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HomeMy WebLinkAbout5566-2FitTlc t~ AkLC11t Til; WATER METER REF. NO. A VALVE STATION NO., A-7" HEAL? t BUBBLER 1 EMITTER 20.00 ADV` [FB—CP LATERAL LIME & FITTINGS 0.17 PRESSURE REGULATOR ® FILTER 3,d• MIN, RCV PRV DIFFERENTIAL iNSTALt DRI PL INE 6" BEL OW FINIS/ i GRADE IN SHRUB AREAS' CONTROL VALVE 8.44 PRESSURE MAIN LIME 3.94 FLOW SENSOR 0.05 PRESSURE REDUCER 0.80< BACKFLOW O P' EVENTER FL 1V R 11.20< STRAINER ! FILTER 0.15= WATER METER 0.80.: SERVICE LINE 0.42 ELEVATION DIFFERENCE 3.04 CONTINGENCY — MINIMUM PSI, REO'D. 49.01 (EXISTING PSI.) -69.00 RESIDUAL PSI. 19.99 &29116 100411 iwC aS ALCU TION.." WATER METER REF; NO., A, VALVE STATION NO; A-8 HEAD 1 BUBBI ER I EMITTER 20,00': ADV: [FB—CP LATERAL LINE & FITTINGS' 028:' PRESSURE REGULATOR ® FILER 3,d• MIN, RCV PRV DIFFERENTIAL iNSTALt DRI PL INE 6" BEL OW FINIS/ i GRADE IN SHRUB AREAS' CONTROL VALVE 8.44 PRESSURE MAIN LINE 4.31 FLOW SENSOR 13.05 PRESSURE REDUCER aw BACKFLOW PREVENTER_' 11:20: STRAINER ! FILTER 0.15 WATER METER 0.80 SERVICE LINE' 0,42 ELEVATION DIFFERENCE: 2.17 CONTINGENCY — MINIMUM PSI. REQ'D_ 48.4`13: (EXISTING PSI;) _69,00 i RESIDUAL PSI. 20.37 8,12916 0 '1 1 UU 1710 \ / TILL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I _..._ _. J REVISION DESCRIPTION 2ND CITY SUBMITTAL 3RD CITY SUBMITTAL DATE ENGR. I CITY DATE 0.28.1 .13.17 e IRRIGATION LEGEND UNDERGROUND TREE BUBBLERS DRIP IRRIGATION 0 RAIN BiRi1 XFSP_09-18 Pt1RF1_E XFS SUB -SURFACE PRESSt1i E CDPiP: DRIPLINE &" 11.4;:: 13.941 GPH_: ,02 100' 10 - 64 1 _ _ _ 1 _ _ H-1 H-1 , _ 1. ® H-15 [FB—CP (FACTORY PRE -ASSEMBLED); INSTALL ROitciS AT 1 S' O.0, THROUIGHOUTSHRUB AREAS: WLT-S ® H, 40 PVC BALL VALVE (SLIP) 3,d• GATE VALVE (THREADED) iNSTALt DRI PL INE 6" BEL OW FINIS/ i GRADE IN SHRUB AREAS' RAIN BIRD- slip RAIN BIRD: 74FD TFA 075: ;DRIPLINE ADAPTER TEE (3344FIPT x DRIPLIhE)>, FOR AREAS _3.5 GPM,, USE 0I`1E PVC FILL RISER (EDGE FEED) H-2 eGGe99 RAIN ORD D-TFA.-075'' DRIPLINE ADAPTER TEE (3A FiPT x DRIPLINE); " FOR AREAS >3.5 GPM.. USE A PVC. OF FILL RISERS . H-12,1-/1:3: (A0_syMb0Q RAIN BIRD ' XQF75 i XQF1€3:'. QF DRIPLINE HEADER (3,'4 11 ): CAN BE USED IN PLACE OF 3,"4* ORI 1" PVC MANIFOLDS OF - 5021- — >I(APMOVED)I SCR 4113 P1t (PURPLE) ',PRESSURE MAIN LINE (RECYCLE) WATER SOURGO.' FILL RISERS 601 5j5016 © HUNTER ! PLD -GAP AP RIPLII�Ex 2 M3PTw CA P7#A1tiaUAL FLUS1-(C ([l _ 1� I P) FOR UNDERGROUND INSTALLATION; SIZES NOTED H-3 _ 0 APPROVED) ' 625YA-BV' 550 ,. CGS -:1: BILA S 1" 1" STAINLESS STEER 22'L-, 24" H.,10- W, (INSIDE DIMENSIONS) H43SE END 4:AI'_ 3,� FHT. F43R FLLiSH VALVE uat' ® H-15 [FB—CP KINGBROS. 1" BRASS, FOP, RECYCLED WATER' WLT-S ® H, 40 PVC BALL VALVE (SLIP) 3,d• GATE VALVE (THREADED) ® RAIN BIRD- slip ARV050 EFB-CF AIR VACUUM RELIEF VALVE (1,2": MIPT) INSTALL IN #M-TFA-075 TEE IN A 6" ROUND VALVE OX H-20 2 O MA1h1 nlnl"v __ C 1 PPB_ M.. i4 Z 041 C nDrillmn, t ; P � _ 0 P7sESH 1 gra FL43,'irC€3NTP�43L 3 -203 G I9 443 F'�. 2 0 " ! , Mn 133411,1 /ATI LAI ItAnInATAO W,:M1 # 4 AM MNU MIDI -)MIC AT TUC P.MITDnl i m vc RAIN BiRD 0 FERC 3' FEBCO ! BPDI I 625YA-BV' 550 ,. CGS -:1: REDUCED PRESSURE Bf CKFLOWPBEVENTER BRONZE Y STRAINER (THREADED) 'COAST GUARDSHACK" WKFLOVV ENCLOSURE 1" 1" STAINLESS STEER 22'L-, 24" H.,10- W, (INSIDE DIMENSIONS) 5007' ® RAIN ORD [FB—CP ELECTRIC MASTER VALVE 1" BRASS, FOP, RECYCLED WATER' 5010, 5013 ® tJBCO ; T-113 GATE VALVE (THREADED) LINE SIZE, 743 3" MAX; 5019: slip RAIN BIRD EFB-CF 43.25 GPPvR. TREE BUBBLER Z431�E CONTROL VALVE IT ECYCLE WATER.5011 1 BRASS.W. FL03�h14s13NTRi�L, FOR R [3s 5f313 2 O RAIN -BIRD: __ C 1 PPB_ M.. i4 Z 041 C ORIF ZONE COP~$TR4�.. VALVE. ><"d! PR FILTER.. t ; P � _ 0 P7sESH 1 gra FL43,'irC€3NTP�43L 3 -203 G I9 443 F'�. 2 0 " ! , 5013 5433$ , 1,262: RAIN BiRD 33 DSP �l PURPLE COVER QUICK-COUFLI�CVALIE �PURPLERUBBER, COVER FOR RECYCLED WATER,a, LOCKING COVER 5021- — >I(APMOVED)I SCR 4113 P1t (PURPLE) ',PRESSURE MAIN LINE (RECYCLE) WATER SOURGO.' SIZES NOTED! 601 5j5016 (APP OVED) CL. 2410 PVC. (PURPLE):: NON -PRESSURE LATERAL LINE (RECYCLEF1 SOURCE) FOR UNDERGROUND INSTALLATION; SIZES NOTED 5015, 5016 -------_ (APPR43VED) GL. 250 PVC: (PURPLE); 2 N43�I PF,ESSURELATER}1i_ LINE (RECYCLE[) SOURCE): FORTREE BUBBLER ZONES, 3,4 UNLESS NOTED OTHERWISE 1 54315, 543 _Ei —,4 .— '4 (APPROVED) SCH. 40 PVO MAIN LIME SLEEVE 4" DIAMETER: 6,013 IV W 1't 1�7 IL ►, 11 DRIPLINE INSTALLATION NOTES 1" >7 1" 1" LIMIT of WORK at PROPERTY LINE WALL 1" 1" I 1. ALL DRIPLINE, FITTINGS, FILTERS, PRESSURE REGULATORS, AIR VACUUM RELIEF VALVES, AND maima A Q FLUSH VALVES SHALL BE FURNISHED BY THE MANUFACTURER LISTED IN THE LEGEND; AND 0 0 0 © 0 0 0 Q SHALL BE INSTALLED AS PER THE LEGEND, THE DETAILS, AND THE MANUFACTURERS F — _ z RECOMMENDATIONS. NO SUBSTITUTIONS WILL BE ACCEPTED. -•� -• -•-- ---' -- `- �- - - _ - �� 2. DRIPLINE SHALL GENERALLY BE LAID OUT AS FOLLOWS: ._•_.�.�,• �„_•_ •_ • •_,_,__ .� .��:, -._;r. �_._, _._._.._._.__.._ -.�. � - � ,- � � � � 1.. • . _ ' , { W A. DRIPLINE IS INSTALLED AROUND THE ENTIRE EDGE OF THE AREA TO BE IRRIGATED. _. _ 1Ya 2 �"' 1Ya 14 2 1 ' 0 0- (1) DISTANCES FROM THE EDGE OF THE IRRIGATED AREA ARE: m Q (a) 24" NEXT TO ASPHALT, CONCRETE PAVING, OR "HARDSCAPE". " 1" (b) 2-4" OUTSIDE OF UNCONTAINED LANDSCAPES. 9 » w _,,..,..,,......._- .,,.......... ..::..:::.:.. „�„�„ �..,.�,. � „ ... � /� ,, ",,,,,,,,,__w,,,_....M....,:»:__....,,...:....,,:_..,:,,:_,...,,.,,.....:,,,,..,»_.�.,..._„M»_�:`;�,,,_,»_...,.._._w,w.,..:»..._...»__,„.,,:,,,,,..�,...._....._,.»., __.,.,w,,.,w-.�-- I”' 2 AT CORNERS, THE DRIPLINE MAY BE CURVED, DOWN TO A MINIMUM RADIUS OF 15 »:---....,::, www w_»., .»,,,,, »».,.....__ ., ,.» - _ _,-, .. _. _ _ - , :,,_ PER THAN THIS, LB ( TE S APPLICABLE) _, A-4 _:__ A-5 A-6 __ A-7 : _ __ - •_ _w - w """ )INCHES. FOR CORNERS SHARPER S ELBOWS OR ESA 11 5 1� 4 »,__ ,» _ 11 _I ..._ », .::: r.::a:; 0 SHALL BE USED. _..... »::......... ............. .ww.,.,, _ . ,,.::::.,::' _: ;:::: ;::;; m µ ;: x. :;:;;r,;.: a;; s::x xr,;:;;: :».::. »..,:...._-..,,,,,. »:,:..». A AND IS _.. .:.:....... ::::: »,-_...._ »,,:... »,»» _ B. TED, A O NE LAID AROUND THE EDGE. == "µ """'"»""""` DRIPLINE IS INSTALLED THROUGHOUT THE ENTIRE AREA TO BE IRRIGATED, CONNECTED WITH TEES TO THE DRIPLINE (1) ON FLAT GROUND (LESS THAN 3%): (a DRI GENERALLYRUN PARALLEL T T LONGEST SIDE OF THE AREA TO ........._., .r .......:.:»:. �».:. ::».....». � I BE IRRIGATED. A DISTANCE NOT TO EXCEED THE IPLINES SHALL BE EVENLY SPACED AT ON -CENTER (O.C.) SPACING INDICATED IN THE LEGEND.. MEDIAN IRRIGATION PLANS per ®�® ► (2)ON SLOPES (3�ia OR STEEPER): I ( I ® I I ® 0 I— (a) DRIPLINE SHALL GENERALLY RUN PARALLEL TO CONTOUR LINES, NOT UP AND DOWN SEPARATE SET PREPARED BY M S l - .::... :: , .., ./lyi: , K.Y cI,9'•/iL,'»w'it%'G:�. . 0 �. D 125/o OF ON -CENTER ACING ON THE R ., .:, ,:._ .��?: � THE SLOPE. .»:,-;...t:. i...c�-y��:::y��Y .n ::.:..:. ..,:::,.:.e .-. �_:--,.,.:;,;sr'''i`l�i�"i[rifr'�•'':�.�:..''G!',`,'� _..—.. —__—_ ,vlaoH,.rG�-i ...,.,:.�-.: ,:-:.:-: (b) DRIPLINES SHALL BE SPACE AT CE SP LOWER W ONE-THIRD OF THE SLOPE. C. THE RESULTING GRID OF DRIPLINE SHALL BE A "CLOSED LOOP" SYSTEM, EXCEPT IN —A W _., _ NARROW AREAS WHICH ARE ONLY WIDE ENOUGH FOR ONE DRIPLINE. 3OOPED DRIPLINE IPOINT SUM MIT n VENU E HALL BE MADE ON THE PERIMETER OF THE LOOP, AND THE CONNECTION SHALL BE LOCATED ..»_.._ � _...,..._„ _.,._,�. �, - ...,,,,.... � �-• � ON THE OPPOSITE SIDE OF THE LOOP FROM THE FLUSH VALVE. _. ,f; ,,,,:::,. -www _ _ _ _ fid: _ ,.,,,:. _, _ - M _,. m.._,,,,, _ ..... ». __ ,,. _,,:,_, . _ _ _, .,_ _... _.. _ _ w_ - .,- w - - ,' - --� --•»' ,,. 4. THE IRRIGATION CONTRACTOR SHALL THOROUGHLY FLUSH ALL LATERALS AND DRIPLINES J PRIOR TO INSTALLATION OF FLUSH VALVES AND AIR VACUUM RELIEF VALVES. I 5. LOCATION OF FLUSH VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. FLUSH VALVES SHALL BE LOCATED AT THE LOWEST POINT IN ELEVATION OPPOSITE THE POINT OF SUPPLY ON LOOPED DRIPLINE SYSTEMS, AND AT THE END OF THE LINE ON SINGULAR RUNS OF DRIPLINE. DATER EFFICIENT LANDSCAPE WORKSHEET f 6. LOCATION OF AIR VACUUM RELIEF VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. AIR Reference Evapotranspiration (ETo) 56.40 ETAF dor. MAWA D.55(Residential) VACUUM RELIEF VALVES SHALL BE LOCATED AT THE HIGHEST POINT IN ELEVATION ON I I C1C)PFn nR SINC=,tlI AR nRIPLINFS- Hydrazone# /Planting: Ciescrip iona' Plant Factor (PF), irrigation Methodt Irrigation: Efficiency ([E)c ETAF (PF/IE) I Landscape Area (a q.. ft.), ETAFxArea Estlmate dTotal ' Water Ust, (ET'VW)a Regular Landscape Areas' IRVINE, CA 92612 Total ETAF:xArea' 4,618 Total Area: 10,64.4 Sitewide ETAF OA3' shrubs A-1, A-2 A-3 & A:7 0.50 slip 0,81 0.62 5,172`: 3,193 111,639 1. shrubs A-5, A-8 A-11 & A-12: 0,20 drip 0.81 13.25 51112 1,262: 44,137 trees A4 & A-10 trees A-6 & A-9: 0.543 0_20' drip ddp= 11.81 0.81' 43.62: 0.25 200. 160 123 40 4,317 11381' Totals 103,644 4,618: 161,474 Special Landscape Areas' .. : <r 't Totals MU Total 161,474 : wximumAllowed Water Allowance (MAWAr 204,7101: eMAWA bk'rigationMethod 117irriga'tionEfflciency °E7'WU(Annual Gallons Required) omrheacl spray 4.7; tprsprayAead 06 x 0162'x FTAFxArea or Arta.,: 17.81 or drip' w here 0.62 is a convemion . factorthatconverts acr-, inches peracre peryearta: gallons persquare foot per year. ETAF Catculativns Regular Landscape Areas` Total ETAF x Area 4,618 Total Area. 10,6441 Average ETAF OA3 :All Landscape Areas. IRVINE, CA 92612 Total ETAF:xArea' 4,618 Total Area: 10,64.4 Sitewide ETAF OA3' SHOULD CONSTRUCTION OF REQUIRED IMpROjIFJ�IENT$ NOT COMMENCE WTHIN PREPARED FOR: TWO YEARS OF THE UATE OF APPROVt4 $TMTHM HOME59 INC SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300 UILICgNT MANNER, THE CITY ENGINEER WY IRVINE, CA 92612 REQUIRE REVISIONS TO THE "$ TO TEL (949) 833-1554 ORINC THEM INTO CONFORMANCk WITH CONOMON$ AND STANDARD$ IN MCT LAN D S C A P E ARCHITECTURE Prepared By: O 507 30th St. Newport Beach, CA 92663 I Q 949.675.9964 ® mjs-la.com i THIS DESIGN IS DIAGRAMMATIC. ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER POSSIBLE. WHENEVER ANY ITEM OF "DISTRIBUTION $ CONTROL EQUIPMENT" IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. • Pressure regulating devices are required if water pressure is below or exceeds the recommended pressure of the specified irrigation devices. • Check valves or anti -drain valves are required on all sprinkler heads where low point drainage could occur. • A diagram of the irrigation plan showing hydro -zones shall be kept with the irrigation controller for subsequent management purposes. • An irrigation audit report shall be completed per Section 28-106 within the City of Fontana Landscape Ordinance #1734 at the time of final inspection. n=7 0 10' 20' 40' SCALE: I " = 20' NORTH CITY OF FONTANA CALIFORNIA SUMMIT AVENUE CFO. PLANS DRAWN BY, BJ SCALE: 1 " = 20' DESIGNED BY: BJ IRRIGATION PLAN DATE: JANUARY 13, 2017 CHECKED BY: MJ APPROVED BY: DATE: 5566 2 CITY ENGINEER R.C.E. 51152 10