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HomeMy WebLinkAbout2291-10DRAWING NO. 2 29 I SHEET NO. /p OF Z p • a _ QUICK COUPLING VALVE < SET FLUSH WITH FINISH $ O GRADE IN LAWN AREA Box TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN u SIDEWALK CURB 3 ABOVE FINISH GRADE • a _ 7 12'x18" PLASTIC BOX AND COVER WITH LOCK TOP ETC. ' IN OTHER AREAS �, REGULATOR _ GENERAL LEGEND CURL TYPE EXPANSION LOOP (MIN .24-) WATERPROOF WIRE CONNECTION r'• FINISH GRADE �P%�• LAWN AREAS REQUIRE DRAPRESSURE WING REDUCE PRESSURE BACKFLOW PREVENTER 12'OR AS NOTED HARDSCAPE �� • I$ .+~ STRAINER 40 RASS NIP LE �4 PLACES G CHRISiYS LD TAG (STANDARD) FINISH GRADE MESH MO EL H SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE TORO NETWORK 8000 IRRIGATION CONTROLLER SECURE TO SOLENOID PIGTAIL r SHRUB AREAS i _ - * +,� Ttt+++ BRASS ELBOW BRASS ELBOW BRASS UNION Z_ P 0. C. POINT OF CONNECTION SPECIFICATION FINISH GRADE 3 4" a / rtt+ t • •' i� T r}+ + +++++ t fJ » t++ 12 ROUND PLASTIC o RELIEF PORT BRASS PIPE BRASS BALL 3 =�- PRESSURE SUPPLY LINES & SIZE 2-1/2" & LGR P.V.C. CLASS 315 SPECIFICATION CONDUIT WITH 115V POWER d +t +++; ' • t++t+ ++�}} BOX & COVER J ++ ++ BRASS BALL VALVESEEBIe�\ 18- VALVE uu �Lu " -- PRESSURE SUPPLY LINES &SIZE 2 & SML SCHEDULE 40 P.V.C. SPECIFICATION CONDUCTORS PER LOCAL do NATIONAL ELECTRICAL CODES 12"MAX. TOP 12- , _ �, i! .• % `y STAINLESS STEEL CLAMP BRASS PIPE LOCK BOX c (J ' 1 - - NON -PRESSURE LINES & SIZE P.V.C. CLASS 200 SPECIFICATION CONDUIT FOR COMMUNICATION SO OID OF VALVE PVC LINE PIPE .'.\ _ I 8 ♦_4 REBAR 18 i SCH 40, SLEEVE UNDER PAVING FOR PRESSURE LINES, NON -PRESSURE AND -CONTROL WIRES CONDUIT FOR GROUND 1 " NON -PRESSURE Jho ts" R f1t✓t_. M+==^ ' - - CONTROLLER SEQUENCE SEE DETAIL NO. 12 CONDUIT FOR VALVES AND SENSOR WIRES 18 MIN LINE FITTING M UNION CONNECTION SIZE 8 LENGTH AS REQ D �� , SCH. 60 PVC NIPPLE .• FOOTING FOUNDATION / r _ 84 I $1 GALLONS PER MINUTE FINISHED SURFACE SLOPE To DRAIN - -•`• _.:. PEA GRAVEL (MIN .FT.) 3 Y. ° PEA GRAVEL PRESSURE OHC. STABIL, ER PRESSURE TRUST BLOCKS FRONT SUPPLY LINE �.0 REMOTE CONTROL VALVE SIZE CONCRETE FOOTING D PVC UNE PIPE PVC SCH. 40 MALE ADAPTOR (TYP. 2 PLACES) ',;}(Jb o, Lii a c,F• � �INTE)UNE p Z T-71 - ® AUTOMATIC CONTROLLER TORO 8000 SERIES (SS) DETAIL NO. 1 111411:1 �'*: a '• 6" MIN. PVC ELBOW PVC UNE PIPE �t,p �c ELBOW ��: �; SIZE PGR REMOTE CONTROL VALVES TORO 220 - 2-7-06 DETAIL N0.2 SEE SPECS PVC SUPPLY UNE FITTINGS SXSXS COMMON WIRE ( ) '~'P�'' �• �._q.' " ��,S STREET ELBOW • • PLAN 0 QUICK COUPLING VALVES Togo 474-00 1 DETAIL NO.3 RP BACKFLOW PREVENTION ASSEMBLY FEBCO 825Y DETAIL NO.4 GATE VALVES --LINE SIZE NIBCO T136 DETAIL NO.9 SEE SPECS. CONTROL WIRE � PVC SUPPLY 13SASS. NIPPLE LINE j' SIZE 8 LENGTH AS REQ'D FITTING ACKFLOW ENCLOSURE 3/4" GRAVEL SEE NOTE BELOW BRASS ELBOW B" -BRASS .., .,..'• ;r BRASS UNION . �(EC, - - 6- - 6" 6 nM6 Ii BRASS BALL' VALVE® WATER METER SPECIFICATION MIN INMIN1 MIN NOTES: '-'-" DOMESTIC PIPING SCHEDULE 40 BRASS DO S C SPECIFICATION FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 Fi. APART. / PVC SUPPLY LINE #4 REBAR Li2 PLAN S '�S O # 3. USE TEFLON TAPE °N ALL THREADED FITTINGS. ;% 12 t %a PRESSURE REGULATOR WATTS U5B HP/SC/GG DETAIL NO. 4 4. ONE VALVE PER VALE BOX �i PEDESTAL -MOUNT CONTROLLER CONCRETE THRUST BLOCKS DETAIL NO.8 -�D MA�TEr� W -folio--220 TORO NETWORK U 0 0 (� /� 3 C SCH. 40 PVC STREET ELBOW R M �CKFLOW ENCLOSU E,LE EUR END CoNTRoI-- VALVE-: -27- 08_ t�eTAI� No.6 NOTE. FLOW SOR OR EQUAL 24-xso-x3s' HIGH STRAINERS (GENERAL) WATTS 777 40 MESH - DETAIL N0:'4 SCALE: NOT TO SCALE HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J BOLTS W °O r -Low S F -N So (2 DATA I NDU5-TI2IA L I R S ERI ES OE -TA I L NO. G J NOTE: USE PERMATEX * 15 I -I/2" PVC PIPE STAKE (EQUIPMENT TO BE CENTERED INSIDE HOUSING ) 2 (� RA►$S �rccoasowo THREADEO (SCH.40) V 00 Iii Tlf �I0G f3uCKET RAIW 6AUG-F- y DETAIL NG• I3' FITTING � 36"OR AS SITE REQUIRES GENERAL GENERAL NOTES - a ~ 1 CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION Q '- '� CA d = PRIOR TO POURING FOOTING/FOUNDATION `./ > WIRE NOTES AT ALL CHANGES OF DIRECTIONS 2. CONTRACTOR SHALL USE 520-C-2500 CONCRETE. ♦, U GREATER THAN 45°, AN EXPANSION LOOP OF I8'� MIN. SHALL BE PRO- Z b 0 VIDED. a r- [TYP• AUTOMATIC CONTROLLER ASSEMBLY; 2 [TYP. REMOTE CONTROL VALVE ASSEMBLY' 3 [TYP•_QUICK COUPLING VALVE `TYP. BACKFLOW PREVENTION ASSEMBLY; 4 V .^., C -� r -ASSEMBLY + .�00 w M , Q dl a •.x FINISHED I SIDEWALK, CURB, GRADE 6" MIN FROM HARDSCAPES SPRINKLER HEAD LEGEND. ETC. - = SPRINKLER NOZZLE v- ••• -� 6== NON PRESSURE LATERAL LINE LATERAL LINE r r ,o� 1 \ SYMBOL ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE °0 -C, N . \ O 900 8' 5 5° FLAT SHRUB HEAD 30 0.25 TORO 5707-12P-C-oM PCD.25 DETAIL NO. OP -UP BODY ` (INSTALL I/2 ABOVE OF 14 WHITE WIRES PRESSURE SUPPLY LINE W ► • '' - `+ 1800 8' S 5° FLAT SHRUB HEAD 30 0.50 TORO 5702--12P-CDM PCD.50 DETAIL NO. ,G FINISH GRADE) I (COMMON) BLUE CONTROLL WIRES CLEAN BACKFILL .. ", • • i 0 90° 10' 15 LOW ANGLE SHRUB HEAD 30 0.50 TORO 5702 -12P -COM PCD.50 DETAIL NO. $ `... 1 .• O V 1800 10' 15 LOW ANGLE SHRUB HEAD 30 1.00 TORO 5707--12P-COM PCD1.0 DETAIL NO. 5 V 360° 10' 15 LOW ANGLE SHRUB HEAD 30 2.00 TORO 5'709- IIP -COM PCD2.0 DETAIL NO. I FINISH GRADE WATERPROOF ALL WIRE CONNECTIONS AS PER STD. L_ i .? 90° 60 25 ROTOR HD 50 14.39 TORO 4,40-02-43 43 DETAIL NO. 10 I 1ol / I rl M > c 180° 60 25 ROTOR HD 50 14.50 TORO 640- 02; -43 43 DETAIL NO. 10 PVC SCH. 80 NIPPLE c SIZE AS REQUIRED RED BLACK MASTER CONTROL 6"MIN �+ V - 3600 60 25 ROTORHD 50 14.50 TORO (,•0-02-43 43 DETAIL NO. 10 _ a PVC 40 - - VALVE FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE .,�'� {'� __�:: n �1 N �� TYP. ` v SCH. STREET ELBOW REBAR m 900 10' 5 LOW ANGLE LAWN HEAD 30 0.50 TORO 5709 -41&P -COM PCD.50 DETAIL NO. $ FLOW SENSOR INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK c DIAMETER SAME SIZE SCREENED 2" MINUS. 111 C - n 1800 10' 15 LOW ANGLE LAWN HEAD 30 1.00 TORO 570i -6P -COM PCD1.00 DETAIL NO.5 PVC SCH.40 ELBOW AS FLOW METER SIZE ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% I • N 00 0 3600 10' 15 LOW ANGLE LAWN HEAD 30 2.00 TORO 6707 -•6P -COM PCD2.00 DETAIL NO.5 12" PVC SCH. 80 NIPPLE ( SIZE AS INSTALL ALL PVC PIPE WITH LABEL UP. �� w •',' O m 90° 15' 30 STANDARD LAWN HEAD 30 1.00 TORO 57e- 6P -COM pCD1.00 DETAIL NO. S PVC TEE REQUIRED) IN FINAL POSITION RISER SHALL BE ATA SNAKE ALL: PIPE IN TRENCH. ° ® 180 15' 30 STANDARD LAWN HEAD 30 2.00 TORO 57o�"6P- CAM PCD2.00 DETAIL NO. S ELBOSxSxW OR 45, ANGLE ELBOW MINIMUM DI TANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE - ' •_•• •' t N •_' ' - 360° 15' 30 STANDARD LAWN HEAD 30 4.00 TORO 5707--6P-e0M PCD4.00 DETAIL NO.5 SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. _ ' TYP. CONCRETE y®� V 90 3qI 2S MED. ROTOR HEAD 60 3.72 Togo V-1550-4 p MM MTAIL alb• 10 _ I MINIMUM DISTANCE UPSTREAM 1 OX DIAMETER OF FLOW - " THRUST BLOCKS TYP. CONCRETE TO REST V, �xC , PVC SCH. 40 STREET ELBOW METER SIZE PRESSURE MAIN 2 AND LARGER SHALL BE P.V.C. CLASS 315 AGAINST UNDISTURBED - l�J 180 4{4 25 MF -D. -P, TOR HEAD 60 5.63 -t•ORo V-I5SO-4 Y MM DETAIL W6. 10 SMALLER THAN 2" SHALL BE. P.V.C. SCHEDULE 40. SOIL. • 360 52' 25 MED. Ro-roP, HEAD Go 10.34 TORO V-1550-4 - F. MM - _ DEA l0 O DETAIL Na, -�CONTRACTOR- SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN ` MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. (,.i_J LL • LATERAL LINE( SIZE AS NOTED ON DRAWING) CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A NOTE= THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE w, TIO v Q NOTE : USE PERMATEX # 15 ON ALL THREADED FITTINGS - DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. z LW NOTE � -- _ ' ALL PRESSURE SUPPLY PIPING 3 OR LARGER SHALL BE THRUST BLOCKED - AT EACH DIRECTIONAL TURN. P- s I,- AD>D Pf•Z)4 SERI�SFE/ATLIFL TO ALL 570 SPR-I►JKLER HEADS . U- ;TYP. THRUST BLOCK DETAIL_ 5 [TYP. SPRINKLER -HEAD ASSEMBLY FLOW MF--rEP- � MASTEtC VAL\/E TYP. GENERAL DITCHING DETAIL, Y - J_ 4 CITY OF FONTANA _ ZROUND W IRRIGATION CONTROLLER STANDARD PLASTIC BOX a (COVER MARKED: _ p4- DIAMETER STEEL POST CAP SECURE TO PIPE. - COVER IRRIGATION GATE ) - FINISH GRADE FOR COMMUNITY FACILITIES DISTRICTS ; ' HARDSCAPING v1 Z 20. TIPPING BUCKET BRACKET - •' C FD S ( ) , �`�� AGGREGA 1E BASE _ o W O 3. 1/2- DIA. FLEXIBLE ALL WEATHER O ELECTRICAL CONDUIT, CONNECT BOX.BUCKET � FINISH GRADE �� a��r^� �, 'Pi,F bF• LAWN AREAS RUBBER COVER 1. Toro Network 8000 Model 132-86-08, 32 station field # �. , �. , ,. CLAN e�l�l(FlLL SEE SPECS. .,, • V F MA AL w 40 TIBOX PPING°RAIN GAUGE INSTALL 4 PER MANUFACTURERS RECOMMENDATIONS. �r satellite controller. , ,� COMPACTION REQl11RE0 C7 04- DIA GALVANIZED STEEL PIPE POST. GEARED ROTOR II I I �I 12 6 WEATHER PROOF ELECTRICAL -J-BOX 0 FINISH GRADE SHRUB AREAS v" SCH.80 PVC RISER - SAME SIZEg 2. Mount in Toro Network 8000 Large Stainless Steel Pedestal __ __ II 2 DRILL 1- Du HOLE THROUGH PIPE g AND MOUNT BOX TO PIPE. :: AS _SPRINKLER HEAD INLET. 14"W x 41"H x 11-1/2"D NON -PR RE LATERAL O L O7 FOOTING AWAY " - „; •' NUT 3/4 ELLS SCH 80 'Pigtail' A. AL x FkSYPTIREOF 2"OPERATING 3. Provide Rainmaster 32 PC for remote controll N ON- • t ' 3 ® FINISH SURFACE 2 - - PLASTIC PIPE EXTENTION SCH 80 PVC TRIPLE SWING JOINT ASSEMBLY. operation. -.� `�� SANG , c =.,. r,. n 0 9 NATURAL COMPACTED SOIL O ^ a�' ` LENGTH AS REQUIRED SAME SIZE AS SPRINKLER HEAD INLET. WRE �p Fil w LU s Do 1- DIA ELECTRICAL PVC RIDGED CONDUIT (MIN. 6" I.D.) a 3 3/4 ELL SCH.80 4. Provide Cambell Scientific Inc,TE525 tipping bucket (Heavy Duty Model) NSL�VE, 2 .sSodm '^� _ __ ADJAI�TIT To ESSu �r C7 V-4' MAX --I FROM PIPE TO CONTROLLER. DmA" PVC SUPPLY LINE _ _ SUPPLY LINE 5C(ill•�� O7 PROPOSED CONTROLLER ENCLOSURE i 11 STAINLESS STEEL HOSE CLAMPS (2)EACH PVC TEE 5. Provide Sensor Input Board (SIB) Model #995-63 to s" TrniCA� E RE P HIRE 18- OTEO ACID WASH STEEL PIPE POST, STEEL POST G ATE VALVE interface with flow meter and rain shut off device.D►ANER' SUPPLY LINE ('-5��•*) !'�-' r 12 MAX ' CAP AND ELECTRICAL J BOX THOROUGHLY. 7 . 1 g PAINT WITH 1 COAT RUSTOLEUM PRIMER AND 2 COATS OF FOREST GREEN EXTERIOR HIGH GLOSS PAINT. SEE SPEC l�./ /,,, ��� VALVE END SHALL CORRES- PVC SCH 40 LATERAL LINE 6. Provide Radio Link Kit #89-7611 to communicate with NOTES ALL SLEEVES TO BE SCN 40 PVC. -." Q 111=111=1 :'` 1=111- =11H11= =III=11� •• : , .o :• ,. ,4 POND TO PIPING BEING USED I�HUB, FLANGED, ADAPTOR) Central command. All radio equipment shall be compatible with VHF. EXTEND ALL SLEEVES 24' BEYOND EDGE OF HAROSCAPING AT BOTH ENOS. "t ` .- Z - ,'•' - U I ~I I x •' =I I %I 124»III=III=I =I I �� • , , '-' : • `� COMPACT TRENCHE; IN AREAS TO BE PLANTED �- • 4' �•: -I I -I I -I =III= =111= , ° • • • '' Ve '. 7. Provide BY THOUROUGHLY JETTWNG BACKFlLL WITH WATER 'TTI LEVEL GRADE ` Q ,:: -I �I I I=I I1 T STI •• . =�` NOTE: ALL ground rod and surge protection for each satellite controller.' Y °3'3 .. GRAVEL SUMP HEADS TO BE SET PLUMB AND UNIFORM • I�I .:c':. < �. ,o '€�; Q0.: • •. • ..,� (MIN. 3 CLL Ft) THRU-OUT PROJECT _ + - THRUST BLOCK WITH Contact: Curtis Newman REBAR STRIPS California Turf NOTE: IF VALVE OCCUR IN PAVED AREA BOX 619 520-6181 - SHALL CONCRETE WITH CAST-IRON CaVER , _ r 619 793-3999 Pager) ' 800 774-8873 Main Office) - p W O I " z �IrPiNU 13:1GICET ^- I 9TYP. GATE VALVE ASSEMBLY' GEAR-DRIVEN ROTOR HEAD ASSEMBLY 10) _ I ! COtit'fROLLEfZ NOTES TYPICAL I� -SLEEVING _ASSEMBLY;: DRAWING NO. 2 29 I SHEET NO. /p OF Z p