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DWG 241-6L; CT 81-46; CARLSBAD AIRPORT CENTRE PHASE II; L1-L23
W.i• ' . ', '?.,. ' <o ' ~ ' '.1) ' ' ) I ' · L>Ll.l .... i\JU\ I IL.JIJ {)F ,\.HU Ill LL I U!' WUHK" ~ Iii,~'.. .. ~,;, Ill ... -. " ~~'-.. ,, ,•, ' 1...' Al~ f<'.-E::1-IE:.f YAc....VE:. @.. H16'H POIN,--ON 11-il't> MAINL-JN e t..?Of'. 0 ..;·,, /--~.,-----~~~-t-.s-""..; - ·---....... ... "~~ ...... ... '--. . ... ,. .... LILCJL5C Nv, lcc.Uc.-'~-- LJ..iLi! !;,16 Filth_A~_~n~e_._'.;oln DH:qQ, CA A<l<l1css NOTE; WJlL __ {hl.:') i'"J? 00 14 l'hvu<:: I U I ,:,,U J·111s chrd,.1,<.J .111!..I sul.i1u,11,,J Lu ll1i:: Cily l9r Jll<':1!1! ll!<jUi.il! t.Ja: i..11duii.._.h O I<:' ;:i "'"" un I,'• .:lJJJJIO~al. LL:kd (.NIJAJl·'"".:l l_!\.<._;E I WL~ ¾,,. '------- ), REFER TO GENERAL IRRIGATION NOTES. LEGENOS & DETAILS ON SHEET L'-t J., 1.-QATh t-1"-INUNl:o PIPIN::ei ~ DP ~IQHT-oF'-WA..Y ONAU-'b~. . /\I ii 11/¼; ~;, I ,1/ " 41 1" 12.7 -~ e:.:<1err7No 112"'-l<:>-'<flON INiHl'"'Al<V\ TO /2E.MAIN IN f'l..A4'-e'. A.ND '!;W>.U.. cot-l"T"INLlf: 7V cf"l"AAT'e-~ - f'eNPANf" OF' NEW 1N6T1',~71CN, ----··-· _ .. ____ _ ·-·' cr-.M\ ---'5eE: ~ ,.,.._...,.. LE:PT Fo 1<,2. /\c.. r'. LA'(o.Jr Environmental Consultants IRRIGATION 0£SIGN & CONSUL'flNG SERVICES (6'9)7-41-1632 550 ~ lOlhAve Ste 5. Esco!"ld1do.C:;,li1ornia 92025 { ~ 'O'llll~l't;J. 1' z ;:,~ ... ~~~ 2'/z''t' /. ', ' " !~· %,• ... , 1'7D j,;Jo\ '1~.7 ~ ii-' ._&\~1t ... ~D~------,,.-~ ·® 43 ROBLE -- ' 14.•1 I • I • ,~ ■ I ,~ ■ I-I~ i ttl ■ (I) I ■W 1~ ■ _,I In ■ t-i < -::E I ■ I ■ I 2! ■ I ■ ---I -~ --__,., • I ■ I All IDEAS DESIGNS ANO A1::::u:::1ANGE:MENTS ~DfCATED ON THESE DRAWINGS -. RCMITECT TMEl=IE SHALL BE NO CHANGES 0~ OEVIATIO".I i-:-i=.!OM THE DAAWINGS OA ACCQMPANVING SPECIF19ATIONS W!TI--!Ol,J"f 'rHE !:XPAe:Sseo CO"ISENT 01"" '!'HE LANDSCAPE ARCHl'tECI SEO OTHERWISE WITHOUT "rHI:'. EXPRESSED CONSENT OF THE LANDSCAPE A. PHASE TWO KEY MAP REV1S!ONS DATE. AUG.BS DRAWN: GN ~-•----~ CHECKED: JR [PROJECT ) _:_A:::R=:::C:_:__H_::l_:_T::::;E,:;;C:.:T..:.· __:J:_: __ R:_:_::U_L_E ____________ ~ JOB NO.: WYA# 85-119.11 'WIMMER._ YA~ADA ~ c:A5_S0CiATES A.~.L.A. environmental planning . master planning . landscape architecture Joseph ~ yamada CARLSBAD AIRPORT CENTRE PHASE II IRRIGATION PLAN DRAWING NUMBER SHTOF CT 81-.§6 2 41-151.--....@ ·- SEE SHEET l• 1 2-' Aifl. ~E'..F VAL.VE. (!2 HIOH FV!N1. ( />f'Pf'1.0X, .~21.P' a.JN) Hi-l~A,fi'.E. PLAN1"~ ON ~ AND Af?-e. NOT )f2¥16>AT1:0 e,y ei,o~~y~ (-r)'F'IGAL-) THE'..::,E;. ~ Oti f"Ov'* 2. 1 -e, Afl.€ 'nte l C;.P, H .1 l<'AIN Btfq;> ., Ho+ ~, . ··· ..... ' ">/+' ✓ft J'_.r,;;,' ~?J/4 '\ 38 ,1 ' ~II ..---...,,, ~ " \ ' 37 /, '/' ~ '~, ,,,, ~-~, ~' ,~,~ ~. ~ ~ ii4 36 ~ 60 ■-■-■---•--·-·-·-·-· -· ....... --■ ~~--_ _,,,,. ·-·-·-·--· '"""I ■-■-■-■-■-■-■-■-■--II ■ M E SEE SHT.L-3 _, Environmental C'AJnsu ltants IRRIGATION DESIGN & CONSULTING SERVCES (619)741-1632 550 E 'D1t, Ave .. Ste. 5. Escondido. Califomi3 92025 NOT~: I, REFFR TO GENERAL IRRIGATION NOTES, LEGENDS & DETAILS ON SHEEl~-1 '.2. LOGATE:c t'\AJNUNE:. Plf1~ cvr ~ ~H"r-OF-t,.1"'.Y CN A_U.. ~6. 35 1' ft! --■-■-■-■-■-•-·-·-·-·-·--= ·// Ii 1/ ' ' 1: . ~ . . ,• \ . : . If -· ,, . PHASE TWO KEY MAP SCALE: .&ll IDEAS. DESIGNS ANO AARANG,EME.NTS INO,CATED ON THESE DAAWINO$ ARE TI-iE PROPERTY OF TI-1E LANOSCAPe Ai=t(;t-tfTfCT AND AAE: TO 8e: USED IN CONf'..IECTON WITH THIS S~CJl-1(: PRO.JECT ONLY ANO SHALL NOT BE l)Sl!;O OTl-·-IEAWtSE W1TMOUT THE EXPRESSED CONSENT Of" Tl-iE LANDSCAPE ARCHITECT THeRE $HALL 8e NO CHANGES OR DEVIATION FROfvl THE DRAWlNGS OR ACCOMPANYING $P~CIFICATIONS WITMOUT TJ-iE EXPRESSED CONSENT OF THE LANOSCAP'E ARC!-IITECT 1 •::::: 50' REVISIONS OATE:AUG.89 ORAWN: Gt CHECKEO:.HI (PROJECT ) ARCHITECT: J. RULE ~·-----~~ JOB NCJ.: WY,._,,, t6-11 t. 11 'WIMMEI( YAMADA ~ c_ASSOCIATES A.S.L.A. ciwironmental planning • master planning . landscape architecture joseph ~ yamada. CARLSBAD AIRPORT CENTRE PHASE 11 IRRIGATION PLAN ORAWING NUMBER L-2 SHT. OF CT 81""'-6 241-61.. 0 t- .... I ..J . I- I V, w w V, w z ...J I u I-c:( :!: . I 44 i " ·43~ I • I . I . I • I 1! 2-' l'OINT OF CONNECT/ON. 1/Ellfi' EXACT WCATICW w OIMllf!R_ • • ~-re;,:.~ e,'{ Of"l-fii!6 RE ED PRESSURE MCKFLOW PREVENTER WI PRESSURE REnUU. TOR AND WYE· 6TT«I/IIER. (/1 t--'--c---tl SET REGULA TOR IP JQ_ PSI. AV A/1...A.BL.E STA TIC PRESSURE IOe> I'S/. IRRIGA TIOf,/ SYSJ"Bf OESIGNED ri.J""" GPM V I'S/. 45 G, 2-· CAMINO WI PRESSURE REGU/..ATOlf AND WYE' $TlfN1,lcff. T"""""--. liETREGUI.ATOR. 70 PSJ. AVAILABLESTATC PRESSURE ,oe, rs,. IRRIGATION SYSTEM DESIGNED TO U.O GPU 70 I'S/. ~•WA~~ (B<~) (~fL TD C-1'<'11-~e,.) _ ■ POINT OF cx:»..1"11ECTION. VERFY EXACT LOCATION W'OWl'ER. MATCHLINE VIDA ROBLE --see 01-1eeT L--1 1i-J eonoi--1 LefT eo~t--Jer2-roia-/'\.c..r, l.AyoLJT ~ ........... 30 .;,,w,c,,.i CO~u..E~ 'E-' ~ t-10l.-NI ~ ~ ~NEo ~N.- AND S.D.c!I.~. ~f'-.) . trNO ~ IN ONE- ~~-) ----· ~ ' e, (,, Environmental O:msultants IRRIGATION 0ESIGN t, CONSULTING SERVICES ~619)741-16.32 S50 E 10th Ave S1~ 5. Escorodido. CalifOl'niE 920?5 ---__ __,, NOTE:<:,; j, REFER TO GENERAL IRAIGA TION NOTES, LEGE NOS & OETAILS ON SHEET I--& 2. l.Q.A.Tf;. KAJNUNeF'IF1~ CVT CF' fZ-U--1-r--OF-W;\_'( CN A.""L 'E:>Tl'-ee--1'b, I I I \ ,; -/ PHASE TWO KEY MAP ALL IDEAS OE SIGNS AND ARAA"-IGEMeNTS "'-'Ok:'"A.TEO ON Tl-ES£ DRAWINGS ARE IH(: ~OPERT'r' OF Tl--iE LANO$CAP( AFICl-ilTECT ANO ARE TO BE USED IN U''\INECT10N WtTH THIS SPECIFIC PROJECT 0Nt..Y ANCl SH"'-Ll NOT BE USED OTHERWISE WITHOUT THE EXPRESSEO CONSENT 0: THE LANDSCAPE A~HffECT THERE SHALL BE NO CHANO,l;S OR DEVIATION J:1=-10M TME D~AWING,S 0A ACCOMPANYING SPECIFICATIONS WITHOUT THE E)(PRESSED CONSENT OF Tl--fE LANDSCAPE ARCHITECT SCALE: 1 " == 50' ·--- REVISIONS DATE: AUG.8! CJRAWN: GN CHECKED: JR [PROJECT l ARCHITECT J. RULE -------------~ JOB NO.: 'WIMMEI( YAMADA ~ c_ASSOCIATES A.S.L.A. environmental planning . master planning . landscape architecture joseph y yamada CARLSBAD AJRPORT CENTRE PHASE II JRRIGA TION PLAN DRAWING NUMBER 1.-3 SHT. OF CT 81-46 241-6L i -z 0 < -i :a 0 a, .... m r i 1 -·-· ) --. .. .__Ir_ E ·-·--· ---·--· / I 1 I I 1' 7 / / - I / 32 1_• ~-- ~~~~-~~-•--2-~ ----·---·----·---·-■-- ----......... _ o~-........ -.. -----_...._ FY/2&, ---~ -------... ,y s .... !'lo, 4 --r-..,~. .... "4 lr,E; ~• 1ft I ¾ """-l::::::--,.c, ---•yl.J ,E; ----------.... _ ·-·---·---.......... 28 •--. .. ..._. . ....__ ....... 5 ..,_,,,,,__1~ ----~--. .............. .............. .............. ....... ~--...... _~"" ~:cir.-•~. See sh;Hi.,,v;-•-... ·-. ··-.... .... • .. ' ·-,, ........ ---...• _ ....... ' .... .... ·. >$,, .._ z!l .. ... . 1½i et#. . -.. ....... '-~• . ...___ "·-.. ·-.. ....... ·-.. ....... ....... ....... •• l}u.? Sf"A-r10N <'.ON!~ '6'. (e~~ MOUNT NEA.f<. f'F'Of'~ HE"TB'4rb ~iAL AND ~P.c;.E:., ~.) (-r,.jo C.ON"l"W~ IN ONf::. ~.) NDT"E-o : 1, ¥-EFEJ<:. TD ~EFAL IFW 1<1'-:rJCN ~, ~t! Dei;\IL.b ON 6H!::E.1 i_; 8. Z, 1.-lXA-re. MA.INLINe f'I~ O(.)T" oF ~-OF -NA.'(-b c,,J ALJ._ t,TF--EE-TI=,, 30 SCALE: r·= so· • I ....... , ---- • j PHASE TWO KEY MAP ALL. 10fA$, (JE;$10,N$ ANO ARRANGEMENTS INDICATED ON THESE: DRAWINGS ARE THE PROPEATY OF THE LAND$CAPf:, AH(;Hlf'=.CT ANO ARE TO 6f USED IN CONNECTION WITH Tl-11,S SPECIFIC F'AOJECT ONLY ANO SHALL NOT Bi; usi:=:o OTHERWISE WITHOUT THE EXPRESSED CONSENT OF THE LANDSCAPE ARCHITECT THERE SHALL BE NO CHANGES oi::i Dl::v1Ar10N ..-~QM TME Ol=IAW!NGS OR ACCOMPANYING SP1r.CIJ.tCATIQNS WITl--fOUT THE E~RESSED CONSENT~ T ... E LANDSCAPE AACMITECT REVISIONS -----------·-· ·-- ( PROJECT ) ARCHITECT: J. RULE ~. ------- DATE: AUG.89 DRAWN: GN CHECKED,JR 85-JOB NO.: 119,11 CW/MME!( YAMADA ~ r_ASSOCIATES A.S.L.A. environmental planning • master planning . landscape architecture joseph y yamada !516 FIFTH AVENUE SAN DtEOO CAUFORl\tlA TElEPMONE (819) 232-4004 CARLSBAD AIRPORT CENTRE PHASE II IIIRIGATION Pl.AH DRAWING NUMBER L-4 SHT OF I ~ .... ~ .. ------------------------------------------------------------------------.._ ______ _. __________________________________ ....JI-__________________ _. ____ __. CT 81-46 241-&L --------------------------------------------------------------------.... ~----. Z.'/ • I ( • I ., .. i - -~I' --. ¾' z.• ~ \ (<\ di ' !"£FE:,"-TO <'.-/VIL. ~f>,) POINT OF CONNECT/ON. VERIFY EXACT LOCATION WIOWNER _ REDUCED PRESSURE BACKFLOW PREVENTER WI PRESSURE REGULATOR AND WYE' STRAINER. SET REGULATOR@IJ_ PSI. AVAILABLE STATIC PRESSURE____l_1_PSI. IRRIGATION SYSTEM DESIGNED TO GPM @ PSI, ~ \ ~ ', -\ <, • -------------- ----~-----· NOTE"? 1. ~ TD ClE-N~ lf2l"'-6A.TIDN Wf"E:6, L-EclENR:>& D:::7AIL-SON :SHE-2-~ ~-8, 2 lf-l::01Al-L... M"-JNWNe. Pif"IITT DL.11 op R61Kf-Cf'--i,-,lA_Y 0-J AL--L-~BE.TS, _ _......~ / / .-~--- ------------~-- ---------- SCALE: 1"= 50' t • / ._..,.. PHASE TWO KEV MAP /1LL IDEAS DESIGNS ANO ARAANGEMEN~S tNOl<":Al~l) ON rHES~ OAAWl"'-IGS ARE THE PROPERTY OF Tl-iE LANDSCAPE ARCHITECT ANO A~ TO BE USED IN CONNECYIO"J W!TH THIS SPECIFIC PAO.,JECT OM.V ANO SHAlL NOi Bf lJSEO 0:"HfPWl$t WITHOUT THe EXP~SSEDCONSENT OF THE LANDSCAPE ARCHITECT rH!:RE $HAL,L BE NO CHANCE'$ OA OE:VIA-\ON f"ROM THE'. QRAWINGS OP ACCOMPANYING SPECIFICATIONS Wffl---10UT THE EXPRESSED CONSEN~ OF THE LA.NDSCAPE ARCHITECT ,----------REVISIONS [PRO.JECT ARCHITECT: J, RULE l DATE: AUG.89 DRAWN: GN CHECKED:JA 85-.JOB NO. 119, 11 'WIMME~ YAMADA 8? ~SSOCIATES A.S.L.A. environmental planning • master planning . landscape architecture Joseph y yamada 516 l'.=lf"TH AV'fNVEi $AN L.)1~00. CALlf:Cll=lNIA. TELEPHONE "(6191 232-4004 CARLSBAD AIRPORT CENffiE PHASE 11 IRRIGATION PUN DRAWING NUMBER L-5 SHT. OF CT 81-46 241-SL ........ __ _ ---- EXISTING PHASE I LANDSCAPE lf2'.fc.i6A.1IDN N IT-H l'::--XJ'71lh<21 SY'vTU-f".';;> K> ~IP'--eO 1D Pf'D./117:'-MA7Lt-'E.D ~FlfA.1IDI~ AND 01"'1 P-1:';:f"S &{ 1::-Vf.N {CV~E IN -n:'-f-NbiTlDN ~. ~-. 1. FU~ iO lf4".-k:'.>\.TlON l'VTEfu, L.62iE.NDo ANP DE.1A.II.,'.':> ,:?!,J 8-!£.E:-1 1,.:-e,, Z, il\JS.1AI.-L-M41NUNE P/FI~ ou,or RaHT·OF-W-.T ON AJ.--L 'e:1f"F'.~, ~ l.Af,.lt)•et;;,1>..,pe C6N'Tfl,,AC..10F!-""0 '61. .. q::>M 11 A ~I ~ITIEf..l D~ P, i:::> - "1101--J oF ""W--Mfbp.,A,.~ ¥71:!-K {l~..Z.IG.,,,) Fb~ C:::.tl"-( To A-Ff~'-'e fP,op. 10 I f..k1i"P•-l-l.A"T10f..l, ( LDT '2-(p 01--l q) , . I . .. -- "' J .•· _;z SCALE: 1"=' so· PHASE TWO KEV MAP 29 ALL tDEAS U!::SIGN~ AND ,Q.RRANGE!\IIEN'S INDICATED ON fHFSE DRAWINGS ARE fHE PROPEATY oi: THE LANDSCAPE A,l=ICt•-tlTECT ANO AAE TO BE USED IN CONNEC'flON WITH THIS SPEC1f!IC pi;::io;eCT ONLY AND S►a!ALL NOT SE USEO OTHEAWISE WITl-tOUT THE EXPRESSED CQNSl;.Ni' OF THE: LANDSCAPE ARCHITECT, THERE SHALL BE NO Cl-tANGES OFI DEVIATION FAOM YHE OfiAWtN0$ OR ACCOMPANYING SPEClftCATtONS WITHOUT THE fXFl'AfS$EO CONSENT OF THE LANDSCAP-E ARCHITECT REVIS10'JS l [ F'RO,JECT ARCHITECT --- J. RULE l DATE AUG.89 DRAWN· GN C> iECKED: JR -~~,- 85-..JOB NO .. 119.11 r-----------------'-•"······-·-------------------------------~ CWIMMEF( YAMADA~ c_ASSOCIATES A.S.L.A. environmental planning . master planning . landscape architecture Joseph y yamada 516 FIF ~H AVENUE SAN DIEGO, CALIFORNIA rece•H°"" (619} 232-4004 CARLSBAD AIRPCJ=IT CENTRE PHASE II IRRIGATION PLAN DRAWING NUMBER L-6 SHT OF CT 81-46 241-6L 0 I cf . 1-STAAINEAIFIL TEA. 2-PAES S UAE GAUGE 5-1 CU FT_ (MIN l PEA GAAVEL(TYP) 6-CONCRETE OR BRICK SUPPOATSALLAROUND. ~' ~ ----'------------------~ --------------------------------~--s .. 1-_ -------------~!-.~-___________ ·-.--------------------~~-~/ ____ _ NOTE: EQUIPMENT IS SHOWN DIAGRAM- ATICALl Y INSTALL ALL EQUIPMENT IN THE CONFIGURATION WHICH PERMITS NIPPLE (TYP.) 11-2" MIN CLEARANCE UNDER ALL EQUIP : I _ 1 a&+ _____ i ~---~.i;~ w,,---~_1-1 I ... ----------. -,. ---··------- S EAVICEABILIT)' AND PAOPEA FUNCTION. 12-SEE 5PfCS 0 DRIPRLIER SECTION NO SCALE • f- ----. -------. ---------. . . """] t!:1;~ . ~----- -=-~~ ------ --E:Ml?&IDN fDINT N/_E'.J_\X:l_CAP_t:;_TV_l':'.:'1_N':1_S_;J"M£ 1 Uf'HIL.L --! ---- Of ~A;e, f"e./iL D€-T,AJL.-'e;I CF THIS~, E'f~ J.<JA_Ta: M~ (e,y o-nJefZ&,sEe-0/1...~.J 1 12-OJTU:.T E:-1-1 rrT1::F-f"EIZ ve:JAIL'B' POINT OF CONNECTION. VERIFY EXACT LOCATION / OFTHl0SHroT, (PL,L.,'C;J Z w~ WIOWNER. ----------1 ~1"b,}____ -----------t ?> REDUCED PRESSURE BACKFLOW PREVENTER . ----.. ------.. ·r ---___ 7 /___ WI PRESSURE REGULA TOR AND 'WYE' STRAINER. =---------SET REGULA TOR@ 40 PSI. AVAILABLE STATIC ~ Pl'b---iz-.ie>iJ·nct-1 j1J~ f'E:.f"... rEf.'l3 PRESSURE 11'5 PSI. /RR/GA TION SYSTEM ~9'.)':£.AJ..,E f...Ptt""> FOP:.. MA IN Li l'H':' b VAL'/~ --1 --· --~---+-------·-------, OF THbs.--Eer DESIGNED TO O.Q GPM@ PSI. 8UG CAP P/N 6302 iUSINC STAKE P/N 6185 PVC PIP( E"ITT(R P/N EH-12 ----SCH, 40 PVC FITTING r7 Mc..:vN"""l N!':Af'<-~i:;, M~ ltl P'ev"EBTP-J.--ANI7 ~E:'¥-- ( E:e'.E ~VIL-DFZANINe:r?,) I ' ' I Ii " rl I _J ---------... ---·-------·-·---- NDIE:--: 1HE. FOL..L.0>'-.11'-lt:i Of'Z.IP E!.6<vlf"ME.K"T"" "-ND De.eP f"OC'T" Evee>LE-F!.-S Cl? NOT" APP~ ~ iHE: ~D ON 0H!,,ET 41" J...-B; , ' MUL TI-OUTl..ET EMI I I ER SECTION I B No---f'E:.' NO SCALE ' ~ 1 FJl'-j' !2ffE-J2€.., TD DLWN CATAI..O:cl cl:F. -.. ~PIION MANUFALT~ f1 M0~1t--____ r~ r?E=.TAIL- 1Z. OJ'fl?f ~ rrl'1::'.~ Al'lD EG 01..c:ON !S-11 -1 Z. 16F:H 'e,-L--7 F'"L.CVO e,t.)~~12--IN E I !ZAIN eiro· ½oe, __ _ --~-2-1!\_fcH,____ ,;,;, F!-,C,v'. ~ DeP',JL.., 'O'-L.·I:'> i,,1/THI? flL-~~ 'SA.)..cO r7YeaF·o""15 'A --1.--7 ... ·-· - ./< -~ i<7 'FLA.NTll-h J:>L'!'TAU-'B' '1 OF" : CITY Cf "-A~ c,A.N~ ~IPE.J,..jfJe'.';, M".NLJA,i,.... fC>JZ.. bVE!BL-e:F-~L--. "i"-SSl':SHT, ~-Z'Q R":>r2-PFiP1!2-P.l~Aik'4 6P!S(½, N111l A.. ~L-"crry OF~ 1-1~ !~~ -n~ '' 1 fElz. ~~ ~ rzeL-. DEY~ ~lf2-SMJ3-..trS, ~ ii Q ~ 0 a: a: t I --~ NOTE RFFER TO GENERAL IAAIGATION NOTES, LEGENDS & DETAILS ON SHEET L-a. I . ,~ •O --------------------------------------------------------------------------------.I ro ---------·-·---··--·---'-·----------------~---------·-,-·,----·--------·---~--~-----------·----------------------------~.< ------------ ------ /~~:::-------------- ! I ------====----------------- ._--:.------~--=:.:.:.:_-_~___:-------------------------~-----------------------------__ ------------------.............__ ----------------- E y. <!i~~-----... -----~;_,f ;.j;..--=..,;-~~~---€-------~------~ ~ -----= :3111 ---:_: ---~ ,;_ ___ ~-~-©~~-__ :---A" ---~..©~~ ... ~~~----.;.;., __ ~5 ---PA"LOMA~wT --~;P-;RT·----~~.!'"~~~------~7toi'rT 114• --.!00__~-~-~---i------~ ... ~--1iF' , ~ ---·----- ------------------ I . ------------------~-----=-=--=-=---===--===-~=-~~ 1f;j Environmental Consultants IRRlGATION DESIGN & CONSUL TING SEfWtCES (619) 741-1632 550 I: 10th Ave Ste.$. Escondtdo.Cahlmma 920:?5 All IDEA$ Dl:5•GNS AND ARRANGfMfNl'S INDICATED ON THE$~ DRAWINGS P..F!E THE PROPFRTV OF THE lA.NOSCAPI: ARCHITECT ANO AAE TO 0E USED 11\j CONNECT!OI'. WITH THIS s;~i::Cll"IC P~OJECT ONI_Y A.NQ SHALL ~01 SE USEC OTi.-!ERWtSE Wll'HOVT THE EXPRESSEO CONSENT OF THE lAN0$CAP!:: ARCHITECT THERE SHALL BE NO CHANGES QR Of'VIAYION f'"ROM THI: OAAWINGS OR A.CCOMl->flNYING SPECIFICATIONS WITHOUT THE EXPRESSED CONSENT ()IC" THE LAN:)SCAPE ARCHITECT SCALE: 1" = so· r-R EVI si□N s . --_-_-_----~---_-_-_-_-_-_-_-_-_-~=-=-_-_-_ -_ -_ -_---~~---·-~---,-- OATE: AUG.89 OR/\WN: GN CHECKEO: JR [PROJEC:::T lARcr1TECT J RULE l JOB NO.· WYA+ 85-118,11 CWIMMEI( YAMADA~ c_ASSOCIATES A.S.L.A. environmental planning . master planning . landscape architecture Joseph y yamada CARLSBAD AIRPORT CENTRE PHASE I IRRIGATION PLAN DRAWING' NUMBER L-7' SHT~ CT 81-46 241-6L ' I NOTE: ,v \G,,A-. '"'( ..:J . '5 &r'-.'-. /4/4.- : G,t>.J .. , ' \ ,-- ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE OF 8' FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB LAYOUT IS DIAGRAMMATIC ONLY. eo~ ~- e,JG . ... Erl, "1 :=.: L., ,.J ::<o - HYO, HI).'.. tF-I 1~1G,,ATEP-':'>Ee U --_ 'SI"~ ':t:-CT!OH 2-J I - .,,,,-----=-2. ' __ , ,l>Lf..J _ f"',HO, '□' or 1'.,AL1 V __ 42 __ ")(YL. C.Ot-1. 0 16 -6 eox: . NOTE: PLANT SYMBOLS ~ ALN. RHO. r.t::' ERV. CAF. ~ EUC. CLA. • EUC. FIC. EUC-LEH. JAC. MIM. w KOE. BIP. (a):::::' PIN. ELD. ~ PLA. ACE. 0 PLA. RAC. @ QUE. AGR. r.E QUE. ILE .• ~ MET. EXC. c;)":::: SCH. MOL. ~ EUC. SID. GROUNDCOVER ~ GAZ. 'SUN. ~HEM. HYB. ~LAN. MON • YEL.' SHRUBS AGA. AFR. a ABE. GRA • BOU. BRA. MEL. NES. ECH. FAS. ELE. PUN. ESC. LAE. • NER. OLE. _ NER. OLE. 'DWA.' PHO. SER. u,--::,-PIT. TOB. 'VAR.' PLU. AUR. H.J,Y RAP. IND. 'CLA.' RHU. LAN. TEC. CAP. XYL. CON. :____ ·L!Hl"'." OP i-1'1bi£-Oe>E"e:t::> Aile-A AT ___ _ • D,,i,.YL!G4IT L1tJE . ------------ 1~ <ll) 1-GAL, WY: GAF. e LE.. PUN, _, ____ ~ - J.,...c.,, r-1 I t1 , lo4--Pli: Toe> 'vAlt-' 1 &AL. 5 1 O.C,. 2.'5~ H E:J-1 , +---i'-r'e - 1 &AL.. 21 0,0, 2, 7-t:, -ftAi" lhJD, 1GLA,1 \ &I\L. &' o.c.' -~9: _, .·, > ... J~5f1'{~ -'~ -·~ .. \ . ';'-t:ttr•i-;}' ,; ~=~:::::;;:::£~~ ----·------- PHASE TWO KEY MAP SCALE: /j,U tDEAS. DESIGNS ANO ARRAr-.KlEMENTs INCltC:ATED ON ThESE DRAWINGS ARIE.' THE PROPERTY OF Tl-tE,LAN)SCAP'E ARCHITECT ANO ARE To 8E USED lN CONNEC'Tl()N WITH THIS SPecFIC PROJECT ONLY ANO SHALL NOT BE USED OTHERWISE WfTHOtJT n.e ex.PF!esseo CONsENT OF THE LA.NO-SCAPE ARCHrrEcn·. TI-EFIE SHALL ~ NO CHANGES ~ OEV1ATION FROM TI-1E DRAWINOS M ACCOMPANYING SPECFIC:ATIONS wm-tOUf THE EXP'RESSEO CONSENT Of" TttE LANDSCAPE ARCHITECT REVISIONS (PROJECT ) ARCHITE;CT: J. RULE ,.________ ------~ . ·---·-··-· .. □ATE: llllGJfl DRAWN: IIG, CHECKED: JR JOB NO.: WYAI' 86-119.11 -- CW/MME]{ YAMADA ~ vASSOCIATES A.S.L.A. environmental planning • master planning-. landscape architecture joseph Jl yamada · CARLSBAD AIRPORT -' . . .. ------··--·---·-·- :OENTRE PHASE. II PLANTINµ PLAN.... "' :'44 I . I • . I . I T" 'r" I ...I 1-:z: VJ Lil UJ VJ UJ z • ...I 15 • I-I< . == I • I . ....,, r-"' ,.....___ I DRAWING NUMBER SHT. OF I CT 81-46 241-&L· · . ' T_, I NOTE: ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE OF 8' FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB LAYOUT IS DIAGRAMMATIC ONLY. PLANT SYMBOLS TREES SHRUBS BALN. RHO. 0 AGA. AFR. • ERV. CAF. ... ABE. GRA . BOU. BRA. • EUC. FIC. MEL. NES. 6 E\IC. LEH. ECH. FAS. ~ JAC. MIM. ELE. PUN. KOE. BIP. ESC. LAE. ~ PIN. ELD. OLE. PLA. ACE. NER. OLE. 'DWA.' ~@ PLA. RAC. PHO. SER. QUE. AGR. PIT. TOB. 'VAR.' QUE. ILE. PLU. AUR. . MET. EXC. RAP. IND. 'CLA.' SCH. MOL. RHU. LAN. EUC. SID, TEC. CAP. XYL. CON. GROUNDCOll~B ~~11 GAZ. 'SUN. YEL.' ~ HEM. HYB. ~LAN. MON. -, . ' ~ ---'~ ~ L VJ EL.JG CL.A, r':\ L-5-=&.:._:~-=-~-.--+--===-'-------'=--=--------c---.'-.V ' 0\\ I I I 7 e,o__, -B1ZA. NOhl-, f'lf"l 10"-, -reo-Se E:-sPc.c '3. ,secr,Of-.J· 2.TI 0 ---'--'4--=::=---c--+-'c=.cu=--c=--.-5=---1.0_, _______ ___ 5 GAL lflfl l&A--rE:D-0e:E.. · spec-eo '31:½"'." JD!4 ·2.1 I -..- -z. 0i.4"e,D)( '.2b I G,,<>,.L @ 10 , 0>"\l. _ 37 ___ • PIT, To!::,. 'VAi'!.' 5'o.G. PL.lJ. AL) P,_ \. ' 36 8 BO Het--1 f-lVe, l &t>J...-2-O.e,. . 4,:,, PAP. '\.Ji:J, 'G~ 1&AL ::,' 0.6. -.-.,--■-•-·-·-·-·-·-·-·-··-·-·-·-·-·-·-·-·-·-·-· -·-·-·-·-·-· MATCHLINE SEE SHT. L-1t _ NOTE: PLANT QUANTITIES ARE FOR CONVENIENCE_ ONLY ~ CONTRACTOR TO r,,AKE .HIS OWN COUNT,,_ \. ~ ---.. r-~ __ .~_,,_.,::::-,~;:: ·:"?-~".·~~=·2;;~..... I ;~~ ~-----"3'----l--'-AL-=--'--l_._f'I_H_O_. ____ fci\ I'::> s,.q ___ . v 1.:::-t-lEPl. oL.e. r-"\ 4--------'-'~-t----'-~-------~ 1 &AL. PHASE TWO KEY MAP Al.1. IOE,,llt,S, DESIGNS AND ARRANGEMENTS 1',0tC.ATEO ON "n-tESE DRAV'VtNGS ARE THE PROPE~TY OF THE LANDSCAPE ARCHITECT AND ARE TO BE USl;D N eot...iNECTION wrn-1 THIS SPECIFIC PRO..E.Ci ONLY ANO $HAU. NOT 6E: USl:O OTHERWISE WITHOI.JT THE EXPRESSED CONSENT OF THE LANCISCAPE ARCHfTECT, "tHl::FIE SHAll_ BE NO CHANGES OR DEVIATION FRO/VI THE DFl.AWTNGS OR ACCOt,,1PANY1NG SPECIFICATIONS wt'THOVT l'HE EXPRESSED OOl'slSENT OF THE LANDSCAPE ARCHITECT SCALE: 1 • = 50' REVISIONS (PROJECT ARCHITECT: J. RULE ) DATE:~g DRAWN: SB_ -~ CHECKED: JR .JOB NO.: WYA.; 85-119_11 'WIMMEI( YAMADA &-1 c.ASSOCIATES A.S.L.A. environmental planning . master planning . landscape architecture joseph y yamada ~ . w -~ CARLSBAD AIRPORT 1 CENTRE PHASE -1( ' ' . . .... ·r '.PLANTING PLAN DRAWING NUMBER SHTOF NOTE: PLANT QUANTITIES ARE FOR CONVENIENCE ONLY -CONTRACTOR TO MAKE HIS OWN COUNT. 1 NOTE: ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE OF 8' 1~iG.A-Teb-'6E:e. '5PEC-'c, s::C Tio+-! !2, 11 r-·-·-~-·-·---·-~-·-·-·-·-·-·-·-·-·--· :..32: w z ...J ::c: (J ~ ~ . I . I REVISIONS (PRO..IECT ARCHITECT: 44 --:--'.~I __ ,-~x-· 1-1....::;J'--A_C._M....cl_M_. -·----© 45~, E ){ 10f'I i-.lld' I" LM"t" MA 7' E:l"I IAL---~ A!-J lJ If\ l"l I &A 110 i-.J TO !'2-E:MAI .J z1., XYL. WN, f GAL.. 14-AHLI LAt,,..j . 15 GAL.. 49 .,--~>'~.?~-~r)~x-~l~--P_L __ ~-_-:-~-0-~-·= __ -_~_~_~ __ ~_~0 .. .. 71 t--Jet"i. oi....e, 'PwF:1 _ 0 1------t-------,-~~~-----:-. .. . ! &AL. -. CAMINO 1° KOE, blf', ~ -~' )( ()-:211 Ibo'>' VIDA 36 _. 100 PHO 5E:P,. 10, ~'-:-'--:----t--~'--'---~---\Y 1 (:.AL. • ;4e, -., .. . ,-~ r= ( -'::>Qb) '::lee <c;,~oe:,, ':Jf':C.TI C>N 2,JQ: -- ---.------ DATE: ,AUG. ·_a1, DRAWN: !a CHECKEO:JR 'WIMMEI{ YAMADA ~ c_.A.SSOCIATES A.S.L.A. environmental pl:mning . master planning . landscape architecture joseph J( yamada J. RULE , ) JOB ND.: FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB LAYOUT IS DIAGRAMMATIC ONLY. 7!D.7 Her-t HYB. ~ ...-_ -,-,;,-,-_ -1 G:-,,..,-L:--. --i-----::t"' -o-. e,-.-------~ _, (.,54-LAN. !"-'lol--1. l&AL. 0.G. (;, esc.. ;_,,,._e_ 1 &AL. --------+--'~~~~e 1e,e, OOIJ, BM. !GAL.. ------1---·--·-,------,-Q 05 EiJG-. Pie.,. 15 &AL. ',--,---+.-==-=---'---=--'----'-------0 .. re-LATS &A7-. l~f.Jj;tl'bE; Yel..LOiJ 1 ~ 12 1'0.e,. ~ 41 . 5 G.AL. -------SET B-"'GK LINE: 'CARLSBAD• AIRPORT t..:_...._ . L PLANT SYMBOLS TREES =0 ALN. RHO. ERV. CAF. EUC. CLA. • EUC. FIC. q5 EUC. LEH, JAC. MIM. KOE. BIP. PIN. ELD. PLA. ACE. PLA. RAC. QUE. AGR. QUE. ILE. MET. Exe: SCH. MOL. euc. s10. GROUNDCOYEB ~ GAZ. 'SUN. VEL.' ~HEM. HYB. ~LAN. MON. 5"1 SHRUBS D AGA. AFR. .._ ABE. GRA. BOU. BRA. MEL. NES. ECH. FAS. ELE. PUN. ESC. LAE. 111 NER. OLE. NER. OLE. 'DWA.' PHO. SER. PIT. TOB. 'VAR.' PLU. AUR. """''-RAP. IND. 'CLA.' RHU. LAN. TEC. CAP. XYL. CON. ~--.,........,.._----------, 0 '5 &A-L. I I .• PLANTING PlAN- .,.._.-t.,,.. -' . ... I I I • DRAWING NUMBER SHT. OF , ' . ' -• NOTE: ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE OF 8' 0----=-1_,_4_--+-=E-'--"Jc."""'"'",_C_LA __ , ______________ ~ FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB -5 &AL, LAYOUT IS DIAGRAMMATIC ONLY. I - (!:) --1 I G-Ai..,, ' CJ -se-ei::,t-11x e,5 0 1 bAL-. 0 . l+-t-_£'1t-J __ ,~E_L_b_, _____ ___ '2/t' BOX ----- ~ -2' I R+-l I), I.Ar--!, v _ 2t" eox: @ . -71P -1&AL, HOWGU~le> ...__~lZ-__ +e~c._H_, _F-_,,..,_'<'>_. __ --_-_--_--_---_---CD 5&\-, 1ex1~TIW& AL~-:~p;~~ (+) ""-=----:c_;_-i-_· -+--'TEC. C,A,_P, .... -------:~--EB _ f "'Al.._, __ . ,____ 1 NDU ~5T!'2.: A ~ 0Ti'2-5 E: T 'S:bHT UNc 1--1 p:a,, OL-e. HYD-t11\<'. ~ f 11"1!'\ 16',',,TI!P-6f;E:: ':',PE:OS, '::£CT1oi--J 'Z,I / Ho. ioef'i. / / / I / / ------------ lNOTE: PLANT QUANTITIES ARE FOF.: CONVENIENCE ONLY ' -., - -CONTRACTOR TO MAKE HIS OWN COUNT. ·---....,. ~ HE . WE0, ~ --1 C:,,J,.L . ~ --. eLJG, HAG, 0 -5~l.., 0 5 LA. F:'.AC., 115 &AL.. ,---+-'---7'-------i--~E:_-S~C,_, -=L~A~E;~. -----8 1 &Al, 1510,e,, PLANT SYMBOLS ~ ALN. RHO. ~ ERV. CAF. ~ EUC. CLA. • EUC. FIC. EUC. LEH. JAC. MIM. KOE. BIP. PIN. ELD. PLA. ACE. PLA. RAC. QUE. AGR. QUE. ILE. MET. Exe.' SCH. MOL. EUC. SID. GROUNDCOVER ~ GAZ. 'SUN. YEL.' ~HEM. HYB. ~LAN. MON. ,...-===2,e,=c---,-+--=E::..:Ll::..:c::...:,--=S-'-'I )::)--'-, --,---lo' 5bAL., \.:!__) SHRUBS AGA. AFR. .a. ABE. GRA. BOU. BRA. MEL. NES. ECH. FAS. ELE. PUN. ESC. LAE. • NER. OLE. NER. OLE. 'DWA.' PHO. SER. f'IT. TOB. 'VAR.' PLU. AUR. ''""'""' RAP. IND. 'CLA.' RHU. LAN. TEC. CAP. XYL. CON. 0 ~ I _JJJC. LEH. ~ 30 . ·,. __ --........ &CALE: 1"===·50' PHASE; two l<EY MAA .All IOE:.AS, OESIGNS AND A~RANCl;;Ml;:NTS ll'\IOICATED ON THESE DRAWING$ ARE THE PROPERTY OF THE LANDSCAPE ARCHITECT ANO AAf; TO af! USEO ,~ CONNECTION wrn-1 THIS SPECIFIC PROJECT ONI.Y AND SHALL NOT BE USED OTHERWJSE wrn-fOUT TI-IE EXPRESSED CONSENT OF TI-IE LANOSCAPE ARCHITECT. THERE $HA1.L 8E NO CHANGES OR Oi:VtATION FROM "li-tE DRAWll',k)S OR ACCOMPANYING SPECtf"ICATIONS wm-tOUT THE EXPRESSED CONSENT OF THE LANDSCAPE ARCHITECT REVISIONS DATE: AUG.SI ORAWN: JIG CHECKE□:lJB. [PROJECT ) ARCHITECT: cJ.BULE. --------~ Ill'-JOB NO.: uo:11. 'WIMMEI( YAMADA GP <:ASSOCIATES A.S.L.A. environmental planning • master planning . landscape architecture joseph y. yamada .. .... ~IF''rls! AVENUE SAN Olli:GC, CAUFC)Rt,.,jlA rriAR~sa40· AIReORr: fCEN1RE PHASE H ' - 11:'l:ANJING~UN_ DRAWING NUMBER SHT. OF CT 81-46 241-6L NOTE: ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE OF 8' FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB LAYOUT IS DIAGRAMMATIC ONLY. PLANT SYMBOLS @-· _Z_I _ +---H~E:_L_, _!---l_E_S_. ------~ 1 &AL. 11 ~ye, LEH. 5&AL.-, I ----_ ------- -7 @ 1&AL, =--=-------- TREES 0 ALN. RHO. t-k ERV. CAF. ~ EUC. CLA. • EUC. FIC. !'.I EUC. LEH, JAC. MIM. KOE. BIP. PIN. ELD. PLA. ACE. PLA. RAC. ~ QUE. AGR. QUE. ILE. MET. _EXC. . ~ SCH. MOL. EUC. SID, GROUNDCOVER ~ GAZ. 'SUN. ~HEM. HYB. ~\J LAN. MON. ------1 ----------------------.J ---------- 29 0-• _5_1i_A_L ____ e_u_c_._~_1_0_. ~--- _ NOTE: PLANT _QUANTLTIES ARE FOR CONVENIENCE ONLY _'.".'"_CONTRACTOR TO MAKE HIS OWN COUNT. YEL.' SHRUBS o AGA. AFR. _... ABE. GRA. BOU. BRA. MEL. NES. ECH. FAS. ELE. PUN. ESC. LAE • .,. NER. OLE. NER. OLE. 'DWA.' PHO. SER. PIT. TOB. 'VAR.' PLU. AUR. ....,.~-RAP. IND. 'CLA.' RHU. LAN. TEC. CAP. XVL. CON. --------------- --! 1 Pl-A, ,AC.S., 0 - 1'5' {:,A. I--. H':"':J, Hix, #1 w '5eE;l:),-,f I)(' 11'\l"i l&ATE;i::) -eee ~PeG'o. SeC-TIOf--4 2 I ! ---'--'15 XYL. c.o,...J, @ JGAL.. 7 QLJE-. A&f4i, @ :pt''f;oX: -------------- . 7B __ i:'.iOJ.}, 131""\A_, ____ _ -1 G:,,A.L. -1~-1 ~6:c:1of-J. SCALE: 1·=== so· \ fPJ,tASE If WO KEY ·MAP ALL IDEAS, DESIGNS ANO ARRANGEMENTS INDICATED ON T~ESE DRAWINGS ARE THE ~oi=iEf.l''l'Y OF THE LANDSCAPE: ARCHITECT ANO Ai=IE ro BE USED IN CONNECTION WtTH TI-IIS SPECIFIC PROJECT ONLY ANO $HAl,.L NOT BE USED OTHERWISE WITHOUT THE exPRESSED CONSl.:NT 0/: TME LANDSCAPE ARCHITECT. Tl-!ERE SHALL BE NO CHANGES Of.I O~VIAl'lON ~i:;i()M THe DRAWINGS OR ACCOMPANYiNG SPECIFICATIONS WITHOlJT THE EX:PAESSEO CONSENT OF "l'"He I.ANOSCAPE ARCHITf:CT REVISIONS t--------------------------1 (PROJECT ARCHITECT: .J.RULE ) DATE:AUG.89 DRAWN: _ff CHECKE □:,JR 185-.JOB NO."ft1l:tt_ CW/MME .. ~ YAMADA-~ c_ASSOCIATES A.S.L.A. environmental planning • master planning . landscape architecture joseph )( yamada \ 5..16 flf-'rH AVENUE SAN DtEOO, CAUFOANI.A, TELEPHONE J8jlli-2H,..<M)04 CARLSBAO_AJBJ>ORT~ CENmE.eHASE.Jl PLANDNG PLAN DRAWING NUMBER k13 SHT. OF CT 81-46 241-GL NOTE; ALL SHRUBS TO BE PLANTED A MINIMUM DISTANCE OF 6' ,p...,..,,,... ~ti,"-"10 FROM BACK OF SIDEWALK OR A MINIMUM DISTANCE Of 8' - FROM CURB WHERE NO SIDEWALK OCCURS. SHRUB Jjt,,£,;,:, ·. V<...A.-1-, ~ ... <.L... LAYOUT IS DIAGRAMMATIC ONLY. c,_"'"' ........ <~.,. · Q V"-' C...\Ab \ ~ ~ NOTE: THE DETENTION BASIN AND SLOPES SHALL BE CLEARED OF DEBRIS AND PAMPAS GRASS. EXISTING OAKS TO REMAIN SHALL REQUIRE SOME MINIMUM PRUNING TO REMOVE DAMAGED BRANCHES. BRUSH UNDERNEATH OAKS SHALL BE REMOVED, HOWEVER OAK TREE LEAF LITTER TO REMAIN. Arf\.{ ~ : S:~l.,.~:Ltvf~~~1:"-' C..,'o~. <:..A T,r.OOOJ A,o/tr..+ N,_~ (.....,h,1,,..-J A.,,f...,-+ -p..., K "Tv-" .. :.Q... D, HI>" :d:! 11'11"11&ATeP -<::iee. e.pec..s. SeCT10J..l 2,1 J 0 ·-,:c2:.c.l ---,--t--...!.A'-"W=.'--'-"°'"-H,.,,O::.:., ______ ___,. 15 &Al-, 1e:;,"b)~•. ..... ,_ c. .... ,...,... L ,,,_..., "-,-....., ,_ c_._,...._0-¼,.,,. 8 ·, .. <) b · •. EXISTING PHASE I LANDSCAPE '· 0 \ \ PLANT SYMBQLI TREES =B" ALN. ftHO. ERV. CAF. EUC. CLA. • EUC. FIC. EUC. LEH. JAC. MIM. KOi!. Blf'. PIN. ELD. (I PLA. ACE. 0(';\ PLA. RAC. ~ QUE. AGR. • QUE. ILE. MET. EXC.' SCH. MOL. IHffUII o AOA. .VR. ,.. ABI. OftA. BOU. 8"4'. MEL, NES. l!CH. fAS. ELE. PUN. ESC. LAE. ■ NEIi. OLE. ; NEIi. OLE. 'DWA.' PHO. SER. O<J:2;;: PIT. TOB. 'VAR.' PLU, AUR. RAP. IND. "CLA.' RHU. LAN. TEC, CAP. XVL. CON. NOTE: PLANT QUANTITIES ARE FOR CONVENIENCE ONLY -CONTRACTOR TO MAKE HIS OWN COUNT. {I EtD ~-""'~-+~""-'_u:,""'-'~""-"A:,:._1 ---~ ~,~-"""'---1---'-=ec.ct-1-"-, H:...:"-'-,-"~"-·-· ·_·-_· -----. ~ >2.'0•C, @ 1 G-Al,., 0 . "T 24 0 -57·· '5bAL-. '70 hi E; I", OL-e I/,/ 1)-------/1,P' ell!DJ..J ::::i1Tc.J-1 TyPe 1e,1 Pe.IE'. F?e~LAIE'.. 1 <STAIJPA,i2.b ble.Ai,..IJ..,JG,,, D-715, eiieo,... biTGH HA'E> e>ee~ PE<SIG,,f..!E:D :0 STA"'( OUT OF O~I P L-INE5 N.lo c'l'l'o TIN& QA.~ Tieee,s. co--icieeTe e~~~ i:,1~1PAToie.---- _scALE:.1·-so· __J • I • I • PHASE TWO KEY MAP .&LL IDEAS, OESIONS ANO ARRANGEMENTS INDICATED ON n-iESE D'"WINGS ARE THE PFIOPERTY OF THE LANDSCAPE A~HITECT AND AFtE TO BE USED IN CONNECTION WITH 11-i!S SPECIFtc PROJECT ONLY AND SHAU. NOT BE USED OTHERWISE wtTHOUT THE E}(f'N!D81D O()NSENT OF THE LANDSCAPI! AflW::HITOOT. THERE SHALL Be NO CHANOES QA DEVIATION FROM THE DAAWINOS OA ACCOMPANYING SPECIFICATIONS WITHOUT THE EXF>FIESSED CONSENT OF THE LANDSCAPE AFICHITWOT REVISIONS : [PROJECT ARCHITECT: :.I~ RULE. l DATE:AUG.89 DRAWN: .IIIG CHECKED: illl .JOB NO.::ftt1, 'WIMME.I{. YAMADA ~ c_ASSOCIATES A.S.L.A. environmental planning • master planning . landscape architecture joseph y yamada 1511 FIFTH AI/ENUI!! SAN DIEGO, CALFOPINIA Tl!LEPI l0NI llttl ISl.:'6004 CARLSBAD .!IBP.OB.I. U,NJBE .P'-!ASF II ;PLANTING PLAN 29 DRAWING NUMBER l--14 SHT. OF CT ~1-46 24_1-6L@) ,( j ~ " L ,~j ,. l.i ~ " 0 ~ 21 ~ (~ ~ ?, n 1: :z I~) ,, • • ... :, • ,. 'JI z ,, \; C: i f.i ) -···'-""""-'------ Cl I z G) z C ~ m m :n PALOMAR AIRPORT ROAD --------------- 1 -Z~1 eox -QUE::1'lU6 IL-eX' ('<::£1:'.-, DeTAI L-1'e ...ow) '2o -5 ~L--A&APANTHUS AFP.ll.ANU0 (r'>LUE':.) (ee E: DETAi ... C /L-li,.,>) I 0 .. -----·--t-------+---------------it----------+---------t MEDIAN PLAt{TE:f'.. EN LAAG,e,Hf::NT 1, Al..l--f'U>+-!TINw, Cf' ---rFf,c;":> P+-0 ~l"--Ue6 Sl-{AL.(... e,e.. 11-J~Al,LJ:;.t? Per-, '11-e e,ny er--~ -::ffL-lf'ICATIOt--JS ANP Al"Pl"Ovet? et-( -rHe e,rrv U>-ND<;,.,c;.Ape AJ"--l,Hrn:u,. 2.. f'11-J1SH ~ Of' PJ.A}-..111:;f-,S 51-Ji>..U.... e,e.. zil ,;:,Ec.,D"" 1VI" OF' t---teDIAN f'AYlf.J<.,,. 3. F'LAt,tf11'.JC.., fl1 Fol'\ 24-11 eox 11\E:E:-,e.,,..,...._L-L-ee.. A ✓, ""'--' :-1 ~r--' 0:::. 2. >' CO c...-;-A ,-..., E; :'<---:. , de'.-:-JI 2.. 'f. co,-.. TA i :--iE; 1'1'.-NJO r ri , <:> :=.-e p __,., ._-:-,-G,, ;::J e:-:-· A 1 -Ae-b--..1 e . -- PALOMAR '2° ei:Jt'.Ml-- 1'.:6. Wii~i F" . Mo Scale ---. IND i ,___ -----f(~NEf'- ~- ~' fL.'Ni t-i::e:.-HT Ml _ PLANTING DETAIL •A• CITY OF CARLSBAD AIRPORT --------------===== ---- -----~:) 2.5 or.Je 1L-E.. · Z41 eox ROAD ;~v . ' ,_./r/ ( :; .> , . ., ,.,· i ~ ; I ~l:i I "fi_} J I 7 :~-, PHASE TWO KEY MAP·--~ SCALE: -'U OE.As, OESIGNS Al"«) ARRANGEMENTS INO~ATEO ON 'rl---lESE DRAWING$ ARE YHe PROPERTY OF THE LANCISCA?E ARCHITECT ANO ARE TO BE USED IN CONNECTION \/VlTI-< --➔--s S~CIAC PROJECT OM..Y ANO Sln!ALL NOT SE USED OTHERWISE WffHOUT THE EXPRESSED CONSENT OF THI:; LANDSCAPE AACHITECT, THe:Re SHAU.. BE NO CHAt,,K,ES OR DEV!A.TION FROM THE DAAWINGS OR ACCOMPANYING SPEctACATIJONS 'MiHOVT l"HE El<PRl::SSE:.O CONSENT OF' THE L.ANOSCAPE AACHITECT REVISIONS [PROJECT ARCHITECT: J RULE ) OATE:•AUG. Q9 DRAWN: SG CHECKED:JR .JOB NO.: WYA-# 86-1111 11 CWIMME~ YAMADA ~ c..,ASSOCIATES A.S.L.A. environmental planning -master planning . landscape architecture Joseph Jl yamada. CARLSBAD ARPORT CENTRE PHASE II PLANTING PLAN 1 "=50' I DRAWING NUMBER L-15 SHT. OF r.T 81-46 241-6L , ' en LU w a: I- SYMBOL AU.J f\;to. !;. LJC., C, L-A · EJC-, 1"' IC. e LJG. LEH- 0A.G, !-1 In P, f-... EL-tl PL-1-s AGE. F"-A f'-,,¼:... QL.)e. A0te. so-J. M:7L. ef--Y CAF, )<:'.of:, 61 f', Q.:Je. 1 Le:.. MET Exe... EJC.,. HAC, . ~ --E:JC,, '31.:J. en m ::::, a: :c en a: w > 0 u C z ::, 0 a: C, ABe. Gf\A. f;O.LJ , Bf\A., 1--'eL. t-..1e6. ecf--1. FA<o. eLe. pJ,J e0c.. LAE- f-..lE~ OU::. hie /"i OLE ' t:7"1 F: 1 PHO, 6Efs p L LJ A.Jl"i , r, H J LA!,.l . TEG. CAP, ><YL-COW. P1-. TDe>. ''Af':-.1 ~AP. J,-.jq I G--A. I AbA, AF!"- &AZ. '-si.J.J .YeL' r-1 e '·t 1--l--( e, . LAt--J . rlON , H'(P,MiX HYP-MiX HY;::> Hix HYb r,x -uMP- rl Y D , v! I ',( BOTANICAL NAME J,-LWS Pil-ior-101 F'O L. IA eiJC,:>,J .... YPTLo CLAOOCAL-YX E;-t.,CALYPTJ0 FICIFOL..IA e Li C N.. YPllJ S L E:-f--lr--1,t>--i-J I I JACAf,,>,.NDA Mi-1061 FOLIA Ptf...lLJS E:LDAf'ilCA PLA-TAf.-JiJ5 ACE:6.1 FOL I A,___ PLA TAiJI)<::> P,,t,...eEt-100A Q JI::: r\ CU '5 l>---E::,I"\ I FOL IA SC>--l1r---:u0 "!-".OU-~ .. Ef"iY'1Hi"iit-lA CAPFfv'>.. /"'..oeLPieUTt::f",IA D P11-.Jf.-JATA QJe~c.,LJe ILe'><' MeTl'\001;:JE-!",O '::> ex-ceL-~U':> ELlC.A:... YPT US t-1.AC.Li LA 1A . E UC.AL '(PTU-o 5: Oe,"'.OX"-r";_,at,..J A6Ei-lA G,!"--N-.l;:)iFLDf\A 30 ~ &A:,-JV, L.LE A E:>f'"IA t!-1 L-1 E:i.JS, ".::> Me LAL-e:. uCA NE:.0 o PHI LA EC •foJ M FA<::, TU O'S U M 1:: -AEAb f..J J'S . PUl--lb ew ':;, ESGALLOf.J IA LAe VI':? 1-..;':;:f',•Url O-EANDE:.P1 f..-lePi1lJH OL-E:Af...10!=:f"I (j:J,-IN'I!"') ~'PETITE; l'li--ll<-1,b,/.JD 'PE:Tl:l= '::>ALMON' PHOT1,-.jJA ":oEPil"iLILA"TA Plut-1 B,l\,&O AuPi ;C,i.)LA1A P-.i-1 i..J 0 LA..; C:.. 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M 1 ~ ~ _ ____. _______ __ii..._ ___________________________________ .__ _______________________________ ,_, _____ ...._ _____ __.~------------------------------------------➔ ~() i "lff,E eTAllfe IXli &ALV.NAJL '/.?(4) T~f.E -nEs Ml"11M\JM (z)e -re:~ OF ¥ €,.TAK.6 OTt-1'=:l.6 IVl-'IE.li!'E NEcE-S::.'...,Jl,.Y To 'eUPPOR'T TFi:~. ,C:---.;.ai-•i,niJ, MO.JI<"' -'\---~ f<.WT t>'\I.L. --~~ TYPICAL DOUBLE TREE STAKING 24• BOX- AND LARGER 10.., -~ ~VE'!----;--~ --.... s-....At-,;;:6CA..PE (.(:)~ ;~-•;y...-:._ ::: ~ -...& A ..:, _,1,-._,___ -.,.__(,,, o -,___ ~,.-::..--' $0 -6 = -l-·S '-_.A-QaA ~E: 0 ----..C,J' PO~ C,....,E --S "-A -122 E ::J .:2.A '--S 'r',S -~..., S -..... :':C Ef:bA.2.":' =c,.:;. ':'"., s G,A __ o-. -p_::;::s . GI..O~E-1'2: I ~_.?-(4) Tll.E:~ 71ES MII-JIMUM (z}~a TOP O~ Y 'eiAICE OT1-1E:R.S M-i~R'E-NliC~SAR:-t TO '5Ll~Oi'.11"RE-c. 4~Pf,itr-OP'-,~ii;c, ia--..,c f"IPE-W/"4~ I've. ,,._,_,,-,r,~• G,,._,,,r" -T YP (z) f'I.AC~G "'1..ArtTING-e,_ACIC.F'H .. l- ~,:TIUZ.~ TAPJI....ElS ltOO"i!)ALL P'.OU6r1~ e•o~- "A --~-,; ___ t-c-~--+-,--jH/,,--'c""----:-1 r",.__PL-.M-JTIN<.-&Act=-FtL.L(('-i,IDDU: ,. •.' ·,.. +s•TT'-" l'P<i°"-~ se;mt-.J<.- -;. ili.~1:- -PE-A (;;1<.,0.Vl!L . TYPICAL DOUBLE TREE STAKING 5 AND 15 GALLON /rl"ll~~ cANlit-t!; =u.. J,lo-'-tl---Pl>NllrilS! -=--<=T ~-~a?T~>J....L -"""'15'> 0 LANT1 ,1c, ~rlLL (f'UOPLI:'-I, ~= ~!Ot<;:: TO Z"fl1t'-i6 ~) © SHRUB PLANTING I -~· .:,ee__ ~ -.r1G, ,: l"J..,ANT\rt".:, =,L --Pi.Af.rn!-15 e,.o,,'il,l. FV-;frl H<> ~ Rwn:,,..u.. 1"""-""'<~11,-,,,. ""°"' 'u.. (PUPCU. ( ~ ~O~"ID~ "'""'"'-= ® CONTAINER PLANTING ON SLOPE ....,-.... ---==-=------ t,'LA-ffl1-, Dl~T.Afil-l'-Q'.:-Hl'.l?IJLt '1.<'H-AA'~ ..,.,.,. 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L,..i-,lPf:,c.APt.: Af2GHl-;1:::C..T f"~IOI'"-Tt:> iN0TALl..ATIOf.J, 2-) HYPl"-0"::>E;\:::t:, /,-jOIJ-1~!"-ifub.-TeO Ml'>() TD Ltr-11T C'F-6-¢Ap1i--J&, ~.)ow PL.A}..111,.J(;,, Pl.At--10 PO~ l<¾>UbAJi-JVILLeA ~t-tEiJ0J0 · l'<AN~LY Htv 10Af..l l:71e.&o ~t71 o~~J&e l-clN6/ A.JP' teAJt-Je>ov,.l b,:?LJ:::,I, (<s,H~e, 1Y"'E O..JL..Y) 1) o,.J PLAi-lTl>.l& PLA.J0 fo~ LAiJTAf-.!,A., '5~E,Cle5 12-Ai-..1 Wr--lL Y t-1 I X 1c:Ai'<->-J I v'pJ_.1;' ~IA Ti 0-J'/':'> P'i"'-e:'.A bl t--.:b 0i.J,..i0e T' A>--io , LA~)-..1 t::Jete.-, ':,'; Ohl P..A1.JT1f.J& PLA1J0 foi,e ~ef2.li.Jl-1 OleAt--J~(t:::J\-.J.A..r:cr) /2,Ai.Jt:::c>t 'LY HI',! 1PE:TtiE: Pii-Jk-1 Af.Jt:::> 'PETITE: "':AL:-1or-.l'- :-.)Ot-J PLAN'TIN& fLAN'c:> Ivie. f.JE)"-ti)M OLEAWPE"'--b , I M..JPOYIL.Y r-11>< 1":>i<;,fe,le. )>,(,,,NW ANQ 1Mf<'.0. i(OE. ;.JG,', '"T)AI..L ~ ~Pi=P A,.,!),..11~FZ-Tc-tAN c..,;I NOT ";:z;,,H~U~P ft?P. P!9-/FJ. 0Pf-.11=t-...tf .--irTH1 { ~ ~""1'<& 0 F Fi'O uc.., H ~ p;z.., DI NGo -S hAi-i;-e:,r,;. H--(~Ft'?Pe:D ~ITHAC.O~CPop f°"F-bF- 10 OC.T 1"5", -,:.M~ I F-IZ,l~IOf...i N:u- f--OT e:>E: P"PDv!Dr;W .. N~ ~i:iop ""°>Pf:O? f-..!ILI-eE ~W~ITTE..D r=-o~ c.rrf ,.:..p.:;:-~A.\.- :::>?-iOl2-Tb H'1 P~!i$~ 1---,ltp. bJ r--.bN-iFFl~~ H'(P~~E:-0 c-<(JX'E!? ,jtz -1't4-"<Sr-:A1--.-~I=--~~p ;:,,::,;;i;.::. lb c,c.-r, I 5 ~ . . . . . 0) LANl"AM~"~~~i~~-~~-~e·?,~n=~~~ 0Pf?'L::'.le'.,) -Sf-lAl--l-l!?E.. t:>L.Ai-J-;-IE,.D '5'10,C, I NS~D oi:= --o 1 O,C, .Al,_I,. tOEAS. DESIGNS AND AFtAAr,..,c.EMENTS INDICATED ON Tl--!ESE; DRAWING$ ARE TI-iE. PFIOP!;.~TY U: Tl-IE LANOSCAPE AACt--llTECr ,A.NO ... ~e '1'0 BE. vseo IN CONNECTION WlTH THI$ SPECIFIC PROJECT ONLY AND SHALL NOT BE useo OTHeRWISE WlTHOlJT THE !!)(PRESSED CONSENT OF THe L.ANOSCAPE AACHITEC't. THERE SHALL SE NO CHANGES OFI 0!:VIAYION FROM THe 0F(.Q.Wlf'..IGS oi::i ACCOMPANYING SPECIFICATIONS wrn,,+OUl IHE EXPRESSEO C s~ ..... ~~cn;, t A1!t'cRFfeCr,.....,..\...i.,_...-..,,_ .• ....., ......... ...,,..,-.. ...._ .... ,,.,--... ........... R~VISICJNS DATE: AUG. 89 CW/MME!( YAMADA &? c.,ASSOCIATES A.S.L.A. _CARLSBAD AIRPORT CENTRE PHASE 11 DRAWING NUMBER _/"I\ ! ..._r-r_p, t.!:i:..,/1~l/1t-! ,'.,,-., -j -,, ... t,J1,1 , DRAWN: so CHECKED: JR PLANTING LEGEND & DETAIL SHEET (PROJECT ARCHITECT: J. RULE ) JOB NO.: environmental planning . master planning . landscape architecture Joseph JC yamada 5 1 fl FIFTH AVENUE SAN DIEGO, CALFORNIA TELEPHONE 819 232-4004 L-16 SHT. OF ,.,.,. WYA-,, 85-119.11 CT 81-46 241-6L ~------- --------"'-. ---:-::--. .__ ~ ...... --"- DETAIL NOT USED +----'I'" rep ft"'IV'Te:.D l"IPHl-p:>!""-------c,-.------ ~~tW&,~iJ I 1"7 l.-"TT'-P' --~f1l-l. 1'11),<'. ------ --'-'r--.,__ \.;.~ L,"~., "- ----------'-:--.._____ -4'"1'"-----._ '°"lt;vt i) Qi--------- " ------~~ --. ......... , ..... _ r..-""-, ..... 1'4>f-P<> P'1"'-IN l--1~ -,eµ>f'e. °Tt> P!¥-li-i MIH. 't~-Pl.>-i--l 1--b~ ~IL-<--Kil<"-----._ ....-N'!!'~f>'HIC- 'ro P1~ f-111'11 P~'--T -~- "t'4> 1-'-!Pli>ll:> Ht:>e> ~H Pl~ -f'!-'-HI~, OF Z"i,_ NO -:,c,,,.1 a . C:.,l-<i' E-1--li::> 10 HAT<:-H Fl-Li'bH H/,;,F',•t:,!-Uf.l~ ~ u:>Nt-.l!'.£."T -m ~ ~H bi,. p,;,µc.,HT _ Pi Pe THI'!-~ ,,.,e -oL-ope,, NT""G-H 1fl/,tJ Wll'e-M~ AT fE,-._l\::> oF Plf'l'!.. ~; li-1'b1),J..l..,L-rut1-F ~f..i• 'c'"(e>Tl!-H Pl?-K'i-<U~T- LJ~le> 6-PjlrG,IFICATIDl--¥0, aTURF DRAIN" TREE DRAINAGE SYSTEM FOR TREES 24" BOX OR LARGER //,/,/ s( JI A.,_;, -t.,T +JOT E: ', _ 11-J TH~ E:ve-..iT OF TrE: :.A!--.;:JSCAP~ CO!-.T)'?.AC.Torz i:Jl&"-i,-.;& A t7,..,A--;-;-'t--&-PT ,,-., :'2-0:::,.:'..Y S01L"S :::.1'--i00 Tr\AT Oi<-2At~ ! '? --.OT ~i e,_e -:-hE--.J A Tl"-E:E-Dfl,A<r--1 6"15TErl 10 1-l E:C-E. S'S> AfZ-'( Fo '2. '5 * 6 G,A ~ .... o f-.l T'F-E f:;-S , Qi--------- <!>~'--- ,·< .-.:._ -~ ...... ;..-....... .... _ '2,·,_, ..... 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C.OIWll"""'"'T■CI SOIL @~-c_o_N_C_R_E_T_E_M_o_w_s_T_R_I_P _________ _ Qi------- ALL IDEAS, DESIGNS ANO ARRANGEMENi'S INOtCATED ON TI--1ESE; OAA'MNGS AAe THE; PROPERTY OF THE l..A.NDSCAF'E ARCHITECT ANO AFIE ro 8E USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY ANO SHALL NOT BE useo OTH'E~JSE WITHOUT THE EXPRESSEO CONSENT OF THE LANDSCAPE ARCHITECi', THEFIE SHALL BE i">IO CHANGES 0A ~1llfl"K)N FROM TI-te OAAWlNGS OR ACCOMPANYJN(:i SPEC1i:,c;i,-noNS WJi"HOOi i'H'E EXPRESSED CONSENT OF THE LANOSCAPE ARCHITECT REVISIONS (PROJECT ARCHITECT: ""'81114 J. ijULE l DATE: AUG. 89 DRAWN: SG CHECKED: JR JOB NO.: WVA,._ij6·UJl,.l 1 'WIMME~ YAMADA ~ r_ASSOCIATES A.S.L.A. environmental planning -master planning . landscape architecture Joseph )( yamada 6 1 ti FIFTH AVENUE SAN DIEGO, CAuF'Oi::tNl.4, Iii .2 1 0 1 TEL.EPt;ONE (819) 232·◄00◄ ' CARLSBAD AIRPORT CENTRE PHASE II CONSTRUCTION & PLANTING DETAIL SHEET - DRAWING NUMBER L-17_ SHT. 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N~me;: Carlsbad A1 rport Centre Phase Il WVA# 85-119.11 Date: 10-9-89 SECTION 02810 IRRIGATION GENERAi Riltif.ll. P Oc II M ENT s Drawings and General Provisions of Contra.ct, inclu<11ng Gsnsral and Supplementary Conditions and D1vis1on 1 Sp8cff1cations. apply to woik of th1s sect1on. SC PF f llE. rn The work includes all labOit materials, appliances, tools, equ1pment~ facil it1es, tr-ansportation and services necessary for and 1nc11jental to perform1ng all operatfons 1n connection with furnishfng, delivery. and fnstal lat1on of "Irrfgatfont 11 complete as shown on the Drawings and as spec1fied herein. REL AT.Ell. SECTION s. Earthwork -Section 02200 l<\ndscaping -Sect1on 02900 CllJAI !TY ASSURANCE It 1s the intention of this Spec::i f1c.ation to accompl fsh th@ work of ihstalling ,;1.n automatk irrfgation system, which •will operate In an eff1c1ent and satisfactory manner according to th@ workmanl fke standards establ 1shed for landsc.ape inst al la.tfon and sprfnkl er 1rrigation operation as set forth by the California Lanljscape Contractors Association. The Speci ffcatfon can only indfcate the fntel'lt of the work to be performed rather than a deta11Bd descr1ptfon of the performan~e of the work. It shall be the resporq;fbfl1ty of the Contractor to fnstall said mater1als and equfpment in such a manner that they s.hal 1 op@rate efffciently anQ e11enly and support opt1mum plant growth and health. Tha Landscape Architect and/or his Consultant shall be the sole judge of the true 1ntent of the drawings and spec"! ffcat1ons and of the qu.al 1ty of all mater1a1 s furnished fn performance of the Contract. In the event of any d1 screpanc-f es between the pl an.s and the specification, the final decfsfon as to which shall be fol lowed shall be made by the Landscape Arch ftect and/or his Consultant. The Contractor will be compelled to act an this decision as dfrected. In the event the install atfon 1s contradictory to the di rect1on of the Landsc.ape Architectr the fnstal lat1on shall be rectff1ed by the Contractor at no additiona.7 cost, Any such discrepancies shall be immediately brought to t~e ~ttentfon of the ~andscape Architect by the Contractor. It sh~l l be distinctly unljerstood that no oral statement of 1:ny person 5hall be allowed in any manner to modify any of the Contract provisions. Changes shall Oe made on1y on written authorization of the Landscape Architect -except 1n iJn emergency endangering lffe or property. Make use of all dato11 1n .all of the Contract Documents inc1udfng manufacturer's catalogs and verify the "lhformation on s1te prior to bidding on this work a;nd also at the tfme of insta.11ation. INTENT llf: CONSTRUCTION DRAWING~ Irrigation pipfng .and related equipment are drawn lj"f agrarnmatfcal ly.. Sealed dimensions are approximate only. BiBfore proceeding with work, c;:arefu1ly che<;k .and verify dfmens1ons and imme<:liately not1fy the LanOscape Arch1tect of discrepancies between the drawings or spec1ficat1ons and the actual c::onljftions. Although sizes and loc.atfons of plants and of irrigation equipment are ljrawn to scale wherever possible. it 1$ not w1thfn the scope of the drawings to show all necessary offsets. obstrl.lct"loAs, or s1te conditions. The Contractor shall be responsible to insti;l,11 h1s work in such .a manner thQt it w111 be in conformance to s1te conljitions, complete, ~nd in good workfng order .. Piping and equipment fs to be located •1th1n the designated p1ant1ng areas •here"Ver possible unless spectf1cally defined or dimensioned othen1se. SUBMIUALi Alill. Sl!ll..S.lllllI.I..llJii Upon 15 dijys .after the Contractor has received the Owner's Not1ce to Proceed, the Contra.ctor shall submit to ttie Landscape Architect three (3) typewritten lists of all materials proposed. Along with the manufacturer, model number, cut sheets and so1,1rc::e. No substitut1ons of material or procedures shall be made concerning these documents w1thout the written consent of .an .accepted equivalent by the Lo;l;ndscape Arc:h 1tect. Equipment or materials installed or furnished without prior appr-oval of the Landscape Architect. mcl)' be rejected by the Landscape Architect or owner an<:1 the Contractor shall be required to remove such materials from the site at hfs own expense. Approval of substitution of mater1 al and/or pr-oducts, other-than those specified, shall not r@l ieve the Contractor frorn complying with the reqw1rements of the Contrclct Documents and Spec1 ficat1ons. The Contra.ctor shall be responsible ;,it h1s own expense for all changes by c;1pproved substitutions wh1ch affect other-1tems of his own work and/or the work of other contractors. Samples of the equipment may of the L andseape Architect than that specified. GUARANTEE be requ1 red at the reque~t if the equ1pment 1s other Contractor guarantees a1 l equt pment. mater1 al s, and labor furnished or performed under the Contract (unless furnished by th@ Owner) against defects 1ri Oes1gn, materia1.s and .-orkmanship for a period of one year, unless other-wise specff1ed, from the date of Fina1 Acceptance of work. B • 1 • 8 1 • 9 A. B • C. D • 1 .10 A. 8. C • 1 .11 A. B • 1 .12 A • B. I • l 3 A. e. C • Ne1ther the ffnal cert1f1cate for payment nor any pro..-1s1on fn the Contract Docu11ents shall rel feve the Contractor of respons1b111ty for faulty matet"ia1s or •orkmanshfp. and he sha.1 l remedy any defects due thereto and pay for any damage to other work resulting ther@from which May appei;!.r within a period of one year from the date of F1nal Acceptance of work. fl'.Al,ilNATIQN llE. illl The Contractor shall be held to have ~xamined the project site and to have compared ft with the drawings and specifications, to have carefully examined al 1 of the Contract Documents and to have sat1sf1eid hfmself as to the c;:onditians under wh1ch the work is to be perfor111e<:1 before entering into his Contract for this work. No al 1owance shall ~ubs,equentl y be macie on behalf of the Contractor on account of an error on his part or his negl 1gen!":e or failure to acqua.fnt. himself w1th the <;onditions of the s1te. existing ut11 itY location.s anlj easements, or of the streets or roads approach 1ng the s1te. Submit any questions fn writ1ng prior to commencement of job. PRll.IECTION llE: rn a.till. PROPERTY All materials and equipment shall be stared properly and protect eel as requ1 red by the Contractor. The Contractor shall be entirely responsible for damages or loss by weathsr or other cause to work uhder the Contract. Materials sh~ll b-e furnished 1n i'lmpl e quantit1es a.hd at such time~ a;s to ensure uninterrupted progress of the work. The Contractor sha.l l cont1nuous1 y ma.1'1tafn adequate protection of all hfs work from damage, destructfon, or loss. and shall protect tha Owner's propsrty from damage arising in connect1on w1th this Contract. He shall make good any such damage, destruct1on,. less or 1njury. He shall adequately protect adjacent property as provided by 1aw and the Contract Documents. Prior to excavatioo for frr1gation piping or equ1pment, Contr~ctor shall locate underground utility lines and take proper precautions to avoid damage to such improvemsots. In the event of a conf1 ict between such lfnes and 1rr1gation piping or equipment loc.atfon$, Contr•ctor 5hal l nott fy the 0.-ner' s Representiiltfve and arrangements .-11 l be ma.de for relocation as nece5sary .. The Cohtractor assumes respon~1bil 1ty for making repairs for (jam.ages res.ultfng from 11tork as herein spec 1 ff ed • The Contractor sh,;111 maintain sufficient safeguards, such as ra111ngs, ternporary walks, 1 fght~, etc,; against the occurrence of accidents, 1njur1es or damage to any person or property r@sult1ng from h1:s workr and shall alone be responsible for the sall'le 1f such occurs. E'.R.Qll.ITI.ON llE. .EXLUIIJG. P.L.AliT MATERIAL All exfst1ng plant mater1al to iemafn which ar""3 with1n the project lim1ts sh.all be tagged and 1dentifie-<:I by the Contractor prior to s.t,;1,rt of wor"k. Contractor shall provide the required maintenance. A.1 l existing pl ant material shall bB protBCted at al 1 times from clamage by men i;1,nd equfpment. All m1nor damages to exfst1ng pl ant materfals shall be repaired at the Contractorts expense. Damage to a tree or shrub, wh1ch results 1n death or perlllanent d1sf1guration, shr:dl result in the Contractor'5 complete removal of said tree or shrubr including roots, from ttie s.ite. The Contractor shall replace the pl ant tnoi:\ter1al as e.stab1 ished by the Landscape Archftect with one of equal value at h1s own expense or shall reimburse to the Owner the c:ost of said replacement .. The Landscape Architect shi;1,ll be the sol@ judge of the replacement of any plant material. POINTS .Qf CONNECTION The Contractor '.':ihal 1 ver1fy wfth the Owner the most appropriate location and sourc:::e for the water ftnd electrical po1nt.s of connection. The electrical po1nt of connection shall b~ m.ade by a lfcensed electrical contractor-per go"Vernfng codes. 1.EMPQR6RY UTILITIES All teraporary piping, wfr1ng~ meters. panels and other related appurten~nces required between source of supp1y and point of use shall be provided by the Contractor and coordinated with the Ownsr's Representative. Existfng ut1lfties may be u$ed with the written per11iss1on of the Owner. The Contractor shal 1 meter and pa.y for the furn1sh1ng of all electric1ty and water for h1s uss unless otherwise sti;lted. All water used for consttuct1on purposes shall be separated from the domestic water supply by a back-flow preventer i'lpproved by the L~ndscape Arch 1tsct. CUTTING, PATCHING, JBENCHIN~ AJfll DIGGINGS The Contractcr sh.a.11 do all cutting, fftt1ng. trsnch1ng or patch1ng of his •ork th<;1t 111ay be requ1red to make it.s several parts come together properly and f1t them to receive or be received by work of other" contr<lctors sho•n upon, or reasonably Implied by, the Drawings and Spec1f1cat1ons for the completed project. Contractor shall do a.11 that 1s necessary to accompl 1 sh the joinfng of said several parts 1n a nei'lt and workma.n- 1 fke manner to the satisfact1on of the Owner's Rsp resent at 1 v e. Trench1ng shal 1 bs performed only <luring the perfod when beneficia.l and optimum results may be obtafned .. If the mo1 sture content of the soil shou1 d reach a level that wor-k1ng 1t woullj destroy the soil structure. d1gg1ng and trench1ng operations shall be suspended until the moisture 1 evel is increased or reduced to acceptable levels and the desfred results are likely to be obta1nad. The Contractor shal 1 not endanger any work by cutting, digging or otherwise, and shall not cut or alter the •ork of any other contractor without the consent of the Owner's Representative. 1.14 l.15 l .16 1.17 A. B. l, 18 1.19 A. l .20 A • B • C. D • E. SPECIMEN TREES All specimen trees {24" boK and larger} sh~ll be installed prior to the location of tha 1rrigation system. The layout of the 1rrigation syst~ shall be adjusted to accommodate all specimen trees with the approval of the Owner 1 5 Representative. Uil llE. ffif!U .. il.S. The Contractor shall cooffne his apparatus, the stora.ge Qf materials and the operations of h1s wotkmen to ll11its incl1cate<I by the law, ordinances, or permits and shall not unreasonably encumber the prt.tm1ses with his materf al .s. PERMII.s. AJ:lll. REGULATIONS The Contractor shall g1ve all hot ices and pay all fees necessary for complet1on of work under this contract, and shall obtain and pay for al1 permits, certificat1ons, and licenses (exceot permanent t1asement.s) over all or any part of the work as drawn and spec:::i ff ed _ APPLICABI E CODES AliJl STANDARDS Wherever references art1 made fn the contract to standards Q,(' codes In accordance with whfch work ts to be performed ot test@d. the ed1t1on or revision of the ~tandards and codes curr,ent on the effect1ve date of th1s contract shall apply, unless otherwise oxpres:sly set forth. Un1es,s oth~n•fse specified, reference to 5uch 5ta.ndards or codes is solely for 1mplementat1on of the technical portions of such standards and codes .. In case of confl 1ct afflong any referenced standards or codes or-between any referenced st;;1.ndards and codes and the Specifications. the Landscape Architect shall determine which shall govern. DRAWINGS A.Mll SPECIFICATIONS flI Ili.E ll..llRlS. ilI.E. The Contractor shall keep one copy of all dra•1ngs and specfficatlons on the work sfte, fn good order, ava1lable to the Landscape Architect and to h1.s representat1ves oi:\t the project site. AS-61111 T DRAWINGS The Contractor shal 1 be respons1 bl e for completion of as-built dra,,dngs, and the follow1ng procedure shall be aah ereo tQ, l. Contractor shall ma1ntain a red-lfne as-built blueprint drawing on site at all times during constr-uctfon. and shall update drawing on Frtday of every week. 2. The Contractor .5ha11 not request 1nspect1on of any work installed cootrary to the dra11t1ngs until noted on the red-line as-built dri'lwittgs. 3. Before the final request for payment 1s made and f1na.l approval obt,;1,1nelj, pre-as-bu11t drawings shall be completed. One blueline set of the drawings sh,,,11 b@ de11vered to the Landscape Arch1tect with all as-built inljications and changes noted. marking out all 1tems which are: not "as-built" cond1tton.s;. The dra.w1ng.s sha11 present the final as-built Information clearly. Equipment such a.s valves and backflO'II' preventers shall be referenced and dfmen.sioned from two ffxed points on the s1te, to triangulate the1r location. 4.. After pre~as-bullt drawings have been ~pprovelj by Landscape Ar-ch1tect, Contractor sha1 l obtafn, at his expense, my1a.r transparenc1es of the orfginal dtaw1ngs and transfer the as-buflt 1nformation onto th em. Drafting sh al 1 be of equal quality to the •orking drawings. All as-built 1nd1ca.tfons shall be made on the transparencies by an ex;perienced draft.,.man .. Al 1 as-buflt choi:\nges shall be drafted In blacl< India Ink, All Items which have changed and are not as-butlt shall be bubble/cloud encircled and clearly labeled. 5.. The Contractor '5h,,,ll sign and certi"fy on tha original drawings as to the accuracy of the completed as-built drawings. All damages due to fnaccurate as-built drawings shall be t"epafred w1th1n twenty-four hours after notif1cat1on to the satisfaction of ths Owher and oi:\t no cost to the Owner • CONTROi I ER CHARTS Provide one control 1 er chart for 8ach automatic controller fnstalled. 1. Chart shall be blackline print of actual ".as- bu11t" drawing show1ng the area covered by that controller and reduced to fit in the controller cabinet .. Keep reductfon to max1mum s1ze possible to retain full legibility. ldent1fy the ar-ea of coverage of each remote control valve, using a. d1stinctly different pastel color, drawh over the ent1re p1plng system of area of coverage. Following approval of charts herernet1cally seal chart between two thick pla.stfc $hset. by Consultant layers of 20 m1l. Charts must be completed and approved prior to final wo;1lk-through of 1rrfgation system. The charts shall be affixed to the 1ns1de of the controller cabinet doors using an approve(! m<lsttc or fastening system and in the mafntenanc~ room area. ff any. 1.21 A • B .. C. D • E. P_ART 2 2 .1 A • 8. C. D • 2 .2 A• illi OOSERVATIONS Site observatfons herein specified shall be made by the Landscape Arch1tect or his authorized representative dur1ng office working hours on each of the steps or conditions listed be1 ow. The Contractor or h1s authorized representative shall be on the site at the time of eaeh observation .. The Cohtrr:\ctor w1ll not be permitted to 1n1tl ate the succeeding step of work unttl he has received approval to proceed by the Landscape Archftect.. Itui Contractor shall not1fv t..b..§. Landscaps Ar.~~Ltli~t ~L 4 ~Lt..,, Q~~li[.~atLQU at LIIA~t ~ ~All LU advaoco o..1. 4..ll. observatfoo, All changes and dev1.ations to the plans and ~pec1fications by the Landscape Architect to the Contractor shall be conf1rmed 1n wr1t1ng. The Contractor-shall have sufficient work personnel available during normal working hours to correct dsffc1enc1es fmmedfately upon request of the L;sndscap,a Arch1tect. Such repair or re-work serv1ce5 are to be performed wfthout interference of regular project sch eo u le. S1te Observations will be requ1red for the following parts of the work: 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section. the Owner, Landscape Arch 1tect. ,;1nlj Contractor shal 1- meet for approval of the materials spec1f1ed, equipment, schedule of work ""<I the 1nethod of fnstallation. 2. E.i:l!~~UC.li l!.41D. LLUft Tli"-t-'-Compl et1on of insta.llat1on and testing, prior to b4ckf1111ng. 3. L~tl!i:41 Lia.I! 11!5.t .. Compl et1Qe •nd test1ng, prior to bockflll1ng. 4. Adfustment AllJ1. C&.Yeraav Uil..l AdJu~t and test all installed frr1gation systems prfor to commencement of planting operatfons wtth the tsxcept1on of spec1men tree planting. s. Pre-Mafotenance Observatf'lD...:.. Entire sy~tem shal 1 be completeily 1nstalled and operational. This observi'ltion shoi:\ll be coorlj1nated •1th 1.he pre- maintenance observation cf the pl anting fnstallation. A written "punch" list 1ndfcating all items to be corrected and the beginning date of the maintenance period w111 be sent to the Contractor. This is not final acceptance an<:! does not re1 i eve the Contractor from any of the respohs-fb111t1es 1n the contract documents. 6. E.inAl £1tft ~~5.l!C.~AtL~n llD.~ ~~~~~tllD.~li-'-At the conclusion of the ma.1ntenance per1od a f1na1 5fte observation will be made. The Cootractor sha.11 shmt evidence that the Owner h,e;s received all charts, records. drawings, and extra equipment as rsquired b@fore f1nal acceptanc;:e.. The Contractor sha1l show all correction& made from "punch" 11st. Any ft ems deemed not acceptable shal 1 be reworked and the maintenance period w111 be extended. The Contractor w111 be notified 1n wr1t1ng that the contract work and maintenance per-1od has been accepted or that the matntenance period has been extended to correct a.ny deficiencfvs remafoing. Final acceptance sha11 establ fsh the beginning date for the guarantee period .. Site observatfon of the work shall not rel i evie the Controi:\ctor of the obl fgation to ful f11 l al 1 cond1t1ons of the contract. P80QUGTS MATERIALS All materials shall be of standard, approved and first grade qualfty ,,,nd shall be ne~ and 1n perfect cond1tiOfl when 1nstalled ~nd accepted. The use of a snanufr:\cturer's name and model or catalog number is for the purpose of establishing the sb,ndard of quality and configur.ation des1red only. Othar manufacturer's Bquiprnent may be submitted for approval with wr-1tten approval by the Landscape Architect. Only upon submittal ~nd subsequent written approvo;1l of the m;,terial list sha11 these items be permitted. Changes to hydr,,,ulics brought about by the u$e of other equipment ttHm that specified shall be recalculated by the Contractor and submitted to the Loi:\ndscape Architect for written apprQv~l. Such work shall not be Installed prior to recefpt by the Contractor of the written a.p prov al . Whenever such terms as "in accordance with manufacturerts spec1f1c~t1ons" is used, it shall mean in $tr1ct accordance •1th the manufacturer's pr1ntsd directions. If those directions conflfct with th1s Specf fica.tion, the R1atter sha.11 be brollght to the attention of the Landscape Architect for c:::1oi:\r1f1cation prior to proc::eEl'<fing with work. Approval of any items or substitutions indicates onl:, that the product(s} apparently meet the requiretnents of the Draw1ngs ~nd Specff1cations on the bas1s of the fnformat1on or samples !>ubm1tted. The Contractor shall be responsible for the performance of substituted Items. If the subst1tut1on proves to be unsath,factory, the Contractor shall replace safd 1tem$ w i th th e o r 1 g 1 n al l y s p ec i f i e d i t ems , 1 n cl u d 1 n g al 1 necessary work, -,nd modifications to replace the items, at no cost to the Owner. P.lf.litli M.Alfll.lAL Ind1..-1dual types of pipe .and f1tt1ngs supplied are to be of compatible manufacturer unless other-wise approved. P1pe sizes shown are nom1nal outside diaaeter unless otherwise notelj. f CT 81-46 241-6L --·.. ✓-- , I \ ' :,, I , , ,,:i1'1 ' ' WIMMER•YAMADA ASSOCIATES LandscapE: Architecture Land Planning 516 FIFTH AVENUE SAN DIEGO. CAUFORNIA 92101 6 I 91232-iOOi -- UJ Cl) <( J: a. UJ a: 1-z UJ u l-a: 0 a. a: -<( C <( m Cl) ..J a: <( 0 DESIGN DY DRAW\! BY CHECKED BY PROJECT SCALE DATE AUG.89 JR SG JR 85-119.11 REVISIONS SPECIFICATIONS SI ILET TITIJ. L-18 w I >- LL 0 ~ t;j 6 (.) 0 w (/) (/) w 8: . X b w w f-f- 6 i5 ~ ~ ~ w w (l_ (/) <( u I gi ~ s 0 w 0 I w f- g ts w f-en z f-w 0 (/) z z 0 :::ju .., 0 I W (/) (/) 0 (/) z w .., a:: >-(l_ _, X z w 0 w f-~ u w f- 0 6 rr I (l_ f-g §: -(f) u z ~ Q U) >- (I) <( I~ f-LL I U f-w ~ Bi 6~ G >" ~~ z::;; 00 00 ~ 5i 0 a:: ~ 0 =, ~ gj 2 0 §: f-.., w a:: rr o < w OI z f-<::;; f-0 ~ 8= f-~ 130 ~ ~ W> [l._ w < 0 0 a:: ~ 0 5~ ~~ f-I LL 0 oo r:z a: w w □ (l_ _j 0 ;;;!_ a:: I (l_ (f) w w :r: a: f-w w F' a: < f- (j) u ('.] w z f- §: I <( u rr a: 0 <( WW (/) ~ w u I (J) f-0 z z 0 :s 0 w !;_;; 0 i5 z i'.2 z w ::;; w ('.] z .., a:: a:: <( "' (/) z ('.) (j) w 0 ~ w 0 2.3 2.4 B • C • D. A • B • c. D. A. B. C • D. Brass Pfpe .and f1-tt1ngsi shall be 85:1 red br.a'5S• Amet'ican Na.t1oti."!il Standard Inst1tute (ANSI), Schedule -40 scre•ed p1pe. Fittings sha.1 l be medium brass, screwed 125 pouncl class .. Copper P1p@ a.nd Ffttfngs: Copper p1pe shal 1 be Type K, hard tempered fo accordance •1th ASTM 8 88. Fittings shall be solder type wrought copper for 2-1/2 fnch and ~maller pipe. Cast brass f1tt1ngs shall ba used for pipe over 2-1/2 fnch. Pl ostlc Pipe and F1tt1ngs: l. 2. 3 • A, Al 1 p-1 pe shall be free of bl 1 sters, f ntarnal striations, cracks~ or any other defects or 1mperfect1ons. The pfpe shall b@ continuously and permanently marked w1th the fo11owing information: manufacturer's name or trade mark, s1za .. clas$ and type of pipe pressure rating, qua.11ty control fdentfffcat1ons a.nd d~te of extrusion. Pressure Mainl1ne for control valve: piP,fng upstream of r4:Hllote a. b • C • 4tt d1 ameter p1pe aod larger: Pl asttc R1ng- Tite pipe, shall be ff\a11ufactured r1g1d v1rg1n polyv1nyl chlor1de PVC Class 200. J. M. R1ng~T1te Pipe, Pacific Western or equ.al. 2" through 3" d1,uneter; Plastic p1pe for use with sol11ent weld or threaded fitt1ngs. Shall be manufactursd rigid virgin polyvinyl chlor1de PVC 1220 (Type 1, Grade 2) conforming to ASTM D 1785, Class 315, SDR 13 .5. l-1/2 and smaller; Plastfc pipe for use with solvent weld or threaded fftt1ngs. Sha11 be manuf~ctured rigid, -.1rgin polyvfnyl chloride PVC 1120. {Type lt Grade 2) conforming to ASTM O 1785, Schedule 40. Nan-pressure 1~tera1 11ne for p1p1ng downstream of remote control valves: Plastic pipe for use with solvent weld or threaded f1ttfngs .. Shall be manufactured rigid virgin po1yv1ny1 chlor1de PVC 1220 (Type 1, Grode 2), confor0t1ng to ASTM D 1785, Closs 200, SOR 21. (All 1/2" d1ameter p1pe Class 315). F1ttings and Connections: a. Fittings for 4" diameter pfpe and larger:: The fitting shal 1 be an fntegr~l part of the pips barrel. It sha11 consist of a thickened section which has an expanded bell •1th groove to retain a rubber seal fng r1ng of uniform cross section. b. Fittings for 3" diameter pfpe a.nd smaller shall be plastic: manufactured r1g1d virgin polyvinyl chlor1de PVC 1220, (Type II, Grade 11. conform1ng to ASTM D 2464 or D 2466, Sch. 40,. h fgh impact molded suitable for either solvent weld or threi:\ded connections. as required. E..l.E..f CONNECTION MATERIALS Threaded Connections -Teflon t.ape or approved equivalent, UL l fsted. Sol11ent Weld Connectfons -Primer .and adhes1ve s·olvent shall be type as r@commended by manufacturer of p1pe and fittfngs: 1. All cans of solvents and primers shall have labels intact and shal 1 be stamped with the date and manufacturer. No cans dated over two years old wfll be permitted. 2. No thinning of solvent or primer in any manner will be permitted. Nipple~ and Risflr'!i:: 1. Metallfci Red brass .. standard pipe size. Schedule 40, ASTM 843. Composition: Nominal copper content to be 85 per<::ent (m1n. 83,;, max. 861), nomfnal z1nc content to be 15 percent. Maximum ;;,llowable lea<J and fron content to b@ 0.05 percent each. 2. Plastic: Plastic nipples and risers shi:\ll be manufactured rigid vi rg1n polyv1 nyl chloride PVC. (Type I, Grade I) t conforming to ASTM D 1784 or D 2464, Sch. 80 w1th molded threads. Flexible Sw1ng Assemblies: Flexible swing ~~sembl1e.s sh all consist of Sch. 40, D l 785 fl exlbl e, PVC p1pe of ihdustry standard d1mens1on w1th grey. Sch. 40, twist on pressure compensating, trans1t1on 90° street elbow constructed of Type lt Grade 1 PVC satfsfying ASTM D 2609. 6ACKFLOW e.R.Eil.lil..l..Qli DEVICES Al 1 sprinkl@r irrfgatfon systems that are using wat·er from potabl@ water system shall requ1 re backflow prevention. All backflow prevention devices shal1 be instal leO 1n accordance w1th requ1rements set forth by locc1l codes and the Health DBpartment. 8,1;tckflaw preventer devfcs shall be brass and bronze w1th all bronze er ':itainless steel trfm and all moving parts of non-corros1ve Materfals. All parts shall bB re111011able or replaceable w1thout remov,1;tl of th~ unit f ram th e l 1 n e. Reduce pressure princ1pl e type sh.all be intf'rgral ly fftted w1th a ball valve at both the inlet and outlet po1nts, Sefl frrfgat1on 1egend for manufacturer and model type. FLEXI9LE S~ING ASSEMBLIES: Fl ex ho:sQ 5IH1l l be fl e;,,,:fbl e, PVC hose of standard, IPS d1mensfon, D 1785 as manufactureJ by Dura Plastics Praduct.s, Inc., or equ,1.l. Ho,;g comp~t1ble @11 shall be of the twtst-on, pressur'-1 compgn,;,1tfng type; c:ell clo1s~iffc,1tlon of 1245.4-B. gro1y PVC; compatible •1th standard IF'S df~ension, fl~xible PVC hose and sh.!111 be as manufactured by 0:Jra Plastics Produc:ts. Inc .• or eq ll al 2 .5 2.6 A. B • C. D. E. F • 2. 7 A • B . C. 2.8 A, B. C. 2 .9 A • B. 2 .l 0 B • 2 .ll A• B • 2.12 A • 8 • C • 2 .l 3 A. PRESSLJBE BFGIILAIOR Pressure regulator $hall be a bronze body •1th threaded f1ttlngs and wye strainer equipped with s1llcock. See 1rr1gatfon legend for manufacturer and model type. 6.Al..L. VALVES Th" bol 1 valve shal 1 through flow type an<J presures up to 1S0 psi. be a low ps1-loss, straight shall be suitable for supply The valve body and stem shall be constructed of PVC with a high impact-res1stant ABS handle. The Teflon seals shall be sel f~adjustfng to compensate for wear during the serv1ce 11fe of the v,1;tlve. The valve shall be capable of complete drip-tight shut- off or full open po51t1on w1th 1/4-turn of the "Tn handle. The valve shall have threaded (FNPT) inlet and outlet connectfons. All gate valves located in a valve manifold shall be the same s1ze as the largest valve 1n the man1fold- All gate valves 1n lfne shall be the same size as the p1pe. See irr1gat1on legend fot manufacturer and model type~ CHECK VALYES Sw1ng check valves 2" and smaller shall be manufactured of PVC pla5t1c me1:1t1ng ASTM -,.tandards •1th a work1ng pressure rated I 150 ps1, Buna-N sw1ng gate and 1/2 lb. Minfmum back pressure re,qu1red for complete closure. (FIPT x FIPT). Anti-dri:\in v~lves $h~ll be of heavy-duty 111tg1n PVC construct1on w1th F.I.P. thread Inlet and outlet. Internal parts shal 1 be stainl es5 steel and neoprene. Ant1-dra1n valves shall be field adjustable aga1nst dra.wout from 5 to 40 feet of head. See frrtgatfon legend for m,;\nufacturer and model type. REMOTE CONTROi VAi YES Remote <::ontrol valves shall be electrically ot hydraulically operated, single seat, nor11ally closed configuration, equipped •1th flo• control adju~tment and ca.pab 111 ty for manual operation. Valves shall be actuated by ft normally closed low wattage solenoid 1,1~.ing 24 volt:!.. 50/60 cycle solenoid poiller requirement. Solenoid shall be expaxy enca$ed. A union shall be installed on tha dfscharge end. See irrigation legend for manufacturer and model t,ipe. Valves shall be wired to controllar in sa111e nu11er1cal sequence as fndfca.ted on pl ans. MAii LI.Al. Y..A.1..U.S. Manual val ve5 ,;;hall be straight or rrngl e patter-n globe valves, full opening, key operated w1th replaceable compressfon dfsc and ground jo1nt un1on on the 01scha.rge end. See frrfgat1on legend far manufacturer and model t,ip@. 0.JJ.ICK Clll!ellll. YALU.S. Quick i;oupler valves shall be a one or two p1ece. heavy duty brass construct1on w1th a work1ng pressure of 150 psf with a bu11t 1n flow control ahd a self-clasfng valve. Qu1ck coupler Sholll be equipped w1th locking red brass cap covered w1th durable red thermo plast1c rubt,-er cover. KAy -,.1~e ~ha.11 be compatible with quick coupler and of sa111e manufacturer. See frrfgatfon legend for manufacturer and model type. .s.E.Bll!K..L...EB H EA P S All sprinkler heads shall be as. 1nd1c.ated on the frrigat1on legend. R1ser ri1pples for all sprfnkler heads shall b@ the same s1ze as the rise~ opening 1n the -,.pr1nk1er body and fabricated 1n ~ccordance w1th the deta1ls shown on the p 1 ans • AIJ..Ill.l!A.Il.C CONTROL I ER Automatic <::ontroller shall be electric~ self-contained outdoor type .. @riclosure mounted. 120 11olt, 60 cycle controller., shall be completely automatic and also be able to operate manua1ly. Independent stattons shall be adjustable from up to 24 hours 1n one m1nute increments and the prograMming shall be capabl@ of at l@ast four (4) independent progrolllms w1th .at least three starts per day. Controller sha1l have a master switch which shall be possible to operate ea.ch valve manually~ fndepend@nt of the clock, or any other valve. The controller shal 1 be housed in a sturdy, locking. weather-resistant metal case, furnished as part of the so1ar irrigatio11 power supply unit (see 2.13). See frrig.1;tt1on legend for manufacturer an<J model type. ELECTRICAL CONTROL WIRING lo• Volt age 1. The electr1c.i!!:1 control wire shall b@ d1roct burial Type Uf., No. 14 AWG, sol 1dt single conductort copper wire U .L. approved or larger. ff required to operate system as designed. 2 • Color sh al l wires red. code pilot w1res to each valve. Common ~ire be whfte. All master V.!!.lve or ffll valve to be blue.. All spare wf res to be $Ol id 3. If multfple controllers are b@fng ut111ZBd. and •ire path~ of different controllers cross each other, both common and control w1 res from each contro11er to be of different colors. 4. Control wire connsc:;:t1ons and spl fees shall be made with Rain bf rd Pentite connectors,. or similar dry splice method. Control W1 re Splices: Al lowed only on runs of more than 500 feet. All fn-1 fn~ spl 1c::es sha.11 occur 1n Junct1on boxes meet1ng the same specff1cat1ons as valve boxes (2 .15). B • C. D. 2 .14 A • B • 2.15 2.16 A. 2 .l 7 E..A.!lI. l 3 • l A • B. C • 3 .2 "· B • c. D • E. F • G • Hfgh Voltage l. Shall be of type as required by local codes and ordinances. 2. Shall be of proper s1ze to accommodate naeds of equ1pment ft fs to serve. W1re Markers: Whfte. self-laminating. vinyl- 1mpregna.ted cloth with printed letters ,1;tnd numerals. Legend color: black. 6ackgroi..nd color: white. Minimum df11ens1on of coanplete marker: 3/4" by 1-112•. Mark@rs shall be Inst.a-code PCM series a-,. m,1;tnufactured by Panduit Corp. or ttqual. Tracer W1 resz shal 1 be No. 14 d1 rect burial pl astfc coated copper wires. Wire shall be of color not used to wf re val ve5. YAl YE BOXES MW MATERIAi $ Ya1 ve Boxes; Valve boxes shal 1 be con$tructed of ABS (Acr)"lon1trile Butad1en1:1 Styrene) plast1<::, green in co1or, w1th r1g-fd ba.se and s1des and shall be suppl fed wfth bolt lock cover secured with stainless steel bolts. Cover shall be id&nti fied as shown on pl ~ns. Provide box exten'!iions a-,; r1:1qu1red. For gate valves. dripl ine, end caps and wite ~tub boxes use Carson #910-12. For contr~l valves 3/4N to 2 11 • 1.1se Carson #1419 -13B box. For d1·lp ass.,mb11es use 11419 -138. Install per details. CONCRETE THRUST BL QCKS Size for average safe so11-bea.rfng load of 700 lbs./sq. ft. EQUIPMENT 1..0 llJ FURNISHED 1..0 OWNER As a part of the contract. the Contractor shall supply the fol lowing extra equipment at the conclus1on of the ■aintenanee period. A s1gned rsce1pt by the Owner w111 be raqu1red at the time of f1nal -'CCeptance. 1. Two (2} sets of keys for each automatic controller. 2,. Three (3) sets of special tools required for removing, disassembl1ng and adjusting each type of sprinkler and v.i!!:lve supplied on this project. 3. Four (4) qu1ck ··coupler keys to match rnll:nuf.i!l:cturer type of quick cou~er. INCIDFNTAL M.!IIEBIALS AN.D. EQUIPMENT Furnish all mater1als wh1ch a.re necessary 1ntended. and equipment not spec1 f1ed abo-.e for completion of the work as EXECUTION PREPARATION .\N.O. _5_lI_E BEYifW Contractor shall consult all other spec1f1cation sections to determine the character of work specified elsewhere but the irrigation systEID. relevant extent antJ related to Contractor ':ihall be respon-,.ible for schedu1 ing and coord1nating to facil1tate the most exped1t1ous completion of the project 1n a workmanl1ke manner. 1ncludtng all raqufred 1rr1gat1on util tty connect1ons with other project trades. Contractor shall obta1h all informat1on pertaining to locations of all ex1stfng and proposed util1ties. 11nes, and appurtenances prior to 1rr1gat1on fnstal 1ot1on. LAYOUT AN.D VERIFICATION Locations and draw1ngs are only. Actual work shall necessary and as d1 rected and obta1n comp1ete water d1 a.grammatic a11d approximate be chang@d and adjusted as to meet existing i;ond1tions coverage. Contractor shal 1 stake out locations of all pipe. VGlves# equipment and frrfgation h8ad5 ,1;tnd emitter~ using an approved -,.tak1ng method a.nd maint~1n the staking of the approved layout 1n accordanc:;:e with the drawings. Ver1fy all horizontal and vertica.l site dfmensions prier to ':itak1ng of heads. Oo not exceed spacings sho•n on drawings for any given area. If such ■od1fied spac1ngs demand addftional or less materf al than shown on the drawings, notify the Landscaps Architect before beg1nning any work in the adjacent olrea. Minor changes in loc::at1ons of the above from locations shown '!>hall be 11ad@ as nvcessary to avoid ex1stin9 specime11 tree planting or proposed pip1ng. utilities.. structures. etc, at the Contractor's exp~nse or when d1rected by the Landscape Architect. The Contractor sha,11 be held respons1ble for relocation of any ftem~ without ftrst obtaining the Landscape Archttec::t 1 s approval. Tha Contral;tor shall r@move an<J relocate such ftems at h1s expense 1f so directed by the Landsc~p@ Archftect. Before starting work on 1 rrigation system. carefu1 ly check all grades to determ1n8 that work may safely proceed, keeping w1th1n the spec1 fied material depths. The Contractor shall be aware of the fact that the Drawing., are based on horfzontal d1men5fons. Actual measureraents taken along the slope of a bank wll l differ from those shown Qn the Drawings. Mow curbs and spec1Men trees shall be in plac"' before 1nsta11.atfon of 1 rr-1gat1on system. No f1tt1ngs shall be pavement or walls. If Contractor sh Ql l notify beginning any work. fnstallecl on pfpe underneath such a need should occ1,1r. the the Landsci:\pe Arc:ti it8Ct before All changes sh.al 1 be recorded on the redl ine "as-bu11t" blueprint on Friday of every week. A• B. C. D. E. f. G • 3 .4 A. B • C. D • E • TRENCHING Perform all trenching and excavat1ons as raquired for the installation of the work tncluded und~r th1~ Sectfon, 1nc::luding shoring of earth banks to prevent c~ve-in~. Make trenches for ma.fns, laterals and straight and true to grade and fre@ ':-tones, roots or oth0r material which proper bedd1ng of pipe or •fre. control wt ring of prcttuding would prevent Excavate trenches wide enough to al low a minitaum of 411' between parallel p1pe l 1nes and 8" from lines of other trades. Do not inst.all 1rrigat1on lioes directly p.:,ral l el or vertically over one another. M\\1ntain 3n vertical cle<1.rance between 1rrfgation lin@s. Min1.num transverse ang1e 1s 45 degrees. All pipes shall be capable of being serviced or replaced w1thout disturbing the other pipes. Trenches for pipe lines shall be made of suff1c1ent depth to prov1<:le the mtnimum cover from ffnfshed grade as fol lows: 1. Pressure Main Line: 18" below finish grade and z4n below pavud areas 1h Sch 40 PVC sleeves. 2. Lateral Lines:. 12 .. below f1n1sh grade .and 18" below paved areas in Sch 40 PVC sleeves. 3. Control Wirfng to the sfde of pressure mainline and 24" below paved areas fn Sch 40 PVC sleeves. Trenching w"ithfn "drip 1-fnei' of axfsting tree~ shall only be b')I wr1tten approva1 of the Landscape Arch1tect prior to start of trench1ng operattons. When trenching through areas where 1mported so11 has been spreadt deposit imported sofl on one side of trench and subso11 on opposite stde. Replace 1Mported soil at the top when backfilling trench. Trenches through paved areas sha11 be resurfaced w1th :sa111e mater1 al a5 part of contract. PIPING ASSEMBI Y General~ 1. Inst.all asse111.bl 1 es arid pf pe to confor"1 to respect1ve Deta1ls and 'fljhere shown dfagrammat1cally 011 Drawings,-usfng f1rst class workman'!'ih1p and best standard practices as approved. All f1tt1ngs that are necessary for proper connect1ons such as swing jo1nts. offsets, and reducing bushfngs that a.re not shown on deta11s shall be insta.11ed as necessary and di re..;ted ~s part of the work. 2. Do not 1nstall multiple assemblies on plastfc 11ne'!'i. Provide each assembly with its own out1et. 3, D1electr1c bush1ngs shall be used in aoy connact1ons of dissimilar metal5. Brass Pipe 1. Cut brass pipfng by power hack,;;aw, circular cuttfng machine using an abrasive wheel or hand hacksaw. Cut no p1ping with metal l fc wheel cutter of an)' descr1ption. Ream ancl remove rough edges of burrs before threading so smooth and unobstructed flow is obta1ned w1tho1.1t distortion to threads. 2. Carefully and smoothly place Teflon tape on ma.le: thread only. Tightsn screwed joints w1th tongs or wrench es, caulking is not permitted. Copper P1pe Capper p1pe shall be made w1th sweated solder jofnts. Before jointing, the end of the pipe (to the deptli of the f1ttfng) and the interior of the fitting shall be buffed to a brfght f1n1sh antJ coat@d with solder flux. A continuous solder bead shall show arourid the joint circumference ;\fter so1dsring. Copper p1pe shall be ja1ned to steel galvanize(j pipe llfith a d1electrfc union. Galvani.Led Steel Pipe L. Cut galvanized steel iron pipe by power hacksaw, circular cutting mach1ne U'!'iing an ."lbras1ve wheel. or hand hacksaw. Ream and remove ro1,1gh edges or burrs before thread1ng so smooth and unobstructed flow is obtained wfthout distortion of threads. 2. Carefully and smoothly place Teflon t~pe on ma1e thread only. Tighten screwed joints w1th tongs or wrenches. All threaded pipe connections shall be rnada usfng Teflon tap@ applied to male thread5 on 1 y • 3. Metal to non-metall1c connection shal1 be coupl 1ng$ of tht'I $a1Pe m.ater1 al as the matall ic 1tem or as shown an detail. Pl ast1c P1pe 1. Gasketed Plast1c P1pe, P1pe to p1pe Jo1nts or p1pe to f1tt1ngs shall be made in a,ccordance with manufacturer-is specificatio"s. 2. Solvent Weld or Threaded Plast1c P1pe: •• Instal l.1;ttion of all p1pe and be 1n strict ijCcordance wfth sp@c1 f1cat1ons. f1tt1ngs shal 1 manufacturer's b. Bec::aus@ of the natur@ of plastic p1pe and fittings, ex@rc1se caution in handl 1ng, loading and stor1ng, to avoid damage. All p1pe and ffttfngs shall be stored under cover unt11 used. Any pipe that has been dentB-0 OI"' damaged shall be discarded until damaged sect1on ts cut out and reJo1ned with I I' I ' ! ,:--\ /--,fl I I WIMMER· YAMADA ASSOCIATES Landscap~ Architecture Land Planning 5 I 6 FIFTH AVENUE. SAN DIEGO. CALIFORNIA 92101 6191232-4001 -- UJ U) <:C :c a.. UJ a: 1-z UJ 0 t-a: 0 a. a: -<:C C <:C m ti) ..J a: <:C 0 l)ESIG!\ BY DRAWN BY CHECKED BY JR SG JR PROJECT __ 8_5_-_1_1_9_.1_1 SCALE DATE AUG.89 KEYISIONS .,..._ _____ c-oup-l 1n-g ·---------- 1 SPECIFICATIONS SI IEET TIT!.L i I L-19 CT 81-46 241-6L w I )- ~ )-z w <IJ z 8 0 w <IJ (f) w a: (l_ t---' XU w w )-1- 5 ~ iE ~ 3 w w (l_ (/) <( u 3 <IJ a: 0 w :'t ~ _, 0 w ~ ~ <IJ u.. :::, 0 w )-m z I-:7l ~ ~ :J 0 ~@ (/) (/) 0 <IJ z w <( a: (l_ ::; X z w 0 w )-iE 0 w l-a => [ ~ ~ s: u (/) w z Q_ 0 <1) 1- UJ <( 0 ~ .... I 0 )-w s: g, 15 ~ r:: >-u z w <( z (l_ z ::E ~~ 0 a: wo g; U) w C'.) m z 2~ w a: a: 0 <( w 0 :r: 2 )- <( ::; )-0 u a: w u.. t: ~ ~ 0 a: r:: < <( w > (l_ w < 0 ~ 6 2 UJ 'S w C'.) w :'t iE I u.. u Oo j>_: z C: w Wm (l_ _, 0 _, a: <( (l_ ~ WW I a: )-w ~iE <( )-(/) u C'.) w 2 t: j;: I <( u a: a: 0 <( WW (/) Q_ w ;'S ~ r./J 0 Z 2 0 'S 0 w I-< 0 0 z VJ )-z w ::; w C'.) z <( a: a: <( o<l lfJ z <.:) lfJ w 0 vi <( w 0 _, ;;I_ C • d • e. f • g • h • 1 • 3 • 5 A. B. 3 .6 A • B. C • 0. E • Pipe shall be cut us1ng .approved PVC pipe cutters only. Sawed Joints are d1sallowed. Al l f i el d c u ts sh a l l b a be v el e d to rem o v ~ burrs and excess b~fore gluing. Pipe ends ano fittings shall b8 w1ped w1th MEI< or equal~ before welding $olveot is appl1ed. Welded joints shall be given• m1n1mum of 15 minutes to set before moving or han,jl 1ng. E)(cess solvent on the exterior of the jo1nt shall be w1ped clean 1mmed1otely after assembly. Pl a.st1c to metal connections shal 1 be made with plastic adapters and if nec;es$ary, short (not close) brass threaded-nipples. Connect1on shall be made w1th two (Z) wra.ps of Teflon tape anct hand tfghtened plus one turn w1th a str~p wrench. P1pe shall be asseMbled and we,lded an the $Urface. Cure .all Joints per manufactur@r 1 s recommendations before pla<;:ing into trench. All ja1nts must curs at least 24 hours be!fore p~rmitt1ng water through p1pe. Snake pipe horizontally in trench to allow one (l) foot of expansion and contraction per 100 feat of stratght run. Threaded pipe joints shall be m~d@ usfng t~flon tape. Solvent shall not be used with threaded joints. Pipe sha11 be protected from tool damage during assembly. Al 1 darnaged pipe shall be removed and replaced. Take up threaded joints with l1ght •rench pressure. No close nipples or risers are allowed. Cross connections in piping 1s dis al lowed. j. Center load pipe with small amount of bai:::kffll to prevent arching and sl ipp1ng under pressure. Other than thfs prel imfnarY backf1ll all pipe jo1nts. f1tt1ngs and i:::onnectfons are to remain uncovered until successful completion of hydrostetfc testing and written approval. k. Concrete thrust blocks shal 1 be <;onstru<;ted behind al 1 pipe11',11 di ,am-.iter and 1 a.rger with sufficient bearing to resist the thrust of w<11.ter a.t a.11 changes of d1 rel'.;tion of 45 Oegrees or more. Construct thrust blocks for quic~ c:oupl ers per detail. fl iiSH ING MJ)_ TEST Illli Flush1ng: 1. Openings 1n piping system during fnstal lation are to be capped or plugged to prevent dirt and debr1s from enter1ng pipe and equipment. Remove plug.s when necessary to flush or complete 5ystem. 2. After completfan and prior to the 1nstallat1on of ~ny t@rmini:\l fitt1ng':i~ ths entire pipe 11ne system shall be thoroughly flu.shed to remove dirt. debris or other material. Testing: 1. After flu<:ihing, the following tests shall be conducted in the ssq1.1ence listed b@low. All @ q u 1 pm en t. mater i i!I 1 s and 1 ab or necessary to perform the tests shall be furnished by the Contractor and all tests shall be conducted in the presence of the Architect or Owner's Representat1v4;11. 2. Water pressure tests $ha;l l be performed on al 1 pressure mainlines and lateral 11nes before any couplings. fittings. valves and the 11ke .are concealed. 3. Immediately prior to testing,.. all irr1gat1on lines shall be purged of all entrapped air or debris by adjusting control valves and 1nstal 11ng temporary caps forcing water and debris to be discharged from a single outlet. 4, T.,, .. t ii.ll ll.I:-""-"-"-l:.-" 1D.i1.i11lill-" o t 15 0 p s 1 for • minimum of four (4) hours wfth an allowable loss of 5 ps1. Pressure and gaug@s sha:1 l be-read in psi and cal 1brateO such that accurate deterrninatfon of patent1 a.1 pressure loss can be ascertained. 5 . T-">-t il.11 11<>11=.il.I:-""-a.ll.C.-" ll.iil.-" o t IO O p s I far a min1mum of two (2) hours with an al1owable loss of 5 p s1 . 6. R~-test as requ1red until the system meets the requirements. Any leaks which occur during test perfo<:I w111 be repaired immediately following the test. All pipe shall be re-tested urit11 final written ac,:;:eptance. 7. All materials and inst al la.tion proct:tdure used for Making corrections are to be the sarue as specified herein. E..lll BACKFl.J.~lli!i tilill. (a)MPACIING Irrigation trenches shall be carefully backfilled with material approved for backffl ling and free of rocks and debris one (1) inch fn df ameter and 1 arger .. Under no circumstance is p1pe to rest on concrete, roe k p wood b 1 oc ks or s 1 m 1 l a r it ems • Backf1ll shall be compacted with approved equipment to 90:i maximum density. Fin1sh grade of all trenches shall conform to adj a.cent gr~des w fthout tJ fps or other 1rregu1arities. Dispose of excess sofl or debr1s off sfte at Contractor's expense. Restore all surfaces and rspa1r existing underground installatfons damaged or cut as a result of the excavation to their origin~l condition, :satisfactory to the Owner's Representati¥e. Any sett11ng of backf111 material Our1ng the mafntsnance or warranty p@rfod shall be repaired at the Contractor• s f,!xpensep 1 ncl udi ng any replacement or rep~i r-of soil p lawn. pl ant material or pav1ng surface. Surface dra1nage flows sh~l l be maintained by design. 3 • 7 B • C • D • E. F • G . H • I • lNSTALLAIION OE. ~QUIPMENI Ba,:;:kflow Preventer: l. Install per detafls at l"oca.tfon des1gnated on the plans and with approval of Owner's RepresentativB. 2. All tests .and certfficates requf red for oper~tion shall be performed by the Contractor at this cost. Pressure Regulator: lnstal l as shown on detail a.t locations designi,ited on draw1ngs. Set regulator for-required psi per manufacturer's sp~cificatfons. Ball Va.1veso lnstal l as shown on detail at location.s des1gnated on draw1ngs fn a valve box. Check Valves: Instal 1 '-'t locations necessary to pr1:1vsnt low head run off. Reniote Control and Manual Valves: 1. Inst1111 as shown on detafl a.t locations designated on p1 ans a.nd house each '.'alve 1n ;,in indfvfdual box. Group valves together where practical and locate 1n shrub areas. 2. Valve manifolds and quick coupl1ng valves sha11 be sepa:rata allowing use of a quick coupler with all reaiote control valves shut off. 3.. V.a.lve boxes-Review all box locations with Owner•s Representative prior to installation of valves. In:stal l boxes no farther thi!ln 12" from edge of paving and perpend1cul ar to edge of paving and par al 1 el to ea.ch other. All ow 6" clearance between adjacent boxes. Quick Coupler Valve: 1. Inst.a.11 quick coupler as shown 1n deta11 wfth thrust block and locate where ind1cat1:1d on plans. Place no closer than 12 fnches to adjacent paving. 2. In lawn arsas, such equipment shall be installed 1n a valve box ~et to f1nish grade. Spr1nkl er Hoods. 1. All mafnlines and lat:eral lines, includ1ng r-fsers. shall be flushed ar.d pressure tested bafore install1ng sprinkler heads. after which a water coverage test shall be performt>d. 2. Insta1 l specified sprinkler heads as shown in data1ls at locat1ons shown on the 1'>lans. Adjust layout for ful 1 coverage~ spac1 ng of heads shall not exceed the mi;l.xfmum spacfng recommended b)' the man uf actu r er. Irrigation Controllers: 1. Install as par manufacturer's instructions and/or deta1l, where ind1cted on the plans. Owner's Representa.ti-ve shall approve location before 1n':ital la.t1on. 2. Remote control valves shall be connected to controller in numerical sequence as shown on the p 1 ans. 3. Controller shall be tested with complete electrical connections. 4. Connections to cootrol w1 r1ng shal 1 be made within the pedestal of the controller. All w1re shall follow the pressure main if1sofar as possible. 5. Electrical w1rfng shall be In a r1g1d PVC plastic condutt fron controller to electrical outlet. The Electrical Contractor shall be responsible for 1nstalling all •iring to the controllerp in ordsr to complete this insta1lation. A disconnsct swftch shall be 1ncluded. 6. Ins1de the c:ontroller cabfnet, the 1etter of the coritrol ler as cfesignated on the pl ans, shal 1 be painted on with black or white oil base enamel paint. Wlr1ng: 1. low Voltage a. Control •1 r1ng between controller .and electri,:;:al valves shall be !nstalled in th~ same trench as the ma1nl ine wt1ere practical. The wire shall be bundled and secured to the lower qu,;1,drant of the trench at 10 foot fnter"'(;,,ls w1th plastic electrical tape. b. When the control w1 r1ng ce1nnot be 1nstal led 1n same ma1nl1ne trench it shall be installed a minimum of 18 tnch@s below ffni5h gri;1,de a.nd a bright colored plast1c ribbon with suitable markings shall be installed in th@ trench 6 fnches below grade directly over the wire. c. An expansion loop shall be pravfded every 500 feet in a box and i ns1 <le each valve box. Expansion loop .shall be formed by wrapping wire at least eight (8) time!> around a 3/4" pipe and withdrawing ptpt:t. d. Provide one control wire to servic4;1 each valve in system. e. Prov1de one common wire per controller. f. Run t ... o (2) spare #14-1 wires from controller along entire mainline to last electric remote control valve on 8ach and every leg of m~inltne. Label sp~re wire~ at controller "'nd •f re stub to be located in a. box. g. All control wire splfces not occ;:urriog at control valve shall be installed fn a separate sp11ce valve box. h. Wire markers a.re to 1dentify control wfr@':i from valves to terminal strips of c;:ontrol ler. At the terminal str1p a:iark each wire clearly ind1cting val-ve circu1t numbar. J • K. 3 .8 A. B. 3 .9 3 ,l 0 A. b. 2. H1gh Voltage Wlr1ng for Automatic Controller a. All el ectr1ca1 work sh411 conform to 1 ocal code':'i. ordinances and any authorfties having Jurisdiction .. All high voltage elec:;:trical work to be performed by licensed electr1cian. b.. 120 volt power connection to thB a1.1toma.t1c controller shall be provided b:,-th.,. Contractor unless noted otherwise on plans. Valve Boxes: 1. Inst411 one valve box for each type of valve Installed as per the details. 2 . Gravel suMp shal 1 be insta.1 led all trenches. Final portion pl aced f nsi de va.l ve box after and compacted. after co"1pa.ction of of grijvel shall b6 valve is bac1<.f1llecl 34 Stencil val-ve number and controller letter on undersfde of valve box 11d. Tracer W1re: 1. Tracer wire shall be fnstalled with non-metallic pl ilstic 1 rrigation ma.1 nl ines where ,:;:ontrol 1 er wfres are not burfed in the same trench ~s the .na1nl 1ne. 2. The tracer wire shall be pl aced on the bottom of the trench under the vertical projection of the p1pe w1th spl Iced joints sol de rod ond covered w1th 1nsulatlon type tape. 3 • Tracer w i re sh a 1 l be of ,;1 co 1 or not u s ed for v a 1 v e w1rfng. Terminate wfre f11 a valve box. Provfde enough length of w1re to make a loop and att~ch wfre marker with the designation "tracer wiren. ADJUSTMENT tilill. COVERAGE Ull MJu stment, l. The contractor shal 1 flush sprinkler heads, valves and all ascert,afn that they functfon manufacturer 1 s dQta. •nd adjust ol l other equipment to i!lccord1ng to the 2. Adjust all spr1nkler heads not to overspray onto walks, roadways and butldings when unclar maximum operattng pressure and during tim@s of normal prevo111ng w1nds. 3. All spr1nkler heads shall be set perpenrj1cul•r to ffn1sh grade unless otherwise designated on the plans or deta1ls. Coverage Tes:t; 1. The coverage test shal 1 be performed by the Contractor for the Architect or Own~r•s Representative iilfter a.1 l sprin~l er heaOs have been installed. flushed and adjusted. Each section 1s tested to prov1de uniform i!lnd adequate coverage of the areas serv1ceo. 2. ~ny systMis that require adjustments for full and even coverage shall be done by th@ Contrilctor pr for to f1n.al acceptance at the direction of the Land5cape Architect or o..,ner•s Representative at no addftfona.l cost. Adjustments may also include realignment of pfpes, addit1an of extra. heads. and changes 1n nozzle type or size. 3. A11 unauthorized changes or poor instc1.llat1on practices shall be 1111niedi atel y 1:;:orrected by th@ Contractor at no additfonal cost. 4. The entire systom shall be operat1ng properly w1th written apptoval prior to any planting operations. GLEAN UP Clean-up shall be a continuou':i operation throughout the duration of the work,. Contractor shall be responsible for d1sposing of., off site,.. at no additional expense,.. any trash or debris generated by the insta.llatiori of the work. GENERAL MAINTENANCE ,'\HU Ili£ MAINTENANCE PERIOD G1:1ner4l Maintenance shall begin immediately after installation of 1rrigation system. The general ma1nt.enance and the maintenance periocl shal 1 include the fol lowing: l. On a weekly basfs the Contractor shall keep the 1rr1gation system 1n good running order and make inspections on the entire syste~ for proper op•ratfon and coverage. Repa1r ano cleaning shal1 be done to keep the system 1n ful 1 operation. 2. Records of all timing ch~nges to control va.lvt:ts from 1nitial inst.:Jllation to t1me of final accepta11ce shall be kept and turned ovsr to the Owner at the time of F1nal Acceptanc~. 3. During the last week of the maintenance periodt prov1de equ1pm@nt fa.m.1liari.2:at1on and instruction on the total operations of the system to the personnel who wfll assume respon5ibil ity for running the irrigation system. 4'. At the end of the maint1:1nance perfod. turn over all operations logs, man1,1al s, instructions. schedules, keys and any other aquipment necessary for operation of the irriga.t1on system to the representative of the Owner who will assume responsib111ty for the operations and maintenance of the irrigation systa111. The mafntenance period for the 1 rrigation system sh~l 1 coinc1de with the 90 day maintenance per1od for the landscape plant materials. • * • • • PRODUCTS Afr Rele4$8/V•cuum Br~~ker Valve PURCHASE SPECIFICATIONS fhQ valve shilll 1 con5f5;t of a body and cover of ca.&.t trori .-1th tnter■nAl l)Grts made from .sta1nle.ss steel. dl8trin and nttrtls rubber. All p.Brts -!Ire accessible .-tthout removal from tlie liru,. thE:1 1,1nft sh.an be fdentHiii!d as Model 33 and m21n1,1factured by C1a- V.al Cc., Newport Beach, Calffarni.'!. PA.BI l I . l l .2 1 .3 l.4 l.S l • 6 l.7 l.8 l • 9 1 . lo A • B • A. B • A, 8 • C. A, B • C • A. B • C • G..Eli.E.B.AL SECTION 02900 L ANOS CAP ING B.EJ..Ali.Q D OCII MF NT .S. Drawings and Genera1 Provfs1ons of Contract, including General and Supplementary Cond1tio"s a.nd Division l Spec1 fica.tions. apply to work of this sect1on. SC OP E .0( U&. The work 1ncludes all labor, inater1.i:\ls,.. app11a.nce$,.. tools, equipment. facilities, trans1-•ortation and service-':'i necessary for and incidantal to perform1hg all operations in connection with furnishing. deltvery, and installation of "landscap1ng,.." complete as shown on the Dri!lwings and as specified herein. REI ATE□ SECII DNS Earthwork -Section 02200 Irrigation Systens -Sect1on 02810 DEFINITIONS .0( IERMS "Pl anting Area" sha.l l mean ,;111 areas to be sodded, planted with tree.s, shrubs, grot.1ndcovers. YERJFICATION OE .El(!SIING c.mtJ)ITIONS seeded, and/or All sea.led dimensions on the dr-~lifings are approximate. Before proceedfng '1111th any work, the Contractor Shclll c.i:\reful1y c;:heck and ver1fy all dimens1ons, quant1tfes, and gra.de elevat1ons, and shall immediijtely 1nform the Landscape Arch ftect of any d fscrepa.nci es. Pr1or to the excavat1on for pl aot1 ng or placing of plant materials. the Contractor shall verify the location of all underground ut111ty lines and other iraprovements, and take proper precaut1ons to avofd damage to such improveaents. In the event of conflict between such improvements and plant locattons. tha Contractor shall notify the Owner's Representati-ve. and arrange1111ents will be made for relocation as necessary. Fa1lure to fol low th1s procedure pl aces upon the Contr,:i,ctor the re-sponsibf11ty for mak1ng any a.nd a.11 repairs for da111'-'ga resulting from work as herein spec1fied at his own expense. SIIBMIJTALS ANQ SI.IBSTITUTIONS 15 days after the Contractor has rsceived the owner',s Notice to Proceed, the Contr~tor shal 1 submit to the Landscape Architect three {3) typewritten l ist5 of all mater1als proposed w1th quantities, s1ze,.. qual fty and $OUrc:e. Actual samples of the soil amendments shall be subm1tted to the Landscape Ar-ch1tect along with the product speci ffcat1ons, 1 f requested by the Landsc;:ipe Architect at submtttal tt .. e. Substitutfons for the indicated materials will only be perm1tted provided the substitute materials are approved fn wr1t1ng,.. fn advance. by the Landscape Architect and the Q\ljnar. All substitute materials Shijll conform to the require111ents of these Spec1f1cations. If accepted substitute materials are of less value than tho5.e indicated or specified~ the contrilct price wn 1 be adjusted in accordi:1-nc:@ 11ith the prov1s1ons of the Contracte E..L.A.111 ~AT ERIAI a IIANTITX Ouantit1es for plant materials are shown per pla.n for convenience only and not guaranteed. Contractor-sha.11 m.a.ke his o•n plant count and notffy Landscape Archit&et at the time of bidding of ~ny d1screp.i;!nciss. G!iARAt/IEES tilill. REPl ACEMENTS All plant material 24" box size and larger shall be guaranteed to live and grow in healthy cond1tfon during the contract period, mafntenance period and for 1 year from the date of final acceptance. The Contractor shall not be held responsible for failure due to negl ec;:t by Owner, V'-'ndal ism. etc. during the guarantee period. Report such condftions to the Owner 1 s Repres@ntative 1n wr1t1ng. All pl ant mater1al guaranteed to 11ve condition for a acceptance of work smaller than 24" box size shall be and grow in vigorous hei;1,lthy upright minimum of 90 days after final (excluding seasonal color). Repl ac@ment: Al 1 plants not healthy and 1n a vigorous growing condition as determined by the Owner's Repres8ntat1ve shall be replaced immedfately. Plants used for replacement shall be the same k1nd and size as specf fted in the pl ant 11st, They shall be furnished. planted and fertf11zed as orfginal ly spec;:fffed at no cost to Owner. PROTECTION OE EXISTING IMPROVEMENTS Ouring the construction and maintenance period,.. the Contractor sh.al 1 take every precaution to protect and avo1d dama.ge to sprinkler heads. 1rrfgatfon lines. dra1nage line5, existing unQerground fac11ities, pa.'l'fng. structures, fixtures~ ahd existing plant1ngs. The Contractor shall be held responsible for any and al 1 cj,;1mage to such improvements and shall coMpl etel y repair or replace the same at no cost to the Owner. PROTECTION .OE EXISTING Pl ANT MATERIAi It is the intent of the project that certa1n of the existing plant mater1a.ls shall be retainecl. Pr1or to clearing and grubbfng, the Contractor shall confer w1th the Landscijpe Architect to determine those pl ants that are to remain. All existing plants which are to remain ih the project ~h,i;\11 be tagged and identified by the Contractor prior to start of work. Contractor shall provide maintenance for existing ~atsr1al Our1ng construction. Dam4;1ge to a plant which results in death or permanent disfig1,1ration shall result in the complete removal of the plant, including roots from the site by the Contractor. The Contractor at his own expense shall replace the plant •fth one of equal value as established by th1,1 Landscape Arch1tect or re1mburse the Owner the cost of said r@pl ac@m8nt if ij repl a.cement cannot be obtained. Th@ Landscape Architect shall be the sole judge of the replacement of the plant. CT 81-46 241-6L WIMMER•YAMADA ASSOCIATES Landscape Architecture L.nd Planning 516 FIFTH AVENUE SAN DIEGO. CALIFORNIA 9210 I 619/232-1001 -- UJ en <( ::c D.. w a: 1-z w 0 I- ~ a: -<( C <( ca en ..J a: <( 0 DESIGN BY JR DRAWN flY SG CHECKED BY JR PROJECT 85-119.11 SC1\LE DATE AUG.89 REVISIONS SPECIFICATIONS SHEET TIT! .E w I f- LL 0 f-z w (/) z 0 0 0 LJ.J (/) (/) w a: Q ...; X 0 LJ.J w f-f-:::, 5: 0 O I cc r <( ~ w w Q_ (/) <( 0 '): (/) er o w z i': :s 0 LJ.J 0 I LJ.J f-(/) u.. :::, 0 w f- a, in f-(/) 0 z z 0 --' 0 .e 0 I w (/) (/) 0 ~ :ii (( CJ._ ~ X z w 0 w f-i': V w f--, ::::, 0 0 a: I CJ._ f- <,) 3; LL ~ ~ (fJ ~ (/) 0 i': LL I 0 t:: w 5' f), z ('.) 0 z j::: >= 0 Z w <( z o_ z :, 0 0 0 (_) z (_) "' o rr LJ.J 0 (/) ::::, (/) w ('.) m z 3; i2 "' w rr er o "' w 0 I z I-., ::;, f-0 0 a; w u.. f-(/) j'Z oO ~ ~ w;;: 0.. w <( 0 ~ i5 z (/) :s ~ wz I « f-I LL 0 Do >-z 5: w w OJ aj a: ~ Q_ (/) w w I er f-w ~ ~ ~~ ~~ ,:C I "' ~ 6 <( w LJ.J (/) 0.. w <( IV f-~ 15 :s 0 w I-<( g 0 ~ lfJ f-z LJ.J :, w ('.) z .., er (( .., "' ~ ('.) <I) w 0 '4 w 0 --' _, .., 1.11 1.12 D • f. F. A. B • C. D. A• B. c. D. All exfst1ng plant material that ara to remain shall be protected ~t ~11 time~ from damage by men nnd equipment. A11 lja,mage by the Contr~ctor to exfst1ng plants shal 1 b4;11 rap.,,1red at h1s expense by personne1 approved by the Landscape Architect. The Contractor shall insure that no foreign material and/or 11qu1d. such as paint. concrete. cement. 017, turpentine, ac1d or the like, be deposfted or allowed to be Oepos1ted on any so11 wfthfn the drfpl fne {the outside edge of foliage overhang) of any plant m~terfal or w1th1n 6' of the trunk of a. v1ni,,. Should any such poisoning of the !i>Oil occt,lrr the Contractor shall remove said so11 a~ directed by the Owner's Representat1ve and replace 1t w1th acceptable soil a.t no expense to th@ Owner. Wher-e 1t 15 necess~ry to excavate in close proxf111fty to exfsting plant materfal, all possible caution shall be exerctsed to avo1d injury to roots and trunk. Excavation close to trees shall be by handt tunnel1ng under roots 2tt ~nd larger tn diameter. Cutting of roots 2n and larger shall be only on the approvi;il of the Landscap~ Architect. Paint ~ut roots within 24 hours of tntti al damage with approved prun1ng paint. when thfs is not poss1ble, keep the side of exca.va.t1on adjacent to tree shaded wfth moist burlap or canvas. DELIVERING ,\lW INVOICING Qf. MATERIALS The Contractor shall notify the Landscape Architect in a.dv.:ince when all materials are to be delivered to the site and the manner of sh f pment of the material fn each delivery. in order to ensure sat1~faetory coordination of de1ivery. and to exped1te the required inspectic;,'1 at the point of delivery. The del1very of the materia1 shall include invoices certifying that subject mater1 al has been inspected as requ1 red by the State Agricultural Code prior to acceptance or insta11at1on. Particular care, us1ng approved equipment. shall be ex@rcised to ensure safe loading, un1o<llj1ng, sh1pp1ng and hand11 ng for al 1 ma.ter1 al from source to in p1 .ace 1ocat1on$ 1ndh;;at@lj on the dr1n11ng$ • Ttie Contr.ai<::tor shall furnish the Landscape Architect with three (3) copies of signed. legible certtffcates. and/or 1nvoices stating the quality and q1.iantfty of all items herein specffiei;I at t1me of delivery. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE ()INER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT, Upon delivery of materials and/or completion of al1 soil amenclfng a.nd grading, but prfor to 1nitlcting planting operations, the Landscape Architect with the heretofore specified s1gned cop1es of required certificates, trip slips and Invoices for soil preparation materials, shall invoice such materi.a,l, comparing the total q1,1antfties of each mater1al furnished against the total area to each operat1on. If the m1n1mwm rates of appl 1catfan have not been met, the Landsc<;1pe Architect will require thiiii' dhotribution of additional quantities of these materfals to fulfill the tn1nimum appl fcation requirements specified. After 1nstallatfon of pl.a,nt materials, but pr1or to the prema1ntena.nce site observation, the Landscape Arch ftect, with the heretofore specif fed signed copi@s. of the required certffkates and rel.ated ftems, shall Invoice s1,1ch material, compar1ng the tota1 area and/or the a.mounts spec1fied. If the minimum amounts have not been furnished, the Landscape Arch 1tect wfl l requ1 re the 1nstallatfon of additional materials to fulfill the m1n1rnum requ1rements -:.peciffed. illl. OBSERVALI..Otl.S. S1t@ observat1ons herein spec1f1ed shall be ma.de by the Land.scape Architect during office working hours on each of the steps or ct"lnd1tions. 11sted below. The Contractor or h1s authorized representative shall be on the sftei at the time of each observi'ltion. The Contractor will hot be permitted ta initiate the succeeQf ng step of work until he has received approv.21 to proceed by the Land5cape Arch1tect. I.h...e. c_g_o__tractot -,n~11 o.~tif~ in~ l~u~.,~~~~ Ac~nit~~i ~f ~ ~ii~ Q.il..Servat1an ll. least thtee ill &:J....a..u 111 -4.dvaoce Qi .a.n observation. All changes and Qevfations to the plans and speciffcations by the Lands~ap~ Architect to the Contractor shall b1:t confirmed in Wr1t1ng, The Contractor shi;1.l l have 5ufffc1 e,it work personnel avail able during normal working hours to correct O'ef1clencfes 1mmedlately upon request of the LanOscape Architect. Such repair or re-11tork services are to !;le p@rfor-meO' w1thout 1 nterference of reg1.1l ar project schedule. Site Observ<:1.tions ,dl l be required for the fol lowing parts of work; t. 2 • 3 • 4 • f'.l".l>=.C.Oll.-,tcu.J:.ti.o.o. M.e..eti~ l mm e d i at e 1 y p r i o r to the commencement of work of this section,. the Owner, Landscape Archit~t ancl Contractor shall meet on the <lpproval of the materials specified, equipment, schedule of work anQ the method of insta.l latfon. Layout. Q.f. Spec1men luft.S...l. When trees are spotted in place for pl~nting, but before plant1ng holes are exc:i:lvated. I n c o r p o r a t.i.o.n Q.f 5.<>.ll Am..en<l.m..en!;.:;. 1.o.l~ :t..llJ: 5.<>.il.:. Spec1fied soil amendments are for bidding purposes only. A final soil test performed by a l1cen,;;,ed laboratory shall be submitted c1nd pa1d for by the Contractor for a.grfcult1.1ral su1tabil1ty recommendations and approved by the Landsc.ape Arc:hitect before p1anting proceecls, E1n1sb G..r.4..0.W bJl..d. Approval Ill P]i!lot Matwr1al; Upon the comp1etion of soil amending, the finish grading and mow curb layouts in the field will be approved pr for to mow curb fnstal lotfon. Shrub and Tree: Sample':i~ thret.i (3) each of all var1~t1es and sfzes (shrubs 5-gal lon anQ under, tree$ 15- g al 1 on and under) shall be submitted for approved at the :51te a m1nfmum of f1 fteen d;;iys prtc-r to pl~nting operations for qualfty,. size and variety. Approved samples shall remafn on the site an<;! s/1.al l be m~1ntalned by the Contractor .as standards of comparison for pl ant materials to be furnished. 5, lal'.Q.li.t Qi f'.lao.t !Hii:tr:.i"lli.:. When mater1 al is spotted 1n placs for ~lant1ngr b~t prior ta excavation of planting holes. 1 .13 2 .0 2. l 2.2 E • A • B. C. A• B. C. D • E • f • 6. Pre-Ho1otftDOO~ Ob:aerxat1on; When pl a.nting a.n<I «11 specified 'lfOrk has been installed and conipleted. A written •punc:h 11 lfst indicating .Q11 1tem5 to be Ct"lrrected and the beginning date of the mafnteoance period will be sent to the Contractor. This observation is not th& ffnal acceptance and does not relieve the Contractor from any of the responsibilities in the contract documents. 7. [io.~1 ~ii,:, D~:;_~r:.~~ti~n "nd A~~~~iao.~i:t.:. At the conc,;;lusion of the maintenance perfod a. fin.al s1te observa.t1on will ba f!lade. The Contractor shall snow all corrections made from 11 punch 11 l 1st. An:, items de8med not ~cceptable shall be reworkecl and the 11aintenance per 1od •111 be extended. The Contractor will be notified 1n writing that the contract work and ma1ntsn~nce period has been accepted or that the maintenance period has been extended to correct any def1cfenc1es remaining. F1nal acc'.:eptance sha.11 establ fsh the beginning date for the g~arantae per1od. Site obSi8rvat1ons of the W(')rk shall not relieve the Contractor of the obligation ta fulf111 all conditions of the contract. !i.U.$PENSION .o£. lfJl.BK. The Landscape Architect shal 1 recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsuitable weathsr, or such other condftfon.s as are consfdered l.lOfaviorable for the reasonable performance of the work, or for such t1me as is n111cessary due to the failure on the part of the Contractor to carry out orders given or to perform any or a11 provisions of the contract. .. If ft should b@come necessary to $top work for an fndefin1te period, the Contractor shall store <lll wiater1als fn such a manner that they wfl l not become an obstruction nor become damaged fn any way, and he shall take every precaution to pre¥ent damage or deter1orat1oo of the work performed. The Contractor sh a 1 l co v er 41 l open ex c <l ¥at i on s and sh a. l 1 p r o v i de suttablt:1 drainage by opening d-ftche~, pla.nting pits, etco# and er-H<;:t temporary structures where necessan•. GraQ1ng, so1l pr1:,1p,1rat1on, and planting work sha11 be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the so11 shc;,uld reach ,;1 1 evel that working it would destroy the soil stru<;:ture, spreading,. grad1 ng and t1lling operations shall be suspended until the 11101sture content reaches accepteble-levels and the desired results are attainable. PRODUCT~ OllAI nx All materials shall be of standa.rd, approved, and first grade quo1l ity and shall be in prime conditfon when installed and accepted. All commercially processed and/or packaged materials $hall be delivered to the s1te in the or1g1nal unopened contafners bearing the manufacturer's guaranteed analysts. SJUJ.. AMENDMENT Atl.Cl FERTILIZER Soll .amendment shal1 be a product that aids the structure of the soil cons1stfng of rapidly decaying. slowly decaying and non~de1.;;a.ying material. The rate of decornpos1t1on of th1s amendment fs very 1mportant. WT./CU./YO. + 5601-8201. N1trogen (organ1c o 3 ammon1c) 0.51 pH (le» than) 6.8. Salinity {EC0 x 10 at 25° C) = 2 .5. Ash content not to exceed 101. Iron (Fe} expressed as metallic 0.081. Organic matter 85:1 • A non-ionic wetting ~g@nt should be used. Properttes; Screen analysis: I retained on stacked screens l mBsh + 0.2% 5 mesh + 36 ,6% 8 mesh + 25.7% 12 mesh + 30 .71 32 mesh + 5 .9S Remainder 0.9%. The commercial gra.de product used shall be W11 Gro Life, Loam<iil::i,:, or Forest Hu11us. If none of these products are avafl able, then an equal may be useQ. Agrkultural Grads Gyp">ulll -Shall be a (Ca S04 -H20> c..1lcium sulfate product -94.3J. 90S sh.all pass a. 50 mesh screen. Control of dust during appl 1<::at1on is mandatory. The c:t'".lmmercf al grade product used shall be U.S. gypsum, Sof'N'Sofl, or Dolmar. If non~ of these products are ava.11.a.ble. then an equa1 may be used. Sulphur (soil) -shall be elemental Sulphur (99.Si) comm er c f al l y man u fact u red so th at a pure Sul p h u r product fs used. Sulphur 1s a constftuent of three amtno acids (cystfos, mBth1onne and cystein8) and is essential for protein synthesis, The Sulphur used sh<ll 1 be 99 .S!ti el ernenta.l. s lz:fng on ,;;,tacked screen shall be approx1matel y; 8 mesh 4 .3%; 20 me.sh 7 .8%; 50 m~sh 46 .91; 100 mash 39 .3~; 200 mesh 1.71. The commercial grade product used shall be Wfl-Gro; Union Chemicals or Baker Industries. If none of these products .are available th>in an equal may be used. Chelated Gra.n1.il<lr Iron Sulf<lte shal1 be Iron (expressed as elemental) 10.01. The source of Iron shall be from a metal salt wh1c:;:h h• c:;:0111p1ex@Q w1th Polyf1avoriofd. Ele.nental Sulfur is converted 1nto Sulfite and Sulfate forms before comb1n1ng 1nto the Polyflavonoid Complex. Product shall contain 4.S ammoniacal Nitrogen; lOS Sulfur 4 10% Iron. Pre-plant Starter Fertilizer (l-10-10) analysfs~sha.71 be a commercial grade flowabl~ fertilizer with a IS Nitrogen analysis;: 101 Phosphorous Pentox1de and lOS Potassium Sulfate. No Potassium Chloride is to be used. Orga,gfc Nitrogen shall be from Cotton':ieed Meal & Urea. Phosphorous from Superphospate & Cottonseed Heal. Potassium (Potash) from Sulfate of Potash & Cottonseed Meal. Screen Analysis -741 to be retained on a. 20 mesh screen. 01 to pass a. 4 mesh s~reen & 21 to pass a 48 mesh screen. The com me ref al grade procluct used shall be W11-Gro; Ba:nd1nf or Kellogg. If none of these products are aYa11 able then an equal may be used. Pr1lled post fert111zer (14-7-3) for maintenance -all areas, A rna1ntena:nce fert11 izer shall be usecl that 1s granular and homogeneou$. Iron and Zinc sha.11 be in cheli:1-ted form and sizing of granules during manufacture is ver)' important. A regular maiintenance program us1ng this product for at least the first year fs recommended. The homogeneous. fertil 12.er grainul es used sha11 contain <l fertilizer analysis of 14-' N1trogen of which 4% 1s. Ammoniac S1_1lfat1:t. Remainder of N1trogsn shall be 8.75.$ Water Soluble aind 1.25% WQter Insoluble. Available Pho$phoroud Pentoxfde = 7.0~. Potassium Oxide shall be 3.01. Mfnor elements shall be chelated 25% by volume consisting of Iron 2.0S; Zinc O.lSJ and Manganese 0,15%. By-product Calc;:1um shall bs 2.0S. G. 2 .4 "· 2 .5 A. B, 2 .6 2.7 A, 2.8 A • Organic Nitrogen 1s derived from Urea tlnd Cottonseed Meal. Phosphate t·rom Superphosphate and Cottonseed Meal Potash from Sulfate of Potash and C~ttonseed Meal No Potass1um Chloride 1s to be used. Sulfur froa. Sul fate of Ammonfa. CalciuM from Superphosphate, Iron from Ferrous Sulphate and mixed Sulf1das. Z1nc and Mang.:1nese ~re expressed as metallic and fn the1r element al form. Screen Malys1s -(J reta1tied) -approximately: 4 mesh = l .3S; 8 mesh ... 24 .21; 20 mesh = 74 .OS~ and 48 mesh .. a .051. The commerc1 a.1 grade product used sha.11 be Wil-Gr-o Fairway. Band1n1 or Kellogg. If none of these products are avo.1lab1 e then an equal 11ay be used. Plant1n9 tdblets shall be tightly compressed chip type commercial grade pl anting tablets. of va.ry1ng sizes w1th the f<.llow1ng available percentages by we1ght of plant food, Nitrogen Phosphoric ac1d Potash 20.0ll min. 10 ,Olli 101n. 5.01 m1n. Shall be Agrfform or Gro-Power. If none of the5e products are available then an equal may be used. WETTING AGENT An Adjovant (helping agent) 1s needed to ~ake w~ter penetrate d1fffcult to wet 50175. Also. organic so11 a11endment5 are more racept1ve to fncreased water ho1d1ng capacity. So11 water repellency result1ng from conapact1cn wil1 be overcome wfth MultiplB appl fc4tions of a soil pene!rant io the irrigation water. Product used shall have the following functioning agents:: 2-H:,droxyethyl Ammoni um-A1 kyl Benzene Sulfonate = 8.771; Alkyl Phenoxy Poly -(Ethelene Oxy) Ethanol ~ 4 ,49ll; 01 (2 Hydroxy Ethyl )-Ammonium ClS-9 Otadecenoate-Octyl Alkyldiamide = 2.501; Oimethyl S111cone = 1,001; Carr1er • 83 ,Z41, Adj u,ant used shall be a commercial grade product and Manufactured by Na.fad/Wil-Gro, Dow or DuPont. If none of these products are av«flo.blv then an equal .,ay be used. P L AN TI N G !l.ACKUll F..OR IR EE$ 6..N.P. s.tiR.U.ll..i P1ant1ng backfill shal1 be a thoroughly blended mixture of s1te so11 and soil amendments .at the fo11owfng m 1 x;tu rtts: Soi 1 Amendments Stock-p11 ed ,ite so11 Gyp :a.um Sulphur (so11) Chela.t<t1d Iron Sulfate Pre-Plant {l-10-101 IHPOBTED ~ D@f1D111on 1/2 1/2 15 0' 2 1 C • y . C • y • lbs. per/cu/yd Of M 1 X • lbs. per/cu/yd of mix. lbs, per/cu/yd of mix. lb$. per/cu/yd of mfx. 1. At least 15 days before scheduled use, the propo$ed source of fmported sofl must bi:t subm1tted to the La.ndscape Architect for approval. The Contractor 5ha.11 submit a wr1tten request for approval which shall be accompao1el'J by a written report of a test.fng agency registered by the State tor agrfcultura.1 sofl evaluo1tion wh1ch states that thv proposed source comp11es •1th these specif1cations. The iinported '5o11 shall be screened. fert11a. friable so11 from well drained aerated l ~nd,. and free from nutgrass, refuse, roots, heavy clay, noxious weeds. stones. larger than l-111ch (25 rnra) 1n grea.t~st dimensions or any iaater-1 al toxic to pl ant growth. It sh al 1 not be infested •1th nematodes or other undes1 rabls 1nsects and plant disease organism5. The imported soil shall meet the following requirements: a.. Grada.tion Limfts. Sand, 50-80 percent, clay 20 percent maximum, and silt, 30 percent maximum. The sand. clay and silt gra.d.ation 11m1ts shall be as def1ned in ASTM 0 422. b. P4;11rmeab1lity Rate. Not l@ss than 0.5 1nches (13mm) per hour nor more than 2 inches (50mm) per hc;,ur whsn testeij 1n accordance w1th ASTM D 2434 or other approved methods. c. Agricultural Su1tab111ty. The so11 shall be suftable to sustain the growth of the plants spec i f i ed a.-:. p ~ r U • S • D • A • specs . Supply Imported so11 in the fQllo•1ng proportions: 1. For all trees and shrubs. 1n Palomar Airport Roa!J medfan planters, 1mported soil for backf111 mixes shall be supplfed and mixed with soil dm@ndments at the spetif1ed mfxture shown in s@ct1on "Plant1ng Ba~kf111 for Trees and Shrubs." 2. For all gr-ounclcover areas, imported soil shall be supplied, mixed w1th soil amendments. at the rate of 3 parts of imported soil to 1 part of soil amendments, (gypsum, sulphur, 1 ron sulfate anci pr8'-p1ant f&rt111>&r) to• depth of 4" , and then rotot1lled fnto thf!I' so11 to at l@ast en deep. EARTH MOUNDS (,,.._T TUff I Nn;cfi'0EC TION A.p!,eAA) Source of soil for earth mounds shall be as approved by the Landscape Architect. If sofl for earth mounds ls from a.n t"lff s1te location then the Contra.ctor shall submit samples for a soil test prior to s1te d@livery for approval by La.ndsc;;ipe Arch1tect. Mill CURB$ Concrete Mow Curbs: Shal 1 be concrete hi;1.ving a ultimate compression strength at 28 days of 2,000 psi, natural gray color wfth smooth trowel finish. A 13 Rebar shall be eont1nuous with 12n overl t!!:p at all sp1 ices. Expan.sion joints at 15 1 on center, A 2" w1de x l" deep dra.fnage opan1ng shall be located on the top of the mow curb e¥ery 101 on center. PLANT MATERIALS Nomenclature: Scientf fie and com!l'lon names of pl ants herein spec1f1~d sh.all conform with the approved na.mes gfven in .,.a checkl 1st of Woody Ornamenta;l Pl ants of Cal1forn1a", published by the Un1versity of Californi,;1, College of Agr 1c ul ture, Manual 32 ( 1963). B. C • D • E. F • G • H • I • J. K • L • Z.9 2 .10 2 .11 A. B • C . D • Laibe11ng;; Each group of plant matiaria.ls deliviere<I on s1te shall be clearly 1 abel ed as to specf es. and variety, However, final determination of pl ant species and var1ety w11 l be made by the Landscape Architect and whose d,i,cis1on w111 be final. All patented plants ( c u 1 t 1 V a r ) r eq u 1 red by th e p l an t l 1 st sh al l b e del1vered w1th a proper pl lint patent atta.c;hed. Oua;lity: Quality of all plants shall conform to the ANA Sto;1ndard of nursery stock. Pl ants shal 1 be vigorous or normal growth, free from dfsease, fnsects, insect eggs, a.nd l,irv«e. All plants shall equal or exceed any m@asurements specified and shall be supplied from the source fndicolted when~ source f5 spec1f1ed. Container Stock: Sh.al 1 have grown in conta.fners for at lea.st six months, but nt"lt over two years. Samples shall be shown to prove that no root-bound condftion-:; prevafl. All container pl ants or trees that have a cracked or br-okan rootball when taken frQm the c:ontafner shal 1 not be pl olnted except on special approval from the Owner's Representative. Pruning:: At no t1me :a.hall the plant 11,iteria.ls be pruned, trimmed or topped prior to delivery, and any alteration on the 51te of their shape sh~ll ba conducted only with the a.pprovial and in the presence of the Landscape Architect. Inspectfon of Plant Materials Required by City, County or State Authorities: shall be a re:spon:s1b1lit)' of the Contraictor, and when necessary hB shall have secured permits or certfftcatf!ts prior to de11very of plants at s 1 t e. Inspection of Pl ant Materials; P1 ants shal 1 be 5ubject to fnspection and a.pprov~l or rejsct1on at the project site at any time bBfore or during progress of work for s1.:te .. variety, condition, latent defects and fnjurfes. Rejected plants shall be removed from the project $i"t.e 1mmedi at el y. Rejection ancl Substitution: All pl a.nts not conforming to the requirements herein specif1ed and/or as 1ndicated on the drawings shall be considered defective, ~nd such plants. whether ih place or not. shall be marked as rejected and be 1mmedi ately remQved from the site of the work a.rid replaced with accepttlble plant mater1als. Under no condftion wtll there be any substftut1on of plant species, variety. or reduced s1~e for those l 1sted on the accomp;,,ny1ng drawings, except wfth the express written consent of the Landscape Architect. Right to Changes: The Landscape Arch1tect reserves the right to change the spec1es~ var1ety anci/or si2es of pli;!,rtt material to be furnished, pro¥1Qed that the cost of s1.1ch pl ant changes does not exceed the cost of plants 1n the orfg1nal bid. The Contractor shall be notified and confirmed in writ1ng prfor to sixty (60 days before the planting operation has commenced. Ch-lnges In thB size and/or var1et:,, of any plant to be furnished wh1ch involve$ a reduction or adljit1on 1n cost sh al 1 be adjusted 1n the contract cost. Root Condft1on; The Landscap@ Arch1tect reserves the right to inspect root condition of any specfes, particul ar1y those grown from seed, and ff found defective, to reject the pl•rnts represented by the defective sa~ple. Protection: All pl ants at all times shal 1 be handled and stared so that they a.re adequately protected from drying out, from wind burn, and from all other injury. All plants datarmined by the Owner's representative to be w11ted. burned, or drfed out, may be rejected at any time, whether fn the ground or not. All plants shall be handled solely by their contafrrers aod all p1ants th.at have bel;!'n handled by the stem or trunk shall be rejected, and remo¥ed from the s1te. The Contractt"lr-'s on-s1te plant storage area shall be approved by the Owner's representatfvie prior to the delivery of any plant materials. Spe<::1 men Tree Sel ect1on: 1. One sample of ea.ch trae variety and size, as called out on dra1dngs,. 24" box and larger shall be del1vered to the project site for approval prior to 1nstallat1on. 2. The Contractor sh~ll 1mmed1<ltel:, remove any trees not approved. 3. The Owo~r at h1s opt1an and at his expense, can retain the services of the Landscape Arch1tect to review trees 24" box size or larger tagged at the nursery and/or at its place of growth. G.8.0UJJ.QC.01'..f.R Groundcov6r plants shall be grown fn flats. Var1ety indicQted on the planting pla11 and legend. f'lat grown plants (rooted cuttfngsl sh<lll rema1n 1n those flats until ttansplanting. The flats sofl shall contain sufficient moisture so that it will not fall apart when lifting the plants. Plants shall be protected at all ti mes to pre" en t dry 1 ng of the root b a 11 • l..al(Ji All lawn areas shall be sodded wfth Paci fie Sod "Centennial Tall fescue11 • lilDROSEED MATERIALS ~A.t.er, -Water must be free of fmpur1t1es, excess chlorine and salts. The use of filters may be required when Ofrected. ~~~d~ All seed used should be cl early labeled showing type of seed, test date, name of supplier and percentage of the fol lowing: pure sef:!'d, crop ~eed, inert fllatter, weed seed; noxious weeds, and total germfnation content. A1 l commercial process or packaging material shall be d@livered to the site in their orig1 nal unopened contci.1ners bearing the manufacturer's guaranteed ~n~lysis. Mu]ChA--Fiber shal 1 be produced from eel lul ose such as wood pulp or simtlar organic mater1 al and shall be of ~uch charac;;ter that it will disperse into a uniform slurry -hen mixed with water. The f1ber shall be of such character that, when used 1n the appl i@d 111lxture, .an absorptive or porous naat, but not a membrane, will result on the surfac:;:e of the ground. Mater1als which 1nhfb1t germination or growth shall not be present fn the mixture. E.~rt111zer· -The fert1lh:ar shall be in pelleted or granular form and sha11 comply with the chemical analysts specified. The fert111zer shall be thoroughly mixed and incorporated in the hydro-m1.1lchin9 slurry. WIMMER•YAMADA ASSOCIATES Landscape Arch1tecrure wnd Planning 516 FIFTH AVENUE" SAN DIEGO. CALIFORNIA 92101 619/1'2-1001 --w u, <C :I: a. w cc 1-z UJ u I- CC ~ cc -<C C <C m u, ...J cc <( u DESIGN BY JR DRAWN BY SG CI IcCKED BY JR f>ROJicCr 8 5-119 .11 SCALE DATE AUG.89 REVISIONS : SPECIFICATIONS i/ SH[ET TIT! F L-21 CT 81-46 241-6L w I f- LL 0 f-z w </) z 0 u 0 w U) U) w a: 0.. ""' X 0 w w f-f- ::::, I 0 u ~ ~ ,: w w 0.. U) "" u ~ :,g w z ~ :5 0 -.J 0 ! w </) LL ::::, 0 w f- "' z f-w 0 (I) z z j 8 <t Cl I w (f) (/] 0 (/] z w "' [ :,. X "i w 0 w f-I u f- w f- 7 ::, fr! 0 0.. I f-g > w. ,. 0 </) w z 0.. 0 (f) f- (f] j I LL f- I U f-w ,: 8, z (_'.) Q z f-:,. 0 Z w <C z 0.. z:::; 88 z u "' 8~ U) ::::, (f) w (_'.) "' z sJ w Cl a: w <t I 0 f-z ::, <C 0 f-a: 0 LL w f-(/) ~ 5 0: i= "" "' w > 0.. w ""0 0 0: :,g 0 z (f) :5 ~ w~ iE I LL 0 Oo :,. z f-w a: cc w c._ ::J ~:$ c._ (J) WW ~E ~ ~ "" f-(J) u ~~ 3: 0 <C 0: 0: "' 0 w uJ </) "-w"" I 0 f-(f) 0 z z 0 :5 0 w f-"" Q 0 z ~ z w ::, w 0 z <i: a: [I "" "" (fl z Q (fl w 0 0 "' w 0 ::i "" 2 .l 2 2 .13 2 .14 2 .ls 2 .16 3 .0 3 .2 A • E. Hvdtoseed M__u_t Mt.,. 11 -Groundcover Hydros8ed Mfx (lrrfgattid) Gazanf~ 5plandens Alysslffl 'Carpet of Sna,t NEITIOph11a Menzfes1i Lotus corntculatl.Js 'Ka.lo' Eschschol2f.a Calffornica C1stus salvllfol1us Hel 1 Mt.hE'mtn mutabi le Acac1 a redol ens Fert111zer (16-20-0) Aztoc Binder Mulch LBS/ACRE PLIBID 10 4 2 6 2 2.s l.5 3 7m, 951 95% 95,i; 95,i; 90il 951 9~ 31 TOTIL LBS/ACRE 300 lt,s/ ac 120 lbs/oc 2,000 1 bs/ oc Mix 12 -Trons1tloool Native Reveget~lon Hydroseed Mix {No n--1rr I gated l Artsnfs1 a C.al1forn1c::a M'fmul us Puniceus Lotus Scop;:irfus Xylococcus Bicolor Enc elf a C.a.11 forn1 ca Eschscholzfa Calffornfca Pl;yit~go Ins~lftris FesttJca Megalura LBS/ACRE PURITY l.5 2 8 l 4 1.5 50 4 151 2JI; 4m, 95% 40% 95S 95S BS,: GiBM es,: 80% 85% 85:11 751 60S sos 751 !ifBl:i 60il 551 6 Oil 65:t 60,: 751. 751 BOil ;2 TOT/'I. LBS/ACRE llztoc B1nder M1,1 l c;:ti 80 lbs/ac 2,000 lbs/ac Mix #3 -Nattve GrEses and Wildflowers Hydro~ed Mix CDetentton Bastn -non-trrigats:!) LBS/ACRE Pl.JBTTY Lup1nus succulentus~Arroyo Lupfne St1pa pulchra-Purp1e needle gr.!15s E1 yru s Gl aucu s-B1 ue W11 drye S1syrfnchfum bellum-Blue Eyed Grass Lasthenla glabrata-Golclf1elds Mftnulu~ pun1c«.is-Red Monkeyflower Esd1scholz1a i;:a11forn1ca · ·call forn1a Poppy FestuCft megalura-'Zorro Fescue' Er1ophyl 11.fll confertff lorlMI Go 1 den Ya rroi,- Lotus scoparfu s-Oeerweed Naoo?'l 11 a menz 1 es11-Baby 81 ue Eye'§ Anenops1 s cal 1 fornfca-Yerba Mansa Bcctiar1s glutfnosa-Mule Fat Ot:inothera hoQ<erf-Cal f fornf a Eventng Primrose 4 2 4 4 2 2 2 5 2 6 2 3 l I ZI 95% 40il 951 l Oil ZI G.Efll:I 70il 30S BOll 751 BSS 55S 751 BOS 751 6()1; 851 551 501 -'2 TOTN.. LBS/ACRE Azti!lc Bfnder Mulch 120 lbs/ oc 2,000 lbs/ac M1x 14 -N~t1ve Gr.a.sses and Wildflowers Hydroseed Mfx (Ara~ Surrounding Oak Treas -non-ftrlg.ated) L fn.-,thus grandfflorus Dwarf Phlox Coll I nslo het:erophyllo Chiness HCXJses Eschsdiolz1;;i. cal1forn1ca Coll fornl a Poppy BrOl'l'1us c.:;i:r1natus-Cal1forn1a Br-<'.nl~ Sfsyr1nd'i1Ull bellum-BlulS' fyed Grass Lotus scoparfus-Deerireed Er1ophyll1S1'1 confert1floruii Golden Yarroi,, FElstuca megalur-a-'Zorro' Ftiscue St1pd pulchra-Purple Needle Grass Lupfnus nanus-Sky Blue Lupfne 120 1 bs/ ac 2,000 lbs/ac STAKING MATERIAL LBS/flCBf Pl/8 ID 2 2 3 5 4 B 3 6 5 4 951 95S 900: 951 40S 35S BS,: 4o,;: 951 42 TOTN.. LBS/ACRE G.fB!! 651 90,: 751 65% 751 5o,; 751 801 301 701 Tree st~~elo-shall be sound, straight.. pre5s1,Jr~ treated~ lodge pole p1ne stakes of two (2) inch 11inf11um c3fameter hefght per detail Tree ties shall be ctnch tfe or approved equal. liJJ.l'.lN(l. Mti.IfBll\L Tree guy wire'."i sh.e111 be ~pl\a\c;i,02 8wG Zinc COdteo 1 ron. and sod to u·~r-1ate dec1d mari. WI r-e l oope~r s c1l l be co-.. ered by 2-pl y rei Sl' 1 n di ~meter. Guy wire::; sh al 1 be fla 8" d1.ameter x 4'-0" length surgical tubi -Tree ties sha11 be Won~er Tie or appro...-ed equql. ~RE~E!I.EB.G.ENI tlERtllClQf Pre-emergent herb fcf dti Landsc~pe Contractor. ltcen5ed by the State of IU.ElL CONTACT tu:R6.l.G.IJl..E sh al 1 be as Herb1cfde Cc1lttornfll. Weed contar;t herbicide shall be as Landscape Contro:1ctor. Her-b1c1de 11censed by the State of California. IRE£ ll.Bf,l.N determined applicator by to the be determined by the .aippl fcator to be Tree dra1n fs ,a prefabricated compo'."iite drftin~ge structure consisting of two 11,1lements. The outer fabric is a geote.xt1le layer that allows water-to pass through but filters out nearly all sofl particle$. The fnner core 1s a flexfble polystylene <::ore. Tree Drath is avail.e1ble through W1lbur Ellfs (714) 551-0363. £X£G.illlllN !ilTf REY I Ew Examine proposed plantfng areas and cond1t1ons of installat1on. Do not start planting work until unsat1sfactory condttfons are corrected. Ell.EEL\lll\IlllN Generc1l: The areas to r-eceh..-e tree:-;, shrubs. ground- cover and hydroseed pli1nting and thefr respec:t1ve r eq u i rem en ts for 1 mp or t ed soi l ; fer ti l i z 1 n g, so 11 amendments, ,;1nd other-treatment shall be as deftned on th e d ,-aw i n gs • Eq u 1 pm en t n ec es s ~ ry for pr-ep a rat i on of the ground surface and for handling and placing all r eq u i red mat er i .e1 l sh al 1 b @ on h and i n good w o r k 1 n g cond1tion. Work shall be performed only during per1oos "h~n beneficial results can be obtained. B. C. D. 3 .3 A • B. C. D. E • F • G • 3 .4 3 .5 3 .6 A • B. C. D. Clear1ng and Grubbing: Prior to rfpping and tillage operatfons, all vegetation fn the a.rea to be planted shal 1 be grubbec3, ral<.e<J. and cl@.are<:I from the sfte. The ground surface shall be cleared of all mat.ertal which has accumulated during construction and all rnatertal which might htnder proper grading, t111ag~, pl antfng~ and subsequent matntenance operat1ons. All grubbed 1r1c1ter1als and debr1s shall be lawfully d1spose<:I of off the site by the Contr.-:ictor at his cost. Obstructfon Below GrounO: All subsl.lrf.e1ce rocks over 2 11 in d1 ameter and other underground obstructions shall be removed to the depth necessary to permit proper f1ne grading. tilling. or plant1ng according to p1ans and specfficat1ons. All abandoned utility lines uncovered or se...-ered !i-hal l be cut bel o• grade and capped or plugged with conc:rett:1. Explos1...-es shall not be used for removal_ When the location of ut111ty lines 1s sho•n on the plans or has been made known to the Contractor, ftll damage to these lines shall be repaired by the Contractor 1n a manner approved by the Owner's Representatfve and affect ea 1,1t111ty. Deep R1pping: All areas to rece1ve groundcover, shrubs~ and hydro58eding .s;ho:11 l be deep r1pped and loosened to a <Jepth of twelve (12) 1nches in all d1 rectfons. SJl.l.l. AMENDM.fl:!I~~ [fRI.li.lilNJl. aNP RQI.QT.li.~lNJl. Rate of applicat1on ts for-bfdding p1,1rposes only. son test may r8duce or increase total soil amendment yardftge. Adj1.1stinents (plus or 111inus) may be necassa.ry. Contractor shal 1 obtain at least t•o soil tests at the tfme of rQugh grad1ng anc3 submit results to the Landscape Architect for interpretation and t"ec:oa1mendation. Upon final grading, so11 ~amples shi!lll be taken that are representatfve of eight (8) different areas, recommendations and res~lts presented to WYA for f1nel 5pec1ffcat1on lldjustment. 1f req1,11red. 1.e. 11ore or less Gypsum ~nd/or lime ll'lay b8 required. Landscapti Archftact shall dec:fde where s41np1es shall be taken. After the areas h.ave been deep ripped. the follow1ng rates of so11 amendment materials sh.all be evenly spread over all planting areas and shall be thoroughly .scarified to an average depth of e1ght (8} inch~s hy rotot111ing a m1nimum of t.-o alternat1ng passes. Amenclment m1,1st b@ intimately bl ended wtth so11. S011 Amendment: '=J, cub1c yard per L000 sq. ft. Gypsum: 150 lbs. per 1,000 sq. ft. Soll Sulphur, 10 lbs. per 1,000 sq. ft. (c~lcium carbon,;1.te may be requfr'-'d in some areas) Chelated Iron Sulph,;1.te, 20 lbs. per 1,000 sq. ft. A commercial grade fert11 t2e1 1-10~10 pre-planT fert1l izer sha.11 be appl 1ed at the rate of 30 pounds per thousand square feet and scarified into the top two 1nches of f1nish grade. fertilizer shall be a.ppl fed prior to leach1ng operation. The Wetting Agent shall be sprayed on the soil amendments and so1l prior to rototilling the amendments 1 nto the so1 l. The rate of appl fcat1on ·,dl 1 be as spectf1ed by manufac:turei". The thoroughness and completeness of the rototilling and fncorpor.ation of the so11 l!nlAn(lm"'nts shall be .e1c:c,3ptable to the Owner'$ Representative. Om1t so11 amendments on a11 slopes 2:1 <Ind steeper or as indicated on the dra•ings. Deep Water Leaching and Sot) Test1ng: 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day per1od. Apply l/2" water at eoch appl 1cat1on. W~ft one (1) day between appliu1tion$. 2. One do:1y after ftnal appl icatton of water, the -:.otl shall ba tested for content of soluble .sa1t5 (electrical conductf...-ity E.C.). Owner's representative and Contractor shall take several soil samples an<l del1ver the samples to a laboratory for testing of soluble .salts. E.C. test reftding .shall not be above 2.0. 3. If soil test reijding for a pa1tfcul.e1r area tested is .1:'bove 2.0, the sofl ,;1mending, t1111ng and deep w.aterfng procedure sh,;il 1 be repeated until test r~adings are not above 2.0. 4. Care shall be taken that tile rate of appl1Cf;\tfon of water does not cause erosion or slwffing and sofl s. 5. All depression~, vo1<ls. eros1on scars and settled trenches generated by the deep water-1ng shall be ftlled wtth amended so11 and brought to ftn1sh grade. Pa:-;t history has shown these soils ha-..~ a v.e1r1able pH range from very strongly ac1d to alk.\l.l1n@. Because of th1s s1tu~tion, contractor 1s warned th.e1t appl ic.\l.tion of either lime or :so11 sulphur may be required, t.h1s 1s not~ typical soil condition. Also soluble salts may be extrem~ly excessive, requiring excessive leaching. EARTH MOUNDS i.A1 lllR.E INTfRSECTJON ARfASl Owner~s representative shall ,approve ell grading of iearth mounds pr for to ffnlll placement of any pl ant inaterfal. All t1.irf mound1ng (It 1ntersect1cns shilllll not be 30" higher th.an fin1sh grade. MJ:M. CJJ.Rll. Concrete mow curbs sh,;111 be installed per deta.11. Sllll ERfE.AE.f,IlllN l\ND E.l.Nl.~tl ~RAll.lN(l. Rough gr~de -s1te to be rece1ved by Land~capfi Contractor to within 1/lOth of a fcot plus or ~1nu5 by others based on C1vf1 Eng1neer•s drawh1g-At p.,_1oai..ar A1 rport Road planter 11ed1 e.ns 4" of finporttid top sofl .111 be added to planters. ffnfsh grade -Fin1sh gtad1ng to cons1st ot graa1ng, raking, watered in, mechanically compacted and settled to ach1eve destred <;ontour and flow line patterns resulting in ev~nl y finished surface. All undulations and fr-rBgular1ties in the planting surf~ces r8$1.dtfng from t111ag@. rotot11ling .and all other operations shall be leveled and flo~t8Q out before planting operat1ons a.re tntt1ated. The Contractor shal 1 take every precaut1on to protect and avofd damage to spr-1nk1er heads, 1rrigation lines; and other un<lergrounc3 utilfties during so1l amending and fertilizing operat1ons. 3. 7 3 .8 3 .9 E. F. G • H • A. B • c. D • E. A • B • C. D. E. F • G. H • I • J • K. L • M. A • Ffn1sh grades shall 1nsur8 posft1ve drainage of the sfte •1th all surface drafnagtt away from buil<Jings, wa1 ls, over 1110w curbs. and toward roadways. drains and catch basins. Plant1ng surfaces sh-,11 b@ graded wfth no less than 2 percent surfacl:' slope for positive drainage. All rock and debris sha1 l bti re•oved from pl anting areas and then from the sfte 1n accordance with the following cr1ter1a, 1" dta. in 1a.,n areas. 2" d1a. 1n shrub areas, 2n dia. 1n hydroseed areas. final f1n1sh gr~de shall be l" below ffnfsh paving surface in adjacent lawn areas and 2" 1n shrub ar-eas and decomposed granite areas. Final grades shal 1 b@ acceptable to the Owner 1 s representat1ve before plantfng optiratfons wfll be a1lowed to begin. Ease top and toe of all existing slopes. E'.L.ANI.l.NJl. lli~T.AL.L.6.llllN T1m1ng: Actual planting shall be performed during those periods when weather and sofl r;ondftions ftre suitable and fn accordance with locally acceptable practfce. L.J.yout of Trees: All trees (24" box size and larger) shall be placed in the landscape per the directfon of the Landscape Architect prfor to fnstal latfon of 1rrigatfon system. The tree$ shall then be moved so that pl anting holes can be excavated and amended. The trees shall then be fnstalled in their respecttve hole$ and positioned fn the holes per di rect1on of the Landscape Architect. Layout of Pl anting: Locations shal 1 be approved by the Landscape Architect. All container plaots shall be set by the Contractor lo their final locot1on In their respect1ve containers pr1ot to d1gg1ng hol11,1s and/or planting. All plant locatfons shall be checked for posstble interference with e~1st1ng underground ut111ty l i ti es • Backfill for In Part I I. drains shal 1 so11 • Tres-s and Shrubs: Shal 1 be as speci f1ed If arttfici al drafnage ts reque.ste<J, then be 1nstalled first, th@n backfflled with 01-sposal of Excess So11 and Debris: All excess excavated subsofl, rocks and debris shall be lBgally disposed off the site by the Contractor at his <::ost or 1.1t1l fzttd on the sfte as directed by ahd at the optfon of the Owner's Representat1ve. PLANTI~6 TRfES, Slill.lJ.BS l\.Nll. ~I.Hfi Sofl mofsture level pr1or to pl ant1ng sh .. l 1 be no less thao hort1culturally acceptable. The Contractor shall r eq u es. t e ppr o v al of mo i st u re, and f f f o u n d to be insufficient for pl;i.nt1ng. the planting pits s.hall be filled with water and allowec to ~rain before st,;1rt1ng any planting operations. All exca"wated holes shi'lll have ver-ti<'.:i'll sides witt"i rough@ned $Urfaces <:1nd shall be of the mfnimum sizes 1nd1c.ated on di"awfngs. Holes shall be 1n all cases large enough to permit handl1ng and p1ant1ng wfthout injury or breakage of root balls or roots. E.l<cavatfon shall include the s.tr1pping i'lnd stacking of .all acceptable so11 ttncountei"ed wfth1n the areas to be excavated for plant p1t.s and plantfng beds. Protect all areas that are to be trucked over and upon •hfc:ti ~ofl 1s to be temporar11y stacked pending its re-use for the ffl11ng of holes, p1ts and beds. Plants shall be removed from containers in such a manner that the ball of earth surrounding the roots 1$ not broken, and they shall be planted and watered 1mme<lfately after the removal from the conta1ners. The plants 5hal1 be pla.ntttd at a.pproved 1ocat1ons with the heretofore spec1ffed amendments and so11 plant1ng backf 111 Backf 111 shall be pl acAd at the bottom of each hole and thoroughly Wi'ltered .;tnd co,npacteO to a height .so that when a pl ant fs pl aced fn the hole,. its roots crown is. slightly above the established ffnal grftde unless othen,1se shal 1 be raised or repl ac;:ed ;:is directed by the Owner~s representative. Planting tablets shall be placed 1n each planting hole at the following rates and per the manufac:t1Jrei-1 s recommendatfons: 1 .... 5 gram tablet per tndiv1dual liner and flat size p 1 ant. 1-21 gram tablet per gallon container. 3-21 gram tablets per 5 gallon contafner. 4-21 gram tablets per 15 gal lQn conti'liner. 1-21 gram tablet per each 4 tnch of box s1.2:e. Random testfng to verify planting t~blet inst.,llation shall ba conducte~ by the Owner's representat1ve. All plants shall b@ thoroughly watered to the f1,1ll depth of each planting hole Immediately after planting. Stak1n9: All trees and any other plant3 indicated on the plan5 5hall be staked per detail. Stakes stlall be driven into the grouno of the w1ndwar0 sfde of the tree. The stakes shall be dr1ven in plumb and securecl, Special care shall be taken th.e1t the dr1v1ng in of the stake does oot damage the tree bark; trefi! roots or root b • 11 • Guying: All trees and any other pl ants the plans shall be g1,1yed as detailed. The Contractor shall be responsible for all subsurface drainage required which may guatant8e of the trees,. shrubs and v1nes. indicated on surface and affect his Pruning after planting shall be required on all trees. shrubs, and vtnes when necessary to prcvide the specfffed or approved standard .shapes, form and/or size-s characterfst1c to each pl ant. Prunf ng may include thfon1ng. topping., and/or cutting and shall be under the d1 rectton of the Landscape Architect. Cuts over 3/4 1och 1n diameter shall be pafntecl with an approved tree sealant. All trees 24" box and 1 arger shall be spott8d and planted w1th a crane. EJ..ANTING GROUNDCOYER Groundcovers sh.-,11 be planted fn the areas indicated on the plans and shall be installed when all debrf'."i and Sl!rface rocks 2" 1n diameter ancl l.;:1rger !lave been removed fro• the area. 3 .10 3 .11 B. C. D • L A • B • C . o. E • A • B • C • D. E. If th~ top four (4) inches of soil 1n the area to be planted in gr-oundcovBr is not sufficiently mot.st (hcrttculturally acceptable standards), the area sh~ll be thoroughly frrigated and no less than twti!lve hour~ shall pass before planting. Groundcovers sh.;;,11 be p1<1nted in staggered random rows and evenly spaced. at the fnterval s cal 1 ed out for on the drawings, unless otherwise noted. The sfze of planting excavation for groundcover shall be at least tw1ce the depth of th@ root bdll _ Eact-i plant shall be plftntecl wittlin a manner tt"iat w111 ensure minimum dfsturbanc:::e of the root system, but tn ho case shal 1 this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gri'IIP pl.e1nting tablet fncorporated 1nto the root zone. Plant1ng area shall be hand-smoothed after plantfng to provide .e1n even and smooth final finishsd grade. To avofd drying out groundcover. plants must be 1rr1gated after planting_ Th is may be done nianual l y or by using the 1nstalled 1rrfg.at1on systena. Repeated olpplications may be requ1red, especfally on a slop1ng 5ite. Th1s 1n1t1al 1rr1gat1on shall continue unt11 a zone at least twic:e the dttpth of each hole 1s thoroughly moistened_ ~llD_Ol_N6 llE LMf.N 68..EA.S. Prior to placement of sod al 1 l av,n .e1reas leached, rotot11 led wfth so11 amendments and and debrts shall be removad. F1nish grade uniform and 1 evel •1th al 1 walks; curbs and shall be al 1 rock shall be al 1 other paving surfaces. The Contractor shall obt.e11n approval of f1hfsh grades pr1or to placement of so<J. Lfty1ng of sod shall be same day it is delivered. Sod sha;ll not be left on pallets in the hot s1.1n longer than necessary. Sod shall be lafd grade elevations. slope of grade). in staggered rows. fol 1 o• 1 ng the (Do not 1 ay sod perpend1cul a.r to Sodded areas shal 1 be thoroughly wab,ired to a depth of 6 1nch8s a;nd kept contfnuously rao1.st as required. Re-sodding:; Sodde<l areas which do not sho• a prompt catch of grass within 10 days after 1nstallat1on shall be re-sodded untfl an acceptable stand of grass ts assured. HYDRQSE.EQING llE SllQ MK.E.S. Inspection of Conditions: Before proceeding with any •ork, the hydroseed1 ng 1 endscape contractor shall cftrefully check planting area conditions and shi'lll 1mmed1<11tely inform the Land5c~pe Arr;h1tect of any d1screpa;ncies between the orawfngs and actual cond1t1ons. No •ork shall be done on any area where there are such discrepanr;1es or whera conditions ~re unsuitable for $uccessful plant material establishment untfl approvi;l.1 has be8n given by the Owner's representatt 1,1e. Oual ity of Work: The hydroseedf ng work shal 1 be performed by a competently trained individual or hydroseed1ng company fn accordance v,fth the best standards and practices related to the trade. Pl ant1ng Pr-eparatfon for Slopes; a. Cut Slopes: These surfaces shal 1 he roughened in a horizontal dfrection fol lowing the contour of the 5lope. The roughened texture shall be made by hand chopp1ng or similar mectian1cal meqns. b. fill Slopes:: These surfaces shqll be compacted and f1nfsheC and al5o roughened fn ,a horfzontal direction fo1lowing the contour of the slope. The roughened texture shal 1 be made by hand chopping or sfm11 ar mechanical means. Weed EradfLatio11 Procedures For Irrigated Slopes Only: 1. Manually remove all B.l<t st1 ng vegetatf on and dispose of 1t off site. 2. Fertfl f.ze all planttng areas. Add any so11 amandments r-equfred per so11 analys15:. Begin ,1 watering process to actfvate fert11 i~er and addftive chBmtca1s and gsrmfnatfon of •eed seeds. landsc:ape Contractor sh-111 u.se a 20-20-20 water soluable fert111zer at 5lbs. per 1000 sq.ft. 3. Water all planting areas thoroughly 4nd continuously for-a period of two (2) •eeks or until a dense weed cover ts evfdent. 4. Dtscont1nue waterfng process for two (2) days, then apply contact herbfc1d@ as per the pest control advisory's recommendations. 5 . Allow suff1cient per1od of time per herbicfde manufacturer's specifications to insure that all weeds are dead. Ro:1ke and remove al 1 ciead vsgBtation. 6. Water .all pl.anttng 4rea.s thoroughly and continuously for a per1od of 2-4 weeks. Discontinue the water1ng proces'."i for one (1) day pr-for to the 5ticond a;ppl feat ton of the herbictde spr,wtng. Re-apply the spraying operation with a strafght contact weed k1ller, as per the pest control adv1sory 1 5 recommend.ation3. 7. Clear al 1 Qesfccated weeds from th~ slopes to the f1n1shed grade. 8 • Upon •r1tten notification by Architect that the weed control is seed order can be pl aced and container material can be pl anted. Sofl Preparatton for Hydroseedfng: the Landscape successful• the th e r eq u 1 r e d 1. The hydroseeded area shal 1 be pre-soaked wfth water by the 1rr1gat1on $yste-m to a depth of three (3) inches, 48 hour$ prior to the hydroseedfng installation. 2. Al low pl anting area soil surface to dry out for one (1) ~ay only prtor to the hydros8eding appl ica.tton. Care 111ust be taken ta not al low the sofl surface to be super saturated w1th water prior to the hydroseeding 1nst.1:'llftt1on. At the solme tfme the sofl surface should not be bone dry. There shoul<l be some residual moisture wfthin the first l/2 1nch of the soil surface. CT 81-46 241-6L WIMMER· YAMl\DA ASSOCIATES Landscape Archttecture- Land Planning 5 I 6 FIFTH AVENUE SAN DIEGO. CALIFORNIA 92 IO I 6191232.4004 -- UJ ~ ::c n. UJ a: 1-z UJ u t-a: 0 a. cc: -<( C <( m 00 ...J a: <( u DESIGN BY DRAW'.'JBY JR SG CHECKr.D BY JR PROJECT 85-119.11 SCAl.r. DATE AUG.89 REVISIONS PECIFICATIONS SIII:ETTITI 1: L-22 C 1 w :r: >- LL 0 >-z w (/) z 0 0 0 w (/) (/) w a: r' (l_ X 0 w w >-t:: :::, :r: 0 0 i!; a: <( ~ w w (l_ <( (/) 0 ~ U) er 0 w z I 'S >-0 uJ 0 I uJ >- (/) LL :::, 0 uJ >-"' z >-w 0 U) z z 0 _J 0 _J < 0 I w (/) (/) 0 (/) z w < er_ (l_ >-X _J w z 0 w I >->-0 w >-3 :::, er_ 0 0.. I u t: "-3: 0 U) z uJ 0 c._ U) i= [JJ <( r 0 >-LI,. :r: 0 >-w ~ 0. U) z " Q z >->-u z w <( z 0. z ::, 0 0 u u z 0 <( 0 a: w 0 (/) :::, U) w " "' z 0 3: >-<( a: w 0 a: < uJ 0 I >-z ::. <( >-0 0 er w LL >-[JJ 'j' z 0 Q a: >-< <C w s; (l_ w < 0 0 er U) 0 0 z U) 'S w ('.J w z J: <C >-r lL 0 Oo ~ z a: uJ w rn (l_ _J 0 _J <( a: I 0. U) w w I a: >-w uJ ~ er <( ,_; U) u ('.l uJ z >- ~ r <( 0 a: a: 0 < 3 .12 w w 0. rJ) <( uJ u :r: U) >-0 z z 0 :5 0 w i;,; 3 .13 0 15 z rJ) >-z 3 .14 uJ ;:;; w ('.l z <( 3 .15 a: a: < <>O (/) z " rJ) uJ Ll (/) <C w 0 3 .16 _J _J <( F • A. Appl1cot1on: 1. Equfpment: M1xfng shall be p@rformed fn a tank ■1th a bu11t-1n contfnuous ag1tat1on and rec1rculatfon system of suff1c1ent oper,;1ting capacity to produce a hom.ogenou5 slurry of ffber, fert111zer and •ater fn the designed unft proportions and a dis.charge sy!:>tem which w1l 1 apply the slurry to the areas to the treated at a continuous and uniform rate. 2. Preparat1oni The slurry preparation shi!l:ll tak~ pl ace at the s1te of work and shal 1 begfn by adding water to the tank when the engine fs at half thrott1e. When the water leYel ha$ reached the he1ghts of tne ag1tator shaft, good c1rculat1on shall be established and at thfs time the seed shall be added. Fert111.ter shall thefl be addi,d, fol lowed by fiber mulch. The fiber mulch shall only be a.Qded to the m1xture after the seed and when the tank 1$ at least one-th1rd f111ed •1th •,ii;,ter. All ffber mulch shoi:tll b@ added ty the t1me the tank 1s two-thirds to three-fourths full. Spraying shall commence 1mR!ed1ately when the tonk 1s full. 3-Time L1m1t: The hydromulch1ng s.lurry components are not to be left 1n the hydromulch rnachfne for more than four (4) hours. If slurry components are l1:1ft for more than four (4) ho1.Jt5 fn the mach1ne, the sll.irry ~111 be rejected and <:11sposed off sfte by Contractor at hfs expense. 4. Appl fcatfon: The operator shall spreiy the a,rea with a uniform v1s1ble coat using the dark color of the eel lulose fiber Cir orgi'lntc amendment o'ls a v15ual gu1de. The slurry shall be applied 1n a downward drtll1ng motion v1a a fan stream nozile. When hycraul1cally sprayel'J onto the soil. the mulch shal 1 not form a blotter 11ke materf al~ The spray operation must be so directed that the slurry spray wfll also penetrate the soil surface as to drill and mix the slurry components into the so11. thus ensur1ng maxfmum Impregnation and coverage. 5 .. Protection: Hydroseeded areas shall be protected against foot traffic and other use immediately after hydroseeding 1s completed by placing warning signs anl'J temporary twine and fl aggfng around the areas. 6~ Clean Up: Special Cftre is to be exerc::fs@:'d by the Contractor to preYent any of the sll.lrry from being sprayed onto any adj ac@nt property. etc. Any slurry sprayed onto these areas shall be cleaned off at the Contractor's @xpense. 7. Maintenance: 8. .r\. ~a1ntena.nce shall be the responsib111ty of the Landscape Contractor. It Is h1s responsib111ty to prov1/Je an 1rr1gi;l.t1on 5y5tem a5 5hown on the 1rr-fgatfon plans. After the hydromu1ch has. been appl iedp the mulch shall be allowed to set for one doy before irrigatfon beg1n:s.. The hydroseeded areas can then be 1 rrf gated. Number of ga.1 lons to be appl fed to th@ hydroseeded areas w1l l vary from day to day and S)'$tem to system, dt!!psnd1og on the rate of growth and climatic condftfons en-countered. The soil surface must be kept mofst but not •et at i;1.ll times, particularly during the seedfng germ1nat1on period. b. Any ero$ion or slippage of the sofl during the maintenance perfod caused by watering shall be repaired as :s.peci fied. c. All hydroseeded ar@i;I.S shall be kept free of weeds i;l.nd debris during the mQ-fntenance perfod. Such weeds and debris shall be dfsposed of off the property. d • Hydros@eded (30) days) following season: ereas shall receive (every thirty an appl fc.atfon of one of the f@rt11 fzers depenC1ng on the Summer; Winter: 16-6-8 100 lbs/per acre Ammonia sulfate or calcium nitrate at lOOlbs/per <1.cre Guarantee and Replacement: a. Guarantee w111 be made by the Contrac:tor that a minimum of 801 coverage ,dl l be attafned .at the end of the maintenance period. Any planting fa111,1re d1Jr1ng this per1ocl shall be reseeded by the Contractor. b • Se@ds 1,1s~d for replacement shall be of the same kfnd a.nd q1,1antity ratio as specified fn the seed formula. They shall be furnfshed, applfed and fertf112ed as specified. e.ru:~FMERGFNl ti.E86.lC.lQF Pre-emergent herbic10e shall be applied to all shrub anC groundcover areas only and fn accordance with manufacturer's spe<:1ffcatfons. The herb1cide shall not be applied to sod or seeded areas (l~wn seed or hydroseed arscts). The Owner's repr@sentat1ve shall be notified and present at the time of appl1c~tian. 11.ilD. C.00.UIT Weed contact shal 1 be appl fed to all area.5 as recommended by manufacturer's spec1ffcat1ons. 11:lH Ql:llilli Install as per Q'1o'lnufacturer's recommendations. C:L£11li::.Lll'. As project progres$ss. Contrqctor stia.11 ma1nta1n all areas 1n a neat manner and remove unsightly debr1s as nec~ssary. After compl etfon of project each day. Contractor shal 1 remove all debris and containers used in accomp11:s.hing work. He shall <:.weep and clean all sfQewalks, asphalt, and concrete a.r@as i;1.djacent to plantings. Q.E.N..ERliL HlllNllW\ttC.F At!~ ll1£ HllliliFNliliC:£ EfBlQQ General maintenance oper.at1ons <:.hal 1 begin immediately after each plant fs planteO. The general maintenance and mi:lfntenance perfod shall include the fallowing: l • Keeptng the plants in a healthy. growing condition by watering. fertil fzfng. prun1ngt sprayfngp ~eed1 ng and a.11 other necessary operations of maintenance. All pavfng and wa1ks shall be kept cle;,rp cle<rn and washecl down. 8. C. 3 .17 2. ProtHction: The Contr.actor sh~ll be responsible for provfd1ng adequ4te protection of all planting areas aga.inst tr~fffc or other use by erecting fencing or other acceptable means 1mmed1 atel y after the planting is completed. warning s1gns and barricades sh,1111 be placed in viarious high traffic: areas. Damaged olreas shall be repaired fn-.medf <J.tely by the Contractor. 3. Weeding and Cult1"¥ating; All tree, shrub, gt'oundcover ;,;nd hydt'oseeded areas shall be kept free of weeds. noxious grasses, rocks over l" fn di aineter, clods. trash and debris on a weekly basts. Groundcover and shrub areas shall be cultivated at fntervals of not more than fourteen (14} days minimum. 4. Replacement: D1.1rfng the 1i1afntenance perioa. pl,.mts which d1e or wh1ch are in an unhaalthy or badly impaired cond1t1on sh;:111 be replac;:@d by the Contractor within fourteen (14) days after unsi;l.tisfactory condition 1s e111dent. No replacement of plantings shall be made in any season definitely unfavorable for planting. At the conclusion of the ma1ntenance per1ol'J. the Landscape Ar<::h 1tect 111111 make an Inspection of the work to determ1ne the condftion of all plants. All unh@al thy pl ants shal 1 be ramo"ved from tt-1e sfte and replaced with plants of the same kinds and sizes o'ls originally 5pecified. Such repl "'cement sh al 1 be made In the same manner as specified for the original planting and at no extra cost to the O~ner. 5. Ferti 1 fz at ion: a. Trees -Post fertilization shall occur at 100 day fntervals after plant1ng. Bore holes around driplfne (11arious depths) and apply fertfl izer at the rate of l lb. per 1~ caliper fn holes. Fertilizer -:.hall be 14-7-3 or approved equal. b. Shrubs -Post fertflfzation shall occur 60 days after planting and apply fert111zer at the rate of l teaspoon per each 1 gallon plant and 1 table$poon per 5 gallon plbnt. Fertilizer shall be 14-7-:3 or approved equal. c, Groundcover and lawn areas -Post fertilization shall occur 60 days after planting and apply fert11 fzer at the rate of 7 lbs/1000 s.f. Fert111zer shall be 14-7-3 or approved equal. Maintenance Period: The maintenance period shal 1 begin on the first day after the pramafntenance ob':iervat1on acceptance and sh<'ll l continue thereafter for no less than 90 continuous ~alendar days. Extended Maintenance: When. 1n the op1nlon of the Landscape Architect. there 1s improper maintenance, poor or unhealthy condition of plant mi;l.terials, t.he Contractor shall be r~spon~fble for adQit1onal maintenance of the work at no ad<:litfonal cost to the contract unttl all work 1s acceptable. EQil ELM:Ullill lE.Jl.llLIZATIQti The post planting fert1lfzation program for landscapeO' areas shall consist of a hfgh nitrog@n prod1.1ct (calcium nitrate) applied at the rate of S lbs. per lr000 sq. ft. Th1s app11ci'ltfon shall take place tw1ce~ at 45 days and 90 di;1.ys into the ma1nt@nance period. Dur1ng the months of January through April nitrate shall be u~ed in lieu of 14-7-3 fertil 1zer. cal cf um prllled • jt II ill-• Mix #5 -RocKy slopes Adjacenl to Lois #37. 38 & 39 (Irrigated) LBSIACRE PURITY Gazania splendens-Gazania 8 70% Alyssum rnaritima-'Carpet of Snow' 4 95% Lotus corniculatus 'Kalo' 5 95% Dwarf English Trefoll Eschscholzia californica 2 95'%, California Poppy Cistus corsicus• Rock Rose 2 98\'/,:,, Acacia redolens-Prostrate Wattle 3 99'%;, Mimulus puniceus-Red monkeytlower 3 2"/4, lsomeris arborea-Bladder Pad 4 90% Lasthenia chysostoma 1 75% Dwarf Goldfields Eriophyllum confertiflorum 2 35% Golden Yarrow 85% 80% 85% 75% 75% 75% 55% 65% 80% 75% Fertilizer (16-20·0) Aztac Binder 34.0 TOTAL LBS/ACRE 300 lbslac 120 lbslac Mulch 2,000 lbs/ac 2.18 A • B. C. D • E. f. G. H • I • 3 . ll A. ll..B.lE IRRIGATION MATERIALS Dr1p Valve AS$6rnbly -588 irrigation legend for manufacturer and model type: l. 2. Control valve shall be two '1/ay, soleno1d pilot operated, shall be .nade of synthetfc, non- corrosive materii!ll; manual op6ration •1th downstream internal bleedt va.lva cont.a1ning heavy duty return spring to ensure reliable opertion and no l&~kage at flow rate. Filter shall be direct flow prfnc1ple type elastic or red bra .. with 80-mesh molded polyeTHYI...E:N~ OP. sta1nl ess steel screen. Filter shall havE:i flush dratn valve. 3. Pressure regulator ~hall be a hfgh impact bronze or pla5t1c body with s1lfcone d1aphr.agm arid shall be adjustable and set to sp~cif1ed pressure. Pipe and Fittings, l. Non-pressure lateral line for p1p1ng downstreaa of re~ote control v~lves: Plastfc ptpe for use with solvent weld or threaded fltt1ngs shall be manufactured r1g1d virgin polyvinyl chloride PVC 1220 <Type r. Grode Il, Closs 200. All 1/2" d1•meter p1pe Clas, 315. 2. Fittings: Fitt1ngs shall bH pla5tic !llanufactl.lred ,.1g1d virgin polyv1nyl chloride, PVC 1220 {Type I, Grade 2) Sch 40 conforming to ASTM D 1784 high 1.stpact melded suitable for efther solvent weld or threaded conne~tions as requf red_ 3. ~1>8r>: Sch 80 Type I, Gradel polyv1nyl chlor1d~ (PVC) ASTM O 1784 and O 2464 w1th molded threads. Use teflon tape. UL 1 isted, at connections. EH-12 Twelve-outlet Drip lrr1gat1on Em1tter Head: The emitter shall be a press1,1re-compensatecl type. of two- p1ece screw-apart construction, contllining twelve separate self-flushing pressure compensating control 11al11es, each m.ade of s111con8 elastomer de5igned to withstand heat. chemicals and fart1lfi:ers. The flow rate for each Yalve shall be one gallon per hour at a pressure range of 5 ps1 to 60 psi. The emftter body shall havt:", 112• female p1pe threads. and §crew onto any 1/2" rtset" or bubbler stake. The emitter cap shall contain .an internal filter assembly that can be removed for cleaning purposes while the emitter body rema1ns on the riser assembly. The minimum filtration area sha.11 be 2 sq. tn. and the f1lt1:1r shall not pas$ particulate matter larger than 75 mfc;:rons. The twelve 01.1tl ets shal 1 be designed to accept a .125 I.D. distributfon tube on each outlet. Each outlet shall accept a. shut-off plug to allow flow to be stopped for any number of outlets without affecting the flo• to the remaining open outlets. The design shall allow va.lve outlets to be opened. or shut off. without remov1ng the em1ttc~ bcdy from the riser Gssembly. Emitter Dfstribut1on Tubing: Extends emitter outlets to desirable d1~charge locations. Non-r1gt~ v1nyl chloride tubing •1th outside diameter of .22 1nches maxin1um length 15 feet. Outlet 5ide to pli!!!nt to b@ covered wfth bug cap. E~1tter Access Box: The subterranean e~itter box have a removable lid at ground 1 evel. It sh al 1 slots on either side which are l 1/2" wide by 5 nigh. the total he1ght of tne box shall be 9•. D1:str1bution Tub1ng Stake: A ci1stribut1on tubing stake shall be used to hold the tubing f1rm1y 1n position at the watering point. The stake sha11 be of a design to hold the tubing end above the ':>oil level when the stake is completely Inserted 1nto the soil The holding device shall completely surround the d1str1but1on tub! ng. Tub1r.g Anchors: PVC coated 9 gauge gal"vanized wirb "U~ shaped~ 9 1nches overa11 length. D1strlbut1on Tube Outlet Check Valve (Outlet Cap), The d1str1butlon tuba end shall be fitted w1th • check valve to keep debris and insects from entering the tube .. The check valve shall have a bell-shaped design to ke~p water from running back down the d15tr1but1on tube. Ancillary Material; furnish all niater1als and equipment not spet"":ified above which fs necessary for iii. complete inst~lllltfon of drip irr1gatfon. QRli' IRRIGATION EXECUTIQtt Drip Irr1gat1on Systems, 1. In~tall drip valve assembly as 5hown 1n detail locations des1goated on the plan':>. at 2. 3 • 4 • 5 • 5 • Install rfg1d PVC p1pe lateral lines 12 inches below finfsh grade or 18 inches be1oir pilving in a Sch 40 PVC sleeve. All fittings and i;onnEK:t1ons shall be as shown on Oetails and p~r manufacturer's recommendations. Emitters and d1str1but1on tub1ng to be 1nstalleo p1:1r detafl in subterranean 8ffl1tter boxe5. Stake all surface emitters with approved tubing stakes. if specified. Install end caps per detail as shown on pl ans. Fl1,.1sh system one t1me per month or whflo 3 ps1 loss occurs across filter. Dur1ng the pre-maintenance observation the Contractor will be required to have ex.posed all drip emitters under operation for observation to demonstrate that all emitter.s are performing ,11nd fnsta.lled as designed; prior to placfng of any mulch material. i ,, ' : I CT 81-46 241-6L ,,-,- ! : .. ·/4:.4 ' !, " WIMMER•YAMADA ASSOCIATES Landsc-apf.:' Arc-hHtcture Lend Pl.,~nning 5) 6 flfTl'i AVENUF SA~ DIEGO. CALIFORNIA 92 IO I 6191232-1001 -- LU en <( :c a. LU a: 1-z w 0 l-a: 0 a. a: -<( 0 <( al en _J a: <( 0 DESIG'\ BY DRAWN BY CIIECKED BY l'ROJI:CT SCALE DATE AUG.89 JR SG JR 8S-119.11 REVISIONS SPECIFICATIONS SHEET TITI.F L-23