.85 30 2 D RAIN BIRD 1806 -SAM -PRS -MPR -NP -15F FULL SPRAY HEAD 15' 3.7 30 0 ® RAINBIRD 1806-SAM-PRS-MPR-NP-I5RCS/15LCS END SPRAY HEAD 4X15' .61 30 24 ® RAINBIRD 1806 -SAM -PRS -MPR -NP -15 SST STRIP SPRAY HEAD 4x30' 1.21 30 86 RAINBIRD 5006 -PL -PC -SAM -MPR -25Q QTR ROTOR HEAD 23' .74 25 0 �2 RAINBIRD 5006 -PL -PC -SAM -MPR -25H HALF ROTOR HEAD 23' 1.44 25 0 RAINBIRD 5006 -PL -FC -SAM -MPR -25F FULL ROTOR HEAD 23' 2.78 25 0 (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 570Z -CONI (CHECK-O-MATIC) POP-UP BODYS ON ANY HEADS ON A SYSTEM WITH 3' 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. FRI 1 112" WATER METER - REFER TO CIVIL PLAN 1 ® 1 112" FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER WI 2" WYE -STRAINER 1 - SEE DETAILS NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (314"-2")1 T-580-70-66 (2-314"-3") 4 SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED 32 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 1S 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 SUITING JOINTS, USING STREET ELLS, AS PER DETAIL. 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: West Valley Water District 3104105 Pressure Given By: Lon Tsai @ Engineering (909) 875-1804 HGL - 1884 HIGH -32' LOIN ZONE 6 HIGHEST ELEVATION ON THIS SYSTEM 1648 LOWEST ELEVATION ON THIS SYSTEM 1595 (NATER METER ELEVATION 1635 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 F o y� Calk TOLL FREE GY 1-800 422-4133 1W0 WORKING DAYS BEFORE YOU DIG 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.C. 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 WIRE 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 XINDICATES CONTROLLER x INDICATES GPM INDICATES VALVE SIZE QTY 1 26 1 50'@3" 1995'@ 2 112" 450' @ 1 114" 520` @ 1 " 6442' @ 314" 400' 400' FLAN VIE TYP. CONCRETE TO REST AGAINST UNDISTURBED SOIL ELEVAI1ON f i TYP. CONCRETE THRUST BLOCKS NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE j MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. UTILIZED IN ALL (2 1/2- AND LARGEI1 MAINUNE PIPE) #3 RESAR TO 4E PLACED AROUND PIPE INTO THRUST BLOCK TYR FUP APPROVED BY: CI'T'Y OF FONTANA CrIY ENGINEDATE: TN IVT BLOK ER '25126 ROBERT W. W EDDL E A55EMIXY EW. 12/31/01 DRAWN BY: 11MOTHY KASTEOT. OWL `F DATE OF LAST REVISION: STD. PLAN NA. r,')n ANT I ncl TH-R-U-ST BLOCK DETAIL POINT OF CONNECTION : 'A' INSTALL A 11/2- (DOMESTIC) WATER METER - SEE CIVIL PLAN FOR LOCATION. INSTALL A 11/2 FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. MASTER VALVE / PRESSURE REGULATOR TO BE SET @ 85 PSI COORDINATE THESE LOCATIONS WITH OWNER/ DEVELOPER. AVAILABLE PRESSURE 69.71 PSI DESIGN PRESSURE 67 8 PSI MAXIMUM DEMAND 25 GPM F46 ZONE HGL (LOW 1786 TO HIGH 1812) WA TER METER 1625 WATER METER - FONTANA WATER DISTRICT (626) 448-6183 JACK SWE RUSSELL OR CARLOS IN ENGINEERING DEPT. IRRIOATION I�IORST CONDITION 'A' STATIC PRESSURE.- 69.77 PSI 0 1608 ELEV. VALVE.• A/74 GPM: 26 Z >Cd SIZE ITEM PS! �z 1 1/2WATER METER 7.4 Qw 1 1/2" BACKFLOW DEVICE 72.0 Za 2" GATE VALVE 1.2 0,,� 2 1/2" CLASS 315 MAINLINE 2600' 6.0 �h 7" 1/2" REMOTE CONTROL VALVE 3.6 PVC LATERAL LINES 4.8 � ELEVATION LOSS +28' 5.8 TOTAL SYSTEM LOSS 34.8 109' RESIDUAL PSI 3.4 IRRIGATION HEAD PRESSURE 30.00 �QO� TOTAL SYSTEM LOSS 67.8 a AVAILABLE PRESSURE 69.71 PSI RESIDUAL PSI +1.97 PSI /_ 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 #SSAK48PS 16NS 113 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 DOB IS TURF STAR (619) 520-6181 (619) 793-3999 (Pager) (800) 774-8573 (Main Office) Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (6/26/04) PROVIDE 20 AMP - 2 POLE BREAKER FOR NEW PUMPS WHERE APPLICABLE iRRIG. CONT 50 A 2P 120/240 0 3W 12 CIR PANEL r---1 FINISHED GRADE •• •�4C- #4 �..:r.. a REBS iYP. GROUND FORELECTRICAL IRRIGATION CONTROL BOARD M ETER NOTE: ALL POWER WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH INCLOSED PAD WITH SCH 40 RIGID CONDUIT SIZE OF EQUIPMENT = 46"W X 18"0 X 54" HIGH AND SIZE OF CONC. SLAB = 52'W X 24"D X 8" THICK W/J4 REBARS AT 12. O.C. TYP 8' DIA. X 12- D. BOTTOMLESS GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL 5/8 -DIA X 10` DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC GENERAL NOTES: FLOW SENSOR MASTER VALVE CONTROL PROVIDE 100A METER AND 5QA/2P MAIN C/B WHERE INDICATED PUMP CONDUCTORS CONCRETE ON DRAWINGS TEMP LA EXTRA MOUNTING PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. SIGNAL POWER PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. TERMINATE AT EXISTiON HANDHOLE PER S.C.E. COMPANY REQ. VERIFY ENACT 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 24- l i EXACT LOCKnON OF CONTROLLER SHALL BE AGREED UPON BY EDISON, C11Y LANDSCAPE INSPECTOR AND �- i F's ❑ CONTRACTOR PRIOR TO ANY TRENCHING OR iMETER FACESWIRE PLACEMENT I I I I STREET 1 I I r-' e I I I I 12N STRONG eOX MODEL NO. S8- 24SS/120V RAIN SKUTOFF DEVICE - SEE LEGEND a $cr SWEEP CONDUIT FOR SWEEP CONDUIT FOR E� CONS OLLER CONTROLLER WARES END VIEW FRONT VIEW NTS NTS CONTROLLER ENCLOSURE !C4o0sco $2 CITY OF FONTANA t 2 j4 Vol �� LANDSCAPE PLANS � 27y� BE/NG/LH SUMMIT AVENUE(NORTH SIDE} As SHOWN rccrr n BVi DAM ° h b o ` �Q' RP 07/13/05 WE �%�• k, o�z CHEM]) BYl AWOVU BY,� DWG. Mi 5 of CA�-RP -�-�.�. � UATE, r393, r-eir2 my mwzm r:.C.E. 511 EXP BATE 14 O DNM CHK DATE 07-13-05 JOB * 05-028 H Z >Cd � W �z w Z Qw Za Z 0,,� �h o C) � o0 �QO� a O DNM CHK DATE 07-13-05 JOB * 05-028 W �z w Z Qw Za Z 0,,� �h o O DNM CHK DATE 07-13-05 JOB * 05-028