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1111-IRR1.1ZONE SCHEDULE ZONE SIZE GPM AREA ttFE NOTES ® I 100 2JC0 5F. HIGH FLOW ZONE KIT LVGZIOOIS# °~ I 600 15W 5F. HIGH FLOW ZONE KIT LVGZI001S-HF Y Y ' I kN'NN I" 2d1 860 5F. LOW FLOW ZONE KIT µ4E9 i , P pN°,(CN~I pLVGZCO'13-LF vuMNgr~ HaYe~u[ ~urm uitvuv[x~ ' I" 4.00 1,200 5F. LOW FLOW ZONE KIT ~,' ~a4~ uLVCtlo~s-LF aPxH0.m ¢' - - ~ ® I" 5.W 1500 5F. HIGH FLOW ZONE KIT ~ Ia' ~, LVGZIOOIS-HF rrvwo,, o~ o°~o°p°H°U°p °g„11 ~ ® I" q~CO 2~1C05F, HI6NFLOWZONEKIT rrxewrs ~°'6oEP W UP wcu~au PavffsuE LVGZI001S-NF sarc,Rlwnr~ mwc~+usaRe~ rya Mwa Q aaw~irp~ wltff~E. N I bbl 2pW HIGH FLOW ZONE KIT °M+nD1[.nla Iyw1¢awcNw,a,Mlxs' LVGZI001E# uwcr~tt wcMHrvsrN Ievnlwannavuvtm we~w~Tr&~ NWNUwIe Iu,N'wavml'caxva ~ ® I" 12.71 35805F, NI6NFLOWZONEKIT wv LVGZI001S-NF ® p' 1293 3680 `~. HIGH FLOW ZONE KIT LVGZI001S-HF °~ I bbl 2p0o 5F. NIGH FLOW ZONE KIT LVGZI001S-HF II ® I 333 1000 5F. LOW FLOW ZONE KI1 uLVGZIWIS-LF ~vr ~ ® I 2.60 1805F~ LOW FLOW ZONE KIT pLVGZIC0IS-LF ® I" 1333 4,OW 5E HIGH FLOW ZONE KIT LVGZI001S48 I 2833 8500 ~. NIGH FLOW ZONE KIT LVGZI001S-NF G / / I" 2661 8p00 5F. HIGH FLOW ZONE KIT 2 LVGZIOOIS-HF vuvtRaxlNlaprs IM OPEN u°,Tm slEr°er~xucart I p50 LINEAL FEET OF NETAFIM TEGHLINE NBING,18" DRIPPER SPAGIN6,18' O~G- NBE SPAGIN6, DRIPPER FLOW RATE 06 GPH 900 LINEAL FEET OF NETAFIM TEGHLINE IDBIN6,18" DRIPPER SPAGIN6.24" O.G. IDBE SPALIN6, DRIPPER FLOW RATE 06 GPH 430 LINEAL FEET OF NETAFIM TEGHLINE TUBING, 18" DRIPPER SPALIN6, 24" O.G. NBE SPHGING, DRIPPER FLOW RATE O6 6PH 600 LINEAL FEET OF NETAFIM TEGHLINE 1UBING,18" DRIPPER SPALIN6, 24" O.G. NBE SPHGING, DRIPPER FLOW RATE O6 GPH 750 LINEAL FEET OF NETAFIM 1EGNLINE NBING,18" DRIPPER SPADING, 24" O.G. NBE SPALIN6, DRIPPER FLOW RAZE O6 GPN 1,350 LINEAL FEET OF NETAFIM TEGHLINE NBIN6,18" DRIPPER SPALIN6, 24" O.G. NBE SPALIN6, DRIPPER FLOW RATE O6 6PH Ip00 LINEAL FEET OF NETAFIM TEGHLINE NBING, IH' DRIPPER SPAGING~ 24" O.G.IUBE SPALIN6, DRIPPER FLOW RATE O6 GPN I BAO LINEAL FEET OF NETAFIM TEGHLINE NBIN6, 18" DRIPPER SPAGIN6.24" O.G. iDBE SPALIN6, DRIPPER FLOW RATE 06 GPH 1,940 LINEAL FEET OF NETAFIM TEGHLINE NBING,18" DRIPPER SPAGIN6, 24" O.G. NBE SPALIN6, DRPPER FLOW RATE 0.6 6PH Ip00 LINEAL FEET OF NETAFIM TEGHLINE NBING, 18' DRIPPER SPAGING~ 24" O.G.IUBE SPAGIN6, DRIPPER FLOW RATE 06 6PN SCO LINEAL FEET OF NETAFIM TEGHLINE ID61NG,18" DRIPPER SPAGIN6, 24" O.G. NBE SPHGING, DRIPPER FLOW RAZE O6 6PH 390 LINEAL FEET OF NETAFIM TEGHLINE NBING,18" DRIPPER SPAGIN6, 24" O.G. NBE SPAGIN6, DRIPPER FLOW RATE 06 6PH 2p00 LINEAL FEET OF NETAFIM TEGHLINE 1UBING,18" DRIPPER SPAGIN6, 24" O.G. NBE SPAGIN6, DRIPPER FLOW RATE 0.6 6PH 4,250 LINEAL FEET OF NETAFIM TEGHLINE TUBING, l8" DRIPPER SPAGIN6, 24" O.G. NBE SPAGIN6, DRIPPER FLOW RATE O6 GPN 4p00 LINEAL FEET OF NETAFIM TEGHLINE NBIN6,18" DRIPPER SPAGIN6, 24" O.G. NBE SPAGIN6, DRIPPER FLOW RATE 06 6PH ~~ ~ ~~ ~~ ~~ IRRIGATION GENERAL NOTES L GENERAL CONTRACTOR ANO LANDY,AFE CgJTRAGTOR i0 COORDIW+IE: ~~ YNP°w4 YNPOPJGNPA[ wm, nP MIN3'N%M ttV A, FROIELTION OF SITE, INYAUDIN6~. LOCATING ALL EXISTING AND IOW UNDERGROUND UTILItt LINES PRIOR TO ANY CONS1RlG'TION, SAVING AND FROIELTIN6 EXISTING _ PYF~W, nP TREES GESIEJATED TO REMAIN, REPAIRING ANY DAMAGE DONE TO CURBING, SIDEWALKS, FENGB, AND AM' OTHER DAMAGE GN15ED AS A RESLIi OF THIS CANiRAGT. wTtirFVxvs IiW i N61r1 B, INSTALLATION OF IIGV ELELTRILAL SERVILE FROM ELELIRIGAL 5^~RCE i0 AIrtOMATIL GONIRCLLER INLWDIN6 WIRE HOOK{~P INTO MOUNTED LOMROLLER, ~ ~ IRRIGATION LGNTRAGTOR WILL MCIMT GONIRGLLER PER DESIGN AND COORDINATE WI1H GENERAL GOMRALTOR, (FGI'.&Nk wcBN ~ G.INSTALLATION OF IRRIGATIONiSERVICEMETER AND 5NB i0 IRRIGATION POIM OF LOIJI~GTION, FER UTILItt FLAN'S1, WJNNYx 4h°90 Ik'G6 AD~artk QNT p0 °°D~°° ° °0° °1pA0+° °° °rpp0° A0U 0, PROVISION OF STANDARD THREADED 5N&Cl1T WI1N THREADED CAP ON DIG'NARC-E SIDE OF METER, 5N&Cl1T i0 EE INSTALLED APPROXIMATELY IB II~OHCS EELOW N' _ ~ FINISHED GRADE. a m o a dDM db ~_tsANUIE. 9RiftrW E VERIFICATION GF STATIC WATER PRESSURE AT POINT-OF~LONNELTION IPOLJ LON1RAGi0R SHALL NOTIFY LAND~APc ARLNI1ELi OF STATIL FREYIRE AND ADVISE rerosr~Im+N I'Naysw.uu ma[uexvun M~w~HS>ttr ~oawuao IF BCO'i1ER WMP 151~ELE55ARY x°onnn ~ ~R~ ~r~,Bx~rA~ ~TS~N~ ^ ys~ uNllafcoar~ rWwun~ E INSTALLATIGN OF SLEEVING TO EE COORDINATED WI1H GENERAL GOI~RACTOR IRk50.11011fSAD, 2. LONiROLLER 15 TO BE FRWIDEO BY ThB INJD:GAPE CONTRACTOR WHILE THE POV~ER AND TELECOM WIRII~ FOR 1HE CONTROLLER WILL EE PROVIDED 8Y THE GENERAL CONTRACTOR. ~/ DVGA ONNE TION A55EMBL V V I 3.5Y51EM HA5 EEEN DESIGI~D PoR MAX. 11 GFM Ai A P51 AT iNE WRiHESi VALVE. VERIFl ADEpIAIE STATIL FRE>S7RE SETTING Ai 5Y51EM P~ FOR OPTIMAL 3 SYSTEM PERFLRMANCE 4. ALL W7RK F'cR LOCAL LODE AND INSTALLATION PER MANUFALIURERS SPECIFICATIONS. E. SET VALVE EOXES FLU*I WITH FINI'WIED GRADE5IN PLANTING AREAS. 6. PIPES PoR LATERAL LINES GiALL BE SIZED 8Y CONTRACTOR IN DEGREASINS COWh51REAM ORDER (PER RAIN 81RD CF51GiJ STANDARDSI, 1, LINE PP'iITIONING 15 DIAGRAMMATIC ON PW~L ADJ15T INFIELD AS NELE55ARY FOR ADEQUATE COVERAGE. COORDINATE WI1H LANDxAPE PLANS, VALVES SHALL BE POSITIOI~D ADJACEM TO LUR85, IN GIRUB EEDS WhERE POSSIBLE FOR xHEhIATIG GIARIIY, MAIN AND LATERAL LII~ SYMBOLS ON PLANS MAY EE INDICATED Ai PAVEMENT, AND ADJALENi AND PARALLEL i0 PLANTING AREAS, AND OUTSIDE OF LOT LINES, LINES SHDWIJ PoR GLARItt IN THESE AREAS ARE i0 BE PEALED IN ADJACENT PLANTING AREAS, WITHIN THE PRO.GCi SITE. 8. PROVICE OWNER WITH iW7 (2) ~T5 OF AS(RILi DRAWII~h AND OPERATGR'S MAWAL IWON COMPLETION. IN51W1GT OWNER A5 TO PRGPER WINTERIZATION OF IRRIGATION SYSTEM (BLGW glil. A. FAMILIARIZE FAGILItt OPERATOR WITH IRRIGATION SYSTEM WN'TION, CONIRLLLER PROGRAMMING, SY51EM OPERATION AND MAINTENANCE REGUIREMENiS. 10, ALL CONTROL WIRE 5%,IGES'GIALL BE MADE Ai VALVE BOXES. NOTES II, ALL ELECIRIGAL EgIIPMENi SHALL BE U.L. TE51ED AND AFFRGVED, AND BIALL BEAR THE U.L. LAEEL, ~~~ I, wRVEY d 511E PLAN PROVIDED BY PETRA ~ ENGINffRING, BC6 NORTH I Si„ TACOMA 17. FRWIGE MANIAC GLUT-OFF VALVE TO LINES ENTERING RIGHT-OF-WAY WHEN ZOI~D IN COMMON WITH PRIVATE LINES. MINIMIM OF 141NCHE5 @51DE PROFERtt LINE CdlWakirg Dey~BAoreY a ~ WA 88403, (253) T52-1611, IN 6INGN DIAMETER VALVE BOX, [[ [[ [[ ~-~~~-~~~-~JJ Z, ~I 0 D J ~ LhdlfQardLatltlmCala AWAEA CONGILTANi5 OR VIGIAL F 13, GR055 GONNELTION PROTECTION IVYFEGTION REQ11RE0. 1HE BALKFLOW DEVICE SHALL EE TESTED UPON Tlfr ORIGINAL INSTALLATION. A PER`>7N HOLDING A WdfN0.DRWAi ENHANGEMEM, CURRENT LERTIFICAIE AS A BACKROW lES1ER SHALL PERFORM 1NE iCSTING. iNE 1ESi REPORT GiALL BE G9MIITED TO iNE LOCAL WATER DIS1RICi AIND OWNER, fAN1RACTOR G'iALL II~LUGE TESTING IN i4B SCOPE GF I^bRK LWNER 15 RESPOMiIBIE FOR ANNUAL INSFELTILNS AFTER iNE INITIAL INkECTION AFPRWED FOR CON51W1GTIGN 14. LON11L1GTGR SNA.L FRWIDE SYSTEM WINTERIZATIGNISFRING ~RVIGE WHEN INSTALLATIGN HA5 BEEN LOMRETED WITHIN AO DAYS OF NWEMBER I FOR l WINTERIZATION, OR MAY IS FOR SPRING SERVILE SERVICE TO BE PERFORMED A5 NEAP A5 PRALTILAL TO THE A~iVE DATES, OR A5 RtEEZEIPRELIPITATION aana BY. samp e fAND111CN5 DETERMINE SERVICE NEED. /~N~Pp~ py~bd ~ & ~ .O Gltt OF YELM DEVELOPMENT 15. PROVIDE AUTOMATIC RNN SHIT-OFF, µrzcr /~ uw u~ ~ 4%%~~ REVIEW ENGINEER 4 Ib wBSTIMION OF IRRIGATION MATERIALIEGUIFMENi SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF LANC' LAPE ARLHITELT ANDICR OWIJER REPRESENTATIVE ~ i . DAIE~ 11.IRRIGATION LCNTRACTOR iO PRWIDE AONE YEAR WARRANtt AGAINST GEFEGiS IN MATERIALS AND WORKMAMiHIP. ~ sma ~U~ wZm; ~~{Em'. VLE~' I"I~Wz C'~~4 W° y, o ~ W J Q W a1 z O aWAt~ ~~+ oo~~ zS ~Na~a K~~~ ~~~m u OQ~ a 004 wwF Kn~ o~~o ~> F F F c rL OMV 37 Uale Q@:39=P1r Scale ` N% Designed JW/K6 Urann BW Checked JW/K6 9pyreved~~ ,. Project #J~ Sheet E IM1I~LI