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Home My WebLink About4033-6VALVE BOX W/LOCK I vv. I I. r v M vw••%r L-1. o ogvEssroaA� APPROVED BY: CITY OF FONTANA Qc No. 25126 CITY ENGINEER DATE: GATE VALVE ROBERT W. WEDDLE EW. 12/31/01 ,� DRAWN BY: TIMOTHY RASTEDT OVil �jqJ£ OF CAt�F�DATE OF LAST REVISION- STD. PLAN NO. 519 1 SHT. 10F1 10" VALVE BOX MARKED W/ 2 - LETTERS READING Q.C. QUICK COUPLER VALVE W/ LOCKING BOLT LID 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE q 6" MIN PEA GRAVEL -,..,18 I I T TE I 2 x 4 RWD OR BRICK BRASS STREET ELL TYP. RASS NIPPLE 6" MIN PVC SHC 40 TEE OR ELL LATERAL LINE SIZE TO BE NOTED ON PLAN 24" MIN. #4 RESAR, ATTACH W/(2) STAINLESS STEEL BANDS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS QOVEwss/oAPPROVED BY: CITY OF FONTANA No. 25126 CITY ENGINEER DATE: QUICK COUPLER ROBERT W. WEDDLE ,K EXP. ,2/31/01 DRAWN BY: TIMOTHY RASTEDT OWL fr9lf OF CAt��`a\� DATE OF LAST REVISION: STD. PLAN NO. 521 SHT. 1 OFmmma POP—UP SHRUB HEAD WALK OR CURB -, ! ! I -�11 1-/2„ '� FINISH GRADE ! 1 ; 1�7 12 SCH 80 PVC NIPPLE THREADED BOTH ENDS PVC STREET ELLS NOTE: 0 INSTALL 12" SHRUB POP—UP HEAD 1 1/2 ABOVE F.G. o F.G. — 1 1/2 )) BELOW WALK OR CURB o CHECK VALVE FOR LOW HEAD DRAINAGE QRov I o�4 �y APPROVED BY: CITY OF FONTANA Na 25126 '° CITY ENGINEER DATE: LAWN 14" 6" 8" ROBERT W. WEDDLE SHRUB POP—UP HEAD EW' 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL slglF� CAt�Fo�DATE OF LAST REVISION: STD. PLAN NO. 523 1 SHT. 1 OF1 6"MIN kUL AIN FROM HARDSCAPES PRESSURE LATERAL LINE RAL LINE 3SURE SUPPLY LINE (ROLL WIRES BACKFILL 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 CQ*FACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE AL�,' IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE 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 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. �oQROFEsS�Q�,A` APPROVED BY: CITY OF FONTANA No 25126 CITY ENGINEER DATE: TRENCHING DETAIL ROBERT W. WEDDLE * EXP. 12/31/01 * DRAWN BY: TIMOTHY RASTEDT '�IgTF a (#CAC&t1F p�� DATE OF LAST REVISION: STD. PLAN NO. 515 1 SHT. 10F1 MAIN SUPPLY, LATERAL AND WIRING LATERAL 18 WIRING MAINLINE .ti• TAPE AND BUNDLE WIRING AT 10' O.C. MAXIMUM TO MAINLAINE. PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL CONNETIONS HAVE BEEN MADE PLAN VIEW NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING APPROVED BY: CITY OF FONTANA CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE PIPING AND WIRING EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �fgjf OF CAL�F�DATE OF LAST REVISION: STD. PLAN NO.516 I SHT. 1 OF1 CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL LINE W/SLEEVE N PRESSURE SUPPLY LINE W/SLEEVE :.:.•': ':; CONTROL WIRE SLEEVE • SAND BACK FILL { 2" MIN ol 6" NOT.ES- INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE SCH. 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 REQUESTED BY 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. �o��oFEss/oy9� APPROVED BY: CITY OF FONTANA �� °Ol Fycy CITY ENGINEER DATE: a Na 25126ROBERT W. WEDDLE SLEEVING DETAIL .K EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL OF Cho NN, DATE OF LAST REVISION: STD, PLAN NO. 518 1 SHT. 1OF1 WATERPROOF ALL WIRE CONNECTIONS AS PER STD. BLACKED-. OF 14 WHITE WIRES (COMMON) BLUE � 7— FLOW SENSOR DIAMETER SAME SIZE AS FLOW METER SIZE MASTER CONTROL VALVE MINIMUM DISTANCE DOWNSTREAM SX DIAMETER OF FLOW METER SIZE MINIMUM DISTANCE UPSTREAM tOX DIAMETER OF FLOW METER SIZE APPROVED BY: CITY OF FONTANA Na 25126 CITY ENGINEER DATE: FLOW METER/ ROBERT W. WEDDLE * W. 12/31/oi * DRAWN BY: TIMOTHY RASTEDT MASTER VALVE GVIL DATE OF LAST REVISION: STD. PLAN NO. 510 1 SHT. 1 OF1 BOX TO BE PLACED AT RIGHT ANGLE TO VL CITY OF REQUIRED. SET AS SHOWN ON SITE DRAWING HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12"X18" PLASTIC BOX AND COVER WITH MESH EMO (4' PLACES) LOCK TOP BRASS ELBOW- CURL TYPE EXPANSION LOOP (MIN.24") TR a WATERPROOF WIRE CONNECTION RELIEF PORT BRASS PIPE BRASS BALL..... VALVE KEY i g" 36" HOSE BIB 12"OR LOCK BOX CHRISTV'S 1.0 TAG (STANDARD) #4 REBAR 18" AS NOTED HARDSCAPE SECURE TO SOLENOID PIGTAIL PROVIDE 100A METER AND 5OA/2P MAIN 0/8 WHERE INDICATED ON DRAWINGS • FOOTING/FOUNDATION DATE: PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. FINISH GRADE 3/4" PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED 10/3/05 ON DRAWINGS. t a TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REQ. SWC' VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. ELLS ClOWNDuitiff FOR d' CONTROLLER WIRES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT i FRONT VIEW 12 MAX. TOP IRI TION CONTROL BOARD 12" vso:NOIDV OF VALVE — - METER FACES { U STREET METER u PVC UNE PIPE » 6 { TORO SENTINEL CONTROLLER INSTALLED IN AN 18„ MIN / NON -PRESSURE LINE FITTING ENCLOSURE. FOR A 24 STATION CONTROLLER I i UNION CONNECTION { 12" i I �� PEA GRAVEL o`•`,`� (MIN.3 CU. FT.) PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR PVC ELBOW (TYP. 2 PLACES) PVC LINE PIPE COMMON WIRE PVC SUPPLY UNE FITTINGS(SXSXS) CONTROL WIRE 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 Q1�of ESS/ ti APPROVED BY: CITY OF FONTANA y No, 25126 CITY ENGINEER DATE: TYP. BRASS REMOTE ROBERT W. WEDDLE * W. 12/3,/01 * DRAWN BY: TIMOTHY RASTEDT CONTROL VALVE DEMUL OWL sl�tF OF CAt1'NoDATE OF LAST REVISION: STD. PLAN NO. 51 1 1 SHT. 1 OF1 SLIP BASE SOCKET OVER STEP 1 END OF WIRES STRIP WIRES APPROX. 5/8” FROM ENDS PUT CRIMP SLEEVE OVER STEP 2 WIRE ENDS -CRIMP SLEEVE —APPLY SEALER TO INSIDE OF SEALING PLUG FILL BASE SOCKET WITH SEALER STET 3 PUSH SEALING PLUG INTO BASE SOCKET UNTIL IT LOCKS STEP 4 PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP -TITS WIRE CONNECTOR "OR EQUAL" APPROVED BY: CITY OF FONTANA a CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE WIRE CONNECTOR -jK OP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT OWL ff9lf CA0pDATE OF LAST REVISION: STD. PLAN NO. 513 1 SHT. 1 OF1 AQUA FLO TOM RADEN std' PHONE # (805) 895-8909 SWEEP CONDUIT FOR FAX # (661) 718-0192 ELLS CONTROLLER WIRES END VIEW — TS ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE o v oEEsslel APPROVED BY: CITY OF FONTANA ' CITY ENGINEER DATE: STRONG SOX No. 25126 ROBERT W. WEDDLE Exp' 1V31/0' DRAWN BY: TIMOTHY RASTEDT OW. �fql£ OF CAt�Eo��®ATE OF LAST REVISION: STD. PLAN NO. 505 1 SHT. 20F3 PRESSURE REGULATOR IF VL CITY OF REQUIRED. SET AS SHOWN ON SITE DRAWING 24" BACKFLOW PREVENTER MESH EMO (4' PLACES) EXACT LOCATION OF CONTROLLER SHALL BE AGREED BRASS ELBOW- UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND CONTRACTOR PRIOR TO ANY TRENCHING OR TR a WIRE PLACEMENT RELIEF PORT BRASS PIPE BRASS BALL..... VALVE KEY i g" 36" HOSE BIB BRASS PIPE LOCK BOX #4 REBAR 18" GENERAL NOTES: 1 PROVIDE 100A METER AND 5OA/2P MAIN 0/8 WHERE INDICATED ON DRAWINGS • FOOTING/FOUNDATION DATE: PROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. . ;.•: ,•::.,, , :,!; .: PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED 10/3/05 ON DRAWINGS. 80 TERMINATE AT EXISTION HANDHOLE. PER S.C.E. COMPANY REQ. SWC' VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. ELLS ClOWNDuitiff FOR PRIOR TO TRENCHING CONTROLLER WIRES CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT AND COPPER CONDUCTORS WITH TYPE "THHN/THWN" INSULATION. FRONT VIEW ITS 10"loom16 -.r— -- IRI TION CONTROL BOARD i I {1 METER FACES { U STREET METER ; » 6 { TORO SENTINEL CONTROLLER INSTALLED IN AN I APPROVED STAINLESS STEEL EDISON METER BOX ENCLOSURE. FOR A 24 STATION CONTROLLER I i ES624-U2-MPEA161 OK -081 -VRA { 12" i I CONTACT• AQUA FLO TOM RADEN std' PHONE # (805) 895-8909 SWEEP CONDUIT FOR FAX # (661) 718-0192 ELLS CONTROLLER WIRES END VIEW — TS ELECTRIC METER & IRRIGATION CONTROLLER ENCLOSURE o v oEEsslel APPROVED BY: CITY OF FONTANA ' CITY ENGINEER DATE: STRONG SOX No. 25126 ROBERT W. WEDDLE Exp' 1V31/0' DRAWN BY: TIMOTHY RASTEDT OW. �fql£ OF CAt�Eo��®ATE OF LAST REVISION: STD. PLAN NO. 505 1 SHT. 20F3 PRESSURE REGULATOR IF VL CITY OF REQUIRED. SET AS SHOWN ON SITE DRAWING REDUCE PRESSURE BACKFLOW PREVENTER MESH EMO (4' PLACES) ESL BRASS ELBOW- BRASS ELBOW TR nBRASS UNION RELIEF PORT BRASS PIPE BRASS BALL..... VALVE KEY i g" BRASS BALL VALVE HOSE BIB BRASS PIPE LOCK BOX #4 REBAR 18" 18 • FOOTING/FOUNDATION PUPPLYRLINE (TRUST B OCK�ER� FRONT PUPPLYRLINE INTAKE) DISCHARGE) BACKFLOW ENCLO URE 3/4" GRAVEL EE NOTE BELOW 6" BRASS ELBOW BRASS UNION �'• ' •� :.._ • ., ' BRASS BALL .. �' .'. . '•.' ,,. VALVE #4 REBAR 12 PLAN 112 NOTE: BACKFLOW ENCLOSURE,LE MEUR E N p OR EQUAL 24"X60"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 PRIOR TO POURING FOOTING/FOUNDATION 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE. oQ1lol:Ess//) APPROVED BY: CITY OF FONTANA No. 25126 CITY ENGINEER DATE: -�-� BACKFLOW ROBERT W. WEDDLE * EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT clwL OF CAt�F�®ATE OF LAST REVISION: STD. PLAN NO.507 SHT. 1 OF1 Landscape Architects 1793 W, Arrow Highway Upland, California 91786-4297 (909) 949-6159 / fax (909) 985-3405 VL CITY OF F DRAWN BY: SCALE: TR FONTANA VILLAS LLC N.T.S. TRACT N 16563 DESIGNED BY: DATE: 10/3/05 CHECKED BY: APPROVED: =,I DRAWING N0. 6 (`TTY N( INFER a e rai rv) 4033 9 Landscape Architects 1793 W, Arrow Highway Upland, California 91786-4297 (909) 949-6159 / fax (909) 985-3405