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Home My WebLink About3386-23x x 00 r IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER -_NOZZLE DESCRIPTION GPM RAD PSI , CITY OF FONTANA STD DETAILS ADJ FULL IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER -_NOZZLE DESCRIPTION GPM RAD PSI , CITY OF FONTANA STD DETAILS ADJ FULL 1/2 1/4 / ADJ FULL 1 2 / 1 4 / G.P.M. 505 a I& TORO 570Z-PRX ' 12P -COM -E 15' -PC POP-UP SPRAY --- 3.60 1065 0.85 15' 30 „ INSTALL PER CITY STD DETAIL 524 INSTALL 6IER CITY STD DETAIL # 524 INSTALL PER CITY STD DETAIL # 524 INSTALL PER CITY STD DETAIL # 524 INSTALL PER CITY STD DETAIL # 524 f MASTER VALVE O a la TORO 570Z-PRX- 12P -COM -E 12' -PC POP-UP SPRAY 0.72 2.19 1.09 0.50 .12' 30 1.00 O ja la TORO 570Z-PRX-12P®COM-E 10' -PC POP-UP SPRAY 0.52 1.49 0.71 0.40 10' 30 INSTALL 0 AL la TORO - 570Z-PRX- 12P -COM -E 8' -PC POP-UP SPRAY 0.30 1.00 0.50 0.24 8' 30 30.00 SPRINKLER REQUIRES 30.00 P.S.I. TORO 5702-PRX-12P-COM-E 5' -PC POP-UP SPRAY __- ___ 0.19 0.09 L 5' 30 (NOTE TO CONTRACTOR: USE PCS - PRESSURE COMPENSATING SCREENS TO ACHIEVE DESIRED COVERAGE OF AREAS.) 0-10 _..1„ 10-17 1-1/4P 17-28 1-1 /2" 28-38 TORO SENTINEL 32 STATION ELECTRONIC CONTROLLER WITH SIB AND RADIO LINK. INSTALLED IN STRONG BOX ENCLOSURE INSTALL PER CITY STD DETAIL G.P.M. 505 f BACKFLOW MODEL NO. MODEL SB-24SS. CONNECT TO EXISTING CITY TIPPING BUCKET (PER PAUL BURTON). CONTACT AND #506. G.P.M. THROUGH f GATE -VALVE 0.02 P.S.I. SSAK48PSL6NSL . MANUFACTURER FOR MATERIAL SPECIFICS. MANUFACTURER: TURFSTAR -*MIKE DOBIS (800). 588-8001 EXT. THROUGH f MASTER VALVE 0.00 P.S.I. 28 G.P.M. THROUGH 19400 LF. f MAINLINE 4012. P.S.I. 28 G.P.M. THROUGH 1 11f AUTOMATIC VALVE 1.00 P.S.I. SUPERIOR 950 DW NORMALLY CLOSED BRASS MASTER VALVE, Z SIZE. INSTALL , IlER CITY STD DETAIL 28 510 THROUGH RAINBIRD 33 -D -LRC .3/4" PLASTIC QUICK COUPLER VALVE W/ LOCKING VINYL COVER. INSTALL PER CITY STD DETAIL P.S.I. 521 TOTAL LOSS HOUSED IN A 10'° ROUND LOCKABLE PLASTIC VALVE BOX PLACED A MAXIMUM OF 150 ' FEET " 17.58 P.S.I. ' SPRINKLER REQUIRES 30.00 SPRINKLER REQUIRES 30.00 P.S.I. APART AND SUPPORTED WITH. 24" MIN. #4 REBAR ATTACHED W/ TWO (2) STAINLESS STEEL TOTAL PRESSURE REQUIRED 75.02 TOTAL PRESSURE REQUIRED 7_ 47.58 FS.I. EXISTING PRESSURE EXISTING PRESSURE BANDS. P.S.I. RESIDUAL RESIDUAL +32.42 P.S.I. SUPERIOR 950 DW BRASS ELECTRIC SOLENOID REMOTE CONTROL VALVE, SIZE NOTED ON PLAN. INSTALL PER CITY STD DETAIL 511 ALL VALVES AND PLASTIC VALVE BOXES SHALL BE NUMBERED PER SPECIFICATIONS. ONE (1) if X 18' RECTANGULAR LOCKABLE PLASTIC VALVE BOX PER VALVE. LSD NI®CO PRESSURE REGULATOR VALVE, INSTALL WITH BACKFLOW DEVICE (LINE SIZE SEE PLAN.) INSTALL ICER CITY STD DETAIL # 507 ® FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER, - Z SIZE. ENCLOSED W/ PRESSUREINSTALL ICER CITY STD DETAIL 507 REGULATOR IN .LEMUER VANDAL RESISTANT STEEL MESH ENCLOSURE, PER CITY OF FONTANA STANDARD PLAN NO. 507. INSTALL i,'ER CITY STD DETAIL # 519 NIBCO T-113 GATE VALVE - ALL - GATE VALVE SHALL- BE ENCLOSED IN A 10" ROUND LOCKABLE PLASTIC VALVE BOX. ' (LINE SIZE PER PLAN) E5]EVFM-P200 RAINMASTER FLOW SENSOR 2" SIZE. INSTALL I�'ER CITY STD DETAIL # 510 ® PROPOSED METER CONTRACTOR TO CONTACT LOCAL WATER DEPT. TO COORDINATE AND INSTALL WATER METER, SIZE PER PLAN. POC POINT OF CONNECTION IRRIGATION TO EXISTING WATER SERVICE LINE. .STUB OUT FOR FUTURE USE '315 m..,m..�..w...nun.me.rmnnrmu.v®me®.vmmnmme.anm. MAINLINE PIPING -2" OR LARGER -CLASS PVC; UNDER 2" - SCHEDULE 40 PVC. INSTALL PER CITY STD DETAIL 516, 520 AND # 522 LATERAL PIPING- CLASS. 200 P.V.C. (31e SIZE MIN. INSTALL PER CITY STD DETAIL 5160 # 520 AND # 522 • . ws�mrmr.a,erwpmrwew.•.wa.mrmmr.emr.0 .aeanano,w.a.wm.ror.an.v.o SCH. ' 40 . PVC. SLEEVING FOR MAINLINE- (2 X PIPE SIZE MIN.) INSTALL PER CITY STD DETAIL 515 AND - # 518 SCH. 40 PVC. SLEEVING FOR LATERAL PIPING- (2. X PIPE SIZE MIN,).INSTALL PER CITY STD DETAIL 515 AND # 518 . . . CONDUIT FOR REMOTE CONTROL VALVE WIRES -SCHEDULE 40 P.V.C. (Zr SIZE.) INSTALL PER CITY STD DETAIL 5139 514, AND #516 -�-- VALVE SEQUENCE NUMBER VALVE. SIZE GALLONS PER MINUTE ` LATERAL PIPE SIZING CHART NOTE TO CONTRACTOR: -_ DRAWINGS ARE DIAGRAMMATIC, CONTRACTOR TO VERIFY CONDITIONS IN FIELD. 1) ALL IRRIGATION EQUIPMENT, GATE VALVES, QUICK 'COUPLER, AND REMOTE CONTROL: VALVES) ALL VALVES MUST INSIDE THE 'PLASTIC BOXES, ETC. MUST BE INSTALLED IN LOCKABLE PLASTIC VALVE BOX. 2) CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING QUARTER, HALF OR ADJUSTABLE CIRCLE HEADS TO PROVIDE PROPER FULL COVERAGE, AND AVOID OVER SPRAY ON THE STREET PAVEMENT. 3) IRRIGATION EQUIPMENT SUCH AS, (METER, BACKFLOW PREVENTER, PRESSURE REDUCING VALVE, FLOW SENSOR, AND CONTROLLER W/ ENCLOSURE CABINET, ETC.) WILL BE INSTALLED IN PARKWAY AREA AS DESIRED BY CITY. CONTRACTOR SHALL LOCATE WITH APPROVAL FROM CITY INSPECTOR. LANDSCAPE ARCHITECTS' A CALIFORNIA CORPORATION 3822 Campus Drive, Suite 120 Newport Beach, CQ 92660 (949) 474-8119 FAX (949) 756-0150 VOICE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV, REVISION DESCRIPTION I C-COQD DPA\\l I Mr -n STANDARD FLOW GPM 3/4! 0-10 _..1„ 10-17 1-1/4P 17-28 1-1 /2" 28-38 SEE DWG. 33 F .28 DATE ENGR. CITY • DATE P.S.I. 28 G.P.M. THROUGH 2 1 /2� WATER SERVICE LINE 0.50 P.S.I: OR lRRK.:**)ATlON NOTES. PRESSURE CALCULATION FOR VALVE # A-3 (DOWN STREAM ELEVATION .28 G.P.M. THROUGH 1 1 /2" - WATER METER 1.60 P.S.I. 28 G.P.M. THROUGH 2 1 /2� WATER SERVICE LINE 0.50 P.S.I: 28 G.P.M. THROUGH f BACKFLOW 12.00 P.S.I. 28 G.P.M. THROUGH f GATE -VALVE 0.02 P.S.I. 28 G.P.M. THROUGH f MASTER VALVE 0.00 P.S.I. 28 G.P.M. THROUGH 19400 LF. f MAINLINE 7.28 P.S.I. 28 G.P.M. THROUGH 1 11f AUTOMATIC VALVE 1.00 P.S.I. 28 G.P.M. THROUGH LATERAL PIPING 4.4 P.S.I. 28 G.P.M. THROUGH MISC. FITTINGS,ETC.. 2.68 P.S.I. ELEVATION CHANGE (-27.5 FEET DOWN) PRESSURE LOSS -11.90 P.S.I. TOTAL LOSS TOTAL LOSS 17.58 P.S.I. ' SPRINKLER REQUIRES 30.00 SPRINKLER REQUIRES 30.00 P.S.I. TOTAL PRESSURE REQUIRED 75.02 TOTAL PRESSURE REQUIRED 7_ 47.58 FS.I. EXISTING PRESSURE EXISTING PRESSURE 80.00 P.S.I. RESIDUAL RESIDUAL +32.42 P.S.I. ELEVATION CHANGE (-27.5 FEET X 0.43333 P.S.I.=- -11.9 PS.I.) PRESSURE LOSS MAKE POINT. OF CONNECTION AT STATION 75.00 W/ ELEVATION 1444' OF EXISTING WATER METER. STATIC PRESSURE = 80 P.S.I. DESIGN PRESSURE _ 47.58 P.S.I. RESIDUAL PRESSURE= 32.42 P.S.I. PRESSURE CALCULATION FOR VALVE # A--12 (UP STREAM ELEVATION) 26 G.P.M. THROUGH 1 1 /t WATER METER 1.40 P.S.I. 26 G.P.M. THROUGH 2 11Z* WATER SERVICE LINE 0.50 P.S.I. 26 G.P.M. THROUGH 2" BACKFLOW 12.00 P.S.I. 26 G.P.M. THROUGH 2" GATE VALVE 0.02 P.S.I. 26 G.P.M. THROUGH t MASTER VALVE 0.00 P.S.I. 26 G.P.M. THROUGH 1,520 LF. Z MAINLINE 7.90 P.S.I. 26 G.P.M. THROUGH 1 1/:r AUTOMATIC VALVE 0.75 P.S.I. 26 G.P.M. THROUGH LATERAL PIPING 4.40 P.S.I. 26 G.P.M. THROUGH MISC. FITTINGS,ETC. 2.67 P.S.I. ELEVATION CHANGE (+35.5 FEET) PRESSURE LOSS 15.38 P.S.I. TOTAL LOSS 45.02P.S.1.- ' SPRINKLER REQUIRES 30.00 P.S.I. TOTAL PRESSURE REQUIRED 75.02 P.S.I. EXISTING PRESSURE 80.00 P.S.I. RESIDUAL 4.98 P.S.I. ELEVATION�,...CHANGE (+35.5 FEET X 0.43333 P.S.I.= 15.38 P.S.I.) PRESSURE* LOSS MAKE POINT OF CONNECTION AT STATION ` 75:00 W/ ELEVATION 1444' OF EXISTING WATER METER. STATIC PRESSURE = 80 P.S.I. DESIGN PRESSURE = 75.02 P.S.I. RESIDUAL PRESSURE= 4.98 P.S.I. A7 Z -,D ///-? 0A) P.E-r_1-�v rI_ 4ZZ_ f20C'1( 3 0� Z, Sz:_ r� To /11 r.�PrW. 014:- leo /? BZZo w 7-0 P. z) jr. cVkg L /A r1,01V, (! ON7;<?/-9CV-0R �D 11%.�D1 T" 14 IWIV 11,V1 V1 Uhl 6.z" 6. A- CUSS f� ro,:;' 501Z- W17-1-1 24E- a U rd , }e1711 _YZ7_ D,C' c'U,r3l3c 1� ,�/-�it/� .�� ,�"1/ C'�v�� i�U C�/rJ j.G�� f�/= G�i�' i'��"d�/a/►� •�i~� �o ?'�� BE G-I.N N-I.NG OF...LANDSC.APE IST SHOULD CONSTI:SUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY Ri;:QUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMAN I "E WITH CONDITIONS AND STANDARDS IN EFFECT. PORTION OF SET 20 10 0 20 40 SCALE IN FEET CITY OF FONTANA, CALIFORNIA MMINNIIIIEWCO WENW17 11331 WEST SIXTH STREET, ONTARIO, CA 91762 CITRUS AVENUE WIDENING IMPROVEMENTS (909) 933-5225, (909) 933-5228. FAX DRAWN BY: JLK I R R I GATI 0 N LEGEND SCALE: Prepared Under The Supervision Of : DESIGNED BY: CITRUS AVENUE DA NTS TE: JLK 10/01/05 CHECKED BY: 1AP ROVE BY: DRAWING NO.: 23 Date : f) 110, 3386 37 LEC CITY NGI ER 152 DATE: