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HomeMy WebLinkAbout3302-7m d ,r CITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD's) 1. Toro Network 8000 Model #132-8608, 32 Station Field Satellite Controller. 2. Mount in Strong Box Model No. SB-24SS/I20V (Stainless Steel). 3. Provide Rainmaster 32 PC 'Pigtail' for remote control operation. 4. Provide Cambell Scientific Inc., TE525 tipping bucket (Heavy Duty Model) 5. Provide Sensor input Board (SIB) Model #995-63 to interface with flow meter and rain shut off device. 6. Provide Radio Lint: Kit #89-7611 to communicate with central conunand. All radio equipment shall be compatible with VHF. 7. 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 & Landscape Development Section, Engineering Division, Community Development Department, City of Fontana (1/26/98) IRRIGATION NOTES DIAGRAMATIC PLAN This system is diagromatic. All pipes, valves, etc. shown within paved area are for design clarification only and shall be installed in planting area and joint trenches wherever possible. SPRINKLER ADUSTMENT REQUIRED The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent over—spray 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 High—pop heads are required adjacent to any turf and pede%�rian traffic areas planted with shrubs and groundcover. Fittings and riser to be high impact sch 40 pvc minimum. ( sch 80 pvc is preferred ) Plastic saddle and flange fittings are not permitted. Use Toro 15 ad j or V-15 adjustable nozzles to provide full coverage and avoid oversproy. 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 owner's authorized representative. 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 joints, using street ells, as per details with a minimum 6" nipple. COORDINATED WORK It is the sole responsibility of the irrigation contractor to familiarlize himself with all grade differences, location of walls, etc. contractor shall coordinate his work with the general contractor and other subcontractors, for locating pipe sleeves through walls, under roadway paving, etc. MINIMUM PRESSURE AND MAXIMUM GALLONS REQURED The sprinkler system design is based on a minimum operational pressure and a maximum demand at the point of connection, as noted on othe plan. Before installing the system, check point of connection and immediatelynotify Landscape Architect if pressure is not as noted or the required gallons per minumte is not available. WATER LINE UNDER PAVING ASI 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 filed in Qrder to guarantee 100% coverage. Contractor to contact the Landscape Architect prior, to any major change(s) resulting in additional cost to the , Owner. In no- instance shall heads be spaced more than 50% of their diameter. ( head to head coverage required } If field conditions vary from plans the contractor must provide additional heads to insure head to head coverage. IRRIGATION LEGEND KEY DESCRIPTIONG. vs P. M. PSI $1 TORO 570—Z— 12P—COM-8-0 POP—UP SHRUB SPRAY 8' .24 30 HO ' � o SEPARATELY SLEEVED AND SWEPT THROUGH e TORO 570—Z— 12P—COM-8H PDP—UP SHRUB SPRAY 8' .50 30 2 POLE BREAKER M METER 1 FOR NEW PUMPS TORO 70— —12P— M-10— POP—UP SHRUB SPRAY 10, .40 f 30 APPLICABLE IRRI 0 TORO 57OZ-12P—COM-10—H POP—UP SHRUB SPRAY 10' .71 30 I ZP AND ® TORO 570—Z-12P—COM-4EST POP—UP SHRUB SPRAY 4 x 15' .45 30 W/M4 REBARS AT 12' a C. TYP (� TORO 5 70—Z— 12P— COM— 4SST PDP—UP SHRUB SPRAY 4 x 30' .90 30 PANEL TORO 570-12P—COM-15— POP—UP SHRUB SPRAY 15' .85 30 L — J e' DIA. X 12' D. ®TORO 57OZ-12P—COA4-15—H— 15' 1.65 30 FINISHED GRADEWITH 3" �GRAVEL TORO 57OZ-12P—COM-5-0 POP—UP SHRUB SPRAY 5 .09 30 1 W. L • . ',� • ••1 • I� ® TORO 57OZ-12P—COM-5—H POP—UP SHRUB SPRAY 5 .19 30 4• TYP. 5/8'DIA X 10' DRIVEN GRtIII� 10 TORO 57OZ-6P—COM-10-0 POP—UP TURF SPRAY 10' .40 30 ,. OF 1990 NEC p TORO 57OZ-6P—COM-10—H POP—UP TURF SPRAY 10' .71 30 �► TORO 57OZ-6P—COM-15-0 POP—UP TURF SPRAY 15' .85 30 ® TORO 5702-6P—COM-15—H POP-UP TURF SPRAY 15' 1.65 30 0 TORO 57OZ-6P—COM--5—H POP—UP TURF SPRAY 5' .19 30 d3 TORO 57OZ-6P—COM-5-0 PDP—UP TURF SPRAY 5' .09 1 30 O TORO 570Z-12P—S8-2-180—PC2 POP—UP SHRUB STREAM BUBBLER 1.5' 1 .21 30 IRRIGATION CONTREt vs Cl) NOTE, BOARD � ALL POWER WIRES, GROUND WIRES ETC SHALL BE HO ' � o SEPARATELY SLEEVED AND SWEPT THROUGH PROVIDE 20 AMP I.. 1 u ENCLOSED PAD WITH SCH 40 RIGID CONDUIT 2 POLE BREAKER M METER 1 FOR NEW PUMPS APPLICABLE IRRI � 30 A SIZE OF EQUIPMENT - 46'W X 18'0 X 54' HIGH I ZP AND b bN 1 40 SIZE OF CONS SLAB - 52'W X 24'D X 8' THICK W/M4 REBARS AT 12' a C. TYP Z .� 12 CIR PANEL L — J e' DIA. X 12' D. BOTTOMLESS GROUND WELL FINISHED GRADEWITH 3" �GRAVEL FILL WITHWPEAAY 1 W. L • . ',� • ••1 • I� 04 REBARS -%,1 4• TYP. 5/8'DIA X 10' DRIVEN GRtIII� ROD PER ARTICLE 230-81 ,. OF 1990 NEC 3/4'C. 1116 IRRIGATION CONTREt vs Cl) t BOARD � HO ' � o rte, METER FACES I.. 1 u v STREET METER 1 Zo O � rJ c� I • CU b bN A NTS GENERAL NOTES PROVIDE IOOA METER AND WA/2P MAIN V2 WHERE INDICATED ON DRAWINGS PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED a DRAWINGS. TERMINATE AT EXISTION HANDHOL.E PER S. C. E- COMPANY REQ. VERIFY EXACT LOCATION MID TERMINATION REQ WITH S. G E CO. PRIOR TO TRENCHING CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC COMMIT AND COPPER CONDUCTORS WITH TYPE 'T* rr~ INSULATION. i!- 24' ---� 1 EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND ❑ CONTRACTOR PRIOi TO ANY TRENCHING OR WIRE PLAC 3*XT C'7 STRONG BOX lMODEL NO. SB- 24SS/120V Cu 0 MW 7 i ELLi CCWM WIRES FRONT VIEW NTS M� POINT OF CONNECT/ON (REFER TO CIVIL ENGINEERING PLANS) FEBCO 825Y 2" REDUCED PRESSURE BACKFLOW PREVENTER IN LEMUR VANDAL -- RESISTANT STEEL MESH ENCLOSURE — SEE DETAILS H NIBCO T-113 GATE VALVE (3" OR SMALLER) — LINE SIZE Locate in a 10" round lockable plastic valve box. ® (SOMP/ VO/CATEO) HI—OW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL VALVE Locate in a 12" x 18 rectangular lockable plastic valve box per valve. —All valves -and plastic valve boxes to be numbered. ® RAINBIRD QUICK COUPLER 33D — Locate in a 10" round lockable plastic valve box ® 150' o.c. maximum. Support with a sch 40 pvc pipe stake and two house clamps each. AUTOMATIC CONTROLLER LOCATION (SEE PLAN FOR MFG. & MODEL) Locate controller in o Meyers, Model MEUG-1, 3 phase 120/208 electrical pedestal or equal. See electrical plan for exact location and address. Provide controller charts per City requirements. Contractor to also install a Roinguard moisture sensor ® the controller. Locate in a vandal resistant area free from overhead obstruction and outside of the irrigation spray pattern. ®� ®® PVC SCH. 40 MAINLINE— 1-1/2" AND SMALLER. PVC CLASS 315, 2" AND LARGER. 24" COVER UNDER PAVING, 18" COVER IN PLANTING AREAS, SIZES AS INDICATED. PVC CLASS 200 LATERAL LINE— 12" COVER IN PLANTING AREAS. PVC SCHED. 40— 24" COVER UNDER PAVING PVC SCH 40 MAIN AND LATERAL UNE SLEEVE 2x DIAMETER OF PIPE Pipe , controller wires and communication cable to be 24" deep under poving and 18" below walls. SCM. 40 WIRE SLEEVE — Locate in a seperote trench per UBC and City Specifications. • COMMUNICATION CABLE — Sleeved 10OX in sch 40 pvc rigid conduit pipe 0 24" below finish grade. CONTROL VALVE INDICATES VALVE NUMBER '---INDICATES VALVE GPM INDICATES VALVE SIZE STRIP MIRES APPROX, 5/8' FROM ENDS STEP 1 TWIST CONNECTOR UNTIL WIRE END REACHES BOTTOM Cad STEP 2 MIX CONTENTS OF SEALING PACK, CUT 1/2 OFF END CF PACK AND INSERT CONNECTOR TO OPPOSITE END STEP 3 E6WRAP OPEN END OF SEALINGPACK WITH TAPE. ALLOW TO SET UNTIL RESIN JELLS STEP 4 'SCOTCH' SEALING PACK WIRE CONNECTION 12' MAX I (� 3' CLR., ; , 3' -4' MAX I DISTANCE Q 4' DIAMCRF S1111. POST CAP SET W TO PIPE ® TurL6 AD= BRAD= I/P' DIA rL.EXINX ALL WFATNFi1 Q=TRICAL CD QUIT, C[NM= XW70 am ® TIPPING BUCKET MIN GAUGE, INSTALL CW am GALWAM M !TM FL PIPE rw WEATHER PRIW aECTRICAL '.P= DRILL I' DIA MOLE THU" PIPE Aim MMM XN TO PIPE. ® AkwFPAr W nwim AWAY ® rIWISM AMA= ® MMATURAL am%c= SOIL ® I' DIA aAMICAL PVC RIDGED COMMIXT rR]1 PIPE TO CDilRiiliA. ® PBDPOi£D CONTim " ENCLOSURE ® Zrkm SS STEEL Nam QArS CiDEACH ACID WASH 9":9L PIPE POST, STEEL POST CAP Alm ELECTRICAL 'J' BIDS T►OtLAbLY. PAINT WITH i SLAT wh7mm PRIMER Alm a COATS ar rami GRCEMM OMMIQR Hum GL=S PAM. NOTE: INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDANCIES FOR LOW HEAD DRAINAGE. IF RADIUS OF THROW IS LESS THAN 50% USE PROPER PRESSURE COMPENSATING SCREENS TO ADJUST RADIUS. 8" STANDARD RISER TO BE USED WHERE SHOWN ON PLANS EXCEPT WHEN ADJACENT TO WALKS, CURBS OR WHERE PEDESTRIAN TRAFFIC MAY OCCUR. IRRIGATION DESIGN CRITERIA Name of Water Supplier: Fontana Water District Pressure Given By : Mouricio E. Guardado Jr. San Gabriel Valley Water Co. Phone Number: 626-582-6183 Static Pressure: 70-80 PSI •® Summit and Citrus (ele. 139.88) 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. E® i T c S G A F c S Landscape Archhecture and Planning 180 M4rpwt Cwder Dr.. Sty. 210 Newrp"t Bwah. 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