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Home My WebLink About4237-3G STEP 1 STEP 2 STEP 3 STEP 4 SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8' FROM ENDS PUT CRIMP SLEEVE OVER WIRE ENDS -CRIMP SLEEVE APPLY SEALER TO INSIDE OF SEALING PLUG FILL BASE SOCKET WITH SEALER PUSH SEALING PLUG INT❑ BASE SOCKET UNTIL IT LOCKS PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP-TITE WIRE CONNECTOR 'OR EQUAL' fag No. 25126 DP. 12/31/01 av�L l4'tOFCAIE APPROVED BY: CITY ENGINEER DATE: ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE OF LAST REVISION: CITY OF FONTANA WIRE CONNECTOR STD. PLAN NO. 513 SHT. 1❑F1 BENCHMARK RT REVISION DESCRIPTION E POP–UP SHRUB HEAD FINISH GRADE 1/2' i"iiii i MITT .iii-iii.. 1z. _iiIEL, SCH 80 PVC NIPPLE THREADED BATH ENDS WALK OR CURB 11 d ill HI . -III-I I 111=111=111=111=111=11 F_=11' ''' I IE 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 0CHECK VALVE FOR LOW HEAD DRAINAGE %Of ESS/0#4 No. 25126 EXP. 12/31/01 CIVIL APPROVED BY: 0 CITY ENGINEER DATE: ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE OF LAST REVISION: CITY OF FONTANA LAWN/4"6"8" SHRUB POP-UP HEAD STD. PLAN NO. 523 SHT. 1OF1 cu 2' MI LEAN BACK FILL SATURATE AND COMPACT TO 7.90 ARDSCAPING NATIVE BACKFILL 2' MINUS NON PRESSURE LATERAL LINE W/SLEEVE PRESSURE SUPPLY LINE W/SLEEVE CONTROL WIRE SLEEVE SAND BACK FILL 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. ) INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECT❑R. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECT❑R IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND PR❑VIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. Ctc QROf ESS/, No. 25126 EXP. 12/31/01 MAL if OF CO On APPROVED BY: CITY ENGINEER ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE: DATE OF LAST REVISION: CITY OF FONTANA SLEEVING DETAIL STD. PLAN NO. 518 SHT, 1❑F1 C CONC. WALK OR CURB • y. • •:• • =111=111=111-11 -111 II111iIII111il 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 ttOf ESS/0H �` It riot No. 25126 EXP. 12/31/01 av�L ft OF CAFE APPROVED BY: CITY ENGINEER DATE: ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE OF LAST REVISION: CITY OF FONTANA HI POP SHRUB HEAD STD. PLAN NO* 524 SHT, 1❑F1 D WIRING MAIN SUPPLY, LATERAL AND WIRING 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 Na 25126 EXP. 12/31/01 OML TF OF CO�Q APPROVED BY: CITY ENGINEER ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE: DATE OF LAST REVISION: SEAL -LANDSCAPE ARCHITECT CITY OF FONTANA PIPING AND WIRING STD. PLAN NO.516 SAN BERNARDINO COUNTY B.M. UF 627, NAVD 88 ELEVATION: 1011.70 FEET CFD LANDSCAPE PLAN CORRECTIONS REVISED PER NEW MONUMENT WALL REVISED PER CITY COMMENTS 4/19/07 TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OWNER KB Homes of Greater Los Angeles 801 Corporate Center Drive Pomona, CA 91768 (909)618-1453 APPLICANT/DEVELOPER KB Homes of Greater Los Angeles 801 Corporate Center Drive Pomona, CA 91768 (909)618-1453 SHT. 1❑F1 A FINISHED GRADE 6' MIN FROM HARDSCAPES NON PRESSURE LATERAL LINE z m 6'MIN ATERAL LINE PRESSURE SUPPLY LINE C❑NTR❑LL WIRES LEAN 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 REMAINDEF 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' D.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 PR❑VIDE 24' INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3' AND LARGER. QOFESS/0p taw Q No. 25126 EXP. 12/31/01 avtL f OF CAFE APPROVED BY: CITY ENGINEER ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE: DATE OF LAST REVISION: CITY OF FONTANA TRENCHING DETAIL STD. PLAN NO. 515 SHT. 1❑F1 B ELEVATION 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/TEFL❑N TAPE FOR ALL PUBLIC JOBS CC No. 25126 EXP. 12/31/01 MIL TO CAU ver APPROVED BY: CITY ENGINEER DATE: ROBERT W. WEDDLE DRAWN BY: TIMOTHY RASTEDT DATE OF LAST REVISION: CITY OF FONTANA SWING JOINT STD. PLAN NO. 522 SHT. 1DF1 18830 PIERCE STREET, UNIT 200 RIVERSIDE, CA 92505 951-582-4058 FX951-582-4056 CALIF. REGISTRATION 1230 PREPARED BY: PETER R. DI LALLO R.LA. NO. 1230 EXP. DATE: 04-31-06 DATE: CITY OF FONTANA, CALIFORNIA IRRIGATION DETAILS DRAWN BY: DM DESIGNED BY: DM CHECKED BY: PRD TRACT 17021 LANDSCAPE MAINTENANCE DISTRICT L PE PLANS APPROVED BY: CITY ENGINEER - R.C.E. G-/3 -v DATE. SCALE: 1"=20' DATE: 06-05-2007 DRAWING NO.: 4237 03 07