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Home My WebLink About3234-4■ ■ SLIP BASE SOCKET OVER STEP 1 END OF WIRES STRIP WIRES APPROX, 5/8" FROM ENDS PUT CRIMP SLEEVE OVER STEP WIRE ENDS -CRIMP SLEEVE APPLY SEALER TO INSIDE OF SEALING PLUG FILL BASE SOCKET WITH SEALER STEP 3 PUSH SEALING PLUG INT❑ BASE SOCKET UNTIL IT LOCKS STEP 4 PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP-TITE WIRE CONNECTOR 'OR EQUAL' QvFESS/py9� APPROVED BY: W CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE EXP. 12/31/01 * DRAWN BY: TIMOTHY RASTEDT CIVIL �19j£ OF CAl\F��DATE OF LAST REVISION: CITY OF FONTANA WIRE CONNECTOR STD. PLAN NO. 513 1 SHT. 1OF1 ■ J POP—UP SHRUB HEAD FINISH GRADE ,III -1 I ISI I 1-1 12" �- -1 SCH 80 PVC NIPPLE THREADED BOTH ENDS — WALK OR CURB 2" d Q C t ■ 77- 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 o CHECK VALVE FOR LOW HEAD DRAINAGE QROFESS/ pN9� APPROVED BY: CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE * EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT �l9jF OF CAI \F�DATE OF LAST REVISION: CITY OF FONTANA LAWN/ 4" 6" 8" SHRUB POP—UP HEAD STD. PLAN NO. 523 SHT, 1OF1 CLEAN BACK FILL SATURATE AND COMPACT TO %90 ARDSCAPING NATIVE BACKFILL 2" MINUS �I.I II I NON PRESSURE LATERAL LINE W/SLEEV I PRESSURE SUPPLY LINE W/SLEEVE it CONTR❑L WIRE SLEEVE - SAND BACK FILL 2' MIN 3 I 6' MIN NOTES; 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, X 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, �V1 �SFNq��ti APPROVED BY: CITY OF FONTANA CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE SLEEVING DETAIL * EXP.12/31/01 DRAWN By: TIMOTHY RASTEDT ML �l9jf OF CAL\F��DATE OF LAST REVISION: STD. PLAN NO. 518 SHT, 1❑F1 CONC. WALK OR CURB 1 1 2" FINISH GRADE •1111111 HIPOP SHRUB HEAD PVC STREET ELL LATERAL LINE WITH PVC TEE OR ELL DOUBLE SWING J❑INT 2 EA, PVC STEET ELLS NOTE: INSTALL HI -POP IRR. HEAD 1 1/27 ABOVE F.G. F.G. 1 1/2" BELOW HARDSCAPE INSTALL CHECK VALVES FOR LOW HEAD DRAINAGE o QVFESS/oN9� APPROVED BY: I�FZ) CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE ME EXP' 12/31/01 DRAWN BY: TIMOTHY RASTEDT �l9jF OF CAL\FO�DATE OF LAST REVISION: MAIN SUPPLY, LATERAL AND WIRING LATERAL 8' WIRING • MAINLINE TAPE AND BUNDLE WIRING AT 10' ❑.C, MAXIMUM TO MAINLAINE. CITY OF FONTANA HI POP SHRUB HEAD STD. PLAN NO. 524 SHT, 1OF1 PR❑VIDE A 20' LOOP OF WIRE IN ALL CHANGES OF DIRECTI❑N GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL C❑NNETI❑NS HAVE BEEN MADE PLAN VIEW NOTE: D❑ NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING QtOFESS/Op9� APPROVED BY: W wFD°l�ycy CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE * EXP' 12/31/01 DRAWN BY: TIMOTHY RASTEDT ME �19j£ � OF CAIIFDATE OF LAST REVISION: CITY OF FONTANA PIPING AND WIRING STD. PLAN NO.c�1 A I CHT. 1 nF1 ■ 6°MIN GRADE MIN FROM HARDSCAPES ON PRESSURE LATERAL LINE ATERAL LINE 'RESSURE SUPPLY LINE ❑NTROLL WIRES EAN 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 REMAINDE OF TRENCH CAN BE FILL WITH ROCK SCREENED 2' MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% 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 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. aQtOfEss/oN9� APPROVED BY: 41 CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE EXP. 12/31/01 DRAWN By: TIMOTHY RASTEDT ME �l9jE OF CAL\F��DATE OF LAST REVISION: CITY OF FONTANA TRENCHING DETAIL STD. PLAN NO. 515 SHT. 1OF1 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(PUBLIC) 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 QvVESS/pN9� APPROVED BY: 1 1. CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE EXP. 12/31/01 * DRAWN BY: TIMOTHY RASTEDT CIVIL fl9JE' „r o„ DATE OF LAST REVISION: RECORD DRAWINGS The record drawings incorporated herein are furnished for information purposes only and have been prepared, in part, based upon information furnished by others. The design professional cannot assure its accuracy or completeness and, thus is not responsible for the accuracy of these record drawings, or for any errors or omissions which may have been incorporated into it as a result. Those relying. an these record drawings are, advised to obtain independent verification of its accuracy before applyihng it for any purpose. ■ CITY OF FONTANA SWING JOINT STD. PLAN NO. 522 1 SHT, 1❑F1 CITY OF FONTANA DRAWN BY: STREETSCAPE JE IRRIGATION DETAILS DESIGNED BY: TRA C NOs 15861 JE CHECK BY: PPIf ` �, 152 PC CITY 9NEER R.C.E. ■ DATE JULY 9p2002 S C A L E AS NOTED D RAW N BY NUVIS CHECKED BY P.C. REVISIONS RECORD DRAWINGS f'11"��1111 1/1 T1�1\ 1 PROJECT AND CLIENT NAME CENTERSTONE � FONTANA CENTERSTONE DEVELOPMENT CO. 3500—B WEST LAKE CENTER DR. SANTA ANA, CA 92704 SHFEi DESCIIIfION IRRIGATION DETAILS Pq U AVT I S LANDSCAPE ARCHITECTURE AND P L A N N I N G 3151 AIRWAY AVENUE, SUITE J-3 COSTA MESA, CALIFORNIA U.S.A. 92 6264640 FX: 714. 754. 7346 PH: 71 4.754.73 1 1 SCALE: AS NOTED SHEET NUMBER - DATE: 40F 8 10-25-01 PROJECT NUMBER DWG N0. 4 01-214.01 3234 g rens Norror>1 foRnf accuw►cro� are�ss o1F R1�RODUCifONS OF IHS DOCIJMB(� Gf�tAT® BY 07Fl8ES FROM ■ HECIROPiC M®IA. r