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Irrigation DetailsCONTROLLER wy I,~E T AL CAB)NET CONCRETE ~SLO4~E TO DRAIN) 3,4" C~OUIT FOR 120/230 -- CONOUIt F~ V~LVE ~IRES SCALE: N.T.S, NIOUN T FINIS. GRADE CEAREO ROTOR SWING JOINT STREET ELL (LENGTH As REOUIRED) PVC LATERAL LINE ROTOR - SWI NO JOINT SCALE: N.T.S. IRRIGATION MAIN /~-- PvC MAIN ( IRR. ) SIZE AS SHOWN ON PLAN - --J 2" DCVA ----T' WATER SERVICE MAIN PER CITY PLUI~BING CODE 2" I~ETER IN BOX (PER CITY CONSTR. STANDARDS) PER CITY PLUk~BING CODE SERV I CE SCALE: N.T.S. LINE C ONNE C T I ON MIN. CLEARANCE ~~./,~/~/~//'/'SLEEvES PAVING MIN. TO 2~ISH GRADE PAVING J I 18' MIN. 24" MAX. I PVC CAP ( TYPICAL NOTES: 1. ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC. 2. ALL JOINTS TO BE SOLVENT WELDE0 AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINI I~uM ABOVE FINISH GRAOE. 4. I~ECHANICALLY TAI,~:' TO 95% PROCTOR. SLEE V I NO SCALE: N.T.S. INISH GRADE/TOP OF k~JLCH lNG VALVE: VE BOX WITH COVER: 6-INCH SIZE SCH 80 NIPPLE (LENGTH AS REOUIRE0) INCH MINI~M DEPTH OF 3/4-INCH WASHED GRAVEL SCH 40 STREET ELL (1 OF 2) SCH 80 NIPPLE (LENGTH AS REOUIRED( SCH 40 STREET ELL NOTE: 1. PVC SCH 40 TEE OR ELL PVC ~INLINE PIPE PVC SCH 40 ELL 2" x 2" REDWOOD STAKE wi STAINLESS STEEL GEAR CLA~S OR EOUIVALENT SUPPORT SYSTEM FURNISH FITTINGS AND PIPING N0UlNALLY SIZE0 10ENTICAL TO NOMINAL OUICK COUPLING VALVE INLET SIZE. OUI CK- COUPL I NO VALVE SCALE: N.T.S. PvC PIPE SOLVENT WELD BELL AND SOCKETED SIZE SCH. 40 FITTINGS GASKET FITTINGS PIPE 3/4" 2' -- 2~ 2" 4~ 4" 4" 4" 8~ 8" ELECTRICAL W RING TO 8E INSTALLEO IN SEPARATE 2 " PiPE SLEEVE SCHEDULE SCALE: N.T.S. A -I I=lll~lll_--~ -I I :----I ll~,,l_l M B I I----I l I_----II I=lll----IIl_=llli I I----I II~l I I=11 I,----I I I_=1 II I_----II1_=111~-'''-' -'l I----'"--' SECTION VIEW MAINLINE, LATERAL,MAINLINE LATERAL WIRING IN AN0 wIRING IN PIPE PIPE CONDUIT THE SAk~E TRENCH o ,x/~ .~ o I I=lll~ll l--_--lll----lll----ll L M SIZE DOWNSTREAM PvC PIPE EXTENSION TO MATCH SIZE 0r UP STREAM MAINLINE PIPE. GENERAL NOTES: I. INSTALL B" X 8~ x lB~ SOt ID CMU BLOCK ALL AROUND THE VALVE BOX. 2. PEA GRAVEL SHALL BE INSTALLE0 FLUSH WITH BOTTOM OF PIPE AND VALVE. 3. MAIN LINE SHALL HAVE A MINI I~ILIM OF 18~ COVER LATERIAL LINE SHALL HAVE A MINIk~IJM 12~ COVER 4. PROvIOE A 24~ wIRE EXPANSION COIL AT EACH SPEARS ORY SPLICE wIRE CONNECTION. 5. CENTER VALVE ASSE~LY IN VALVE BOX. CONSTRUCTION NOTES: A. FINISH GRADE B. VALVE BOX BY At~ETEK C. SPEARS 0RY SPLICE CONNECTO~RS, 0. IRRIGATION MAINLINE. E. IRRIGATION MAINLINE SERVICE TEE OR ELL, F. SCHEOULE 80 PvC x 12" NIPPLE. O. SPEARS TRUE UNION SCHEOULE 80 PVC BALL VALVE. H. SCHEOULE 80 PvC CLOSE NIPPLE I. ELECTRIC VALVE (SEE PLAN) K, LATERAL LINE. L. MINI~JM 6" 0EPTH PEA GRAVEL. M, 8~ x 8~ x 16~ SOLI0 CI~LJ BLOCK. N. 24" WIRE EXPANSION C01L. O. FILTER FABRIC, TAPE TO ALL INLET AND OUTLET PORTS OF VALVE BOX TO BLOCK SILTING PROBLEMS. RUN WIRING BENEAT~A~'H~H AN0 BESIDE MAINLINE. TaPE AND BUNDLE AT 10-FOOT INTERVALS, NOTES: PLAN view ALL SOLVENT WELD-- PLASTIC PIPING TO BE SNflKEO IN TRENCH AS SHOWN. wIRE w/O CONDUIT ElF a 24-INCH LOOP iN.Z' ALL WIRING AT CHANCES OF DIRECTION CF 30' OR CREATER. UNTIE AFTER ALL CONNECTIONS HAvE BEEN MAOE. 1. SLEEVE BELOw ALL HARDSCAPE ELEk~ENTS WITH SCHO.~O Pr( 'twiCE THF DIAk~F_TER OF THE PiPE OR wIRE BUNOLE WITHIN. 2, FOR PIPE AN0 WIRE BURIAL 0EPTHS SEE SPECIFICATIONS, PI PE & WI RE SCALE: N.T.S. TRENCHI NO ELECTRIC VALVE & VALVE SCALE: N.T.S. BOX IRRICAT ION NOTES: 1. ALL SPRINKER EOUIPMENT NUMBERS REFERENCE THE RAINBIRD AND HUNTER EOUIPMENT CATALOG. 2. ALL 24 VOLT VALVE WIRING IS TO BE UF 14 SINGLE CONOUCTOR. ALL WIRE SPLICES ARE TO BE PERMANENT AN0 WATERPROOF. SLEEVES SHALL BE INSTALLE0 8Y GENRAL CONTRACTOR. SCHEDULE 40. SIZES AS INDICATED IN DETAIL. SLEEVE MATERIAL SHALL BE PVC TEN DAYS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE. IF STATIC PRESSURE IS LESS THAT 60 PSI, 00 NOT START WORK UNTIL NOTIFIED TO DO SO BY OWNER. ALL MAIN LINE AND LATERAL PIPING SHALL HAVE A MINIMUM OF 12 INCHES OF COVER. UNDER PAVING SHALL HAVE A MINIMUM OF 18 INCHES OF COVER, ALL PIPING THE IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF THE SYSTEM WITH THE LANDSCAPE CONCTRACTOR S0 THAT ALL PLANT MATERIAL WILL BE WATERE0 IN ACCORDANCE WITH THE INTENT OF THE PLANS AN0 SPECIFICATIONS. CONTRACTOR SHALL LAY SLEEVES AND CONDUITS AT TWENTY-FOUR INCHES BELOW FINISH GRADE OF THE TOP OF PAVEMENT. 8. CONTRACTOR SHALL EXTEND SLEEVES ONE FOOT BEYOND EDGE OF ALL PAVEMENT. 9, CONTRACTOR SHALL CAP PIPE ENDS USING PVC CAPS 10. GENERAL CONSTRACTOR SHALL FURNISH OWNER AND IRRIGATION CONTRACTOR WITH AN AS BUILT ORAWING SHOWING ALL SLEEVE LOCATIONS. 11. RAIN & FREEZE SENSOR MUST BE INSTALLEO WITH EVERY CONTROLLER, g Z ED © J O~ ~0 Z ~ 0 d ~,- , ti; AVo :, 220.q2 .... ,I 05040,1 i.,., ! , CAD IRRIGATION DETAILS IR1.01