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HomeMy WebLinkAbout3450-3CITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD'S) 1. Toro Network 8000 Model # 132-86-08, 32 station field satellite control;er. 2. Mount in Strong Box Model No. SS-24SS/12OV. (Stainless Steel) 3. Provide Rainmaster 32 PC 'Pigtail' for remote controll operation. 4. Provide Cambell Scientific Inc,TE525 tipping bucket (Heovy Duty Model) 5. Provide Sensor Input Board (SIB) Model #995-63 to interface with flow meter and rain shut off device. 6. Provide Radio Link Kit #89-7611 to communicate with central command. All radio equipment shall be Compatible with VHF. 7. Provide ground rod and surge protection for each satellite controller. Contact: Curtis Newman -014orrti,3- Turf Sb�T- 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) � `I fEss1FFAr APPROVED BY: CITY OF FONTANA Ia 2!121'•" CITY ENGINEER DATE: ROBERTIM WEDM CONTROLLER STANDARD ETP. 12/Jt/bl DRAWN BY: TIMOTHY RASTEDT. :fin °M' .-w►\�' ••-----•------_-- - - BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE / ETCHED IN U 12'X18' PLASTIC . BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24'� WATERPROOF WIRE CONNECTION tz"oR CHRISTYS 1.o TAG (STANDARD) AS NOTED HARDSCAPE SECURE TO SOLENOID PIGTAIL FINISH GRADE �3/4' e 4 12"MAX. TOP s• i1D 12" of VALVE 1UNION PVC LINE PIPE 18' MIN /NON- CONNECTipN LiNE FrrrMfC -.•: -� PFJ► GRAVEL •� _a ` •A'.= (MIN.3 CU. FL) PVC UNE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. x PLACES) PVC UNE PIPE COMMON WiRE PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE -J NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE iS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MiN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX APPROVED BY: CITY OF FONTANA Cmr ENGINEER DATE: TYP. 13RA55 REMOTE RE1eerETw r1EDOLE DRAWN eY: TIMOTHY RASTEDT, CONTROL VALVE DETAIL W& ...�....� ...r _, ELEVATION • FINISH GRADE RISER MAIN OR LATERAL LINE TEE OR ELL 12" NIPPLE NIPPLE SIZE TO MATCH HEAD SiZE TEE OR ELL MAIN OR LATERAL LINE MARLEX. STREET ELL(PRIVATE) PVC STREET ELL(PUBLIC) NIPPLE SIZE TO MATCH HEAD SIZE MARLEX STREET ELL(PRIVATE) SCH 40 PVC STREET ELL(PUSLIC) SCHEDULE 40 STREET ELL SCHEDULE BO PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS 1N/TEFLON TAPE FOR ALL PUBLIC JOBS 2Lolfss►pAPPROVED BY: CITY OF FONTANA ft ER DATE: 2519 CiTY ENGINE p Roel!Rrw �� SWING JOINT Er. ,2/31/bt rt DRAWN BY: TIMOTHY KASTEDT, ?Ar FakAd�DATE OF LAST REVISION: sTD. PI-eN Nn 577 I SHT 1 hc1 94 REE , TYP. PROVIDE 20 AMP 2 POLE BREAKER FOR -NEW PUMPS WHERE APPLK:ABLE NOTE - ALL POWER WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED ANO SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIND CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF 18' BELOW FINISHED GRADE. ALL SLEEVING iS A GRAPHIC REPRESENTATION OF A TYP. INSTALLATION. SIZE OF EQUIPMENT - 4" X 18.0 X 54' HIGH AND SIZE OF CONC. SUS - 52W X 24.0 X 8" THICK W//4 RESARS AT 12. O.C. TYP 30 A 2P 120/240 0 3w 1z cIR PANEL E=a FINISHED MOE. CROUND FOR ELECTRICAL S" DIA. X 12" D. BOTTOMLESS GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL 5/8'0IA X 10' DRIVEN GROUND ROD PER ARTICLE 250-51 OF 1990 NEC a �TOFEssro APPROVED BY: CiTY OF FONTANA CITY ENGINEER DAM - am w WEDIXE TYF. BACKFLOW cowE1P',21nJ1+ * DRAWN BY: TIMOTHY KASTEDT: nests ne I ♦ar ^M]s....._ 10" VALVE BOX MARKED W/ 2' LETTERS READING Q.C. QUICK COUPLER VALVE W/ LOCKING BOLT LID / � 12" MIN. FROM HARDSCAPE MATERIALS FINISH GR \ ADE i. le B" MIN PEA GRAVEL 18 2 z 4 RWD OR BRICK BRASS STREET ELL TYP. CRASS NIPPLES" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. N4 REBAR. ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS t�olEssl�APPROVED BY: CiTY OF FONTANA Rt 2"2/ CRY ENGINEER DATE: QUICK COUPLER IRDO W tIY!'DDLE EVP. 12/3 M * DRAWN BY: TIMOTHY KASTEDT < Of �f Ar Pat %. ! DATE OF LAST REVISION: Q,,• ^• • ••••• - 2" POP-UP SPRINK gem 80 WPLE (LENOTH AS ]. kVIRLEX Sr. EL WN STREET ELL ., a �JIIIIIII� PVC LATERAI. PIPE .POP-UP , ..11) DETAIL 10" ROUND VALVE BOX WITH COVER: 1" ABOVE GRADE FINISH GRADE/TOP OF MULCH NIBCO GATE VALVE LINE SIZE PVC MALE ADAPTER 1 CU FT PEA GRAVEL SCH 40 MAINLINE n GATE VALVE NO SCALE SECTION IN • „ V"MW IN 14PE PIPE •• •1 Uff THE S*NE TRI" L1.0 lei P�>>i 'to �•�� . n-1. kLWOM"OMP ALL 9ftVtNT AND y • r TO ei SNAKEDTAPE BUNDLE AT BE IN OF DIRECTION OF W 1 1 ' AFIER ALL ,EE CONNECTIONS SLEEVENOTES' K&Ei. ' M " 1 ] OF 1' WIRE BWDLE • •I,*PIPE . SCALE MIK CLEAFANCE WW < 1 .SLEEVES i1r MIN. 24' WX NOTES! 1. ALL PVC M. BE SCH 40 PIPE. 2. SLEEVES 1 BE AT LEAST TWICE THE LINE SM ' 3. MECHANMLY IMP TO COMPACTIOK SLEEVES I VICINITY MAP N.T.S.I NOTE: ALL CITY OF FONTANA SPECIFICATIONS AND DETAILS AS NOTED IN THE ENGINEERING DIVISION LANDSCAPE DEVELOPMENT SECTION SPECIFICATION MANUAL FOR STREETSCAPES SHALL APPLY. IRRIGATION LEGEND SYMBOL MFG ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE GPM PSI RAD IRRIGATION NOTM 1aoFEss/ APPROVED BY: ° CRY OF FONTANA SB- 360-PC2 STREAM BUBBLER 12 POP-UP l v f A;Z/T.0 -ezd t I/W-. .74 1. It Is the responsibility of the Irrigation Contractor to familiarize himself with all grade differences, location of wall, A R0L 2s1CRY ENGINEER DATE: Zs STRONG BOX retaining watts, structures and utilities. The Contractor shall repair or replace, at no additionat cost to the owner, all ROBlRt W.VyEppL1! 570Z SERIES MPR 8-H B POP-UP Items damaged by his work. The Contractor shall coordinate his work with other contractors for the location and E7P. 12/J►/01 ,� DRAWN BY. TIMOTHY RASTEOT, 30 installation of pipe sleeves and laterals through walls, under roadways and paving, etc. PM 2. The Contractor shalt not willfully Install the irrigation system as shown on the drawings when It Is obvious In the field 570Z SERIES MPR 8-H 1/2 that unknown obstructions, grade differences, or differences In the area dimension exist that might not have been 30 8' addressed In the design of the Irrigation system. Such obstructions or differences shall be brought to the attentlon of the Owner's authorized representative. In the event this notification Is not performed, the Contractor shall assume full � responsibility for any necessary alterations to the work. CI 3. The Contractor shall obtain, coordinate, and pay for any and all Inspections as required. TORO 570Z SERIES MPR 8-0 6" POP-UP 4. The Contractor shall be responsible and liable for any encroachment into adjacent property, R.O.W.'s easements setbacks .24 30 or any other legal property restrictions either marked or unmarked. + 5. The Irrigation system design Is based on a minimum operation pressure of 60 PSI and a maxlmum flow demand of 21.3 GPM. 570Z SERIES MPR 10-H 12 1/2 The Contractor shall verify water pressure prior to construction. Report any difference between the water pressure 30 10' Indicated on the drawings and the actual pressure reading at the Irrigation point of connection to the Landscape Architect. 6. This design Is diagrammatic. Alt piping, valves, etc., shown within paved areas Is for design clarification only and shall be Installed In planting areas wherever possible. The Contractor shall locate all valves in shrub or groundcover TORO 570Z SERIES MPR 10 -TT areas. PRESSREQUIRED SAS SSHHOWW 30 7. Trenching within the dripline of large existing trees shall be performed by hand, and with extreme care not to sever roots ON SITE DRAWING BA FLCK Gyre pRREVENTER 1-1/2' In diameter and larger. Where roots 1-1/2' in diameter and larger are encountered, the Contractor shall tunnel STRAINER ��4�pp MASS NIME under satd roots. Exposed roots that have been tunneled under shalt be wrapped In wet burlap and kept moist while MESH 4 PLAT the trench Is open. BRASS BRASS ELBUNION ON S. All main inpiping, lateral linepiping, and control wires under pavingshall be Installed In Schedule 40 PVC sleeves at 1/2 BRAP a minimum dtof 18'. Sleevei ll be installed before pavig IsInplace. All sleeve sized shall be a minimum of BALL i PORT BRASS SAL, twice the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of vBRASS LOM �r t VALVE wires under paving. BRASS PIPE LOCK BOX 9. Pipe sizes shalt conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but W8111substitutions ~- f4 RESIAR of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time 1s* 1 1/4 of said rejection. FOOTING FOUNDATION 10. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. Install all heads with double swing joints as per detall. All heads adjacent to parking lots, walks, roads, or other paved areas shall be Installed with PRESSURE STA ER PRESSl1RE PPPL NE �ST BLOCK FRONT �CFYRGE pop-up bodies. ((���� 11. The Contractor shall flush and adjust all sprinkler heads, drip tubing, and valves for optimum coverage with minimal TORO misting and/or over spray onto walks, streets, walls, etc. Substitution of nozzle pattern or radius as required to achieve 1/2 1.09 coverage Is responsibility of contractor. 12' ENCLOSUREoptimum EN ORT OW) 3/4' CRAVEL 9RiE BE 12. All Irrigation equipment not otherwise detailed or specified shall be Installed as per manufacturer's recommendations 8•r +L- and specifications. . • .. ® ® BRASS UNION 13. Drip tubing shall be installed in parallel rows (wherever possible) 18' apart and 4' below the finish grade, with '' •• BRASS BALL emitter spacing of adjacent rows staggered. Tubing shall be firmly staked In place with U -staples at 5' on center (2'on VALVE center around tight curves). In steeply sloped areas, Install tubing rows perpendicular to the direction of the slope. Install flush valves at the ends of drip tubing runs, and air/vacuum relief valves at the circuit's major high points (as l.2 PLAN 12 I i #4 REBAR Indicated on plans). Install flush valves and air relief valves In 6' valve boxes. Drip Irrigation tubing shall be connected to Schedule 40 PVC supply and exhaust manifolds where Indicated on the plans. (AT LEAST TWICE LINE SIZE) UNDER ALL PAVING 14. All remote control valves, gate valves, flush valves, and pressure relief valves shall be installed In suitable valve boxes as shown In details, complete with locking covers. All shall be Carson, Amtec, or approved equal, and shall be marked NOS; BACKFLOW 24'XBO X35' GH OR EQUAL 24 XBO"X3S HIGH END 'G.v' for gate valves, 'R.C.V.' for remote control valves, etc. Provide expansion colts at each wire connection In valve HINGED AT ONE ENO SECURE TO box as per details. 6"X8' FOOTING w/4' J BOLTS' SIZE AS INDICATED ON PLAN INSIDE NGT) E CENTERED DEHOUSING) 15 Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per ANY APPROVED PVC SCHEDULE 40 MAIN LINE_ -- local codes. Final location of the backflow preventer and automatic controller shall be approved by the Owner. GENERAL NOTES • 16 120 VAC electrical power source at controller location shall be provided by others. The Contractor shall make the final 1. CONTRACTOR SHALL FORM ENCLOSURE AND REOUEST INSPECTION connection from the electrical. source to the controller. PRIOR TO POURING FOOTING/FOUNDATION 2. CONTRACTOR_ SHALL USE 520-C-2500 CONCRETE. SUPERIOR 950 DW SERIES INLINE VALVE �TOFEssro APPROVED BY: CiTY OF FONTANA CITY ENGINEER DAM - am w WEDIXE TYF. BACKFLOW cowE1P',21nJ1+ * DRAWN BY: TIMOTHY KASTEDT: nests ne I ♦ar ^M]s....._ 10" VALVE BOX MARKED W/ 2' LETTERS READING Q.C. QUICK COUPLER VALVE W/ LOCKING BOLT LID / � 12" MIN. FROM HARDSCAPE MATERIALS FINISH GR \ ADE i. le B" MIN PEA GRAVEL 18 2 z 4 RWD OR BRICK BRASS STREET ELL TYP. CRASS NIPPLES" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. N4 REBAR. ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS t�olEssl�APPROVED BY: CiTY OF FONTANA Rt 2"2/ CRY ENGINEER DATE: QUICK COUPLER IRDO W tIY!'DDLE EVP. 12/3 M * DRAWN BY: TIMOTHY KASTEDT < Of �f Ar Pat %. ! DATE OF LAST REVISION: Q,,• ^• • ••••• - 2" POP-UP SPRINK gem 80 WPLE (LENOTH AS ]. kVIRLEX Sr. EL WN STREET ELL ., a �JIIIIIII� PVC LATERAI. PIPE .POP-UP , ..11) DETAIL 10" ROUND VALVE BOX WITH COVER: 1" ABOVE GRADE FINISH GRADE/TOP OF MULCH NIBCO GATE VALVE LINE SIZE PVC MALE ADAPTER 1 CU FT PEA GRAVEL SCH 40 MAINLINE n GATE VALVE NO SCALE SECTION IN • „ V"MW IN 14PE PIPE •• •1 Uff THE S*NE TRI" L1.0 lei P�>>i 'to �•�� . n-1. kLWOM"OMP ALL 9ftVtNT AND y • r TO ei SNAKEDTAPE BUNDLE AT BE IN OF DIRECTION OF W 1 1 ' AFIER ALL ,EE CONNECTIONS SLEEVENOTES' K&Ei. ' M " 1 ] OF 1' WIRE BWDLE • •I,*PIPE . SCALE MIK CLEAFANCE WW < 1 .SLEEVES i1r MIN. 24' WX NOTES! 1. ALL PVC M. BE SCH 40 PIPE. 2. SLEEVES 1 BE AT LEAST TWICE THE LINE SM ' 3. MECHANMLY IMP TO COMPACTIOK SLEEVES I VICINITY MAP N.T.S.I NOTE: ALL CITY OF FONTANA SPECIFICATIONS AND DETAILS AS NOTED IN THE ENGINEERING DIVISION LANDSCAPE DEVELOPMENT SECTION SPECIFICATION MANUAL FOR STREETSCAPES SHALL APPLY. IRRIGATION LEGEND SYMBOL MFG MODEL/ DESCRIPTION PAIN. GPM PSI RAD J TORO SB- 360-PC2 STREAM BUBBLER 12 POP-UP FULL .74 30 3' L20'al'-0' TORO 570Z SERIES MPR 8-H B POP-UP 1/2 .5 30 8' PM TORO 570Z SERIES MPR 8-H 1/2 .5 30 8' 12" POP-UP � CI E. TORO 570Z SERIES MPR 8-0 6" POP-UP 1/4 .24 30 8- + TORO 570Z SERIES MPR 10-H 12 1/2 .79 30 10' B POP-UP © TORO 570Z SERIES MPR 10 -TT VARIES 75- 2.60 30 10' A 12 POP-UP V TORO 570Z SERIES MPR 12-H 12 POP-UP 1/2 1.09 30 12' V TORO 570Z SERIES MPR 12-0 12 POP-UP 1/4 .5 30 12' TORO 570Z SERIES MPR 15-0 1/4 .5 30 12' 12 POP-UP TORO 5702 SERIES MPR 15-H 12 POP-UP 1/2 1.09 30 12' NETWORK 8000 MODEL #132-86-08 © TORO 32" STATION FIELD SATELLITE CONTROLLER MOUNT IN STRONG BOX MODEL #SB-24SS ANY APPROVED PVC SCHEDULE 40 SLEEVING (AT LEAST TWICE LINE SIZE) UNDER ALL PAVING ANY APPROVED PVC SCHEDULE 40 LATERAL LINE SIZE AS INDICATED ON PLAN ANY APPROVED PVC SCHEDULE 40 MAIN LINE_ -- SIZE AS INDICATED ON PLAN - ------ SUPERIOR 950 DW SERIES INLINE VALVE SIZE AS INDICATED ON PLAN NISCO GATE VALVE -LINE SIZE 825 Y REDUCED PRESSURE FEBCO ANTISIPHON DEVICE- LINE SiZE ® RAINBIRD 3/4" QUICK COUPLER-33DRC VALVE N0. GPM VALVE SIZE PRESSURE LOSS CALCULATIONS #3 VALVE 2113 MAXIMUM GPM DEMAND 60 STATIC PSI@ METER PSI LOSS 11,0 BACKFLOW PREVENTER 2.6 PSI LOSS - METER .36 PSI LOSS - MAINLINE 517 PSI LOSS - LATERAL LINES 2,6 PSI LOSS - VALVE 22.3 TOTAL PSI LOSS 37.7 NET PRESSURE AT FURTHEST HEAD 30 PSI OPTIMAL OPERATING HEAD PRESSURE 7.7 RESIDUAL PRESSURE r'®s REVISIONS CITY OF FONTANA DRAWN BY, Z 11-17-03 J 02-10-04 SCALES is Ea 05-17-04 L20'al'-0' DESIGNED BY, -TRAC m 6291 DATE PM Z 0 o-Ee cHECKO BYE APPRDVED� DAG. Na � CI E. 3430 9�4 r'®s REVISIONS BY W 10-08-03 0 Z 11-17-03 J 02-10-04 Ea 05-17-04 H 0 0 5 -31-04 m O yWy F - Z 0 0 z 49 %R �Z o •� F 0 ad> um