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HomeMy WebLinkAbout6282-6NOTE: DO FiOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIR!NG p4oeessl�t A ROVER BY: CITY OF FONTANA tR9U s,{TVaF e N.___��\ Na. 51a1 CITY ENGINEER DATE PIPING AND WIRING RIGARDO SANDOVAL REVIEWED BY: 'as -tRr Rest<iE cmL ^ R�q x 4 . i- 8-4G Fv 1 2 AT O LAST REVISION: ON. DATE F T 1 ` GF ratl � STO. PLAN N0. 5016 SHT 1 Of 10' VALVE BOX MARKED W/ 2" READING O.0;-QJICK COJPL-R VALVE ETTFRS . W/ LOCKING BO T LID J/ SEE STD VA7 FOR BOX INSTALLATION DETAILS t ' 2" M N. FROM HARCS:APE MATERIALS FINISH GRADE 1J - i t 5 MN PEA GRAVEL i8 2 x 4 R5','G OR BRICK BRASS STREET EL. 7Y?----- F rLE 0" ON �I. PVC SHC 40 TEl OR ELL ERAL LINE S12E TO BE NCT'c0 ON PLAN 24' MIN_ #4 REBAR, ATTACH W/'12) STAINLESS STEEL BANDS NOTE USE TER N TAPE ON ,ALL THREADED FITTINGS �Q oec' asrcva� OveDBY:. I. CITY OF FONTANA s+ve\gp9 aA'T`r� �% �1�J` 3-15-2022 /' p CITY ENGI EER DATE COUPLER No. 51152 QUICKC UP I RICARDO SANDOVAL x.B5oa5 REVIEWED 8Y:. KS slYj Or .A14 Pq\p STD. PLAN N0. 5021 SHE 1 OF 1 R.,ts i 3-30-2022 KBS FINISHED GRADE 6" MIN FROL' HARDSCAPES c 'I v "TON PRESSURE LATERAL LINE z "TERAL LINE PRESSURE SUPPLY LINE CON"EROLL WIRES RACKFILL 5"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1 /2„ INCH IN Si7E. THIS WILL BE FERMITTED IN THE INITIALBACK ILL MEASURED 6 FRO+,d THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 907 iNSTA L AL PVC PIPE WITH LABEL UP, SNAKE ALL PIPE IN TRENCH BUNDLE AND TAPE ALL CONTrc0L WIRES AT '0' 0 C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CHANGES IN DIRECTION, PRESSURE MAN 3"'AND LARGER SHALL RE P.V.C. CLASS 315 SMALLER THAN 2 SHALL BE F.V.G. SCHEDULE 40. CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCFRw E. CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3: AND LARGER iE5$ aR9 % 1 01 BY: CITY OF FONTANA iQE gaDp sAXpp j/�, c�a 4 � ✓�i No 51152 '"i CITY ENGINEER DATE TRENCHING DETAIL RICARDO SANDOVAL IXP.VAIN +t cNa REVIEWED BY: r,rntn., Rnrn�t I 4 rgTl Of OALSroRpN DATE OF LAST REVISION. t 2a "D STD PLAN NO. 5015 SHT 1 OF 1 ALL L 1919 SOLerlLAveemsxvwx x m o eL luo 9 ROGR s'rAxxLess smesv eaTlrNtoR APPxoven ut ANo aow sstvs�ox AND s sNDraa9T aoa SNsrALLAr1oN rx1L Da FiN SH Gi.=a:e BRAS GA VA.LJE yT, kAL`. ADAPTOF. 2 x 1" R D BLOCK 1 C- . FT. PEA GRAVEL TV CI , 0. FONTANA a 0 p PP OVEG BY YN A 4 F 5 9 i R G i D- S 3 15-2022 E r lA�Y�'c w T ��ENGINEER DATE E 1 N 115 GATE VALVE RICARDO SANDOVAL + xas3n;as REVIEWED BY: KS f aF OA+\f9Ra STD. PLAN N0. 5015 SHT 1 OF 1 Eeri 3-30-2022 KBS STEP SUP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS PUT CRIMP SLEEVE OVER S F P ? t J WIRE' ENDS -CRIMP SLEEVE If APPLY SEALER TO INSIDE f. J _ OF SEALING PLUG '.. FILL BASE SOCKET WITH SEALER J'EP wit PUSH SEALING PLUG INTv3 BASE SOCKET UNTIL IT LOCKS SSTFP 4 PUSH WIRES TO END OF SASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION RAINBIRD SNAP -TITS WIRE CONNECTOR "OR EQUAL„ paaFEssio� . ROVED BY. //e CiTY OF FONTANA ES' Nay^152 m, CITY ENGINEER DATE WIRECONNECTOR RICARDO SANDOVAL * ExP_nnn$ REVIEWED BY: T-.Nanv..N. t.nt Ff'? OF L;F9Rq�a. DATE OF LAST REVISION, 28-°`-' STD. PLAN NO. 4013 SHT 1 OF 1 CLEAN BACK r-'••.LL SATURATE AND COMPACT TO DO% t-ARDSCAPING NATIVE BACKFILL 2" MINUS NON PRESSURE LATERAL ONE W/SLEEVE rvW-—CONTRD PRESSURE SUPPLY LINE W/SLEEVE :. WIRE SLEEVE SAND BACK FILL 2' MIN-' 16„ Mf NvTE3: INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER SPEC. ALL SLEEVES TO BE SCH, 40 PVC AND TO BE ZX THE DIAMETER OF THE LINE TO BE SLEEVED. " INCREASE THIS DISTANCE TO 36' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY INSPECTOR IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL .TAPE ENDS AND PROVIDE A VERTICAL MARK. AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. 9 p aEES$=_ APP OVER BY: f CITY OF FONTANA yE4V'4gRD9 $Aby�y Fq� \ R. e � m do t c�-� g Nt,.51152 CITY ENGINEER DATE SLEEVING DETAIL RICARDO SANDOVAL * EXP. 9"X`V REVIEWED BY: rm>`t�y Rnsa�e+ OF ChttF9Rh` DATE OF LAST REVISION. 1-28-06 STD. PLAN NO. 5018 ;SHT 1 OF 1 -1C0 W(M GEL WATERPROOF / CONNECTORS f fEIE-1. -ROL VALVE wrrN f� t PREssuRE REGULATOR l RNN81R0: ET9 CP-PRS-D f� JJ TO SPRINKLER - ANGLE PIPE TO rwi ISPECIFlED DEPM WITH 45 ELLS f I rCARSON MODEL 1414 1 ` WOLETftAYENDER W LID MODEL It 1 1220-4 'm STNNLESS STEEL g ESCH 40 PVC MALE ADMTOR � BOLT {OR APPROVED EOVAL) AND I ETCHED WTTH CONTROLLER AND 'THREADED SGn aD t VALVE sEouENGE ;PVC UNION I,— NIPPLE I H GRADE I I ' StDEwALx -1G IX PALOOP T2, 2+' LONG)G) I t ECYWATER II III I WING TAG(SEEO) Pm w1II ,2- i BRASS NIPPLE +' 3f4' WASHEB CRUSHED AGGREGATE NOTES: 1, INSTALL CONTROL VALVES A MINIMUM OF 12` FROM ANY STRUCTURES OR HARDSCAPING WHENEVER POSSIBLE, 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCNRES OR RAROSGAPINV 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5, ATTACH PUSTIC IDENRFlCAnON TAG WITH APPROPRATE CONTROLLER AND VMVE NUMBER TO WIRE INSIDE VALVE Box. 6. ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISIYS PURPLE MODEL NO, ID-MAX-P2-R0008) ATTACHED TO VALVES. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. ED pA9EESSIQ APPROVED BYt r CITY OF FONTANA c+ e bra m Yf-sue'+'�• : ' =:rg;`�" . 3-15-22 No. 5ii52 CITY ENGINEER DATE TYP• BRASS REMOTE RICARDO SANDOVAL CONTROL VALVE DETAIL REVIEWED 6Y: KS FfATF aF OAtiF9R�\q DATE OF LAST REVISION: 2-8-22 STO, PLAN NO. 5011 SHT 1 OF 1 /WATER PROOF CONNECTION INSTALL A ICI' ROUND PLASTIC BOX W ITT LOCKING LID SEE STD 504? FOR BOX INSTALLATION \ DETAILS SPUCE BLOCK-, ( :MIN. 24" ABOVE GRADE \ I FINISH GRADE *, I IRR. CONTROL :v,RE � 2" x 4' RHO BLOCK i 1 CU. F', PEA GRAVEL NOTE: REMOTE CONTROL BOX MAY BE USED IN LIEU OF SPLICE 80X. SEE STD 5047 FOR BOX INSTALLATION DETAILS ci�` CITY OF FONTANA 3-15-202? SPLICE BOX DATEASSEMBLY ��/1 REVIEWED BY: KS DSTRIt3b1;ON TUBING r I. AND BUG CAP TO MATCH €, EMIR MODEL AND MFG. f SHRUB MULCH ..-f-FINISH GRADE G4 8) 1� QOTBALL 6 RAIN S-S.TUBiNG STAKE ' - -EMITTER, SEE LEGEND FOR DIED, MODEL AND QTY, SCHEDULE 14 DRIP TUBING SEE LEGEND FOR MFG, MODEL AND SIZE 4ppCEESsrp APP OVE BY: CITY OF FONTANA y`y44C4 4q�9 $.iSOpq`r4a, ' Q � m .I© Y9 'eta No. s115z CITY ENGINE tR DATE DRIP EMITTER RICARDO SANDOVAL E 1130 + REVCA DATE L BY: r - Csx -r4%f 6F tatiF9RRq DATE OF LAST REVISION: i-28-eG STD PLAN N0. 5042 .SHT 1 OF 1 PVC SCH 40 ELL PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 4 SPARE 30-INCH LINEAR LENGTH OF WIRES, COILED. WATER PROOF CONNECTOR: SPEARS DR[ SPLICE DS400 (1 OF 2) CARBON JUMBO VALVE BOX WITH COVER (PURPLE). DRIP TO BE 24X24 JUMBO ID TAG: CARSON VID SERIES TOP OF MULCH FINISH GRADE�� - ELECTRIC CONTROL VALVE WITH i 3' MIN, I PRESSURE REGULATOR i t RAINBIRD: EFB-CP-PRS-D I I *RECLAIMED WATER ID TAG PVC LATERAL t PVC SCH 40 MALE ADAPTER a PVC SCH 80 NIPPLE, CLOSE (1 OF 3) PVC SCH 80 UNION FOR SERVICING ASSEMBLY QUICK CHECK PRESSURE REGULATING BASKET FILETS: SEE LEGEND FOR SPEC. BRASS NIBCO BALL VALVE OR APPROVED EQUAL PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL ` RECLAIMED WATER ID TAG TO BE 3"X4" CHRISTY'S ID TAG (PURPLE) ATTACHED W/ NYLON TIE. LABEL TO READ "RECLAIMED WATER - DO NOT DRINK" IN ENGLISH & SPANISH. NOTE: INSTALL CONTROL VALVES MINIMUM OF 3 FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. �opRWESSI& APPROVgf $>,% CITY OF FONTANA F No. 51152 A CITY ENGINEER DATE AUTOMATIC DRIP VALVE RICARDO SANDOVAL REVIEWED BY: KS Fr9TF OF tptiF9R��q DATE OF LAST REVISION: 2-8-22 STD. PLAN NO. 5035 SHT 1 OF 1 HUNTER LANDSCAPE 711 S. Fee Ana Street SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE O ` (aNDSCAp ���� F1,,g PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPOVEMENTS BENCH MARK: DRAWN By: Irrigation Details S AS NOTED SAN BERNARDINO COUNTY TBM PER FIELD BOOK 4015/848 ELEVATION - 1019.83', DATUM - 1929 Placentia, California 92870 N IG tEFo� DAYS HOW CITY ENGINEER MAY REQUIRE REVISIONS TO THE 4L 1/31/2D23 r oaN P DESIGNED BY: DATE JAN. M. 2023 RAILROAD SPIKE S POWER POLE #71833, B CORNER POPLAR AVE. de SANTA MA AVE. EST. FROM BM 8-38. Ph: 714.986.2400 Fax: 714.986.2408 TTIU DID YOU DID TOLL RIFE 1-l110-m-lAm � ��Alnlr REV. DESCRIPTION DATE ENGR. CiTY DATE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 9r �� F OF CAO 0 Thomas Hays DATE: 11.722 r7777 APPROVED BY: 01116`2023 r ara FOR � � GIA LAM KIM CiTY ENGINEER R.C.E. 62296 DATE °�19NG "0° 6 6262 11