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Home My WebLink About2890-4• r a FINISW 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 PLAN_ MARLEX STREET ELL(PRIVATE) SCH 40 PVC STREET ELL.(PUBM) SCHEDULE 40 STREET ELL SCHEDULE 80 PVC RISER NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL PUBLIC JOBS ��l�v Q1pF Ei s►APPROVED BY: CITY OF FONTANA ft z CITY ENGINEER DATE: SWING JOINT ROBERT W. WEDDLE DRAWN BY: nMOTHY KASTEDT a I:�t1tDATE OF LAST REVISION: STD. PLAN NO. 522 SHT. t OFt 6"MtN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2- INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90x INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SMICE LOOP AT ALL 90 DEC? CHANGES IN DIRECTION. PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 SMALLER THAN 2- SHALL BE P.V.C. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. CONTRACTOR SHALL PROVIDE 240 INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. ��QTtpFESSAp,�r APPROVED BY: CITY OF FONTANA ag lk z CITY ENGINEER DATE: TRENCHING DETAIL. ROBERT W. WEDDLE * El- 11111,01111 * DRAWN BY: TIMOTHY KASTEDT Ove DATE OF LAST REVISION: STD. PLAN NO. 515 SHT. 10F1 CITY OF FONTANA. CALIFORNIA E.3 DRAMA st SC.A& o�►REo er� .. IIA�c. aeacti •v: ArPaovEo t>c--% D 0A It: TY ENGINEER R. E. 25126 EXP DA FE 12 31 00 WALK OR CURB FINISH GRADE 4" MAX 6" --e4 1 1(2' •� Ia I MM I I-1 I I-1 I I � I I-1 I I� _ - _ � _ . .iII�I�II�fIII III��II,�1If�i�t1 (� -31 E PVC LATERAL LINE SCH 80 PVC NIPPLE MARLEX STREET ELL THREADED BOTH ENDS NOTE: 0 ALL BUBBLERS TO BE INSTALLED WITH TRIPLE SWING JOINTS 0 F.G. — 1 1/2" BELOW WALK OR CURB etoF DU3X6 APPROVED BY: CITY OF FONTANA IL CITY ENGINEER DATE:BUBBLER HEAD ROBERT W. WEDDLE * DRAWN BY: TIMOTHY KASTEDT Ce ow NTC 11tDATE OF LAST REVISION: STD. PLAN NO. 526 SHT. ]OF1 CLEAN BACK FILL SATURATE AND COMPACT TO 90x HARDSCAPING ae"l NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE n PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE SAND BACK FILL 2" MI I 6" MIN INSTALL CONTROL WIRE SLEEVE ADJACENT To THE PRESSURE SUPPLY LINE. SIZE PER SPEC. ALL SLEEVES TO BE SCM. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SLEEVED. • INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REOUESTED 13Y INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE. CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. Qtpf E SSigN4! APPROVED BY: CITY OF FONTANA /�� CITY ENGINEER DATE: ROBERT W. WEDDLE 5LEEVING DETAIL 4c EM. 12//3131 /x1 * DRAWN BY: TIMOTHY KASTEDT OF k tFc1DATE OF LAST REVISION: I STD. PLAN NO. 518 SHT. 10F1 10- VALVE BOX MARKED W/ 2a LETTERS READING O.C. O DICK COUPLEyt 1NILW W/ LOCKING BOLT Lid 12- MIN. FROM HARDSCAPE MATERIALS FMRSH GRADE . i 6" MIN PEA GRAVEL_ 18 2 u 4 RWD OR BRICK BRASS STREET ELL TYP. BASS NIPPLE 6- MITI PVC SHC 40 TEE OR ELL LATERAL UNE SIZE TO BE NOTED ON PLAN 24- MIN. 14 REBAR. ATTACH W/(2) STAWLESS STEEL BANDS NOT USE TEFLON TAPE ON ALL THREADED FITTINGS µoFEt ; APPROVED BY: CITY OF FONTANA Iia SIR " CITY ENGINEER DATE: QUICK COUPLER ROBERT W. WEDDLE 4c Dr. 12/31/x1 >} DRAWN BY: TIMOTHY XASTE17T O� �lAif or ChL1� DATE OF LAST REVISION: STD. PLAN NO. 521 SHT. I OF 1 POP–UP SHRUB HEAD FINISH GRADE -, I --I I =iii= SCH 80 PVC NIPPLE THREADED BOTH ENDS WALK OR CURB 1 1Js- 3 It—r' •' PVC STREET ELLS NOTE: 0 INSTALL 12" SHRUB POP–UP HEAD 1 1/2 ABOVE F.G. 0 F.G. – 1 1/2" BELOW WALK OR CURB 0 CHECK VALVE FOR LOW HEAD DRAINAGE VIVE S1APPROVED BY: CITY OF FONTANA c / LAWN / 4" 6" 8" ts1B CITY ENGINEER DATE: IllROBERT W. WEDDLE 5HRU13 POP-UP HEAD DRAWN BY: TIMOTHY KASTEDT DATE OF LAST REVISION: STD. PLAfl NO. 523 SHT. IOF1 CITY OF FONTANA IRRIGATION CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD'S) 1. Toro Network 8000 Model # 132-86-08. 32 station field satellite controller. 2. Mount in Strong Box Model No. SB-24SS/120V. (Stainless Steel) 3. Provide Rainmaster 32 PC 'Pigtoil' for remote controll operation. 4. Provide Cambell Scientific Inc,TE525 tipping bucket (Heavy Duty Model) 5. Provide Sensor Input Board (SIB) Model #995-63 to interfoce with flow meter and roin 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 California Turf 619 520-6181 619 793-3999 Pager) 800 774-8873 Main Office) Park and Landscape Development Section. Engineering Division Community Development Deportment, City of Fontana (1/26/98) ``o TEpF ESS// � APPROVED BY: CITY OF FONTANA �. / CITY ENGINEER DATE: VIL 2""ROBERT w. vIrEDOLE C�1TROl.LEK 5T^Ni�AiZD 4c E1. IIA/0 * DRAWN BY: TIMOTHY RASTEM rta or C►LLF►`� DATE OF LAST REVISION: STD. PLAN NO. 505 SHT. 30F3 VALVE wx N/LOCK pp FINISH GRADE law aw BRASS PVC MALE ADAPTOR GATE VALVE MAINLINE t, z" x 4" WOO BLOCK 1 CU. FT. PEA GRAVEL �o �toFEssN�� APPRO D BY: CITY OF FONTANA ecl CITY ENGINEER DATE: "' Isla ROBERT W. WEDDLE GATE VALVE 4c Ems. 12/31/111 >f DRAWN BY: TIMOTHY KASTEDT ovit ff�if a L:I,L1� DATE OF UST REVISION: STD. PLAN NO. 519 SHT. 1 OF1 BUILDING EDGE 6" MIN. SHRUB SPRAY HEAD SCH 80 PVC NIPPLE THREADED BOTH ENDS 1 I F"SH GRADE 2" PVC STREET ELL MARLEX STREET ELL PVC LAT. LINE NOTE: FIXED RAISERS ALLOWED ONLY AGAINST BUILDINGS WALLS. FENCES. ETC. V101 a S/ f APPROVED BY: CITY OF FONTANA ft CITY ENGINEER DATE: 11i' 251X ROBERT W. WEDDLE 5 H RU 8 5 PRAY HEAD 4c EV. 12/31/0 * DRAWN BY: TIMOTHY KASTEDT DATE OF LAST REVISION: $Toc FLAN IM 525 SHT. 1 OF1 24" 77 EXACT LOCATION Of CONTROLLER SHALL 6E AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CIVET P�LJITCOEMEMIOR TO ANY TRENCHING OR 36- GENERAL NOTEt PROVIDE IOM METER AMO SWZP MOM C/9 WHERE 00"70 120 ON DRAWINGS PROVIDE PANELlDARO WHERE INDICAM ON DftVM G0. PROMOS WRK:ATIDM CONTROU" CAWV WHE11E IID"i ON DRAWINGS. ComlIefty RW 90 VVEERIFY EXXACAT LOOCCATT ON �T MARES. WM S-C.L CL CONOW I°= PRIOR TO TRENCHING FciNi Vel CONDUIT ANO CONDUCTOR SIZES ARE BASED ON NO_NwETALLEC CONOWT U& COPM rol lCLORS Wft TYPE 'IMllM f n lfa{ IMSULATKft FRONT VIEW NTS 10" -— 16" WRGAT10N CONTROL BOARS I n DIETER FACES 1 i U STREET 36' I 1 I STRONG BOX I I MODEL NO. SB- 24SS/120V J I I t I t 12- 6 I 9d SWEEP CONDUIT FOR ELLS CONTROLLER WIRES END VIEW NIT— ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE ��0 4601 ESSIpF�! APPROVED BY: CITY OF FONTANA "/Z**. .. � CITY ENGINEER DATE: 5TRONG L30X ROBERT W. WEDDLE * EV' 12/31/0 DRAWN BY: TIMOTHY KASTEDT oVL tA1`c+N! DATE OF LAST REVISION: STD. PLAN NO. 505 SHT. 20F3 PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN ON SITE DRAWING g CK OW PREVENTER STRAINER 140RASS NIPPLE � MESH MODEL FMTS) BRASS ELBOW BRASS ELBOW BRASS UNION BRASS PIPE BASS BAIL LOOSE KEY 1 d" RELIEF POWWBS BALL VALVALVE BRASS Fft LOCK BOE 14 REAR 18- :i:'- _ _ .,•:•• 'j' FOOTING/FOUNDATION iE CONC. SYULINE TRUTBOCKFRONT UPPNtoutPRESSURE FLOW ENCLO E 3/4- CM►11ft SE£ NOTE BELOW BRASS ELBOW • BRASS UNION 1. W SS BALL . ,. 2 PLAN 12 I 1 /4 REBAR P10,E; BACKFLOW ENCLOSURE.LE MEUR E N D OR EOUAL 24X60"X36" HIGH HINGED AT ONE ENO SECURE TO 6'X6- FOOTING W/4" J BOLTS (EQUIPMENT TO BE CENTERED INSIOE HOUSING) GENERAL NOTES 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PRIOR TO POURING FOOTING/FOUNDATION 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. `o TtpFESSI�APPROVED BY: CITY OF FONTANA , 44-,--lAit //1*06 4 CITY ENGINEER DATE: w 2512M ROBERT W. WEDOLS 1 t ��/ P. 13ACKFLC/W 4c EV. 12/31/01 DRAWN BY: TIMOTHY RASTEDT 010E f�A�! of cAllilit DATE OF LAST REVISION: STD. PLAN NO.507 SHT. 1 OF 1 CONC. WALK OR CURB 1 /2- law's i •. • . • • . • • 4 4N • FINISH GRADE HI POP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING JOINT 2 EA. PVC STEET ELLS NOTE: INSTALL HI–POP IRR. HEAD 1 1/2" ABOVE F.G. F.G. 1 1/2"' BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE VIV S Sim r- APPROVED BY: CITY OF FONTANA CITY ENGINEER DATE: 2511111 ROBERT W. WEDDLr HI POP 5HRU13 HEAD DRAWN BY: nMOTHY KASTEDT I! f>r I:ElttDATE OF LAST REVISION: STD. PLAN NO. 524 SHT. 1 OFt IRRIG. CONT rRelnec to ,cllr 2 POLE BREAKER FOR NEM' PUMPS WHERE APPLIC AOIE NOTE: ALL POWER WIRES. GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH 40 RIGID CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF 18' BELOW FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION Of A TYP. INSTALLATION. SIZE OF EOUIPMENNT - 49V X 18'0 X 54' HIC14 AND SIZE OF CONIC. SW . 52'111 X 24"D X 8- THK:K W/#4 nEwef AN 1 Y D.C. TV Ls- 1>tA. % 120 o. BOTTOMLESS GROUND WELL WITH PARKWAY COVER. Flu WITH PEA GRAVEL S/6.0% X 10' DRIVEN GROUND ROD PER ARTICLE 250-81 OF 1990 NEC BOX TO BE PLACED AT RIGHT ANGLE TO SOA TEMPLATE will MV rv�Awi lL/I� 12"X18" PLASTIC BOX AND COVER WITH 2P U Z LOCK TOP °oma CURL TYPE EXPANSION LOOP (MIN.24' 120/240 POSER J WATERPROOF WIRE CONNECTION 12"OR CHR67YS 1.0 TAG (STANDN" oa w� a� 0 3W AS NOTED HARDSCAPE ;,ECU1l TO SOLENOID PIGTAIL 12 CO F"SH GRADE �3/4" . PANEL a I d I t�1 ATA FIA TA TW - CoNouIT FOR 12"MAX. TOP1Z• OF VALVE ► GROUND OO -� �'('�N°lo � INSIAUATIOON FINISHED GRADE x'1-21' PVC UNE PIrE j — 2 EXTRA 1 • CONOUITS NON -PRESSURE LNNE N�TT+Nc GROUND FOR EL.ECTRIW. UNION CONNECTION 3/46. 1 /S ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE of EssNo( APPROVED BY: CITY OF FONTANA PVC UNE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW CITY ENGINEER DATE: 5TKONG BOX tst2c PVC LINE PIPE ROBERT W. WEDDLE COMMON WMX * lar. 12/21/x+ DRAWN BY: nMOTHY KASTEDT ov+� `�� DATE OF LAST REVISION: STD. PLAN NO.505 SHT. t OF3 BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE w/ VALVE / ETCHED W 12"X18" PLASTIC BOX AND COVER WITH w o� H �z U Z LOCK TOP °oma CURL TYPE EXPANSION LOOP (MIN.24' WATERPROOF WIRE CONNECTION 12"OR CHR67YS 1.0 TAG (STANDN" oa w� a� H AS NOTED HARDSCAPE ;,ECU1l TO SOLENOID PIGTAIL F"SH GRADE �3/4" . a I d I t�1 ATA FIA TA TW - 12"MAX. TOP1Z• OF VALVE ► -� �'('�N°lo � x'1-21' PVC UNE PIrE j " 18MMI NON -PRESSURE LNNE N�TT+Nc UNION CONNECTION .. . iiiii PEA GRAVEL PVC UNE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WMX PVC SUPPLY LINE FTT *49SXSXS) CONTROL WM1E NOTE>k 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREJ6 PRCVWE A SPACE A MIN. OF 3 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOK o �1OFESSN APPROVED BY: CITY OF FONTANA �� CITY ENGINEER DATE: TYP. 15RA55 REMOTE ROBERT W. WEDDLE is DP. 114'" DRAWN BY:: TIMOTHY KASTEDT CONTROL VALVE DETAIL olva LSE DATE OF LAST REVISION:STD. PLAN NO. 511 SHT. 1 OF �{ .:•:PPI ♦. DiLallo Landscape ,Architecture, Inc. U40 W ARMDK AVEE SunE 101 FOUNTAIN VALLEY, CA 92706 714-847-6680 FAX 714-847-6367 CALIF. REGISTI ATION 1230 1= Z LU U SHEET OF 6 w o� H �z U Z �o °oma x� oa w� a� H SHEET OF 6 .r. SHEET OF 6