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HomeMy WebLinkAbout4229-15J ANCHOR ROD k �II�II - � I �1 ELEVATION I (illi I - 011111�Iinll�ll LID, =� INA ANCHOR ROD (TYP. I-ll�l NIII�IIIII 11111=1111 IUl II �I II lulu u -lip I _ ELEVATION ICAP ------ N OTES: 1. ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS UNLESS OTHERWISE NOTED OR DETAILED. 2. THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS SHALL BE 420-C-2000 CONCRETE. 3. ALL ANCHOR RODS SHALL BE GALVANIZED STEEL, MIN. 1/2 INCH DIAMETER, WRAPPED AROUND PIPE. 4. SIZE OF THRUST BLOCKS SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. llll 5. THRUST BLOCKS SHALL BE USED FOR PLASTIC PIPES WITH 2-1/2' DIAMETER OR LARGER. 6. FLOW DIRECTIONS INDICATED BY 11i11� 7. ALL VIEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN. 8. THRUST BLOCKS FOR 4' do 6' PIPE SHALL PROVIDE 6 SO. FT. OF CONTACT AREA. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE w/ VALVE # ETCHED IN LID 12 X18 PLASTIC BOX AND COVER WITH LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24") WATERPROOF WIRE CONNECTION 12"OR CHRISTY'S LD TAG (STANDARD) AS NOTED HARDSCAPE SECURE TO SOLENOID PIGTAIL FINISH GRADE f-3/4" a .... � 1-+ I � _iT -17 -�-I 11=�1II(-�I 1=11 I= 12"MAX. TOP �SOLENOID 12" 12" i I - i OF VALVE .T� :III -11(- -0. PIPE 18" MIN IIII NON -PRESSURE LINE FITTING -UNION CONNECTION ... PEA GRAVEL s d b b (MIN.3 CU. FT.) PVC LINE PIPE VC SCH. 40 MALE ADAPTOR -- PVC ELBOW (TYP. 2 PLACES) ill IIII PVC LINE PIPE COMMON WIRE rn VC SUPPLY LINE FITTINGS(SXSXS) CONTROL WIRE NOTES: 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 FT. APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4. ONE VALVE PER VALVE BOX PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN REDUCE PRESSURE ON SITE DRAWING BACKFLOW PREVENTER STRAINER #40 BRASS NIPPLE MESH MODEL (4 PLACES) BRASS ELB❑ BRASS ELBOW BRASS UNION RELIEF PORT BRASS PIPE BRASS BALL BRASS BALL VALVE LOOSE KEYS 18, VALVE OSE BIB BRASS PIPE LOCK BOX 8' #4 REBAR 18' k:"'z.t l I - :.'t .'- - _tib !r;.i 4'�,'�'S'�-�i ., f i •' r.. . FOOTING/FOUNDATI❑N SUPPLYRLINE (TRUST BLOCK) STABILIZE F R O N T SUPPLYRLINE (INTAKE) (DISCHARGE) BACKFLOW ENCLOSURE 3/4' GRAVEL (SEE NOTE BELOW) - BRASS ELBOW ,.. ..� BRASS UNION o -' - BRASS BALL Y~ VALVE 12' PLAN 1❑, #4 REBAR NOTES: 1, BACKFLOW ENCLOSURE, LE MEUR OR EQUAL 24'X60'X36' HIGH HINGED AT ONE END SECURE TO 6'X8' FOOTING W/4' J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) - POWDER -COATED FOREST GREEN COLOR, END 2. CONTRACTOR SHALL FORM ENCLOSURE BASE AND REQUEST INSPECTION PRIOR TO POURING FOOTING FOUNDATION, 3. CONTRACTOR SHALL USE 520-C-2500 CONCRETE, SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION MNFTR. MODEL NOZZLE ARC P.S.I. G.P.M. RADIUS SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 5 SERIES MPR 90 Q 30 .10 5 FT. ♦ SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 5 SERIES MPR 180 H 30 .20 5 FT. O SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 8 SERIES MPR 90 Q 30 ,25 8 FT. V SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 8 SERIES MPR 180 H 30 .50 8 FT. SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 10 SERIES MPR 90 Q 30 .40 10 FT. V SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 10 SERIES MPR 180 H 30 .71 10 FT. 0 SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 10 SERIES MPR 360 F 30 1.50 10 Fr. '7 SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 12 SERIES MPR 90 Q 30 .50 12 FT. SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 12 SERIES MPR 180 H 30 1.09 12 Ff. SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 15 SERIES MPR 90 Q 30 .85 15 FT. SHRUB POP-UP SPRAY RAINBIRD 1812 -SAM -PRS 15 SERIES MPR 180 H 30 1.65 15 FT. GENERAL IRRIGATION LEGEND M❑ NEW 2" WATER METERS POINT OF CONNECTION; VERIFY EXACT LOCATIONS IN FIELD. ® 2" SUPERIOR MASTER VALVES; 3100 SERIES, BRASS, NORMALLY OPEN. INSTALL WITH 1-1/2" FLOW SENSOR; DATA INDUSTRIAL IR SERIES, BRASS. SUPERIOR REMOTE CONTROL VALVE; 950 DW SERIES BRASS; SIZE AS NOTED ON PLAN. ►t NIBCO T-136 SERIES GATE VALVE.LINE SIZE. RAINBIRD 33DRC 19mm (OR 3/4") QUICK -COUPLING VALVE WITH LOCKING COVER. ® FEBCO 825YA 2" REDUCED PRESSURE BACKFLOW PREVENTERS. INSTAL- PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE. INSTALL WITH VAN DAL- RESISTANT STEEL ENCLOSURE BY LEMEUR OR EQUAL. ---�-�- �SCHEDULE 40 PVC MAINLINE; SIZE AS NOTED ON PLAN; BURY 18" MINIMUM BELOW F.G. 6,. CLASS 200 PVC LATERAL LINE; SIZE AS NOTED ON PLAN; BURY MINIMUM 12" BELOW FINISH GRADE. SCHEDULE 40 PVC SLEEVING; SIZE AS NOTED ON PLAN; EXTEND 12 BEYOND EDGE OF PAVING. FA -1 TORO SENTINEL SATELLITE CONTROLLER - 12, 24 or 36 STATIONS AS NOTED ON PLANS SSA -K-(12, 24 or 36)-PS1-6-N-5-4 VERIFY EXACT LOCATION WITH AGENCY'S REPRESENTATIVE. CONTROLLER TO BE INSIDE STEEL ENCLOSURE BY V.I.T. STRONG BOX. STATION # VALVE SIZE GALLONS PER MINUTE NOTE: DRAWN LOCATIONS OF IRRIGATION EQUIPMENT ON PLANS ARE DIAGRAMMATIC FROM ACTUAL LOCATIONS FOR CLARITY PURPOSES. THRUST BLOCKS K G ) REMOTE CONTROL VALVE [D 1 BACKFLOW PREVENTER [A ) IRRIGATION LEGENDS NOTE: 1. LOCATE QUICK COUPLER VALVES NO FURTHER THAN 12" FROM ALL FINISHED SURFACE EDGES. 2. USE TEFLON TAPE ON ALL MALE PIPE THREADS. FINISH GRADE CHAMFER EDGE _ 2t ! _ QUICK COUPLING VALVE 10" ROUND CONCRETE VALVE BOX � ' • W/ CAST IRON HINGED LOCK LID THREADED BRASS RISER SAME SIZE AS VALVE I ' : . �� MARKED "QC". •. ,� PEA GRAVEL INSIDE VALVE BOX & 4 STAINLESS STEEL ' THICK BELOW MESH. BAND CLAMPS . DOUBLE SWING JOINT W/ THREADED SCH. 80 NIPFPLES BRASS ELBOWS & ST. ELLS 24 -- .. PVC TEE SCH. 80 BRICK CONTINUOUS ;. a ! PVC ELL SCH. 80 24" MIN. NO. 4 REBAR STAKE ! BRASS NIPPLE 6" LONG MIN. 1/2" GALV. W.W. MESH 18/19 GAUGE. PVC MAIN LINE SCH 80 WRAP 6" UP OUTSIDE OF VALVE BOX. QUICK COUPLER VALVE [ H NOTE: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES WITH LABELS UP. 2. BUNDLE & TAPE WIRING © 10' INTERVALS. TAPE TO SIDE OF PIPE. 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS OF PIPE WHERE PIPE RUNS UNDER PAVEMENT OR ROADWAYS, DEPTH DIMENSION SHALL BE TAKEN FROM BOTTOM OF SUB -BASE. 5. PIPES SHALL HAVE A MIN. 6" HORIZONTAL CLEARANCE BETWEEN THEM. 6. THE CONTRACTOR SHALL PROVIDE PIPE SLEEVES OR CONDUIT WHEN RUNNING UNDER ASPHALT OR CONCRETE 24" MIN. 7. FINE GRANULAR MATERIAL SHALL BE PLACED ON ALL LINES, NO LARGER THAN 1/ 1 2 It IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILLED WITH MATERIAL SCREENED 2" MINUS. FINISH GRADEOFESS1O�, 6 P S sow Exp. 12-31- t� L°IVI%- LATERAL LINE GRANULAR BACKFILL MAINLINE TORO NETWORK 8000 IRRIGATION CONTROLLER INSIDE STRONG BOX ENCLOSU ESB-24SS 0 CONDUIT WITH 115V POWER CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES CONDUIT FOR COMMUNICATION CONDUIT FOR GROUND CONDUIT FOR VALVES oo AND SENSOR WIRES FINISHED SURFACE rer SLOPE TO DRAIN 2" 8" MIN. SEE SPECS. - • ' CONCRETE FOOTING/SLAB TO RECEIVE CABINET/ ENCLOSURE WITH #4 SEE SPECS. REBARS HORIZONTALS AT 12" O.C. LMIN MINMIN MIN FRONT RIGHT -SIDE SECTION /ELEVATION SECTION /ELEVATION NOTES: 1. ALL POWER WIRES, GROUND WIRES, ETC. SHALL BE SEPARATELY SLEEVED AND SWEPT THROUGH ENCLOSED PAD WITH SCH. 40 RIGID CONDUIT. ALL SLEEVING SHALL BE A MINIMUM OF 18" BELOW FINISH GRADE. 2. PROVIDE A 5/8"X10' DRIVEN GROUND ROD (1990 NEC ART 250-81)IN A 8" DIA. X 12" WELL (BOTTOMLESS) AND FILLED WITH PEA GRAVEL. TORO CONTROLLER FINISH GRADE INSTALL HEAD 3/4" ABOVE FINISH GRADE TYP. IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS. 12" POP-UP SPRAY HEAD. REFER TO LEGEND FOR NOZZLE. INSTALL PLUMB 00 AND UNIFORM THRU-OUT. PVC ELLS SCH. 80 SCH.80 PVC RISER - SAME SIZE AS PVC SCH 40 LATERAL LINE SPRINKLER HEAD INLET. SCH 80 PVC TRIPLE SWING JOINT ASSEMBLY. NOTE: SAME SIZE AS SPRINKLER HEAD INLET. 1. TILT SPRAY HEAD TO BEST SUIT SITE CONDITION AND PROVIDE PROPER COVERAGE. 2. USE TEFLON TAPE ON ALL MALE PIPE THREADS. 3. INSTALL HEADS PLUMB AND UNIFORM THRU-OUT PROJECT I� HI -POP SHRUB SPRAY SIDE VIEW FRONT VIEW LEGEND: 1 STAINLESS STEEL ENCLOSURE STRONG BOX MODEL SB-24SS/120V 2 8" X 8" METER WINDOW (FACES STREET) 3 METER DOOR 4 CONTROLLER DOOR 5 STEEL FRAME 6 BOLT FRAME TO CONC. SLAB. 7 FINISHED CONC. SLAB SURFACE 8 ELECTRIC METER 9 IRRIGATION CONTROL BOARD NOTES: 1. EXACT LOCATION OF CONTROLLER SHALL BE AGREED UPON BY EDISON, CITY LANDSCAPE INSPECTOR, AND CONTRACTOR PRIOR TO ANY TRENCHING OR WIRE PLACEMENT. 2. PROVIDE 100A METER AND 50A/2P MAIN C/B/ WHERE INDICATED. 3. PROVIDE PANEL BOARD WHERE NECESSARY. 4. CONDUIT AND CONDUCTOR SIZES ARE BASED ON NON-METALLIC CONDUIT AND COPPER CONDUCTORS WITH "THNN/THWN" INSULATION. 5. TERMINATE LINE VOLTAGE SUPPLY AT A "HANDHOLE" PER S.C.E. COMPANY REQUIREMENTS. VERIFY TERMINATION AND EXACT LOCATION WITH S.C.E. CO. PRIOR TO TRENCHING. E ) CONTROLLER ENCLOSURE loll VALVE BOX W/LOCK 8„ FINISH GRADE II III ��� III II III- III •III III III II III II _I BRASS PVC MALE ADAPTOR GATE VALVE 2" x 4." CONC. BLOCK v MAINLINE GATE VALVE 1 CU. FT. PEA GRAVEL TORO SENTINEL CONTROLLER INSTALLED IN AN APROVED STAINLESS STEEL WHITE WIRES EDISON METER BOX ENCLOSURE. (COMMON) BLUE WATERPROOF ALL CONTACT AQUA FLOW WITH THE FOLLOWING NUMBERS FOR THE CITY OF WIRE C❑NNECTI❑NS - FONTANA METER/CONTROLLER. AS PER STD, �i FONTANA PART # FOR A 24 STATION CONTROLLER - RED ESB24-U2-MPEA161 OK -0131 -VRA BLACK MASTER CONTROL VALVE FONTANA PART # FOR A 36 STATION CONTROLLER- ESB36-U2-MPEA1610K-0131-VRA FL❑W SENSOR DIAMETER SAME SIZE FONTANA PART # FOR A 48 STATION CONTROLLER - AS FLOW METER SIZE ESB48-U2-MPEA161 OK -0131 -VRA CONTACTS:MINIMUM DISTANCE DOWNSTREAM 5X DIAMETER OF FLOW METER SIZE AQUA FLO MINIMUM DISTANCE UPSTREAM TOM RADEN 1OX DIAMETER OF FLOW PHONE # (805) 895-8909 METER SIZE FAX # (661) 718-0192 F ) CONTROLLER NOTES CONTROL WIRES�` ,n �� Ff ` r REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT r -A As-gotrrleEcoreo twuwwr,- 4 < I -to .11 �v^'iY1rVvVth/�'i•J`iihiVutiNt r... r . "':. � • ; '•\ !vY'rV`h'vNJVSrf:V4Yf'L CLEAN BACKFILL -- IAL T I BEFORE E Y �� � � ; r. yr -0`J BEFORIL YOU DI TRENCHINGTOLL FP;EE ��V1-r10-27-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE 'S[ -E -'']- COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARR/ED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /�� �p,NDS CgpF� �GP�4T C-13 No. 3848 Of C) * Exp. 1 /3 08 \ OF CA1-� / CITY OF FONTANA MASTER VALVE & FLOW SENSOR APPROVED BY DATE Prepared Under The Supervision Of : ��CITY OF FONTANA, CALIFORNIA JHA CONSULTING, INC. LANDSCAPE IMPROVEMENTS - IRRIGATION DETAILS PLANNING ENTITLEMENTS DRAWN BY: I, A N D S C A P E A R CHIT E C T U RE JHA BASELINE AVENUE SCALE: 420 EXCHANGE , SUITE 100 AS SHOWN IRVINE , CALIFORNIA s 9.2602 DESIGNED BY: S -TA -1 T QST 7+00 DATE: (714)665-4540 . FX (714)379-4440 JHA j SEP. 2007 /6/CHECKED BY(" APPRO DRAWING NO.: 449 JHA Alto 4229 15 M CHAEL T. HARADA R.L.A. N0. 3848 ate". C Y ENGI .C.E. 511 2 DATE: LD -2 16