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Home My WebLink About4253-5Em Em m S T E P SLIP BASE SOCK [T OVER END OF' WIRES STRIP WIRES APPROX, 5/e FROM ENDS S-1 STEP 3 S T F__ P zl- PUT CRIMP SLEEVE OVER WIRE ENDS—CRIMP SLEEVE APPLY SEALER TO INSIDE OF SEALING PLLIG FILL BASE SOCKET WITH SEALER PUSH SEALING PLUG INTO BASE SOCKET UNTIL IT LOCKS PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP -TIT[ WIRE CONNECTOR "OR EQUAL" S/(� APPROVED BY: CITY OF FONTANA chz No, 25126 CITY ENGINEER DATE.- WIRE CONNECTOR ROBERT W� WEDDLE EXP� 12/31/01 DRAWN sy:_--TlM0THY RASTEDT CIVIL DATE OF LAST REVISION: STD. PLAN NO.' 53 13 SHT, lDFl 10fl VALVE BOX MARKED W/ 2' LETTERS READING Q,C, W/ LOCKING BOLT L I D� FINISH GRADE, T=l I �1=j 11T 11' 1 6� MIN PEA G R AV E L,__ BRASS STREET ELL TY -P---.-, QUICK COUPLER VALVE —12" MIN, FROM HARDSCAPE MATERIALS F rl I�T I x 4 RWD DR BRICK --BRASS NIPPLE 6' MIN PVC SHC 40 TEE OR ELL ATERAL LINE SIZE TO BE NDTED ON PLAN '�24` MIN� #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS N [IT E USE TEFLON I -APE ON ALL. THREADED FITTINGS APPROVED BY: CITY OF FONTANA W. No, 25126 CITY ENGINEER DATE: ROBERT W. WEDDLE QUICK COUPLER �K EXP, 12/31/01 DRAWNBY� T(MOTHY RASTEDT STD. PLAN NO. 52'��l �7SHT �][]Fl POP ---UP SldRUB HEAD WALK OR CURB 1/2" FINISH GRADE 11c, 4 A 1-11 7_*..I III 12 1 1 F— SCI—] BO PVC NIPPL[:'--' "THREADED BOTH ENDS 1�1 I 1� 11 — PVC STREET EL_.LS NDTE� 0 INSTALL- 12" Sl--IRUB POP ---UP HEAD 1 1.1211 ABOVE F,G, 0 F.G, -- 1 112" BELOW WAL-K OR CURB OCHECK VALVE FOR LOW HEAD DRAINAGE APPROVED BY: ONTANA W, CITY OF F CITY ENGINEER DATE: No� 25126' ROBERT W. WEDDLE LAWN 4 6 8 -JK EXP, 12/31/01 DRAWN By.. _11MOTHY RASTEDT SHRUB POP --UP 1--lEAD STD. PLAN NO. 523 SHT, I0Fl /--CLEAN BACK FILL SATURATE AND COMPACT T0790 A R D S C A P I N G NATIVE BACKFILL 2' MINUS d, _ERA '-V ,,,---NON PRESSURE LAI -L LINE W/SLEL ,—PIRESSURE SJPP-Y LINE W/, -L ----V[--, Elf 1- ---CONTROL WIRE SLEEVE ,,,--S(-)ND BACK FILL IMU" 2 MIN -:::1 . ...... MIN 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 J'HE LINE I'D BE Sl EEVED, x INCREASE THIS DISTANCE TO 3611 Wl-lEN SLEEVING) UNDER ROADWAYS AND COMMERCIAL TRAF L FIC WAYS WHEN INSTRUCTED BY INSPECTOR, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOIR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SI-IALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL, APPROVED BY: CITY OF FONTANA W, No, 25126 va CITY ENGINEER DATE - ROBERT W. WEDDLE SLEEVING DETAIL EXR 12/31/101 DRAWN BY. __L(MOTHY RASTEDT DATE OF LAST REVISION: STD,, PLAN NO. 518 S 1-1 T, 1, 0 F I Is 0 Im CON(l WAL-K OR CURB 1 11,1211 ILI 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� INSTAI.-L HI—PDP IRR, HEAD 1 1121Y ABOVE F,G, F,G, 1 1/2" BELOW HARDSCAPE INSTALL CHECK VALVES FOR LDW HEAD DRAINAGE MAIN SUPPLY, LATERAL AND WIRING LATERAL WIRING MAINLINE J. zllll'� TAPE AND BUNDLE WIRING AT 10' 0,C, MAXIMUM TO MAINLAINE, PROVIDE A 2V LOOP OF WIRE P� ALL CHANGES OF DIRECTIDN GREATER THAN 30 DEGREES REMOVE TIES AFTER ALL CONNETIONS HAVE BEEN MADE PLAN VIEW NOTE� DO NOT INSTALL 120 VOLTAGE DR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING APPROVED BY: / % __ z i, CITY OF FONTANA No. 251226 CITY ENGINEER DATE: PIPING AND WIRING ROBERT W. WEDDLE EW� 12/31/01 DRAWN BY: TIMOTHY RASTEDT STD. PLAN NO�-_�Ir_, ISHT, IDFl KAIJL MIN FROM HARDSCAPES PRESSURE LATERAL LINE ERAL LINE __�SSURE SUPPLY LINE JTROL,.A__ WIRES N BACKFILL FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE� 1-1-11S WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE, TIdE 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, BUNDI-E AND TAPE ALL CONTROL WIRES AT 10' OZ, TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANCES 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' INCH -IS DF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3` AND LARGER, El RISER MAIN OR LATERAL LINE TEE OR ELL 12"' NIPPLE NIPPLE SIZE TO MATCH HEAD SIZE R E V I S 1 0 N S IRRIGATION DETAILS