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Home My WebLink About4951-4RINISH GRA Y!'. 'VAL.VE BOX {1:..AWN) «� f1*.t:NlISH C:;.RA.DE-. (GAOL; D C0VE-,.z) L.I.N11 SIZ13 BRASS G.AT1 F VAI V13;- WA".'13I? SE1.;.VI.C;I Lx'Nzs L it appl.i ciiT: l ) GATE VALVE IRRIGATION SCHEDULES ESTABLISHMENT PERIOD OF 3 MONTHS: ------------------- HYDROZONE ONE (DRIP) - TREES AND SHRUBS I CUBIC: FOOTPEA GR-AVEL IzILL. N.T.S. 110 Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Irrig. Freq.(days/wk) 2 2 3 3 4 4 4 4 4 2 2 2 Cycles/Day 2 2 2 2 2 2 2 2 2 2 2 2 Min./Cycly 20 20 25 25 25 40 40 40 40 25 25 20 ESTABLISHED PLATING: FOOTING/FOUNDATION 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION ow POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD XQ PRION TO POURING FOOTING/FOUNDATION HYDROZONE ONE (DRIP) - TREES AND SHRUBS NOTE: 3—INCH MIN. COIL ADDITIONAL 9—INCHES OF TUBING IN 3/4 --INCH DEPTH OF WASHED GRAVEL 2. USE 520—C-2500 CONCRETE VALVE BOX TO FACILITATE MAINTENANCE. Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Irrig. Freq.(days/wk) 1 1 2 2 3 4 4 4 3 1 1 1 Cycles/Day 1 1 1 1 1 1 1 1 1 1 1 1 Min./Cycly 20 20 30 30 30 45 45 45 45 30 30 20 NOTE: SCHEDULE IS A GUIDE ONLY. ACTUAL FIELD CONDITIONS MAY REQUIRE MORE OR LESS WATERING TIME AS PLANTS MATURE. CONTRACTOR AND/OR OWNER TO ADJUST AS NEEDED. IRRIGATION SCHEDULE l INIS11 GRADE XBT-20 EMITTFiR w 1/2" P.V.C. SUP TO ...� T11R.BA.D C°OTTE'LlN- CE P.V,C. NIPPLE (1..F,NC ETFT .AS R.E()I.TIIZ.I;I: ) IRRIGA!'FIC i 00000000 0000000000000 000 0O0000000�0� �00 0 0 0 0 90000 0 0 0 0 00'.090,00 00000000 00000000 00000000 00000090 90909090 ogogogog ,0°0°0°0° 9 9 9 00000000 000 00000000 0O0O0O0O 0 0 0 0 00000000 R.00T B A11, TREE DEEP ROOT WATERING PVC* SCH 80 NIPPLE (TYPICI' LENGTH AS REQUIRED) PVC SCH 40 ELL CONTROL ZONE KIT SO -INCH LINEAR LENGTH OF WIRE COILED WATER PROOF CONNECTION: RAIN BIRD SPLICE -1 (1 OF 2) VALVE BOX WITH COVER: RAIN BIRD VB-JMB ID TAG: RAIN BIRD VID SERIES TOP OF MULCH FINISH GRADE CONTROL ZONE KIT: RAIN BIRD XCZ-PRB-100-COM (INCLUDES BALL VALVE, 100 PESB VALVE, AND QKCHK100 PRESSURE REGULATED BASKET FILTEM PVC LATERAL PVC SCI i 40 MALE ADAPTER PVC SCH 80 UNION FOR SERVICING ASSEMBLY PVC SCH 80 NIPPLE, CLOSE PVC MAINLINE 8 -INCH MINIMUM DEPTH OF 8/=1 -INCH WASHED GRAVEL BRICK (1 OF 4) PVC SCH 40 TEE OR ELL N.T.S. 17 1/4—INCH TUBING: POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD XO JGLE—OUTLET EMITTER: IN BIRD XERI--BUG EMITTER XB-20PC 3 1/4—INCH BARB TRANSFER TEE: RAIN BIRD XBF3TEE 2"' MI raf r• r z,� n n nrr r•tt t r%x't {UR 1 E 'AND J'C.+NPIPA i TO 90% 3CAPING NATIVE BACI\'FILL 2' MINUS NON PRESSURE LATERAL LINE WI/SLEEVE PRESSURE SUPPLY LINE W/"SLEEVE CONTROL WIRE; SLEEVE SAND BACK FEI..I.. INSTALL CONTROL WIRE SLEEVE ADJACENT 10 THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL. SLEEVES TO BE SCH. 40 PVC ,AND 1O BE 2X THE DIAMETER OF THE LINE 10 BE SLEEVED. 1NCREASE THIS DISTANCE TO 3589 WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND HARD SCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A I-ATER DATE, CONTRACTOR SHALL TAPE ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. SLEEVING PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN ON SITE DRAWING STRAINER 40 - MESH MO EL BRASS ELBOW BRASS BALL VALVE BRASS PIPE 141 s" 18"-01 N.T.S. 14 SUPPLYRLINE {RUST SBLOCK}ERS FRONT PUPPLYRLI E (INTAKE) DISCHARGE) FACKFLOW ENCLOSURE REDUCE PRESSURE c BACKFLOW PREVENTER BRASS NIPPLE INSQUIPMENT TO IDE HOUSING)BE CENTERED (4 PLACES) PVC SCIS SD BRASS ELBOW o BRASS UNION RELIEF PORI BRASS PIPE LOOSE KEY 18" BRASS BALL VALVE HOSE BIB LOCK BOX 4 REBAR 18' PVC SCH 40 {R:ic �'aw'o7 '�vdot .! W..t�•�i.:rt�� .Ji' FOOTING/FOUNDATION SUPPLYRLINE {RUST SBLOCK}ERS FRONT PUPPLYRLI E (INTAKE) DISCHARGE) FACKFLOW ENCLOSURE SEE NOTE BELOW) BRASS ELBOW BRASS UNION BRASS BALL VALVE 12 PLAN12' #4 REBAR NOTE: BACKFLOW ENCLOSURE, "GUARDSHACK" SIZE To FIT END NGED TONE END SECURE TO FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE. RAIN BIRD MODEL 33DRC VALVE BOX WITH COVER: IO—INCH SIZE WITH 2" LETTERS OV LOCK BOLT BRASS NIPPLE (LENGTH AS REQUIRED) 6 ---INCH MINIMUM DEPTH OF WASHED PEA GRAVEL BRASS STREET ELL BRICK (I OF 2) BRASS NIPPLE (LENGTH AS REQUIRED) BRASS ELL WITH BRASS THREADED NIPPLE PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE BRASS ELL 4 REBAR 24" LONG W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVAJ ENT NOTE: SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK -COUPLING VALVE EMISSIDI` SAME A<. AT GRAD INSIDE VIEW OF XERI—BIRD N.T.S. 11 (7) REMOVABLE PORT PLUGS XBD—SD —INCH VALVE BOX RAIN BIRD VB—GRND MULTI—OUTLET EMISSION DEVICE RAIN BIRD XERI—BIRD XBD-60 FOP OF MULCH W INISH GRADE 1/4—INCH TUBING: 3OLYEI-HYLENE DISTRIBUTION TUBING RAIN BIND XO .---- 1/4—INCH TUBING STAKE: •��Illlllllll�l�Otll-1iQlilll�l:i �V�vailllllllll�• c p as o SEE NOTE BELOW) BRASS ELBOW BRASS UNION BRASS BALL VALVE 12 PLAN12' #4 REBAR NOTE: BACKFLOW ENCLOSURE, "GUARDSHACK" SIZE To FIT END NGED TONE END SECURE TO FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE. RAIN BIRD MODEL 33DRC VALVE BOX WITH COVER: IO—INCH SIZE WITH 2" LETTERS OV LOCK BOLT BRASS NIPPLE (LENGTH AS REQUIRED) 6 ---INCH MINIMUM DEPTH OF WASHED PEA GRAVEL BRASS STREET ELL BRICK (I OF 2) BRASS NIPPLE (LENGTH AS REQUIRED) BRASS ELL WITH BRASS THREADED NIPPLE PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE BRASS ELL 4 REBAR 24" LONG W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVAJ ENT NOTE: SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK -COUPLING VALVE EMISSIDI` SAME A<. AT GRAD INSIDE VIEW OF XERI—BIRD N.T.S. 11 (7) REMOVABLE PORT PLUGS XBD—SD —INCH VALVE BOX RAIN BIRD VB—GRND MULTI—OUTLET EMISSION DEVICE RAIN BIRD XERI—BIRD XBD-60 FOP OF MULCH W INISH GRADE 1/4—INCH TUBING: 3OLYEI-HYLENE DISTRIBUTION TUBING RAIN BIND XO .---- 1/4—INCH TUBING STAKE: 6i'X8" FOOTING W/4" J BOLTS c p as o RAIN BIRD TS -025 INSQUIPMENT TO IDE HOUSING)BE CENTERED O iE PVC SCIS SD CLOSE NIPPLE C.3 Cc PVC LATERAL PIPE GENERAL NOTES LL. Q PVC SCH 40 TEE OR ELL 1/4—INCH TUBING RUN FROM XERI—BIRD 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION ow POLYETHYLENE DISTRIBUTION TUBING RAIN BIRD XQ PRION TO POURING FOOTING/FOUNDATION Cca- NOTE: 3—INCH MIN. COIL ADDITIONAL 9—INCHES OF TUBING IN 3/4 --INCH DEPTH OF WASHED GRAVEL 2. USE 520—C-2500 CONCRETE VALVE BOX TO FACILITATE MAINTENANCE. le� , XERI-BIRD IN VALVE BOX � N.T.S. 11 EMITTER AROUND PLANT ON 1/4" TUBING N.T.S. 8 �1 FIELD SATELLITE CONTROLLER: ESB12-U2-MPEAi 61 OK -C} 1 -VRA DCONCRETE PAD: 6 -INCH MINIMUM THICKNESS �3 FINISH GRADE 4" PLASTIC .T RAf TOTS WIRES TO REMOTE CONTROL VALVES -INCH PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL 0 0 4 FT OR AT .T� N INCH PVC SCM 4.0 CONDUIT. PIPIT., 36t1 MINIMT.J.' 4 FITTINGS AND SWEEP ELL TO 3.14" OI?-kVEL. POWER SUPPLY o °, I r PO ELBOW o�o�o�o 0000000 ,00,00909 0 0 9 '. 0000000 oo0oo0oo0O 9 000000o 9090909 0 0 0 0 90909090 90000 o0o00000o 000909 0990 0900 0000000 9000000 0000000 0 0 00000 O O O O 0�0�0�0 . PEA ORI,1kVEL, p C;U.Ti'-r. M'.' ) N.T.S. 121 AUTOMATIC CONTROLLER N.T.S. 9 BACKFLOW PREVENTER riFiEEcuc'm TIRADE a" MIN FROM HARDSCAPES 6"MIN N.T.*S.'l 5 ON PRESSURE LATERAL LINE 'RESSURE SUPPLY LINE ONTROLL WIRES LEAN BACKFILL 2 MINUS SAND FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 12" INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6D8 FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2S3 MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. BUNDLE AND TAPE ALL CONTROL WIRES AT 108 O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION. PRESSURE MAIN 299 AND LARGED 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 2489 INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. TRENCHING N.T.S. 6 XERI-BIRD MULTI -OUTLET EMISSION DEVICE I N.T.S. 12 PLAN VIEW L=Uj TYP. CONCRETE TO REST AGAINST UNDISTURBED SOIL ELEVATION TYP. corlcRi7E THRUST BLOCKS NOTE. THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUF'ACTURER'S RECOMMENDA110N FOR SIZE OF PIPING REQUIRED. UTILIZED IN ALL (2 1/2- AND LARGER MAINLINE PIPE) 3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK TYP. THRUST BLOCK ASSEMBLY N.T.S. 3 CITY OF F , CALIFORNIA Drawn By: Scale: LKD GRP C.F.D. LANDSCAPP9 IMPROVEMENT PIANS • Designed By: toy° Date - R. J. P. ate:R.J.P. ACT No. 17483 1.1/1'5/201 1 APPROVED: s • ,l . D 9' 4 CITY ENGINEER: RICARDO SANDOVAL LIC. 51152 - � %� R I C H A R D Landscape Architecture 1585 S. 'D' Street; Suite 103 San Bernardino,.CA 92408 phone: (909) 888-5568 fax: (9.09) 384-9854 e-mail: rpa.la@verizon.net www.richardpopeandossocicites.com Richard Pope, Land$cape Architect CA# 2664 Owner/Applicant: S&S Homes 1231 Cactus Avenue #D Rialto, CA 92376 (909) 887-2777 Attn: Saber Awad C cc FL Sheet De5crlption: Irrigation Details Date: November 15, 2011 RPDA Job No.: 11-20 Drawn by: LKD GP ReVl51on5: Sheet: L-4 Of: T i c O O iE O C.3 Cc C0 LL. Q O C_. ow M Cca- 00 � le� , ' � r C3 = 0 n- ll i J L6 J Sheet De5crlption: Irrigation Details Date: November 15, 2011 RPDA Job No.: 11-20 Drawn by: LKD GP ReVl51on5: Sheet: L-4 Of: T