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MAINLINE. SECTION VIEW <br /> 4'MIN.CLEARANCE (l LATERAL 6 MAINL/NE LATERAL WIRING/N <br /> dam/ O/ PAVING Y WIRING/N PIPE PIPE CONDUIT <br /> THE SAME TRENCH <br /> SLEEVES <br /> � OBOTTOM OF <br /> ROAD BASE <br /> \///vj •%/�% ELL CRASSTEE <br /> J 4 <br /> 3 3'MIN. <br /> 5 <br /> 2 PLAN VIEW <br /> O(/NO/STUFBEO SOIL!TYPICAL � - WIRE W/O CONDUIT <br /> F/N/M/GRAOE I OZ L'ONCRETE THRUST BLOCK!TYPICAL <br /> JOPIPE UYPICAV <br /> / <br /> 4OREBAR HENT ARWND FITTING ITYPICALI <br /> 45'ELL 9Y ELL <br /> SOFIF11./TYPICAL <br /> J6'M/N. <br /> RUN WIRING BENEATH ALL SOLVENT WELD TIE A 2'LOOP IN <br /> NOTFS: <br /> AND BESIDE MAINLINE, PLASTIC PIPING TO ALL WIRING AT CHANGES <br /> TAPE AND BUNDLE AT BE SNAKED/N OF DIRECTION OF JW-r <br /> 1. SUPPLY LINES 3-INGLES IN DIAMETER AND 10'INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE <br /> LARGER SHALL RECErvE CONCRETE THRUST AFTER ALL CONNECTIONS <br /> NOTES: BLOCKS. NOTES: HAVE BEEN MADE. <br /> I. ALC PVC IRRIGATION SLEEVES TO BE SCR 40 PVC PIPE. <br /> 2. ALL JO/NTS TO BE SOLVENT WELDED AND WATERTIGHT. 2. REFER TO PlP£MANUFACTURER'S SPECIFICATIONS. I. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE <br /> J. MECHANICALLY TAMP TO T99 PROCTOR 957. FOR AMOUNT OF CONCRETE TO BE USED FOR DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. <br /> WYE THRUST BLOCK - 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. <br /> SLEEVING THRUST BLOCK PIPE & WIRE TRENCHING <br /> Oro-INCOH LINEAR LENGTH OF WARE. VALVE BOX - <br /> W/BOLT-OONN COVER <br /> !2'MIN.CLEARANCE 5 g 02 WAp a2PRWF COxxECrr9N MARKED IRRIGATION <br /> 6 <br /> �� <br /> l 2 9J B 08"S' <br /> GATE VaGVE <br /> l'-® OR£NOTE CBNT/AL VALVEx —I I I <br /> CVE BOY WITH C0.'ER:—1 GATE VALVE. III'—III I- I <br /> O \ MIN. OS%LE LID SIZE AS NOT <br /> l8'MIN. <br /> / T ©F/NIBH GRADE/TOP OF WLCH ON PLANS <br /> / Oi Prc scx BO xlvPrc rnosEl BRICK U OF 21 VALVE BOX <br /> EXTENSION <br /> >b Eu SCH 80 PVC LENGTH A9 REQ. <br /> SIZ ADAPTOR SCH 80 PVC <br /> Cf51ATNA/IOCONTHOLLERI SIZE AS REWIRED. THREADED NIPPLE <br /> 0, <br /> a rLF H I I TYP.SIZE AS REQ <br /> O8C/r W PA"MAINLINE MINIMUM <br /> 24'OF OWER PVC MAINLINE. / j"PEA GRAVEL <br /> l2 SGl 90 PVC'T' TYPE <br /> L4 SIZE pp,, <br /> O AS NOTED V <br /> IS 14 IJ 12 <br /> NOTES,' N <br /> �Nw IBEEu ANO scx w ON PLANS. <br /> — I-- Q LATERAL PIPE Q MULCH OR TURF Q�urERAC <br /> BACKFILL M/NlMUM DEPTHS: <br /> 1.MAIN LINE -36' MAIN LINE 0 O/RB IS vi i�WASHED cna[t" <br /> 2.LATERAL PIPE -!B' J CONTROLLER WIRE O STREET <br /> Lrs <br /> MAINLINE AND LATERAL PIPING REMOTE CONTROL VALVE GATE VALVE <br /> RE VIS IONS I /L I Df�Nry&V.Po(M6T0(L 9/ATE OP FLORIDA SHEET <br /> DATE BY DESCRIPTION A By DESCRIPTION LAN[ D&PARTX&IVT OF 7RANSPORTAT/ON <br /> DESIGN FALMM'°'" <br /> �� ROAD N0. CWNTY FINANCIAL�PROJECT IRRIGtATl®N DET.4IL.S`S�UTHvnaeL MM UFOtg7r 5 INDIAN RIVER 228583LD-23 <br /> c.rrinmr.or Amrorr:mmm OOO2as <br /> InoA'er 9/T/2IXb 5.OJ9J PY c:�22858J652TNVmM.+TANeNb02Agn <br />