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HomeMy WebLinkAboutP_5185_SJC ~ rn ab z ~ ~ a.: t= 2 :::) :It :;; I I-Ill rt => :c ;{ ;,{_ Q st: I () fl Ill Gf'l"'I" O? C.OSTA MESA ~ 1< 19TH I 5T. I< I~ < L\_~ [ I I "··, ~ ' 0.. '· ' PQ.O.J~CT I LOC.A Tl0t''3 VICINITY MAP NOT TO &GALE ti > _, Ill SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'tr FIR£ HWRANT D METER BOX ----®--VALVE POWER POLE ANCHOR D MONUMENT ==== SU>CK\'I.All 0 TREE 0 0 SHRUBBERY ---· -EXISTING CONSTRUCllON -----PROPC:RTY LINE NEW CONSiRL!C'llO!J -· -t-·-CENTERLINE -E ---POt:ER LINE ~ TEl -ID.E1'HONE LINE -TV -CABLE\IIS!DN LINE .--SP-SPRINKLER SYSTEM :a: S1REET l!GHf GITV or-: c17-=y OF NE\WPORT BEACH !~VIN~ AVENU~ MEDlr~N LANDSCAPE tMPROVEMENTS PHfo\SE T¥/0 DO\/E~ D~o TO HOLIDAY ~OAD C <= 3 !Seel~ DATE _ _.,.,_,_,(i)~~~-------------'44-=/-1-:::.c.+~/4-"'-"'-o~ __ APPROVED: CITY ENG1f'1EER DATE , CITY CF COSTJ:,,,. ~ESA ' "' ··-" .... • ., " I El\1ERGENC'' TELEPHONE NUMBERS AGENCY DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY 1 (800) 624-8153 634-0251 SOUTHERN CALIFORNIA EDISON COMPANY 1 {BOO) 611-1911 895-0221 PACIFIC TELEPHONE COMPANY 611 611 CITY OF NEWPORT BEACH (lJTlLlTIES DEPT,) 644-3011 644-.3717 COUNTY SANITATION DISTRICTS 962·2411 ADELPHIA 1 (800) 626-6299 1 (800) 626-6299 211271 ACACIA Sl'R:!ET \J f{E\'/PO!lT CEI\CH, CA~ I TEL (lli::l) 2:11•17!:S • FA!>: {C<!!l) 201-1076 . ~ IL Li;, 11,J ID) ~ © ffe, [ii) If: §;, [¥l © l}!J ~ if ~ © 1J' l!il lra ~ I I I W>~©~fru®g~ @J ~®®@©,, J UNDERGROUND SERVICE ALERT 1 (BOO) 422·4133 1 (800) 422-4133 .., RANsr::Y)RTf\!<:::)1-J A!'...:D DC:;\/Ei...O;:::r-i.;?~~: 1-",-"/'~AGER DIRT'.::CTOR DATE BY SHEET INDEX: 1 COVEP-SHEET 2 CONSTRUCTION PLAN .3 IRRIGATIOI"'~ PLAN -4-IRRIGATION DETAILS 5 PLANTING PLAN 6 !P-P-!G. it PLANTING si:,ecs. I i I C-3576·1 IRViNE AVE . ~!.:EDlAN l.A!s!DSC.AfiE -FHASE Tii'l:O TITI..£: SHEET DESCRIPTION REVISIONS ?: \-\ t~ ---,. "' , I<, r ::b <I! F-• f' _g ,., I -0 r f ~ ' Cl . ~ I ~ • ..., ~ ..... , I (I'\ ",<: ,' __ ,::· ' ..,. "':, _,_, ___ .-_' . ·,_ '-~---·_ ... • __ • ·,,' • 255' TYPICAL MEDIAN SECT! N --------------~ I I i EX. 11' WIDE l I STORM PAAIN I I I &...--..------------- CITY OF COST,A MESA EX, stoR~I DRAfN-.. • (SEE TYP, SECTION\ • ,,· .I" . , , ' ' . .' . • ,, ,, ,· I ' cn-Y-OF NE\,VPORT BE,D,,CH CITY OF COS,T.t\ t1ESA \ (DOVER Dl'alVE TO HIGiHLAND DP-IVE) \ TY'PICAL.. MEDIAN SECTION {N/0 HIGHLAND c:n:a1ve) ! I ' ' • I I I i ' ' 0 ::,o 40 &O U) \--r ::J \-0 '. j ft. \ti tij I -, \- \9 ::;-e,,, ill --r" 0 z @; NOP-TH SCAl..e: r" 40·-o· . Q Cl ~ 0 -1 0 ::r 0 0 0 CONST!-HJCTION NOTES 4 'NCH _,,.tilCK ST.<\t-l~D (IHP~l'-JTEG) COL:Of<ED CONC.i<~Tl:: (L..l'i. fLHOU"iEUJ 11:.R,;;A COTTA UTHCCHRC,tvit COi.OR H.ARDNER) KUS UTHOCHRO!"'E COLOR WA\ PC~ MA\iUf,ACTURE'S svr.or::cATiO,\S , S~A1-1p PA""E:;N A:'\D COi.CR Sr'Al.L MATCH ~)\;fEQN or MEU.\\J BITV-/Ef,\;' WESTCLiFf D~M: AND C'OVER DRiV2A\iD PRiVA7E ~J. TO iHE SOU1H. PROViDE 3/8 :NC!-< SXPANS:O'J JC!i\TS K15 ff O.C CCNCRSTE. .SktiLL 6E560-C-325S CVERJ.'• ~,AND CASE .3ROO\/E:) SriALL SE ?Af DEEP 4 INUI THiCK BY 18 iNChES-WDE STA"JTG GOLOIS; CONCRETE O\:El< 4" EAND BASE ADJKENT TO B.ACK s::::E OF FXST!N5 CU Rt) (~.M. ~..CHOFiELD TTJ:'2..\ CCT'" A. ~iTHQ.'.:HROM!: COLOR rlARDNER) Pi.US U~H:JCrRJME CDW'< WfX ?E.~ r-'ll\J~LJ.:ACTU?-2'S SP-c::C!f!CAT!O~S. ~8ViD:£3ifi'. 828l:f2!.¼!,':L,J~;~.§~c~~:fr 0.~ CONCRETE ~H/.J..L EE 560-~-3230. PKCVDE 18' E,AQTI-; SH:ELD VA?OK &AR::Zi!:R AT :~~SIDE EDGE. OF STAMPED co;~GR:x::-vEs :;:.;/{l SE 3/ff"!1EEP. ;NST/l,L~ D(iH,~LL' c • T 1r~· 0 '·. ~~ --W-.• ·fl V .\,. EXl~1T:NG !)7iUTY POLE (PROTEC' !N PL.,i\CE). 'bfa-W '.::0T BQR,::\iG P:-1'" r:-2; OTY Si.Af\JDA~D 1~5-L--2 3 PliSH Q--2 SGh e0 PVC ~Vi:., ONE FC-R ir.:1<1G,AT;Q,\J r'CAJ!-.j LiNi:. 2 o~::: i'.DK ,RK<:iAT::J~ CONTRCl \ViR'.:S OP$. PRES,SUKE T2ST-AT150 LBS. ~OK-/4 H:<.S. DROSS Bi:LCW £\!Si:N6 38'.STO:Zt·'. DK-4JN AT HiGHLA\JD DR .. TRk..NS::1CrN DE?TH OF COVER TJ 16' TH:ZD06H ;.EFTEJR:\1 FORl'.CN o~ MSG:AN. "f"i-;(hEN-::DSE Of-S-:",AMPW CD:\JCRSE ADJACEN"'."-;'C EXISTiNG--UT!UTY!S:C:K~ ::n<,.;:\J CONCRETE 2~· 10 4 INCHES 51.10\V f::'JISHED SU~?ACE o-:: C\!SflN5 CCf\-:::RE:E PAD. 1-. -IL m· ~-;,--,•-.. -,---·-,---: • ' ' ' ' I ' • l' ·-·-·'' _, __ , __ .... • ,. ·- IRVIN!E A \If.. C-3576 ~!.EDlAN LA,r-,JDSCAFiE -PHASE n~Jo CONSTRUCTION Pl...AM DATE BY DESCRIPTION APP'D. REVISIONS 1SHEET 2 OF 6 I • I ~ \ 1 t. --M ' "' "- i -. .. .. f- ~ i C. p \ "'11 tr fl ~ e ~ . t V, ..... ~ '{I ~ CiTY OF COSTA MESA SYM/301.. C, V 0 V MANUF'ACT!.11//e i TORO IP-P-IGATION L.EGeND 01':SCF!/PTION 570Z.-1:2P 57cz..:12P 50 S70Z-12P 0.52 !---~u---+--------1--------+-------------.;------,-· --·---+----+-------'-! t:J TQ~C 5702·•12? :2· poi;, U? S?R,,~Y !-<EK) 8H-·MPR 8 .50 :iPL.0 ·-·~---------1----+-~------< 'ti n:)f<O s::02-12~ ·12· :::oc;p ur:-~, s;-'.'-2,..c,:y Hr.:A.CJ ,rn·-~:.--;-,~ e !----~--+--.-.~,,.-c,-r;-.---+--"--'-"--"'---+--=---'"---"--___ ...._. _____ .._ ___ __, u '_ -~-57C✓:--?? I?_' POG :.J? SPR;\Y HU...[) ,SG!-1""°1Pt:;2 8 4SGPt-i 1---- 1~ --,--<-.~~ BALL VALVE AT END OF MEDIAN AS/ SHOWN TYPICAL CiTY OF NE\VPORf 6E:'ACH SAME I ,!<ENCH I lsA!NMAS1"lll !<VOUJTION HS1,:8-SDXl'.2S \>,,/!TH HSD:<-0.3 CONTROLLER CITY OF COSTA MESA i ,iy· SE!= CpN$Tf'lUC1'10N .5.Ht:fal FOR.· 11\JTEl'.1..<oS:t:rrlON .Cl!OS!o\11\165, .fYPICAL. CD -Qllllll- rEBCC .SLEE:.\/E P\lC SC~ 40 ':f~ .11.. . ,ti:( ~J. ~3•·· '-dl~.,"-· ./ .· • . . • • .-·· . • , •• _ .• -. .. '..;..._. ~ • -itii .. • . ~~-·._,_-__ .,,;.,....,_,~ 7~$~2 . i • ..• ' •• • •• • · •• :<> • • Ul • ' ', ·U. '. ,"?t /· ' ,··'' ,· ' ,· ,P_ 'I,,.,,,·' .-·. .-·' -'. . ' ' . ..-. ,'. _,· ,, ,' ' ,· ,· ,, , ., ,,' ' " ' .. -w 1~ ... 'J~_:2_~---.r.·~~.-!~.·.~~~.-.~--.----·· ... z .. i.~.~.·.-~.~.2i~.-~~,~-•.~1i_~,~.·~-~.·-g_ •. _ •. ··.·.6_-~_\.~ ..... •:.~.•.:.o.,--c .. •·~.r~~.·~ .. ~ .. q~.).~~--___ -_!_~"-·z=rrti=·"-~~ -•• t~~~~~~~~7~~Tif~~~?~-~-~¼~ .,,fi,. -,~, ____ . . _ -~--__ ... _ ---. .. -·--_ _, :::,_, --~ .. .. ~---"lee ""~ • _ _ .. ______ --= == = ;•;:: c = = = = ~=-~ :?:".~::·@ • '"'· --~~ -• ,.,,,; ••• ~~ •• ;. •'""-'" L"'-''"'•' l;"@f~c;_::-~~--c-1,,.;l:4'a a=Ee~~.±-~o c-,-s· -o-.=d~';t~7-:: ~-, , - ~-~)-~I·····)~~.:,;,;-~~;:;~:;;-~~ c~==:..:..~~-([)4~-J:-V~l~:-:.v-;e-. "':-:-~-;-;:::e:--F!,:. :.~~~.. ~=;~~~~~~-\°~:~c=,r:~:;:::::Ni...~;;.,~~;_;~~D ·~;;;2~·;..;..·~~~~~IP-~V·· • ,-N:A~V:--""~ ~~ ~ti -.Ex •. ll:•.,c!' .. ~..... .. --·---· F--l"¼i;;;. I'"" ci;;;. • ' "' • ~ '-" i;;;_ U ., ~n.-,........_S"M"" 3\ -o~•--,.·-_,, .•• , ,,,,-, L__EXIST'NGS,0'1C"ID12AIH .~,"-·._'·····-····· 9! Ts~:iNe:CH 1R! ;:_u --............ r"\ t;;. _ ,_.,.,..,;,...._ SSE'.SHEE:T:2i=ORDSP·n-15 l~ u f"i,.~ u~ ~. 3 -TgENCH 30:rM ciJlA]E(.C ''.~;~ ~!2~?;;,~~ --·--·-.. ·--:!Jee' -····~-~ .. ,~~:·:,~~·'-"'-' ----<~,-: az ~\, ~Cf.I-· _j ---; LCCATE J TT ·-v:2·· BEHRO CJ1<8 l':.:'.:E 1-1/2' ~ l 18" EAITTH SHJEau;>--/ \I APO>< EIA!<l<IEI< OP UP SPl'<INKLER TYPICAi-MEDIAN SE TION ________ 1 _______ ""i I ! I EK 11' WIDE I I STOl<M DAAIN I I I lb,, _____ ....,, ________ _ No-:-r: ~o. xJ rr'P'cAL I CITY OF NE\VPORT 6Er,...CH 20271 ACACIA STR!=ET Ni,\'/1'0::!T !J:!ACH, CA CZ"..::11 TEL (C(Oj 201•17!1:i • FAX (!:,;O) 201•11l15 u~ 1ra re: IHl u 'll ~ © 1f llJ il'l lE I 0 I \ !J) \- ~ ·:J ) _j (l/ w l I" -(',' G z ~lUJlllL 1 --, I----~ i ab 6~ vp NOf:?TH SCAl.5: 1' = 40'-0' . Q ti! ~ a J 0 I ('I w ~ I'. c, lL D DATE BY DESCRIPTION REVISIONS APP'D. WIS IRll!GATION 5'/5,EM Sl!Al.L SE IIJSTAW:O OYA GOMPETE!lT LANDSCAPE WITTl?ACT02 EXPEll!ENCIW IN inll!GATION INS,AUATIO~ AllD THE BASIG fUl!VA.f'\fNTAl.5 Of ITS HVllAAULIC DEMA~OS. \1ALVE 1'J0:-1> Q APf?OX. ,SR-! ~1 1C G'.'!·1 ! \.,·,,:,.,:.VE £,1:C-".F'. --t> 1 '1" I IN THE: e:VENT THERE IS FIELD MODIFICA1'10N CONTRACTOf!. SHAL.L. USE THE FOLL.OWING CHARTS FOJ:< SIZING !RRl6ATION EQUIPMENT. Cl... 315 PVC PIPE. GPM 5 TO 9 10 TO 15 16 TO :25 26T0.32 33T050 511'070 71 TO iOO Pil>c Sl:Z:E G?M.3/4" G'PM1"' GPM'i 1/4~ GPM11/.:2~ GPM:l" GPM:.21/2~ GPM3. GUIDE FOR SIZING PIPE SI..EEVES MAIN I !..ATER.Al.MIN. SCH 40 l'VC PIPE SIZE 112· :9;4• 1· ·1-1/4" 1-1/2" z 2~1/2~ 3" 4• ,. 1-11.,i: ::,· 3• 3' 4" 4' lo" .,. V./;....EN V'E.i<i'CAL OBST'.<UGf"IONS (UTU"":':ES SC><E..S, U-:"!LITY PO:..ES, 7KE.ES, 2'""':'"C.:-iN:'ERPERE \VITi" ·rHE .SDR;\Y PPJiE:KN OF ·:rE SD1:'<.l~<..LEi< i-fE/:VS SO ,A...S ·ro C·RE\/2:~ ?ROPER CO\/E.RA.C'.7E, THE CCi"-.:·,1.:~"~C:T 01< S.~¼LL F:ELD ,.A.CJi....!ST "THE: SPR!'-:e:.:.LER :::",YSTE:.!'1 SY 1NST}\L;_;NS .A QUAKTC.R CtRCLE O'.< f-l,A.;_~ CIRCU: SPi<ir--..K:....SR f-'S,~:.1 CN E.ACh SID:= :::JF 7-1f.: CBSTRUCTIC)N SO AE, TO PROVIDE: Ci<,OPER CO\/Ek,A\GE. ,.A-.i .. .L ,.°'[)_iUST~a:~rrs. SHALL SE Mfl-CE ,,,:.\·T NO .ADD:T!O~- COS': TO THE CITY'. C-3576 l!iVl;\:E A VE. r.-:EDlAl'J LAl'JDSC.APiE -PHAS!E TIJ'JO l~~IGATION, E:L.ECTF!ICAI... AND WATEI:? CITY OF l\!!'.:\lif POvrr 91::ACH PU:SUC lt.f0'1i(S OEPARTr.'::i!l"'.JT SHEEcT .:l OF <il ~ H f> ~ 2 j· -~ ,, . fD f ~ ~ c.. p ~ r-> I <""g_ g p ~ I"!!, ~ • VI -C"l:I V\ • t\ ~ ~- £t.. -. i ~-~~ ~ r-t --4 l -i cb Z: fi ' Ni -, ' .! I 1. BACKFLOW ~EVEmEi'l ASSEMBLY -!l:Ef'"ER TO IRRIGATION PLANS FOR MFG. AND MODEL. .:!, JZESIUENT SEAT &AJ.J.,. VAl-V'E -TWO TOTAL. ,S. BAASS W"t"E S~NER -1-!E:Ff!!::.t TO iR'.a1GATION _S'Pi=C!FJCA'T10NS Fog AODiflON.AL INFORMATION 4. SAASS 90 DEGREE EU. TYPICAL. 5. 6f!ASS UNION. , G. THllEA.PEP SP.ASS:"NlPPL.E -LENGTH AS ~-l';QU!ruEP 1-FINISH GnADS. ;!l. CONCRETE THF<UST BLOCK • 12· X 12' X 12· 0- $/J. 1"0 !1'!121GATION SYSTEM • SEE Pi.AN FOi'! SIZE ANP TYPE. 6 10. PVC SCH l.lO MAl.E APAPreR 1YPICA!. 11. Sl>ASS COUPLING. S!Sl' F~USH Wn'H CONCl!E'fE THRUST 6LOC!<. 1;!. TO IR!<IGA'T10N POINT OF CONNEC!10N, WA1"S< SOURCla. BACKFLOW Pf?EVENTER 1. FINISH G~!: :2. ::I" IN G.C .. FUJSH IN LAWN 13. 1:3' X 24" VALVS SOX 4 .. PVC MAI..E ADAPTER. (TYP.) 5. BRASS BAL.I.. VALVE ' ' 6. BRASS NIPP!£ ~--~~~::,.u~;f:;."e-& (MIN) .9. Sl<ICK OR CONC. 5LIPPOl'!T5. 10. PVC MAINLINE AND FITTINGS. 6RASS BALL VALVE 1. FINISH GRADE 2. ::r !N G.C .. ;l. 13" X 24" VALVE SOX ,----~-~--~-------~ ; ; ' ' . ' : MV : • ' ' , _________________ , 6. 81:!A.$5 Nli'>Pl.E 7. BRASS UNION 4. PVC MAJ..E ADAPTER. (TYP.) 8. 1 CU. Ff. PEA Gl'!AVI= (MIN) 9. BRICK OR CONC. SUPPORTS. 5. r-t_ASTE!l VALVE 10. PVC M."-INI..INE AND FITTINGS. MASTER VALVE I Q,e 1. 24• COil.Si \Vim; I.E!lllE~. 2. !LAltl31l1ll S!IAP TITE WtHlECTOl!S WI ll.Mmmo St/AP rm; sl:/\l.E~ 3. VAl\/f IDi'UTIFICI\TION TAI;. 4. EL£C1"1l1C CONT!!OL VAL\'!, -lEl"ER W !lm15A1'10ll LEGE~D 1'0~ l"!AIJUFACTU~ER .MJD MODfL. 5. 13" X u· YAf.\lE eox l'JlTH COVER. 6. FltllSII 51!ADE-VAi.Ve aox TO 9E FLUSH \YlTH GRAPE Ir! rn~F Al1EM MW 2· ABOVE GMOE IN Gl!GU~O G0\11:R I SHnus A~l:AS. 1. BM!i.S NiPPL!'. (CLOSE). 8. PVC SCH 40 ELL. !I. PVC SCH ao NIPPJ.E. LENGTH AS REQUl!lED 17 ----------------~ . ' ' ' l RCV : I ' : :ft NUMBER : ~-----------------' ,,------9 10.COMHOH ~El) !~ICK • roua (•) llEQUlr,El), 11.P'nf.SS!.mE MAUI um: l'IPIN9 .. j{ffif.t 'fQ J:lniGATJON Lf6Et.ID FOP 'f'i'PE ANV 5!ZE, 1:2.SC!t ao Nln'l.f {l iNCH 1.Emrn1, H!OliEfJ} AND SCH. M) a.!.. 1,.rn.ssu~t HAl!l UilE Fmms. TicE 0~ ELL 1.;..rvc SCH 40 HAU: APAPTUt 15.PVC L.ATSVJ. wn: PJPJNS ~ TO Sr,;t!tJ;::!..£5, ~EFER TO lil:?!GATION L.Eeiw, f-02 rrn AND Sll:E. iS.FEA GRAVfil... i1iNlMUH lJE!'iH OF 6 l~CHE!t n. OAA55 M!.l. VALVE HS.. tAASS tl~!ON f?eMOTE CONTf?OL. VALVE WITH BALL VALVE t UNION P.B. 1. ANISH SRAOE: l'l. 1,gI,:;;:: ( 1 OF 4 ) 1. FINISH SAADE :;;_ APP!i:OVED BACKFILL 3. POP-UP SFAAY HEAD 4. PVC SCH eo NIPPLE • 4" MIN. LENGTH 5. PVC T X T 90 DEG. ST!<.EET ELL. 6. PVC 5CH 80 • 6" LONG 7. !..ATEAAL I.INE PIPE. SIZE AS NOTED ON PLAN 8. HAl<DSCAPE SUi'lFACE (WHEcl<E APPLICA6!...E) fl. LATERAL LINE PVC TEE W/ MAiit.EX 5-rli!EET EI.L.. POP -UP SPRAY HEAD 2. :,• IN 0.C., FUJSH IN I.AWN 3. 10" V:AL.V!i! BOX 4. WATER Pl<OOF CONNE:CTOI'! S. 24" LINEAR l.ENGTH OF WIRS, COILED. 7. PVC SWEEP E.Ll.5. 8. 1 CU. FT. P-o;A GRAVE (MiN) 9. GAAY PVC SCH 40 WH5N SPECfFIED D!RECT !lURIAi. OTH!oRWISS. rl:UN Al.l. Wli:tES ADJACENT TO l!mlGATION MA!N LINE WHEN POSSIBLE. JUNCTION BOX a.c.v. .,,,, .. ffii1'4-1) C'tlfbt r;;ur;. FS ~rt.m ro:1 :11$ FLO'.,\' S'Zi.t'~so~. n::~::tm:0:--1 •n.~ r::::::::.:u:J 2o'M o::::::~::m):J ~o~ t==~:ir...l 15$ Upon complafon ol th3 p!t<_r,;'~"! in,,~k:tion of tho !low sensor, comp!ole 11\e 17f.ri11g COlll'k"'!:"Jon Imm Iha ilow sensor lo !h:i DlC2 contro!!or by lll!:!r:Jing Illa p=~ b:::!ll':,. 1. TIJ:l:J TI{:! PO",,.!w On' Alll!:! a::;m;:ou.EI~ 2. Al 11w flow Ssnsor: Connrct Iha DI.ACCf w,im o! !ho Rir:; Sensor lo the DUCtt wire of Iha "l:V-Cl'!O-S!::r.'l", sensor cebio. Connsct 111:i rlra:> r11ro ol tile Ro:.-J Ssnsor lo Iha \':/tlliE wire o! !he •ro,•.c&l-O~J" ssnsor cable. •use t'lo i-.~rpmol oorm:?clors provi!12!1 i·.'ilh lhe Flow Sensor lo malte !h3 sp!ioo. • 3. Al. Iha wntro:lar: Conn::i:I C!.At!l: w.1ro o! "El-'-CA...~;';tJ" lo •1:~l"lff 1-• ol Ille SENSOR TERMINAL BOARD (PC•0l'.2Sl) Con:1.!.lci t'.11'ITE v,"iro of ""1.~l\04l)!.:ml" lo '1NPUT 1+" of Illa SENSOR TERMINAi.. BOARD (PC-Olt2ST): 4. Tum PC,.i'GA C~J cl 1110 Con!ro!!~r. 5. Sc! Iha Ruin rt.::mmr "I(" Md "OFFSET' v.:lu::m !or ill'-'> Flow Sensor al !he oon!m!!:ir b.issd on ths type and size ol Ille Flow Son= !nsmllcd. FLO\A/ SENSOR DETAIL QUICK COUPLING VAL.VE -IN BOX 1. AI..L STAINL.!=55 STEeL-AUTOMA'flC CONT!aOLLE~ ENCLOSURE WITH HINGED TOP. see !.EGE:ND. a .24" MIN ~e.xsTORM e; i-----4-· I DRAIN . ~ I ------,-------7 :<j; H~DSt:APE EDGE (WHEl'.!E APPWCABLE). I ,;2. fflENCH. • ' C:3; LATE~!.. LINE PIPING. 4. Pi<ESSURE MAIN LINE: PIPIN<S. .5, CONTiaOL Wl!aES, IN CONDUIT WHEN UNDE:R HARDSC.A.PE .S; CLEAN, APP!?OVED BACKF!U.. MATERIAL. (j) FINISH e~e. l'!.EFER TO ll:?Rl$ATION SPECIFICATIONS FOR ADDITIONAL INFO!;:MATION. Tf?eNCHING 36" MIN. COVER VVITHIN ROADWAY .... ------,I 0 20 40 NO~TH SC:AI...E: 1• = 40'-0" ,.i.. ""';J._ I r;,~, ' I \.Ju I . 2. AUTOMATIC CONTI!OLI..ER. IN 5.S. CASI NET ::!. POURED CONC!i!ETE: BASE • 1o• MIN. THICKNE:SS AS REQUIRED 6Y MFGre·s INSTALLATION GUIDE. SI.OPE CONCRETE TO DAAIN. CONCRETE PAD SHALL ACCOMODAT!c. 80TH fr,1.liGATION CONTRCl! .. I.ER AND MYEF,!S MEUG 16X M 100 ON BACK SlDE . 4. FINISH GAADE. 5. DIRECT BU!'.<IAL CONTROL Wl"1ES TO GONTP.OL VALVES. 7. 1:20 VOLT POWE!'; SUPPLY \-VIR!:S IN CONDUIT. PEI'<. AL.I-."-PPLICAl:ILE' CODES. e. 120 VOLT ON-OFF 5\VITCH W/ lc!!:CIPTICAL. 9. ENCLOSURE BASE 601 .. TS ($. MOUNTING FLANGE:. 10. 112" X BFT. COPPER CLAD Gi'.?OUNDING ROD. 11. MYE!aS ELECT!i<ICA!.. METER CABINET MEUG 20X M 100 ON BACK S!DE. AUTOMATIC CONTROLLER ENCLOSURE C-3576 l!lVl;'\!E A Vf.. f:!;EIJ!AI\J LANDS!CAr-iE -FHAS!E Tt"JO ll<i<IG.ATiON DETAiLS DATE BY DESCRIPTION APP'D. CRY 0~ N~Ji='OR'i Blr::ACli REVISIONS PUBLIC \."JOl'U(S IJEPARTl,:Er-.lf SHEET 4 OF G I I I I ----30;3 ~)Ut....:1:::rr;::1<.L;S CO'½.J'r-lR-r,A • I-m IP-VINE AVE.. CIT'( OF COSTA MESA ' ' . <. . . '.. . ' . • • r • ,· . •1: .. ,~i:S& J.J~i_:PE~0s:.6dNn.R·;:-_~:_.,,, . • 55 JU:'Ji~~k.US OL,Z? GOLD j •'. ,' -· . ,' ·_ ' CITY OF NE\VPORT B<"ACH B~ JUN!P::l<US OL:J GO;D r-2.><JS",T:NG_ EUG/.\:. .. VP-'Tt)So FiC!FCUA (l:2£::) ::::;__o\lV.:iRNG'-GLM'.' /} lYP!CA;_ "' "' ::, ,. ----.§~-~ '"'/ L ---68 BOi.JGP-~~Jv'iLLJ:A ;:,uRDLE CUE2N IP-VI !\IE: AVE. '. (~1 ....__. -=-u ,,--,.= 0000 it\Q O O c O ,:;;,;, "<,"0"6 ..... ~~~'OQ♦. -0' -e: ~-C@Q -o't,-00 111Ci o 2!!271 ACACIA STR::iE'J' "\ N:EWPO!'IT CEACH, CA C"..:l::tl I TEL (C~) 201•17.:l • FI\X(C~) 2"1•1075 ,d e.t\\OOllll~©~fil'l!:i l . ~ ~ © IHI U 11' ~ © 'if !W fli! ffil l I l i 0 ::lo 40 @:) ' NO~TH DATE BY I ao SCA!..E:: 1· = 40'-0" PLANT LEGEND Tl<E!=S BOTANICAL NAME SHRUBS BOTANICAL NAME SO..JGA;NV!l.---LEA PURPI.J':: QUEFN .)L>'-l0P2RUS CONF:i<:"/\ JLJ>.J"P::Rus 01-D GOL'.:J BOTANICAL NAME DESCRIPTION APP'D. REVISIONS COMMON NAME COMMON NA.ME [)\\l,<\,'<F 8:JSH SOL.Y9Ali"-lv:U . .EA S,riORf JL1NIP~f< DV✓,.C:..RF c:o:.-:.:, T,i::· JU"'-J!r::EK COMMON NAME SIZ:C 2...1." eox:_ (?w:...r,.r:CD 1 :=er NO.:.::"H\1/EST c;-c; O':.f".'t~R l_,,:"./C~ Or-' MED,r"'-l'S:) SIZE i:=:iVE GAL :'.3'-6" t:::1\/f: GA., (3-6" SPACING' :.oo.c C-3576 IRVIN!E A VE. f:f.ED!AN LANDSCAPE -PHASE "'i1i"JO CITY orr Nfat".'PO!?!IT GllmC!-l P-5785-5 PU3UC WOl'!l(S !lEPA!lTr?.:ErH SHEET 5 O!' 6 I I I GENE!'<AL NOTES AND SPECIFICATIOl'-15 1. GENERAL NOTICE TO CONTRACTORS . "' THE! '"ONTRACTOR AND SUBCONTRACl'Ol'!S PERFORMING WORK SHOWN ON OR RE!l.ATIW TO TH!:!5E Pl.ANS SHAW-CONDUCT THEll'I: OPEl'l:ATION-SO THAT AL.I. EMPLOYEES ARE PROVIDED A SAFe PLACE TO WORK AND THS PUBI.IC IS PROTECTeO. THE CONTAACTOR AND suaCONTRACTORS SHALL COMP!. y WITH THE ·ocCUPATIONA!.. SAFETY AND HEAl.."fH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CAl-1FOFlNIA DE:PAATMENT OF INDUSTRIAL !'!ELATIONS' ·coNSTRUCflON SAFETY ORDE!l!S". THe err,• SHALi.. NOT SE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND suecoNTAACTO!'!"S COMPUANCE WITH SAID REGULATIONS AND Ol<DERS. CONTRACTOR FUITTHER AGREES THAT HE SHAW.. ASSUME SOLIE AND COMPI..ETE RESPONSIBILITY FOil: JOB srre CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJEiCT, INCUJDING SAl"efY OF ALL PERSONS AND Pll:OPEil'l:TY, THAT THIS REQUll'lEMENT SHALL APPLY CONTINUOUSLY AND NO'f BE LIMITED TO NORMAL WORKING HOURS: AND THAT TH!: CONTl'l:ACTOR SHALL DEFEND. INDSMNIFY AND HOLD THE CITY AND ITS RSPl:tESENTATtV5 HA!'.!MLESS FROM ANY AND AU. LIABILrrY. R!:AI.. 01'! ALI.EGl=D. IN CONNECTION WITH THE PERFORMANCE; OF \VOl!K ON THIS Pl'!OJECT. IT SHAU.. E!E -rHE CONTRACTOR'S ru5SPONSIBILiTY TO .ASCERTAIN THE i-OCATION OF AU. UNDERGROUND UTILITIES 0~: STl'l:UCTUl'.!ES FROM FIELD !NVE.$11GATIONS AND AVAJLABi-E RECOROS PRIOR TO COMME.NC!NG. GeNEAA!. NOTES - 1. ALL WOl'!K DETAIi.ED ON THESE Pl.ANS TO BE PERFORMED UNDER CONTRACT SHAU... EXCEF1' A9 01'HSRW15E S_TATED IN.THE CITYS STANDARD SPECL6J... ~OVISiONS. OR IN TH15 co~s-5Peel,4J_ Pi:;.':OV!:SIONS. 8E: CONDUC"f.P-D JN ACCOROANCE Wm-I THI= 5-T.,A.ND~ GPECJFlCATIONS FOR: PUBLIC WORKS CONSTI2:UCilON.~ 19.97 eornoN. AND SUPPLEf'•'tSNIS JO DATE. ~ AW. DEBRIS G!=NEAATED 6Y REMOVAL AND GP.APING OPERATIONS SHAU. BECOME THE Pll:OP!=RTY OF THE CON'Tl'U'-CTOl'I AND SHAU.. 6E DISPOS!liD Of' -;,_WAY ~H THE CALIFOl<NlA COAST.'-!.. ZONE IN A MANNE!le AND AT A LOCATION ACCEPTAS!.la TO AU. COGNIZANT ;".GENCIES. IRRIGATION SPECIFICATIONS A. CS5NE~L ,_ IT IS THE INTENT Of' ·r;,;ess SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SP!?INKLI=R SYSTEM WHICH WII..L OPERATE IN AN EFFICISNT AND SATISFACfORY MANNER ACCORDING TO THE WOPKHANLIKE STANDAAOS SSTASl.lSHED FOil: SPl'IINKI.ER OPERATION. ::t-rHe WORK INCLUDED IN THSSE SPECIFICATIONS SHAU. CONSIST OF THE FURNISHIN(; OF Au. 1.ASOR, T001.S. MATERIALS, APPLIANCE!S. T!':STS. CliY OF COSTA MESA ENCROACHMENT ?1cRH!T, ETC .. NECESSARY FOR THE INSTALLATION OF A LANDSCAPE Sl'lllNl<:J.Ell: SYSTEM. AS HEREIN SHOWN. " NO SU5STITUTIONS SHALL BE MADE WITHOUT PRIOR ,'.l'Pl'!OVAL Fl'U.'M THE ENGINEER llE.!eCTED HATE!llALS SHAU. EIE REPLACED AT CONTRACTOi'm EXPENSE. WITHOUT ADDITIONAL COM?E.:NSATION . :!I.THE SYSTEM 5HAU. EFFICIENT!.. y AND EVENLY lm:tlGATI= AU. AREAS AND BE COMPLETE IN EVERY !UlSPSCT AND Sl-!AI.I. BE !.EFT READY FOR OPEgATION TO THE SATISFACTION OF THE ENGINEER 4 AU. L.OC_..J... MUNICIPAL ANO STATE l.AWS A"D RUI..ES .AND REGULA110NS GOVERNING OR RELATING TO ANY P01<110N OF THIS WORK ARE HEREBY INCOF?POAATED INTO AND MADE A PART OF THESE SP!aCIFICATIONS AND THEIR PROV!SIONS SHA!..I. BE CARRJ!,D OUT EIY THEc com=oR 5.THE, CONTl>ACTOI< SHALi.. Pi<OVIDE THE! ENGINl=Ef? WITH THE ED<ACT l.OCATIONS OF AU. rrE!MS iNSTALLIED. ANY DIFFERENCE 61.'TWEl=N "AS euu.:r ANO DAAWINGS SHAW-BE INDICATED ON AS-BUl!..T Pl.ANS TO BE SUBMITTED AT Pl'l:OJECT COMPI..ETION. 6. SHOULD rr BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS. GRADE DIFFE!lENCSS OR DIFFEReNCES IN THE AAEA DIMENSIONS EXIST THAT MIGHr NOT HAVE Bei=N CONSil?eru:D IN THE ENGINEERING. SUCH O!ISTIWCTIONS OR DIFl'Eru;lNCES SHOULD 5E 5ROUGHT 7'0 THE ATmN;ION OF TH~ ENGINEER PRICll:J: TO INSTAW..-.TION. IN THE: !!Vl=NT THIS NOTIFICATION 15 NOT PEl'!FORMED. THS 112.?IGATION CONTRACTOR SHAU. ASSUME FULL l'lESPONSl!lll.liY FOR ,"-NY SUBSEQUENT l>EVIS!ONS NECESSA!'?Y. B. MA TISRIA!..:S 1. ALL PVC COMPONE'NTS SHALL BE uV 'l"REAT50. 2. ALL STATIC PRESSUR!a MAINS SHAU-BE PVC SCHEDUL.E 40. 3.AU.. SPl'llNKI.ER 1.ATERA!. PIPING SHALL BE PVC SCHEDULE 40, 4Al.1-PVC FITTINGS SHALL Bia HIGH IMPACT SCHEDU!..E 40. SAU. CONTROL. WJmNG SHA!..1. BE C01.0R CODED AND SIZED PER VALVE MANUFACTURER'S RSCOMMENDATIONS, 18-GAUGE MINIMUM WIRE SIZE (20 FT. M.A.XlMUM RUN) CJNSTA!..LATION 1, SPACING OF SPRINKLER HEADS AND l-OCA11DNS OF VALVES AND BACKFLOW PREVENTION DEVICES SHALi-!>le Af5 INDICATED ON THE DAAW1NGS. A!'.'Y Dl:VIATlON FROM THE DAAWINGS MUST GE APPROVED BY THE ENGINS!or:I. :2. WENCHES FOR PI.ASTIC PIPE SHALL PROVIDS A MINIMUM EARTH CO\,'!,,? OF Ul" IN'fE!lFERENCI': ABOVE TH!l TOP OF THE !:>ARl?E!. OF THE PIPE FOi< ALL "MAlNL.INE' PIPING. :J. ALL LINES IN THE SYSTI:M SHAU. ae P!l!ESSUrua TI:511:D FOR I.EAKS. 4. COMPACT TRJ=NCH SACKFIU. TO A MINIMUM RELATIVE D!SNSITY OF 90%. 5. THI'! CONTAACTOR SHAU.. NO'f AL!.DW NOR CAUSE ANY OF HIS WO!lK TO BE COVERED OR ENCL.OSED UNTli.. IT HAS SEeN TESTSD AND ACCEPTTED e-r· THE ENGINEER. G, CONTR,4.C:i'OR SHAL.L. KEEP THE P'R:EMISE:S CLEAN ANP FJ2EE OF excess !SQU!PMEN'f, l'"'l,A.,E;;i':l,AJ_S AND ~!S,S,!SH. INCIDENTAL TO WOJ'<!K OF THIS SECTION, NOTES: P.O.C. (POINT OF CONN!ECTION) CON'TT!ACTOR SHALi.. CONNECT TO THE: EXISTING WATEI'! METER -SE:E PLAN. THE SY!?ifl:M LAYOUT IS DIAGRAMMATIC, ALL. PIPING AND l'l!ELATED IAAIGATION EQUIPMENT SHOWN IN eXISTINS PAVED ARe:..<>.s IS FOi< CI..Al?ITY ONL.Y, ALL EQUIPMENT ARE BE: INSTA!.LED !N PLANTED ARl=AS. UNI..ESS OTHERWISE INDICATED. ANY CHAN&!= OF EGlU!PM!':NT / MANUFACTURE:!<, ITS DETAILED INSTALLATION AND/ OR QUANTITY OF SPP-INKL.ER HEADS SHAt.L BE ITEMIZED IN Wf<ITING AND APPROVED E!Y 1'1-!E ENGINEER PFi:IOR TO THEIR INSTAL.1.ATION INSTALL ALL MATE!i!IALS AND EQIJIPMl:NT AS D!::TAILED. USE PVC COMPATABl..i:1 TEFL.ON TAPE OR TEFL.ON PIPE DOPE ON AL!. PVC MALE PIPE THREADS SPl-<INKL..ER SWING JOINT AND VAL.VE ASSEMBLIES. A!.l.. SPP-!Nt.:.LE'.R HEADS SHA!.!.. BE SET Pil'l'.?PENDICULAR TO FINISH GAADE OF THE AREA TO BE lr;!!?l,:S,ATED UNLESS OTHl:RWISE DESlt;NATED ON THE PLAN.S. ALL POP-UP T'YPE SPl'!INKLEI< HEADS INSTALLED IN 5Hru.J9 Oli< GrtOUND GOVE!'.< AAeAS $HAI.I. ee INSTAI..Li:::D .A.ND SECUFZE:D PE:!'.< DETAIL. CON"mACTOR SHALL. ONLY APPLY SUA9Cl::i:NT WATER TO ENSURE HeAL THY Glil.OWTH OF TME PLANT MAT!:illA!... AT NO TIME wu.t.. THE COI-JTI<ACTOR APPLY WATEP. AT A AATE 01'? A:aeQUENCY WHICH CAUSES l'!UNOFF 01< SOIL SATU!,lATION. CONTAACTOR SH.ALL AD.JUST E.ACH SPFZINK!.EP-TO MINIMIZE OVER SPAAY ONTO !<OADWAY& Ol'-! IMP1'!0VE:MENTS. IT SHA!..L ee THE RESPONSIBILITY OF THE IRRIGATION CONrnACTOR TO MAKE THe FINAL HOO;::;-UP FROM THE EDISON SUPPL.Y POINT TO THE AUTOMATIC CONmOLI..ER. WHENEYE!a ANY !TEM OF "DlSffilBUTION Ii: CON1'llt0L EQUIPMENT" 15 SIZ!:D SMA!..LER THAN iHE MAlN 1..INe 01'1 1..ATE!Z"J.. !..INE P!PIN(:'; ON WHICH IT IS PLACED. THE i:!eDUCTION IN PIPE SIZE SHALL CINI.. y occu~ AT THE THRE!.ADE:D FITTING WHICH AOAPTS THE PIPE TO THE PIECE OF EQUIPMENT. PLAf~ilNG SPECIFICATIONS SCOPE OF WO~K PROVIDE AU. 1.ASOR. EQUIPMENT. MATERIAi.. AND SERVICES Ni=CESSARY TO COMPl-ETE THE CL.EAR AND GRUB. BACKF!L.L FINISH GRADING. SOIL PRSPARATION, Pl.ANTING. AND MAINTENANCE AS SPECIFIED. A.GENEP-.AL WORK PROCEDURES woru: Pl!OCSDU!'!SS SHA!.l. FOU.OW BEST CUSTOMARY Pl'l:AcrCE, 1AI.I. MATERIALS SHALi. Bili BEST AVAII.A8!.E. 00 NOT !lEGIN SOIL. Pl'<!aPAl'l:ATION AND PLANTING UN11L IRRIGATION wo;a~ MOUND P'..ANTING AAEA IS COMPl..!aTE AND TESTED. ::1. RIP AU. PLANTING AREAS TO A DEPTH OF 12' Pll!OR TO SOIL. Pl'tEPAAATION AND ROTOTILi.iNG WITH OJ<GANIC AMSNDMENTS. 3.Pl'!EHOISTEN -SPECL"l.. CAl'..e SH.Al.I. !lE TAKEN TO P!"...EMOISTEN THE SURFACE 8' OF ALL PLANTING AAlaAS AND INSURE THAT PLANTS AAS PRSVENTED mDM DRYJNG DU!'!!ING Pl.AWING OPEl>A110NS. 4.WEEDiNG, SEFDRE AND DURING ALL WSEDS AND STOLONIFEROUS GJ:lASSES. NUT Gl<ASS AND .JOHNSON GRASS. SHALL !SE CHEMICAi.i. Y ERADICATED OR PUS OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 5.Pia!=MISES SHAI..I. SE KEPT CUEAN AND MAINTAINeD Fl'!ES OF CONSTRUCTION LITTS!!'.. AU. EMPTY CONTAINERS, EMl"TY BAGS AND DEBRIS SHALL. SE REMOVED Ff?OM THS SITE UPON COMPLETION OF l?ACH DAYS \A/ORK. ALL WALKS cm PAVEMSNTS SHAW.. m; SWEPT OR WASHSD CLEoAN DAl1. y_ G. Pi<OVIDE T~F!C co1,rmo1.. PE:!? CITY l'!EQUl!'lEMENTS AND W .AT.C.H. FOR AU.. OPEAATIONS WHICH IHPACT VSHICUL.AA -mAFFIC FL.OW. 1.QE~NtC AMENPMEN"f-5:. __ c,_g_~~~~~5H:L~L..kBI= TY'.P&'U.-°~~12_hl!Tf2QGEN ST~IL!ZED ~t1?_QS".fl;p \IV'QOP Sti~VJN~S~J:i_e,~...s: .ASH CQ~:t:..~E:_EN-1_01'$ ANO 5Q~.__hJ.-j.fihi~!'s:TS . .SH.,,!.JJ..~'.e .. Ba:r.ITTH i FD it<JT0-1Qe_a"' OE AU.. PI..A.NTING AA~9'-.J2BGAN!C AMENDMENTS SHALL BE Gffi-2 ~..EftOPUC:EP BY ~NAGA FEfillb!zef!~ (94,9) 78~~~ ;;,. tlUl:'.ll!,::o:;.:ei.us Gl>ANUl-4,f,\Ji:lQli..=l,lt>J:rlOMatU!!Y.::rf'!L,C.:. s. COMM!=RCLAL. FellTII..IZER -COMMEl'.lCIAI-FeITTII.IZ!El'l SHAI..I. SE C ... .LCIUM NITRATE. POTASSIUM SUl.FATE TRIPLE SUPEl'!PHOSPHATE 5YPSUM -so LBS, 4. SOIL. SULFUR • SOil SUI.FUR SHALL. !lE AGRiCUI. TURAl. GAADE. 5. POL. YMEil -POL. YMEl'l SKAl..1-BE A SYNTHETIC ACf!YI.AM!O CO-POL YM!!i:?S FORMATION AS MANUFACTURED SY TEl'll>A SOl'l6. 6. MUL.CH • MUI.CH SHAU. !lE A SHl<EAODSD 5ARK MATERIAL. AS PnODUCED 8Y ;,;su.oGG·s 'XERIMU!..CH". 7. PLANTING TA!JILETS -Pl-ANTING TAflLETS SHALL 8E 2l GAAM AGlllFOllM BLU!'! CHIP Pl-ANTING TABLETS. 6. PL.-"NTS • AU. i"l.ANTS SHAU. BS HEAL THY. OF NO!'!MAL GIS!OWTH, W.,U. llOOTEO, Fl<EE ~OM DISEASE. INSECTS. INSECf EGGS ANO LARVAE, THE ROOTS SHAW.. SHOW NO EViOENCE OF HAVINC, BEfaN ;!.ESTRICTED. DEFORMED OR BOUND AT ANY TIME,. VAAIETIES AND SIZE OF PLANTS SHAW. ee AS STATED ON THE Pl.AN. Pl.ANTS SHALL-BE SUBJECT TO INSPECTION AND APPl<OVAJ. OR l'i!F..JECTIOr. BY THE ENGINEER ON THE SITE AT ANY TIME !ilEFO~ 01'! DUfllNG Pru::JG!'<E!SS OF Pl.ANTS SHAI..I. Bl= REMOVED FROM THI: SITE IMMEOIATEI.Y. SPSCIAl.. CAAE! SHALL 5E TAKEN TO INSUr:15 THAT Pl.ANTS IN CCNTAlNE125 All:E AOSQUATELY WATEl!ED. 9.Pl.AN11NG M!X -AU. 5011.. BACKFIL.L IMPUTS, UNLESS OTHEl'l:WISE NC>-reD. SHALL !ll'! ~!!!PAl<ED SOIL CONSIS11NG OF M:1% NITROLIZEO ORGANIC AM!!!NDMENTS AND 60% SUITAeU:: EXISTING SOIL.. PLUS PO!. YMEl'l5 PER THE FOU.OWlNG AMOUNTS AS NOTED IN C·2 eei.ow. 10. SHIPPING TICKETS WITH DEL.IVERED VOt.UMNS OF EACH SOIL AMENDMENT SHALi.. !l,E PROVIDED TO THE ENGINEER AT THE TIME OF DELIVERY. C.iNSTALLA.TION 1. SOIL CONDITIONING .AFTER f.clPPING SOIL TO A Dl:'.PTH OP 12 INCHl=S THE FOi.LOWiNG APPLICATION SHAI..I.. BE! MAD!o Pl=R 1.000 SQUAR!'! FEET OF A!i'!EA AND-~- n,u;;mQl.llfil:!i.~J.!I..Il~l2J~1'.Q.Ii:!U~J~l:!!a.laU2E.EE!!at'.lQJSJ:ia!,lgQ~Qll.; CALCIUM NIT!a'.ATE (15.5-0-0) -6 POUNDS POTASSIUM $UL.FATE (0-0-50) -!l POUNDS TRIPLE SIJPERPHOSPHATE (0-45-0) • 5 POUNDS GYPSUM • 50 POUNDS 01'.?GlANIC AMENDMENT 3 CUBIC YA!'WS. :2. SHRUB PLANTING a) EXCAVATE PITS WITH VEl'.ITIC.AI.. SIDES FOR ALI.. PLANTS, SHl'!UBS. AND TltEES. PITS SHALL. BE 1-11:l T1ME5 THE DEPTH OF 6Al..1..S. AND TWICE; THEl!l! WIDTH. b) BACK FILI.. MIX: 61.£NO THE FOLLOWING MAT'ERIAl..5 INTO CI-EAN EXCAVATED SOIL.. ~MO'vE DEBRIS. ROCKS AND FOR!alGN MATERIAL.. 5011-CLODS SHOUL.D NOT EXCEED 11/2 INCH!',S lN DIAMEITE!'!. RATES ARE PER CUBIC YARD OF MIX. CALCiUM NITRATE (15.5·0-0) -1/3 POUND POTASSIUM SULF.ATE (0·0-50) • 1/3 POUND TRIPI-E SUPERPHOSPHATE (0-45•0) • 1/4 POUND GYPSUM -;;i POUNDS ORGANIC .AME:NDMENT 10% BY VOLUME (3 CIJ. FT.) • ----1'"1:!Af< !{O[l. Harnrr ASREQL1Rt'J. 'SfE S:Offlf"ICA Tl0N5.._ .. ~--""'llE REDDY Sf AK(' SYS'i"EM. s1zr: AND :N<.~A!.iJ\."r!(JN rrn S?f(;IJ"!CATtc:tlS. !AB Atl'.• M?°fi.f'.f)Tt-.Tl01J i'IN JN')TAll lABZ 4" !JcU1\'./ C:tAtlF ~-----~ 2• LAY~R MULCl-i. H0LDAwf,y FROM 1 RUNK Ii. ~------s,,mt'1GSAS'NA,cc,;,oe,oornALC ) ·..-~'-·--~---• --FJtt:511 GP.ADE ::::~:.~.-:_:~!1 I\ _. t"· -<+----· Sl.WfA((AMHID~DSOIL•Sf'fSPf.Clf-lCAPON:3 1-)~, "'.+, ---+-·~· ·--·--Ff!UILILUl TAllLITS SEE ' 'I LJ / I SPEC!FICATIO.\!$ FCH Q,.1ANTfTY L~, ---·-"\__fl-... --uNAM::Now $fl r SDIL ' ' Reddy Stake N01ES: Tf.EE STAKr. 1·0 fl.: l(;t:A rwi_,N PF'£.VA1L11'1iG WIND SIDE V/Hf.~ 1REE IS IN LEAi··. il•JST ALL TREE'S ROOT8i1ll ;::• ABOVE F!:'-HSH GRAUE c) TERIZA 501::6 AS POL YME'R SHAl..1. BE ;;.ooeo TO PLANT 6ACKFl1.L. PER ii-ff; FO!.LOW!NG; 1 TABI.E SPOON PEI'! 1 GAW.ON PLAN, i..-.,,r.,_,....,,~ ..,:;1.,._"'IDl.o,te-<l ,, 3 'fABL.E SPOON 5 GAL.LON PL.ANT 4 T Ael..E SPOON 15 GAi-L.ON PLAN1' :2 TABI.Ei SPOON 1/2" CALiPE:ll OF Til!EE TltUNK FOR SPECIM!=N PLANTS LAil-SER THAN 15 5.ALLONS. UNUSED l'!XCAVATl',D SOIL SHALL. BE DISPOSED OF oFFsrra. d) Pl.ANTING HEIGHT OF SHRUBS AND TT<EE CROWNS TO BE 1 INCH ABOVE FINISH Gr:lADe UNLESS NOTED OTHSs!WISE ON Pl.AN. c) COMPACT 5011.. AT BOTTOM OF PIT AND TRAMP Fll'!MI-Y. FILL SOIi. As!OUND 0A1.I. OF PLANT USING BACKALI.. /AS SPECIFIED AND WATER THROUGHLY f) !MMEDIATEI.Y AFTER Pt.ANTING. STAKE ALL. TRESS USING THE !<EDDY STAKE SYSTe:M TO l"'REVENT DAMAGE, Fl<'.OM WIND AS DETAILED. g) GRADE Aru!'.AS A!'!OUNO PLANTS, TO FINISH Gr:lADE AND DISPOSE OF EXCESS SOIi.. h) WATE1'! -IMMEDIAT!:L. Y AFTER PLANTING. WATER SHAL.L SE APPLIED TO EACH Tl<EE AND SHRUB. IN SUCH A MANNS!? AS NOT TO D!STU::a!El BACKFIL.L OR MULCH, AND TO THE EXTENT THAT A!..L. MATF.RIAJ.5 IN THE! Pl.ANTING HOUa ARS THOROUGHLY SATLIF<ATED. (SEE PI..ANTING DETAILS FOR VAl'<IATIONS PROM ABOVE.) 3. GROUND COVER Al'!EAS PL.ANTING PITS FOi< GROUND COVERS SHALL SE 4' X 4", 0"'1 ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THI: ROOT BALL. Pl..ANTAT SPACINGS AND IN Al'lEAS INDICATED ON THE DAAWINSS. 5011-SHALL BE FIRMI..Y Pl'!ESSED AROUND EACH PLANT, AND THE EXCESS SOi!. !'ZEMOVED F'ROM THE CROWN. eACH SECTION OF GROUND COVEil SHALL. BE IMMEDIATel Y WATEl'!ED UPON COMPLETION OF Pl.ANTING, OR WITHIN ONE HOU!<. 4.MULCHING OF SHRUl:l AREAS CONTl<ACTOr;? $HALL. APPLY A MINIMUM OF ONE AND ONE HALF INCH AGUINA0A 'FOREST Fl..0011-0'TO 4' SIZE TO Al.L GROUND COVER AND SHi:ll.l!'l PL.ANTING A!,!eAS AFTER COMPUITION OF AU. Pl.ANT INSTAl..l.ATION (ONE CUBIC YARD COVEilS 216 SQ. FT. AT ONE AND ONE HAU' INCH DEEP.) AREAS Ui:55 THAN ONE INCH DE5P AFTEI<? SeTTI.EMENT FOi'! ONE WEEK SHAU.. Be: llcEMUI.CHED TO ACKEIVI: TME REQUIRED 1· DEPTH. 5.MAINTENANCE AND GUARANTEE Al..!. PLANTING SHAl..1-BE MAINTAINED (BY CUI.. TIVATING. WSEDING, WATI:RING, FESDING, SPRAYING ANO PRUNING) FOR GO DAYS AFTER COMPL.ETlON AND ACCE:PTANCE OF Al..L Pl.ANTING. ALL PL.ANTS NOT LIVING AFTEI'? TIHE GO DAY MAINT!ENANCE PERIOD SHAW. Be RI:l"L.AC5D, A FINAL INSPECTION SHAL.!. BE MADE BY THE ENGINEER TO VEl<IFY THE FOL.LOWING: HEAL. THY, !'EST Fru:E PLANT MATE;'.HALS. VIAl:¼L.E WEED FREE Gl'.lOUND COVEi< AREAS, STAKING OF TT!EES. ETC. DATE BY DESCRIPTION t>c="-""' = c..-,~"'-,,,. t':l~w {SS~l a.,~ ~0% 'a><120"JOH-O:n TREE PLANT! NG DETAIL-~·"··, EDGE OF PLANTING NOTE: ,"-Li.. MASS PLANTED SH!?USS AND Gl<OUNDCOVER SHALi. ee Pl.ANTED AT EcQUAI-SPACING (TR!ANGUI.AI!) UNLESS OTHERWISE INDICATED ON PLANS. SEE l.SGl=ND FOi? SPACING REQUll'!EMENTS. Mt.Jc.CH ALI.. PLANTING Al!EAS PER SPl=C. GP-OUND COVEP-AND SHRUB SPACING IRVINEAVE, C--.3576 ~!.EDiAr>;! 1..ANDS~iE -PHA.S!E 11,"JO ,APP'D. I I I :l i: Ii i REVISIONS CITT OF NIE\llWO::::lT SEACH PU:Z:!.IC WOllKS c;;;PARTI!:C,tlT SHEEl 6 OF 15 j I r ~ 0 ~ 1 "'' -ci:: 6.- ' \:-\ V' ~ -"I ,...., if'i (, :+ -£-i -I"' .#r ~~ tJ