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Home My WebLink About4070-11BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET --Nmom- 24' --W-- EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECT❑R AND CONTRACTOR PRI❑R TO ANY TRENCHING OR 'ALJ I WIRE PLACEMENT 36' 7-1 GENERAL NOTESs PROVIDE 100A METER AND 50A/2P MAIN C/B WHERE INDICATED 12' ON DRAWINGS PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. !.: >: PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED ON DRAWINGS. TERMINATE AT EXISTI❑N HANDH❑LE. PER S.C.E. COMPANY REQ, 90 VERIFY EXACT L❑CATION AND TERMINATION REQ. WITH S.C.E. CO. SWEEP C0(0 FOR PRIOR TO TRENCHING ELLS CONTROLLER WIRES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT AND COPPER CONDUCTORS WITH TYPE 'THHN/THWN' INSULATION. FRC7N VIE TS 10' 16' IRRIGATI❑N CONTROL BOARD METER FACES STREET METER 3 STRONG BOX MODEL NO. SB— 24SS/120V "" CONTROLLER WIRES END VIEW NTS ELECTRIC METER & IRRIGATI❑N CONTROLLER ENCLOSURE o QROFESS/0N9/ APPROVED BY: CITY OF FONTANA C 110 No. 25126 CITY ENGINEER DATE: STRONGBOX ROBERT W. WEDDLE EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �l9jF OF CAL\F��DATE OF LAST REVISION: STD. PLAN NO.505 SHT, 1❑F3 WATERPROOF ALL WIRE C❑NNECTI❑NS AS PER STD, RED BLACK �- WHITE (COMMON) BLUE T FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MINIMUM DISTANCE UPSTREAM 1OX DIAMETER OF. FLOW METER SIZE OF 14 WIRES MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE ��oF iii S�l�y APPROVED BY: CITY OF FONTANA �� lFLOW METER/ No. 25126 CITY ENGINEER DATE: ROBERT W. WEDDLE k EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT MASTER VALVE CIVIL �j9rE OF Cho' ��a\� DATE OF LAST REVISION: STD. PLAN NO. 510�71 SHT, 1OF1 TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4" - NOTEi 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 REPRESENTATI❑N IRRIG OF A TYP, INSTALLATI❑N. CONT. SIZE ❑F EQUIPMENT = 46'W X 18'D X 54' HIGH AND SIZE ❑F C❑NC. SLAB = 52'W X 24'D X 8' THICK W/#4 REBARS AT 12' O.C. TYP e' DIA. X 12' D. /-BOTTOMLESS GROUND WELL WITH PARKWAY COVER, FILL WITH PEA GRAVEL �4 9--S TYP. 7 5/8'DIA X 10' DRIVEN GROUND �= ROD PER ARTICLE 250-81 ❑F 1990 NEC PR❑VIDE 20 AMP REVISION DESCRIPTION DATE ENGR. 2 POLE BREAKER DATE 01 PLANTING AND IRRIGATION REVISION FOR NEW PUMPS IRRIGATION PLAN DRAWN BY: DM TRA C 17027 COMM U T/Y FACILITIES -'I' �R I C T WHERE APPLICABLE DESIGNED BY: DM DATE: 08.12.2008 PUMP CHECKED BY: / APP VED BY �J PRD /o..DRAWINGNO.:OFCPv' ( 4070 20 QTY ENGINEER R.C.E. DATE: A TEMPLAT SIGNAL APPROVED FOR CONSTRUCTION PLOT DATE: 09.29.2008 k POWER 120/240 0 3W 12 CIR PANEL FINISHED GRADE GROUND FOR ELECTRICAL 3/4'C, 1#6 ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE �o QRpFESS/0.1,, APPROVED BY: CITY OF FONTANA O�Rj W. yFOol�y�/ No. 25126 � CITY ENGINEER DATE: STRONGBOX ROBERT W. WEDDLE EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �l9rFOF CAL�E�DATE OF LAST REVISION: STD. PLAN NO. 505 SHT, 2❑F3 10' VALVE BOX MARKED W/ 2' LETTERS READING Q.C. W/ LOCKING BOLT LIIi FINISH GRADE. 6' MIN PEA GRAVE BRASS STREET ELL UICK COUPLER VALVE 12' MIN. FROM HARDSCAPE MATERIALS x 4 RWD OR BRICK RASS NIPPLE 6' MIN PVC SHC 40 TEE OR ELL TERAL LINE SIZE TO BE NOTED ON PLAN � 24' MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS r�4� oQ APPROVED BY:CITY OF FONTANA �` W. WFD l �yc� -V va' No. 25126 CITY ENGINEER DATE: QUICK COUPLER ROBERT W. WEDDLE K EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �f.1 CAL\E�DATE OF LAST REVISION: STD. PLAN NO. 521 SHT. 1❑F1 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 01 PLANTING AND IRRIGATION REVISION 8/12/08 IRRIGATION PLAN DRAWN BY: DM TRA C 17027 COMM U T/Y FACILITIES -'I' �R I C T SCALE: DESIGNED BY: DM DATE: 08.12.2008 PREPARED BY: PETER R. DI LALLO R.L.A. NO. 1230 EXP. DATE: 04-31-09 DATE: CHECKED BY: / APP VED BY �J PRD /o..DRAWINGNO.:OFCPv' ( 4070 20 QTY ENGINEER R.C.E. DATE: APPROVED FOR CONSTRUCTION PLOT DATE: 09.29.2008 CITY OF FONTANA IRRIGATI❑N CONTROLLER STANDARD FOR COMMUNITY FACILITIES DISTRICTS (CFD'S) 1, Toro Sentinel satellite controller model ESBXX-U2-MPEA161❑K-❑B1-VRA XX - NUMBER OF STATI❑NS 24, 36 OR 48 2, Mount in Strong Box Model No, SB-24SS/120V, (Stainless Steel) 3, Provide Cambell Scientific Inc,TE525 tipping bucket (Heavy Duty Model) 4, Provide ground rod and surge protection for each satellite controller, Contact: TOM RADEN AGUA FLOW (805) 895-8909 (661) 718-0192 Park and Landscape Development Section, Engineering Division Community Development Department, City of Fontana (1/26/98) �QROFESS/ ON9l APPROVED BY: CITY OF FONTANA oe� - Wrq No. 25126 CITY ENGINEER DATE: CONTROLLER STANDARD ROBERT W. WEDDLE 41 EXP. 12/31/01 DRAWN BY:_ TIMOTHY RASTEDT CIVIL �r9jEOF CAL�FDATE OF LAST REVISION: STD. PLAN NO.505 SHT, 30F3 VALVE BOX W/L❑CK FINISH GRADE 18' VIII III III I I III II 111111— SII •III III IIII III - _I I IE�IIMII I, ,III.. ,I I i L=7,III I I, I I BRASS PVC MALE ADAPTOR GATE VALVE MAINLINE 2' x 4' RWD BLOCK CU. FT, PEA GRAVEL rrN APPROVEDBY: CITY OF FONTANA 126 � CITY ENGINEER DATE: GATE VALVE ROBERT W. WEDDLE EXP. 12/31/01 * DRAWN BY. TIMOTHY RASTEDT CIVIL �l9jf OF \N DATE OF LAST REVISION: STD. PLAN NO. 519 SHT, 10F1 PRESSURE REGULATOR IF - REQUIRED. SET AS SHOWN ON SITE DRAWING STRAINER #40 - MESH MODEL BRASS ELB❑ BRASS BALL- VALVE BRASS PIPE 0 = 8' . 1 0- 18 1 - 18" -L--- LOOSE KEY I , I•I❑SE BIB\ 18 )e EF PORT 18' SUPPLYRLINE TRUST BLOCK) E� FRONT SUPPLYPRESSURLINE (INTAKE) (DISCHARGE) .3/ •F"- UKH V tL 6' L : • : , A, • .. . t, tl2' PLAN 12' NOTE, BACKFLOW ENCL❑SURE,LE MEUR OR EQUAL 24X60'X36' HIGH HINGED AT ONE END SECURE TO 6'X8' FOOTING W/4' J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) GENERAL NOTES 1, CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PRI❑R TO POURING FOOTING/F❑UNDATI❑N 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE. REDUCE PRESSURE BACKFLOW PREVENTER BRASS NIPPLE (4 PLACES) BRASS ELBOW BRASS UNI❑N BRASS PIPE BRASS BALL VALVE LOCK BOX 71197- #4 REBAR FOOTING/F❑UNDATI❑N BACKFLOW ENCLOSURE (SEE NOTE BELOW) BRASS ELBOW BRASS UNION BRASS ALL ALVE 4 REBAR END 01'lsOFESS/OAPPROVED BY: CITY OF FONTANA A, w. No. 25126 CITY ENGINEER DATE: TYP. BACKFLOW ROBERT W. WEDDLE 4 EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �lArFOF ILL�F��DATE OF LAST REVISION: STD. PLAN N0.507 SHT. lOFl BOX TO BE PLACED AT RIGHT ANGLE TO — HARDSCAPE EDGE w/ VALVE # ETCHED IN 12'X18' PLASTIC BOX AND COVER WIT#— LOCK TOP CURL TYPE EXPANSI❑N LOOP (MIN.24fl— WATERPROOF WIRE C❑NNECTI CHRISTY'S I.D TAG (STANDARD) SECURE TO SOLENOID PIGTAI FINISH GRADS I 12'MAX. TOP OF VALVE 12'❑RNow HARDSCAPE AS NOTED PVC LINE PIPE 18' MIN UNION C❑NNECT L� PEA GRAVEL p bd w 00 b b b (MIN.3 CU. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WI PVC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE nil 'RESSURE FITTING N❑TESi 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. 0$ FT, APART, 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX �Q?\VESS/ON9� APPROVED BY: CITY OF FONTANA CITY ENGINEER DATE: TYP. BRASS REMOTE No. 25126 ROBERT W. WEDDLE � EXP. 12/31/01 ROBERT RASTEDT CONTROL VALVE DETAIL DRAWN BY: CIVIL �Tgjf OF CAL\F��DATE OF LAST REVISION: STD. PLAN N0.511 SHT. 10171 SEAL -LANDSCAPE ARCHITECT DI LALLO 11830 PIERCE ST. UNIT 200 CITY 4F FONTANA, CALIFORNIA OWNER KB HOME Greater Los Angeles Inland Valley Division 36310 Inland Valley Drive Wildomar CA 92595 APPLICANT,/DEVELOPER KB HOME Greater Los Angeles Inland Valley DivisionV.- 36310 Inland Valley Drive Wildomar CA 92595 o )sq R. D LALto „ ��, y ewo SJ,T a ' LANDSCAPE LANDSCAPE RIVERSIDE CA 92505 ARCHITECTURE P: 951.582.4058 INC. F: 951.582.4056 IRRIGATION PLAN DRAWN BY: DM TRA C 17027 COMM U T/Y FACILITIES -'I' �R I C T SCALE: DESIGNED BY: DM DATE: 08.12.2008 PREPARED BY: PETER R. DI LALLO R.L.A. NO. 1230 EXP. DATE: 04-31-09 DATE: CHECKED BY: / APP VED BY �J PRD /o..DRAWINGNO.:OFCPv' ( 4070 20 QTY ENGINEER R.C.E. DATE: APPROVED FOR CONSTRUCTION PLOT DATE: 09.29.2008