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Home My WebLink About4070-10BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET SLIP BASE SOCKET OVER STEP 1 END OF WIRES STRIP WIRES APPROX, 5/8" FROM ENDS S1 PUT CRIMP SLEEVE OVER 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 '❑R EQUAL' R o�F ai S/ �Ngl�y APPROVED BY: CITY OF FONTANA CL -CITY ENGINEER DATE: No. 25126 A ROBERT W. WEDDLE WIRE CONNECTOR * EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �lgj£OF CAL1F��DATE OF LAST REVISION: STD. PLAN NO. 513 SHT, 10171 1. CLOSE—COUPLED CENTRIFUGAL PUMP, CAST 9. STRUCTURAL ALUMINUM BASEPLATE. IRON BRONZE FITTED. 10. BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE 2. NEMA 4X SIMPLEX CONTROL PANEL FOR WRAP AUTOMATIC OPERATION. 11. BRASS 90 DEG. ELBOW. 3. BRONZE 1/4 TURN BALL VALVE 12. PVC SCHEDULE 80 MALE ADAPTER. 4. BRONZE NON—ADJUSTABLE FLOW SWITCH. 13. CONCRETE THRUST BLOCKS ---- CUBIC FEET 5. --- INCH TYPE "L" COPPER. MINIMUM. 6. BRONZE UNION ADAPTER. 14. �— INCH THICK CONCRETE PAD, ASTM C-94, 7. PRESSURE GAUGE, LIQUID DAMPENED. ACI STD 318-83 MIX, 2500 PSI RATED 8. MARINE GRADE ALUMINUM ENCLOSURE, HINGED 15. MAIN POWER CONDUIT. TOP. 16. IRRIGATION CONTROLLER SIGNAL CONDUIT. BARRETT ENGINEERED SIZE °w° "° LOW FLOW-IRRIGA110N COg[fl SIGNAL gjgD REV 09/05 PUMPS SCALE FSHEET IBH—LF.dwg TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT POP-UP SHRUB HEAD FINISH GRADE SCH 80 80 PVC NIPPLE =� THREADED BOTH ENDS WALK OR CURB PVC STREET ELLS NOTE: o 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 �o QROFESSIpN9� APPROVED BY: CITY OF FONTANA No. 25126 CITY ENGINEER DATE: LAWN / 4" 6" 8" ROBERT W. WEDDLE SHRUB POP—UP HEAD * EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �l9rFOF Cpl\E�DATE OF LAST REVISION: STD. PLAN NO. 523 SHT, 1OF1 rl F -ANI Rory 1�711 SATURATE AND COMPACT T[];/.()O 3CAPING 2' MI ATIVE BACKFILL 2' MINUS ON PRESSURE LATERAL LINE W/SLEEV 'RESSURE SUPPLY LINE W/SLEEVE '.ONTROL WIRE SLEEVE SAND BACK FILL N❑TESi 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. w 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, 10 QROFESS/py9 APPROVED BY: CITY OF FONTANA A W W C ell CITY ENGINEER DATE: No. 2ROBERT W. WEDDLE SLEEVING DETAIL EXP. 12//3131 /01 DRAWN BY: TIMOTHY RASTEDT CIVIL �r9jf OF CAL\E��DATE OF LAST REVISION: STD. PLAN NO. 518 [SHT. IOFI REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 10 PLANTING AND IRRIGATION REVISION 8/12/08 KB HOME Greater Los Angeles Inland Valley Division 36310 Inland Valley Drive Wildomar CA 92595 C❑NC, WALK OR CURB 1 1 2" i FINISH GRADE — I,,III,,III,;; 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 Q, OVESS/pN9 APPROVED BY: CITY OF FONTANA W. WFoDI `ry`7 1 No. 25126 CITY ENGINEER DATE: HI POP SHRUB HEAD ROBERT W. WEDDLE EXP. 12/31/01 DRAWN BY:_ TIMOTHY RASTEDT sj CIVIL 9TF OF CAE\Ep`�a DATE OF LAST REVISION: STD. PLAN NO. 524 SHT, 1OF1 MAIN SUPPLY, LATERAL AND WIRING LATERAL Bf WIRING • f� MAINLINE ... . TAPE AND BUNDLE WIRING AT 10' O.C. MAXIMUM TO MAINLAINE. viii 1 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; D❑ NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATI❑N CONTROL WIRING N)QROFESS/ppq� APPROVED BY: CITY OF FONTANA W. W f'^,f ccy Cm CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE PIPING AND WIRING EXP. 12/31/01 + DRAWN BY: TIMOTHY RASTEDT CIVIL �l9jFOF CAL\F��\� DATE OF LAST REVISION: STD. PLAN NO. 516 SHT. 1❑F1 APPLICANT/DEVELOPER KB HOME Greater Los Angeles Inland Valley Division 36310 Inland Valley Drive Wildomar CA 92595 6'MIN GRADE MIN FROM HARDSCAPES ON PRESSURE LATERAL LINE ATERAL LINE 'RESSURE SUPPLY LINE ONTROLL 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' D.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTI❑N. 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. oVESS/pyq� APPROVED BY: CITY OF FONTANA W. wEq�l�ycy CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE TRENCHING DETAIL EXP. 12/31/01 DRAWN BY: TIMOTHY RASTEDT CIVIL �19j£ OF CAL\FDATE OF LAST REVISION: STD. PLAN NO. 515 SHT. 1OF1 Is�1111►�ei:"1 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 Q�OFESS/ pN9� APPROVED BY: j W. wF�Ol�y�y CITY ENGINEER DATE: No. 25126 ROBERT W. WEDDLE {c EXP. 12/31 /01 * DRAWN BY: TIMOTHY RASTEDT CIVIL �l9jE OF CAI.\Vii DATE OF LAST REVISION: '` `"NDS "'`rECT DI LALLO 11830 PIERCE ST. UNIT 200 �o �o��pFq LANDSCAPE RIVERSIDE, CA 92505 �o N ARCHITECTURE P: 951.5 82.405 8 t IN C. F: 951.582.4056 *n I° ° * PREPARED BY: PETER R. DI LALLO R.L.A. N0. 1230 e EXP. DATE: 04-31-09 ATF OF, CPu�O� DATE: CITY OF FONTANA SWING JOINT STD. PLAN NO. 522 I SHT, 1❑F1 CITY OF FONTANA, CALIFORNIA IRRIGATION PLAN DRAWN BY: DM TRACT 17027 SCALE: 1 COM M U Y FACILITIES DATE: 201 DESIGNED BY: DM/0 1 �S R IT 08.12.2008 CHECKED BY: APP ED BY: DRAWING NO.: 10 PRD �(� • �� NGINE�E-F� R.C.E. DATE: � 0 � 0 2O APPROVED FOR CONSTRUCTION PLOT DATE: 09.29.2008 D�Lplj Lt LSI