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HomeMy WebLinkAboutDWG 907-8L; PE 2.87.44; PALOMAR OAKS BUILDINGS 4-8; L1-L15vi . 5 i :ii -~ ~ 0 w ~ i V ~ "' w ~ ~ V i V ~ l> ci I I!! tr} t= :t: ~ I ~ i ~ 0 I V z i ; ~ ! !. i ~ ii: I I ~ i I ! I \ i ~ ~ l i , ii 17. ~! I: l :· et a i ii ' .. i' \s. I I i· \ '! i/ IV i "· i I 19. I, 20. f! 21. ~i ' !. 22. ~i ii i ~ ~- } ~ . . - SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B. LANDSCAPE GRADING AND SOIL AMENDIN3 C. LANDSCAPE CONSTRUCTION D. · SPOTTING OF SPECIMEN PLANTS E. IRRIGATION PRESSURE AND COVERAGE TEST F. PU'(NTING AND/OR HYDROSEEDING G. PRE-MAINTENANCE H. POST-MAINTENANCE (FINAL) NOTE: "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN INSPECTIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON INSPECTION OR APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LODGING COSTS IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE INSPECTION. PRIOR TO INITIATING ANY PHASE OF THE IRRIGATION INSTALLATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF ALL RELATED UTILITY SERVICES AND METERS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF IRRIGATION SYSTE~•.S SHOWN ON THIS DRAWING. OBSERVATION BY Tl-'E LANDSCAPE ARCHITECT DURING GRADING DOES NOT RELIEVE THE GRADING CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE.PLANS AND SPECIFICATIONS. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FILED OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND WE ARE NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY Of OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. Buildillgs 4-8' La1'dscape lniproveinent Plans· 1. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE COi\ TRACTOR UNLESS NOTED ON PLANS. 2. WORK NOT INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CON'fRACT: A. N.I.C. -NOT IN CONTRACT B. BYOTHERS C. EXISTING 3. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CUJ=\RENT ANO APPROVED. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 5. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY BSHA DATED AUGUST 3'1, 1987. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. - 7. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE PROJECT. ALL WORK SHALL BE IN ACCORDANCE WITH SAID SCHEDULE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. • 9. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BES INNING THE WORK. IMMEDIATE NOTIFICATION WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE DISCOVERED. 10. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEG!NNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, AND GOVERNING AGECIES. 11. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED. . 12. THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE CONTRACT, MAKE ANY ARRANGEMENTS NECESSARY TO INSUR'.:: THAT ALL MATERIALS, CONNECTIONS, ANI) SUPPLIES WILL BE AVAILABLE WHEN NEEDED FOR THIS PROJECT. 13. ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR SHALL BE MADE AT UNIT PRICES ESTABLISHED WITH THE OWNER PRIOR TO BEGINNING THE WORK. 14. NQ ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FCR ON THESE PLANS. . 15. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. . 16. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO I FSS TI:JAN 46 HOURS IN ADVANCE OF AN'.(./ SITE OBSERVATIONS OR MEETINGS. . , / ,,• ' GENERAL NOTES CARLSBAD PALOMAR AIRPORT RD. P,0,LOMAR OAKS WAY THIS SITE--'- • SAN DIEGO COUNTY LOCATION MAP ROBLE N.T.S. SHT. NO. SHEET DESCRIPTION L-1 TITLE SHEET & GENERAL NOTES . L-2-5 IRRIGATION PLANS IRRIGATION DETAILS L-7 IRRIGATION LEGEND & NOTES 1 L-8 IRRIGATION SPEClFICATIONS iL-9-12 PLANTING PLANS L-13 11 PLANTING DETAILS 1.,; ... :L,14 PLANTING sPEc1~1cAT19Ns { NOTEs '--•--''''""'----~•lC.i,.,1;~.;~.;;,;;,.,:-4:~ ... -. •a-.,_. __ ,_,,._._ .. , ,.,.,_·c.,.....a~ L-15 , }IYDROSE.ED SPECIFICATIONS. THESE PLANS APPROVED FOR ;.) , LANDSCAPING ,ONLY. l !IA'--c/Y-1c ~ Gkfrii,.,,,£ c5·,,'>:~'sr PERMITSCFtfR SIGNS ND WALLS REQUIRE SEPARATE APPROVAL SHEET INDEH 1-l-AUD ~>::-;c,,,:>i 1-J r.:, "'P ~- J,... f'rr-J:t> ;:,t.... , 1$ A R.r.:A t--1.uscr hl"-ES·T e>"'-. F"-,,.:c..i;;.E;.t, hi.rolt,.\.u/.i l--1r,t bA.1 I<> rJ h r-A:Sc) R..;;;-5 R.l=<Qu , R i""-µ 'b '-{ E · I· A , A PPRou A-c. , \/i L ....__) It! £; • ~I . ' .. (__ u u ' i) ~J! • t) ' ,,D ,, co t) 0,l ':3 J~ N ,_, D ' .. I C!. ~ = 00. ~. 00 ~ -~~ o·~ ~ ~ ~ ~ 0 00. ~~-~! ~f i -··"··-·•···-··- ::! ' .'(/) ~ E-i 0 z ~ ~ ~ i:x.1 z ~ c.!) ~ E-i ~ ~ ::c: 00 ~ ~ 8 -E-i DATE ff/ ,0-M::'W-'C 1;2, k>i::) efP l&vt;:::,.e,z ~M. I:?«? 7 a;...,ra:, 14SEf:T67 PAOGAESS PRINT DATE DESIGN _f::0..::c..t.--- DMJJN ___fl:.i::eA<:..:.. __ _ CHE<XED ____J;.J._,7::.i;.I';,:__ __ SCAlE -1::IP' UALF- PA0.1€CT .87-,036 L-1 Of I~ SHEfTS .,; 5 t; ~ ~ :l! "' i!, \ 0 .•,'\ "' i ~ a! "' ~ ~ V i ~ V a! '" 5 ci ~ ~ "' t; "' I:: :i: 1E ~ i "' i!, 0 ~ ~ V z i ~ 3 :l! =, I I ! ;;; i a: ~ "' i!, ~ 0 I 0 "' 1 ~ ~ ~ a; . ;,; Q ~ ~ :l! ! 0 a= "' t;; a!. ~ ;§ ! :2 I ~ .-I I V, ~ ~ i V, i ~ .,; Ii, ~ I :l! . . "' i!, 0 ; i i ~ ! ( I \ \ \ . ! I ! I ' / . I j / / EXISTING " METER //// I / @' BACKFLOW PREVENTER WITH Pfil;SSUR!;; ~E@Qt,Atdpj / / / / / / I I 11 I I I I I I I\ I I / F~~~rN~¥6~~-~8~~1~~"~~-~~··:J::~A:i~~~n] _ J 13Ji;EAtlli,..AOOl1:!0$,Gf\--OELETIOOSTO EXISTING IRRIGATION•·AS ' ~REQUIRED TO PROVIDE .FULLY FUNCTIONING SYSTEMS Wl,t1CH ! f Pl'tOVIOE . .1-00'lt. COVBAAGE.. CONTRACTOR . SHALL EXAMTl',112' rEX1$TlN() PAfllKWAYS AN~' PROPOSED CIVIL ENGH'fl!reR 1 . IMPROVEMENTS AND SHAU .. BECOME KNOWLEDGEABLE OF ,THi,i 1'ltMPACT PROJECT GRADfNG WILL HAVE ON ,EXISTING svsr~' r,MODlFICATiONS, ADOl1rb!llS, AND· DELETION$ TO· EXlSTll\lu. !•IRRIGATION SY.SfEMS SHALL EIE MADE ON A UNlt PF'IICI; BA$1Sr · ... ~ / / / / / I/ I • i 0 \ \ .C \ BUILDING / i I PAL()\,\.t\R OAKS '-/VAY \ .. -~·-.~.~-·--~.---- I I 4 / l I I . ' \ t \ \ ! \ l1f:~1"T:; " J \L.P,t!S ARE D;AGRM;jMATIC ANO APf'POXIMATt.\ ~LL PIPING, VALVE BOXES, BACKFLQ~ . I jREVEtHERS, ETC,,. SHALL ll[ LOCATE"O 1 N .. .. ~,~~~r ~~~~~R~:~to~~i~ER :;~i:g.~~~;~~?~; ~J ~·-···' . ' NOTE: . · SEE SHEET l: 7 FOR IRRIGATION NOTl:S : SEE SHEET r...-7 FOR IRRIGATION LEGEND SEE SHEET ~-4> FOR IRRIGATION DETAILS · SEE SHEET l...-f, FOR IRRIGATION SPEC'~; .. ,\ ,_· . . 0 20 40 80 · V1 . i 0 ~ 0 ;£ I V \ 2s 0 ~ V1 V1 -~~ z 0 z • ~ ~: C 0 "" 0 \I) 0 ~ a:: OJ ~ ::ia:o => tiU:a:: D UJ :z: z • t:: ~ 5 ,.._ 0 ~'-'- 0 d'. ~ ::, -V1 cr:: r-- .D 0 i±' -V"' 0 a: :z: a:· r-: V CI: a:_ !'11 3 lf1 u :z: "' ,:, a:: 0 OJ "" 0 _, zo/Sc:;:· u '5"" -a: --0 DATES... ~l!!J! ~ I kd e,e. . lta )3;i;'. e,'7 rk\ JM e~1 \:2 7 @m l"l:0fil 81 PAOGAESS PAINT DATE DESIGN f"? i'::bl ' DAfllJN fH Q-IEOIEO _._.,,k,J._:'?a.a.1. __ _ SCALE 1"=20' PAO.lECT __ 87_-_0_36 __ _ SHEET Of \!:? SHEETS \ I Jr·-.. -. ,. .. ---------·-· ,,_., ----"•-•.-•·--"-·-· -- / \ I I I ,...-L.,.U, ' ( I.-'/' r r I / \ \ \ \ \ \ \ ' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ 1NOTE: COH1AAem:t~PA1'CHANO'JUiP>JR...,·· .. ....i• •'';;.i.· ---- 'EXISTING SLOPE IRRIGATION SV$'TSMS AS-NECl!SSNlV TO RESTORE RJLL COVE:RAGE IN DISTURBED AREA,$, .. · _..,,,,. -··--~ -· '" ,.,.,, __ ,. --~"''""-"''"'-···-···-·-•~ \ \ / BUILDING 5 --------- .,,.,,,. / /' .. - ~ ~ ( ' /lj, -~----r+ ' --·-----, --::. I' ;,:(( It ,,, I I¾- 1" I II /" I,, I• 1Y I I I I I I I I I I I ~ ____,~~?=:::q;:r--------------- I I I I BUILDING 6 I ~ I I ..J 1,~-!if-o/t . ,.. . la,, I !-w I w :I: I (/') w I w (Jj I w z --I :I: -0 ·~ :E 0 20 40 80 'T ... -ti'·'r. •\:;: . ( ' ' . ~- -__ -! , ' f· '-'.;'i/'•-: -· r ........ :r --· .. ·4:-;---•, ..... -l. · •· l•"t'··➔ ' -!· .• / .. il_ I .; "l' • :· _i ,, • \c --•-!--_ .. .,4 ...... ,~,_, ... ~ J~:, f j ';. t.''\,l ,· '., '); ···+·· _ i ,,· ·t·~ .. .!. "'' : : :·· . I 'f': 1: . . ' I I --1 "t ' r : ~, -,t-~~~ ,; 4-; ! . -, I ... 4•"· ,.., i . . . : .,:l ' •! --_...;....,~-........ ____ l ·-·'-4" ...... . ,. : -,.;.,_ , .. ,;+··i;I:""· ' - ·;~--..... ~ '""" = 00 ~ 00 ~ ~· j ~ ~ ,~, ··~ ~ f \I ~i ' ' 0 ' I ' ' P-t l iilt:)i ! ril \. ~ ~; ~ ~ . 1 ~ •t!,' ·oj l : ~ zi . - ~l 1=«1, 01 Q' ~! SI 0 00 . ' -~z :~i p:: i < 55 ;~i ~--.I ~'""" ~ ~ < i CHANGES DATE~ ~~ti"" ~ : kd ffl ~t?,1?,,e,J f:f4adt':'Ltlll? 7 «,,T67 l4":!CP!e2 PROGRESS f~INT DATE DESIGN -j,2-<;? I 19::,/ • DAfllJN --=""•lA.a...J c:,.·, -- CHEOIEO _.x:;W,_0.::Jf?'""'---- SCALE _ 1::.".===2-"-0' __ _ PROJECT _1!7-036 SHEET Of I~ SHEETS l I i\ I' ,' ' ' . -~' ' . "' ~ i il!' :;: ~ 0 I :i1 V\ w i § li1 ~ u l 5 s ~ ii ~ "' i :,: ~ ! ~ l 0 I u z "' i 5 ~ 3 ~ i I t· ~ ;!; I g a: "' ,E "' ~ 0 i 0 I ~ il!' 3 a; ,E g ; ~ :;: "' a: i ~ ! 15 l g I :t: i ·~ ;':( i ~ ~ ~ .,; ~ :;: ~ 0 e i i ~ l I\ 1i Ii Ii I I I I' '7' I I I ; 11 ·------------ii 'I, BUILDING 6 I I' I ' 2,' 1" I• I' ~ l ~ , • I t\iil ' I ~ ©:::=6~::@:~~-~,," ' " \ . I I I I. ' I ' '" '-" '-" ' z_" I . . \ r' (' I' I I ' / ' i I ' I I ' ' I I I I BUILDING 7 ·<~·'._;•,;\f1;-f ~-:e~ ~-~~-.:~]; I ! ' I ! I ' I ' ' ' ! I ! I I I / I I ' ; ' ! ~ ~ ... · ....,,._ -~':.~ --"-.t,-ti;:,-• -__ '-_· ,_· .L. 'Ci ---- I _, j I ! I I ' I I I / I I / I " , JI/ ¾ ' I' • 20 40 80 •·.t;;z.,,;"'1" ~ "· ·--l_i -.. l ,~ .•· .• I ' ' '' . i '., ·--. •~ :. -' . ·--~ ' ' i ' ' l ··• I ' .... f , .. ·.i .... L- .OlANGES DATE fN u,,+z(~ t?:: I 1:>r,l ,:e ----· 14: :@%, er? €PEI 11•1, ear,, 7 gzc~, ---· 14 :;,E.f'T{57 PAOGAESS Pf'IINT DATE DESIGN __J~ 19:,,1 I DAA.UN _r_,.(Jd.;i...e __ _ OlECKEO_ W~E::eQ:.,!.. __ SCAlE ....J:'.'_=_20.:..' __ _ PAOJECT 87-036 SHEET Of "=> SHEETS \ \ i :I! I c'i i !ii ~ "' ~ t;; ~ !ii ~ V I Si \ii i ,a i ~ ~ ~ '" i': c'i ·! z g ~ g 3 ~ !i: t= :,:: ~ i i ~ ~ .; I 'i i!: "' s i I I i r " ~ ~ i ! ~ i!! ~ a: 0 ~ •.. 9 " '" g a: vi ~ ~ ~ "' ~ ~ i ~ i;; Ii' I f is: ,, :r ! i: ~ ~ ;r a'. ~ 0: ~ ,. "" ,, ' II I I I ·1,, ... / '"""', ... /,.;/,/ ---·--------------·-' -·-·------·-· ... ,---------··--·--·-;·"- ' • ",~ -~---~--- ~"-.. j • I ' I ! I i ' I i I 1 I I I __ j, • ! i , I I i [J i I m ; i ' '1 i ; / ' ' BUILDING 8 ·, ,/\, ' . r; u /< 1%', .... ., • • ' ' r .. -----.,._ ,,---• -3it't · \'l<'_'IV('----~ _ ---.,. -•--. .. ___ ,NOTE:'.· EXISTING IRQ!G~TidN ·~YSTEMS AT PA~KW1'Y ARE TO REMAIN. INTACT. CONTRACTOR SHALL BE 'RESfONSIBLE, FOR , .Ri:PAIR, ADDITIONS, OR l:>E,L.ETIONS TO EXISTINQ IRRl(3A.TION AS 1 1 REQUIRED TO PROVIDE FUU-Y.F'UNCTIONING &'/'STEMS WHICH )?ROVlDE 100o/o COVER.h.GE. "CONTRACTOR ·SHALL EXAM1NE ! .EXISTING PARKWAYS ANO PROPOSED CIVIL' iNGJNEER ; IMPAOVEMENTS ANI'.> SHALL BECOME KNOWLEDGEABLE OF THE 1 ,IMf>ACT PROJE;CT GRADING WILL HAVE ON EXISTING SYSTEMS. ; MODIFICATIONS, ADDITIONS, AND DELETIONS TO .,EXISTING· . 'IRRIGATION SYSTEMS SHALL BE MADE ON A UNIT PRICE BASIS. ' . .. '··.· ··.· .... • . ' .··.·. ,~-. ".""~':"-.·....,,.,., : . :·. ·, ', •• ' : ':, ., ' "' ' ' '' ,. !, .,J P1..Af1s ARE olAGRAftMAT 1 c Ar,id ,;«PPRoxrMATE°'. ·_"ALL., PIPING, VAt.V,E BOXES, :eA,:,KFLO\/'···, ,,,, PREVl:NTER.S.i ~TC,; SMALL 6'1! LOCA.tED IN:, PLANTING AREAS; NO lRRtGA:TION'·!!Q1J1~,~ ,: • M~-~ALL .BE ~QCAl'!D l N1 :~I.OE}'~~l,.KS:: \~-/ 1 NOTE; . ,_r ·· I SEE SHEET L-'1 FOR IRRIGATION NOTES 1 SEE SHEET L-1 ·FOR IRRIGATION LEGEND, I SEE SHEET L-'1• FOR IRRIGATION DETAILS 1: SEE SHEET L-e, FOR IRRIGATION SPEC'S 0 20 40 80 ; ....... ,.,,,,,.\•-, "~• .,,..,_, • , ... , ... h ~~- ,'<! ·-,"' I· ~'.' ;_ tl•.1:~~-! ' ' • I~ 1 ••t ~ ~: 111 ,I • •"' J 1 a i ' ' j J '·-"· , .;-i--i·• ~-h,-,, I , " _,, ! ./ " · .. _.,' ·-... ..,_J.. J ·"'·"'" ' '7': ,. ' ' ,. ·-.· i ~ ·, ! ··• '.l ' I , : t. , . , --l "•t ,L .. -,➔ . i' ,,· _!• ,. ,' +•.·_,., :_~·,,, -~ ., l.i -~ /1., ·~ -+ ' . ' '. " ; :, I I .-, ,. l ·--<,'A~"··.· , f· ·-· 1"· "' · i t . ' . ' " ' ' I, I i s1 r-r+·-·-- 1 .1 . •• • .! ' ' ' "'!/, ' ! l 1 .. -~.r-l .... :· .. ,,, CHANGES DATEFJ-1 ~~r: I~ .Jpj. ~ ---·-ke m,-."7 ·. f1£Wt1, f!IO 7 P?,,Te:7 ___ ,_ 14 -;j!i:;f'TJ':,7 PAOGAESS PAINT DATE DESIGN ~ i'+,l -I DMJJN _:_-i:!r-'..::.ibl'-""-....... -- CHE<HED -"--IC\b: ... 1?2.o<.J.B.._,_, -- SCALE _t:..".;;:==2:.::cO_' ----- PROJECT_ 87-036 SHEET ' \ ! ,I i ~ I I ~ ! I i l!l I ! i ' ' I . . ' " ,--------·· ~· -,,::ue u1-1~ ~ V.bl.vtf., • . ' ' . . ~-,e.1f !!1-lO ~Ha:::.,t:t:t~ ; ·' ''!::1.J~l..let;) i,.i/ VA,1.,VS, , ' , :fl---· pyc, -.~. , .. ~OH' ~f'FUT'- ..--~A ~va...... . . ••· "'"' . ----.-.----fVC, ~f:U,4;.. i , ~ ' ' f . ,__ ______ ...,.... .... •~e caJ~e ~ ~I"-. lTO .pe.j VALVE! ·~. D-1;) ' ' ' ""'·••--,•--·-·-·•~--.. ~ ·--~~·· ·:->· ·_-:;t-~-, ,,-;., ,. " ' r . JI• -,. I •. ~ . ·<f . .' i 1 VALVE' \ji'.)X WllOCKING UO, •·· • . . :fl_OW ~TROl WI STAR HANOLE -·• · I 12"0lA~ETEAlOOP ,, ______ ·-,·--··•·· , ' ' r' PEN-Tile wme CONNECTORS -~ ........... . , ';FlNiS!l in11Pe j'. BELOW VALVE 1l<>X • TOP IN l~WN AND 2· IN SHRU0-1 •,, , ~,., ,~==~::::::;it~ ' .. ~ ' 1{ . , ;,: '• • • . ' n •-+---MANUAL CONTROL PET-COCK ---·---P.V.C. SCH 40 NIPPLE rfu~>U.JI·-... e--P.V.C. SxS ELL -P.V.C. SCH 40 NIPPLE fVC. MAIN (CLASS 315) 011 SCH 40 WI 18" COVER w, , . .f . Jft<,, ' . ,, . '.. >tf+ .. :·ti ··~,ESSURE REGULATOR #500 YS01;1 -\r-. ---------.~ 1 ·-· '111/ouceo PR~SSURE :, ! •IMCKFLOW PREVENTER_•...,·~--+ , ' +-------BRASS NIPPLE BRASS ELL ·oo ~ . , 'It-•• le___/, ~ y' r . ·, w,\,&os ,,..,,oo '"""" sm,.,.J I \ ~ ... ~ ;,;, ·_:rnLOOSEKEYCLEANOUT •. • - lllif.c.1 illl .::!f 11111: ~• ill ~~ -'-----BRASS RISERS------------➔ • FINISH GRADE 1--.---~RASS NIPPLE --------------F,;,+-~ ·, ..-i----12" SQUARE CONCFfti'TE THRUST BLOCKS----+. ..... :r:·:,":·~·-··-·(,'·•_._~--j .. _"_)_'.:--==-.:...= ;:, '::::~80,0N e. C ,.: ~ :NV,SJf ~ .. . /' NOTES: I 1: NO CLOSE Nl~LES TO BE USED . . . · . . 2. PAINT ENTIRE U.NIT WITH 2 COATS FLAT'. ~:-f NAl,AEif@.OIL:t» ~ \ 3. PROVIDE LOOSE KEY FOR CLEANOUl'VALVE · \f;i'f l>l-10~9,l""'C-f-i.J : 4. PROVIDE LOCK (Wllr! 2 KEYS) ANO CHAIN TO SECURE (SATE V~VES .. , . , 5. ALL TEES, ELLS, ANO NIPPLES SHALL BE RED BRASS . · ~ ' ' 1,•. ' ::;::====================::::::==================~:::===================::::::.::::===================::::::.: i[ D quick coupler" ][ C ball valve'. }[ 8 .remote· control valve ) A 0 I , r 4 ,•: (1.' ' -l . • i ! >i' '. ,. :·-'!I' ' . ' , f---.--ANTI -t?JE!AIN VAi-Vi:- ~'-.,I' ..,_-.-,,,f't =-,<H (!!,O F"v~ rr--· fli,..JI ">t ""f2-'l'-0 ~ " fU!!:" l,.Jlf'f"LI!-• ~~ ,, ~M.F-~N) II~ f"U!X'(Wµj"J'l!,) 16 . ~~ ... ,_----z~.)_-:_-:_-:_--:_-_-_-~--.. i,r--. pv..:. l,o.~I.. - ....__. ____ ,~·"· ~~ ,.. 'i>f1, ..,..T ""'• l!U- ,. ,-. '• t,'f 1(£AM ~ lt>lt • 6).4'-J. ~i ~ ~· ..... . ~ l.<%lt,' I rr~1... 1 .• , -• ....... --AN11-~tN ~vt;. ~ · .. • . •;~ ' • ' i, ' ' 1· ....,. ______ _ I. ! !. . ! " WAL.fl__ e,u~, H~~, ere..-. FINl"?H 6'~ . ,I,,. ~ ' ' " fc?io-UF Hl::;.bO \.l I tH· l-i·l9-b . A.Hil -OAAIH \/AL,vt ··· -. II◄~---·~·-JIJ_U ~ et::' F'v.C. • I ' NIPF\.e. ---~-½-11 ~ NIFrt-e-1 MAitFA . f!=~CAL I~ l~N). . -•~TAA F~'ii (1-Jl-ltf15) , . ... I~ NOf ,Aff'JlO'Jl?P. ~=~--~""2,._;; ~ V,c;. l-ATI=F'AL- t • . • ......._ ____ r;vc.,.·,.~)(.(e:11'f -rs.~ 0~ ~)(, T °10° 1::1--L. -!'>( ~ackflow preventer w/ ·.press .. ·. reg. .. • ( ~, fl3'-M~,;. ~ .t?L>i.JT' 'ro -~,:.u .t.6.u.-) · \ -~e>,Z. lvE.T,,.,_ ~ (~Ni '.lb.~ N/>,J.L tD!L1<''! .]1,. 'i~•l! 4 ,)t "+ l~'j: • + -1 : 1 · ' T.r : r,, , f f~~·-, '''"'! ' ';' 1 '. . ; ,~jL. ! ~ , ' l I 'iiJ. ~.f I IJ! !l!i ·····~· -='li :1 · ···· l t .I i' : -:,. ....• ! I ""' ,., ....... , I . --+ ' , ' .. ---:---1 I ·-i -,-----➔ , ' . ,,.;~, . ...- J ... ~.~ ,1 j .,.• ... , . -, DATE fN ~M~C. tz. I ltd e& k'e 1?!!4-ea fflFJ 1t1,f211? '7 o~T02 ----f4::~f'Tf'>1 PROGRESS PRllff DATE DESIGN ____E~-'~=---- OAfllM __;_J")..._~ ... ·~-- OtEQiED ___j}.f?e,~.,.,._-- SCALE PROJECT _ji7-036i SHEET (H ]l_G _____ st_re_a_m_,r_ot_qr_ .. _____ )(F l-~ ](_E ______ ir_ri_g_a_ti_o_n_c_. o_n_t_r_o_ll_e_r_: _____ ) OF ~ SHEE"rs \ I I • j ' . ,..,. ··---····., ,.,,--,-"'"""C'''"-··,•:·· ·;·~·'"".';_//::·-r·?··~~,,·:; ' ' 1 ~ <, ,i, • ' ~ ~------..~--.·,:-:··.·WALK, CURB, HEA~. E'n> ' I r. 'i .. ," \, )' I ",',. •,, 'f l:t111 :tl•---'--,..T, ~NTI-OR.liaN VAI..VE •• , 1 ,,., ~ ' J 1------112" SCH. 80 PVC NlPPU!: • Ill • I . ,.,-·· ,._.;._ _ _... __ 112• FLEX NIPPLE MAxFA "EXCAUBEA· (BROWN) "EXTRA FLEX" (WHITE) IS NOT APPROVED '1",..... __ ..;..._..., ,._ PVC LATERAL r-PVC SxSxT TEE OR SxT 90° !;.I,( i ·stream rotor head on riser C -,---. ..-·-~--·· -· " ......... ,. -~--~": • ~---·:~···:,.·•---------· 1-:·· IT IS INTENOEO THAt THE CONTRACTOR SHALL COOSTRtlCT, ASSEMSLt: ANO INSTALL SYSTEMS IN A SATISFACTORY MANNSR, ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS, COMPLETE ANO FUNCTIONING PROPERLY IN EVERY WAY, LEFT READY'f'OR ITS ' 1. I , INTENDED USE ANO/OR Ol"ERATIQN BY THE OWNER. : • ' : 2. CONTRACTO~ S~ALL BE RESPONSIBLE FOA DAMA~ TO PLAN~ MATER!At. DUE TO S'l'STEM 1 FAILURE DURING INSTALLATION OF PLANTS AND MAIN! ENANCE PERIOD. , • 3. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXIS1:.l=NCE. LoelATION 4. AND SIZE OF UTILITIES ANO SERVICES PRIOR TO TRENCHING. ' PRIOR TO BEGINNING WORK CONTRACTOR SHALL VERIFY WATER PRESSU~ O~.S.I. AT . , THE WATER METER, AT AN ELEVATION OF 146 FEET AND ALSO VERIFY MAIN LOCATlbNS AND'·· SIZES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADE$. i 6. CONTRACTOR SHALL COORDINATE WITH OWNER ANO OTHER TRADES TO HAVE POWER 1 • AVAILABLE TO THE CONTROLLERS WHEN NEEDED. 1 7, CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVl=S ANO CHASES UIIIOER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED, 8. POINT OF CONNECTION (P.O.C.) SHALL BE(€il"lifL~_e.HJ4:>) ' 9. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTA'l.L Y. I f 10. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. 11. PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE SIZE LARGEfl THAM , VALVE SIZE UNLESS OTHERWISE NOTED. 12. PtPtNG AND P.V.C. ELECTRICAL SLEEVES (P,V.C, SCHEDULE 40 WITH NO. 12 PULL WIRI:) UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED, (24" MINIMUM BELOW PAVING EXCEPT 18" FOR IRRIGATION LATERALS), PRIOR TO PAVING OR REPAVING, ANO EXTEND 2 FEET OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK PAVING WITH "E" ON BOTH SIDES OF CROSSING. SLEEVES SHALL BE A MINIMUM OF 2 TIMES THE DIAMETER OF PIPE TO BE ENCLOSED OR, FOR ELECTRICAL SLEEVES, LARGE ENOUGH FOR ALL WIRES INCLUDING AT 1 13. PLANS ARE DIAGRAMMATIC ANO APF'l'iOXIMATE. VALVES ANl'J OTHER IAAIGATION EOUIPMENT SHALL BE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE! EDGES C'F PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO 00 SO. I' . 14. CONTRACTOR SHALL PAINT BACKFLOW PREVENTOR ASSEMBLY FLAT l!!LACK ANO LOCATE 1T i IN A SHRUB AREA, AS APPROVED BY LANDSCAPE ARCHITECT. 15. PLANTS 24" BOX SIZE AND LARGER SHALL BE PLANTE!') BEl'ORE MAINLINES ANO LAtEAAt 1 LINES ARE INSTALLED. 16. ADJUST PRESSURE REGULATOR TO ACHIEVE 10 P.S.I. MORE Tl-lAN THE.MtNlMUM HEAD OPERA TING PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM AND/OR HIGHEST : AND LARGEST:SYSTEM. SEE IRRIGATION LEGEND FOR LOWEST OPERATING PRESSURE 17. PROVIDE ALL PRESSUR:E REGULATORS WITH Is RANGE Sf>111NG$, CONTRACTOR SHALL , ADJUST FOR PROPER OPERATING P.S.I. OF HIGHEST ANO/OR LARGEST SYSTEM IN THE FIELD ' . Hl. VAL\t~S SHALL BE MANFFOLDED 'l'CGE'l!HER WHEAEVERJ:•oSS!8LE, LOCA1E VALVES IN : SHl'fflB PLANTING AREA WHERE POSSIBLE. VALVES SHALL BE SE'fWED BY AN Ul"STRt:AM . l .. ' CONNE~~l~N-~~UAL IN SIZE TO ~HE hARGE~~SIZE __ L_~~:':~==EAVIN~ TH~ GR(;}U~ •• ?f ~ ("-H ________ ]lG ltrrigation · notes I ., ..• ---• • ',. ---' • II .. t~ ., I. ., • ' ·TORO 'f'ORO TORO TORO TORO tORO TORO $1l>X·4'·SST S?Oll!-ll'•SST . "·· . 3(14-)0(,01 31.0-XX-01 " 312•XX-01 304-XX-0'2 308-XX-02 3119-XX-02 3114-XX-03 ,. 30'6-XX-03 308-XX-03 TORO , 309-XX-P3 . OFU(SPl'IAY LOW GALLONAGE LOW GALLONAGE SPRAY HOO ' LOW GALLONAGE SPAAYHEAD . '' -<( • : . 'LOW GAlLONAOe . SPRAY.HEAD 90 90 . 180 270 . ' .• ' . ·-'lM\XIMUA' ..• ' -. IAAPJUS , Sf'ACJNG , .GilM . . . 7' ' ' " 7' ·12· 12' ' 12'' .• 0.70 , 1.00 fSI ' 25 ' 25 . LOW GALLONAGE $PRAY HEAD 380 ... -\i,- 2 llO '' ,r :?!i 1 ADJUSTASLE AAC ' Jl'RIP SPAA Y HEAD ADJ 3'X12' STAIP SPRAY HEAD 4'X24' s,mP SPRAY HEAD 9'X18' 12' 3'X12' 4'X24' . 9'X18' STREAM ROTOR !iEAO S'TfiEAM ROTOR . HEAO STREAM ROTOR HEAD STREAM ROTOR HEAD .. • STREAM ROTOR HEAD STREAM ROTOR HEAD ' STREAM ROTOR . HEAD STREAM lilt;)TOR HEAD ' STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR HEAD STREAM ROTOR ltEAD 90 1$' 157.9 18' 180 16'. 225 16' 270 16' 90 21' 180 21' 202.5 21' 90 28' 135 28' 180 28' 202.5 281 ,12' 12' . 9' 16' 18' 18' 16' 21' 21' 21' 26' 28' 28' ADJ 0.50 1.05 1.00 0.57 1.00 1.14 1.43 1.71 Q.72 1.44 1.62 1.36 · 2.04 · 2.72 3.05 , .. •~ 20 20 eif•· 35 35 35 35 , 35 · 35 35 35 f ' ' ' I I ·0 t::, □ tSYMBQI. r.A I, 1 1 t I r . I I, I . I I ! I . I i i I 0 © ~ , ___ _ ----- 18] : P.O.C. i INDICATES 4" POP-UP HEAD INDICATES 6" POP-UP HEAD INDICATI:S SHAUB l'IEAD ON RISER MANUFACTURER RAINBIAO RAINBJAO WILKINS RAINBIRO KING BROS. IND. .,, , MODEi NUMBER EIIIA·C P-SERIES RPA J./)J2_ 500-YS 330 BTU·V·SERIES : BEMQTE CPNTBQL,YALYE; ' QESOfl1PTIQN " I I I l . ' ELECTRIC REM0TE COJIM'ROL ! VALVE INSTALLEll/ IN AMETEK! VALVE BOX. I I ' REDUCED PRESSURE BACKF'LOW ' PREVENTER WITH GATE VALVES. ! • I \ PRESSURE REGULATOR WITH YS· i ; 100 STRAINER ANO LOOSE KEY • HOSE BIBB CLEAN-OUT. SEE IRRIG, NOiE~ FOR SPRING RANGE QUICK COUPLER VALVE, 3/4" TYP. BLOCKED TRUE UNION, BALL VALVE, LINE SIZE. IN VALVE BOX. AUTOMATIC CONTROLLER kj61 L : MOUNT PER CONTROLLER DETAIL., MOUNT ON QJJ~DJ"-WALL. I l ATERAl UNE; CLASS 200 PVC WITH I 12" MINIMUM COVER, 18" BELOW; PAVING. ' ! LATERAL LINE: PVC SCHEDULE 40, ! 18" BELOW PAVING. MAINLINE: PVC MAINLINE CLASS 315 ! WITH 18" MINIMUM COVER, ~4" I UNDER PAVING. I MA!Nl !NE: PVC SCHEDULE 40 WITH . 18' MINIMUM COVER, 24" UNDER 1 PAVING. ' .. . :..:...,-,...-: .--·,., ·.,~;. .. ,.,.""•.''•.~,,-.,._..,,ca~,.,_,,,..,,...,.,_. "" ,, •· " ·-•. ,.,.,, •. , ~•----e~ .. --_.,..,_..,.._,.,..,--.-.-•. -"" . ..,_ ____ , •~ 28' 28' , _,.,._,lc-~~ ..... r-""!'1--....,,, 4.0i 35 _.,Z.~-..1.. INDICATES l•LAWN SYSTEM, S•SHRUB SYSTEM INDICATES CONTROLLER AND STATION NUMBER INDICATES VALVE SIZE 1!11 ·, '[ORO 312·XX·03 .. STREAM ROTOR HEAD • 270 28' %3 TORO TOflO ' STREAM AOTOR ,, , 'HEAD 380 380 28' f,,;,' .211' ' • 24 31.,:xi,62 t STREAM ROTOR . •HEAD 21' 21' IS )(8 ;-. --i~~. 2b. irrigation legend Pl'IO'v'IOI! LM SIZE !3All. V'M. VE, IN BOX , Uf'STREAM OF EACH GOOl:JPEl!l MAllllFOLll OR . . ·PROVttfe AUTOMATie CONTROL V Al VES WITl'il PVO UNIONS ON BOTH SIDES OF TME VALVE, CONNECTIONS SHAil. BE !14AOE HORIZONTALLY. ' I ik. VACUUM BREAKEAS ANO AN'fl•SIPHON VALVES.SHALL BE A MINIMIJM OF 6" i1eOVE THE i I HiGHESTHEAOOFlHATSYSTEM. I~- l • I ! ' VALVE BOXES SHAU.BE MANUFACTURED BY AMETEK (PIT #10-170-001 ANO COVER #10-173- 004 OR CARSON #1419-28), ONE VA[VE PER BOX. LOCATE IN SHRUB AREAS WHERE POSSIBLE AND GROUP TOGETHER PARALLEL TO EACH OTHER SET BOX 2" ABOVE FINISH GRADE IN SHRUB AREAS AND FLUSH IN LAWN AREAS. INDICATE ON LIO THE IDENTIFICATION NUMBf'cR OF THE VALVE ANO CONTROLLER CLOCK. LETTERS SHALL BE 3" HIGH, 1/2" WIDE ' i!O, REMOVE BURAS FROM: _ . P.V.C. PIPE ENOS PRIOR TO CONNECTING OR SOLVEN'f ! ' ' j \ IJSE SOLVENT MANUFACTURefli•s RECOMMENDATIONS FOR CLEANING PIPE ENDS PAloA TO MAKING SOLVENf WELDED CONNECTIONS. · FLUSH PIPE OLEAN PFIIOR TO INSTALLING SPRINKLER HEAOS. · REQUIRED AT EACH AUTOMATIC CONTROLLER: 120 VOL TS, 60 CYCLES, SINGLE PHASE, PER MANUFACTURER'$ REQUIREMENTS WITH APPROVED GROUNDING. 120 VOLT POWER ANO CONDUIT TO CONTROLLERS PROVIDED BY OTHERS. "AS-BUILT" PLANS SHALL SHOW SOURCE OF ELECTRICAL POWER, LOCATION OF CONDUIT, AND CONDUCTORS FROM SOURCE AUTOMATIC CONTROLLERS ARE WALL MOUNT. ,/$. CONTROLLERS SHALL BE PROGRAMMED SO WATERl~O WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY, CUSTOMERS AND/OR PERSONNEL. : •. DIRECT i!M'IIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, U.F,, U.L. APPROVED. 14 GAUGE (MINIMUM) PILOT AND SPARE WlRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND , ! '• ·, i 1 RETURN WIRE. W1RE COLOR CODE TO BE AS FOLLOWS: , . · j : COMMON GROUND WIRE-WHITE. i I-: . ' . · EXTRA OONm◊l WIRE· RED. l ! a,. wiee CQ!We;¢TIQNfi: NEUTRAL, PILOT AND SPARE wtFts SHALL BE INSTALLED WITH A TWO: . FOOT {!n COILED EXCESS'WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE 1 .. / SPLICE SHALL BE Et,JCASEO IN "SCOTCH-PAC" OR "PENTITE" WATERPROOF EPOXY . ; . CONNEC1'0RS, WIRE SPLICES SHALL BE MADE ONLY INV AL VE OR PULL BOXES. I k: ·• CONTl'lOL WIRE$ SHALL BE BIJN~ED WITH ELECTRICAL TAPE AT s·-o· INTERVALS AlltD I l . !!U~IED BENEATH MAINLINE WHERE POSS1BL€ OR, AT THE SAME DEl'TH AS MAIN~INE ALOf'!G I 1. , . , , •. ~ .' . ' ~. PROVIDE ON!i SPAl'IE Wll;1E FAOM THE CONTROLLEfil TO THE FARTHEST VAL VE LOCATION'ON .. ·• -~ THE SITE JN liHE FOUR MAIN POINTS OF THE COMPASS. · ~t 'OONTMCTOR S»Alt ADJUST All IRRIGATION HEADS TO FULLY COVER AU. PLAN!flll/0 MEAS ; , f tAND NOT 'JHflOW ONTO WAU<S, BUILDINGS,, OR WINDOWS. . . . I I ~:' , · 'tMn;6r SHRUB H~ AO-JACENT to STR£ETS'. CURBS. ANOioR WALl<S SHALL.nE tou1PPE-D • [j .i WIThi 1,~~1~0:c_~:LARs._ _ . . •.. ·-., _ __ _ _ .. )[F irrigation notes contrd I '/z." INDICATES G.P.M. FOR THAT VALVE •>-~ 1 1 NOTE: ALL IRRIGATION EQUIPMENT SIZES INDltATED ON PLAN, ][A , irrigation legend cont'd 36. PROVIDE ANTI-DRAIN VALVES ON EACH RISER QB IN EACH SPRINKLER HEAD PER IRRIGATION LEGEND AND DETAILS UNLESS ANTI-DRAIN VALVES ARE PROVIDED IN EACH HEAD BY . MANUFACTURER. VALVES SHALL BE SAME SIZE AS RISER, AS MANUFACTURED BY VALCON, 1 IRRIGA'rnON SYSTEMS SHALL NOT SPRAY WATER ACROSS PROPEFNY LINES. i 38. WHERE ON-Sl'FE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, CONTRACTOR SHALL USE TfllANGULARHEAD SPACING, WHERE POSSIBLE. SEE LEGEND FOR MAXIMUM SPACING. . . • 31!. OBTAINCOVERAGE-1fEST APPROVAL FROM LANDSCAPE ARCHl'rECT PBIQB TO PLANTING OR 40. CONTRACTOR'S MAINTENANCE PERIOD SHALL Wlt ~ TERMINA TEO UNTIL THE FOlLOWiNG CONDITIONS ARE SATISFIED AND APPROVED BY THE l;,t.NDSCAPE ARCHITECT: A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. ' . B. PROVlDE REDUCED SCALE DIAGRAMMATIC PLAN OF SYSTEM, SEALED IN PLASTIC,' . IDENTIFYING STATION NUMBERS AND AREA THEY WATER. MOUNT INSIDE EAChl c. ' "AS·_BUILT" DRAWING$ SHAlL INCLUDE LOCATIONS OF MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE, SLEEVES, CONDUITS, CONTROL WIRE ROUTING, ANO BELOW GRADE HEADS HAVING A RADIUS OF 30'-0"+. LOOA TE, ON REPRODUCIBLE MATERIAL,BY DIMENSIONING FROM TWO (2) FIXED POINTS. 41. AN ENCROACHMENT REMOVAi. AGREEMENT WILL BE REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. 42. WHERE FIELD CONDITIONS REQUIRE CHANGES, HEADS SHALL BE ADDED OR OELETEO IN ACCORDANCE; WITH THE MAXIMUM SPACING LIMITS ESTABl.1$HED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTEO•ACCOROINGLY. WATER VELOCITY IN PIPES SHALL NOT 43. CONTRACTOR SHALL REUSE ALL EXISTING IRPIIGATION MATERIAL TO BE REMOVEO OR RELOCATED. PROVIDE OWNER WITH ITEMIZEll LIST OF All REUSED MATERIAL. • )[ E irrigation notes cont'd ,JJ .,, • C 0 ~ ,._ :::J .D ' • CHANGES DATE~ -------------------- ~@r te:,k>clee> ----1c, ~ f2J P@l::blM, ~10 7 XT B7 -----l4; '=£F j e,1 PAOGAESS PAM DATE DESIGN -·"-~-=---- DMJJN _,..,r:.:..r.c'd1..-__ OfECHEI) _ bjJ::,t, SCAt.E -·-~---- ~ _.'.!~'7-03~ I SHEET l··\7 l ) Of II!> SH4EErS • fl □TE: I • I I ~ I I V IL ! ; @ i ,a . Iii i I I I I • l t'.i I ; :<, I i ~ \J i I ~ il •.. I :-~~"'·~- I i i I ! i I ~ I j ~ ' I ~ 12 I LANDSCAPE fRRIGATION SPECIFICATIONS lHE GENCRAL M!O SPECIAL CONOITIOWS NOT(□· HER(IN AR( AN INTEGRAL PART or TH( LANDSCAPE PLANS ANO MUST BE CAREFULLY CONSIDERED IN CONN[tT!ON HEREWITH. PURPOS( or THE SPECIFICATIONS: IT JS TH[ INTENT or THESE SP£ CI FI CAT IONS THAT: A, THE UORK Of' ASSEr:BLlNC ANO lNSTALLJNG TH£ SPRI ■lt­(ER SYSTEMS WILL BE ACHIEVED TN AN EFFICIENT ANO SATISFACTORY MANNER ACCORDING TO THE HIGHEST \JORK- MANLIKE STANDARDS ESTABLISHEO FOR SPRINKLER INSTALLATION ANO OPERATION. B. THAT THE f'INISHEO ~YSTEMi SHALL B( COMPLETE JN EVERY RESPECT ANO HALL E LEFT READY FOR THE OPERATION TO THE SATISFACTION or THE O\JNER. ACrnROINGLY, THE RCDUIREM[NTS or THESE SPECIFICATIONS ARE A PART or TH[ SPRINKLER SYSTEM CONTRACT. SC OPE or IJORK: A. B. T~ yoRK INCLUDED IN THESE SPECirICATIONS SHALL CONS ST or TH[ fURNISHING or ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES ANO ALL OTHER COSTS, fORS[[ABL[ ANO UNfORSlF~BL[ AT THE TIME or CONTRACTING, NECESSARY ANO Ar~ROPRIATE FOR TH( . INSTALLATION or A SPRINKLER cYST[M AS HEREIN SPf(Jf!(O ANO SHO\JN ON TH[ ACCOMPANYING ORAWINGS,OAT(O 7 «<T bl NO DEVIATION fROM THESE SPECIFICATIONS, OR FROM THE AGR[EM(Nl. OR FROM TH[ GENERAL CONOlTJmis JS AllfHOR!ZEO ANO NO SUCH O[VIATION SHALL BE MAO(, UNLESS TH[ WRITTEN AUTHORIZATION THER(fORE, SJGN[O BY THE ow,·<:R OH HIS DULY APPOINTED REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. GENtRAL CONDITIONS: e. c. o •. (. f. H, J. [X[CUTIONl CORRELATION ANO tNT[NT or DOCUMENTS: THE CONTR CTOR SHA[[ ABIDE ev, AND COMPLY· WITH, THE TRUE INTENT A~O ~[ANING or TH( DRAWINGS AND SP(CIFI- CATIONS TAKEN AS A UHOLE ANO SHALL NOT AVAIL HIMSELF TO THE O(TRifll(NT or THE IJORK Of ANY MANIFEST E'lROR OR OfllISSION SHOULD ANV EXIST. f!GURES, DIMENSIONS ON TH( DRAUINGS SHALL TAK[ PRECEO(NCE OVER M(ASUR[MENTS BY SCALE, ANO DfTAILEO DRAWINGS FURNISHED SHALL TAKE PRECEDENCE OVER GENERAL ORAWINGS SO fURNISHEO. SURVEYS, P(RMbTS AND R[CULATIONS: TH[ OWNER SHALL rURNJSH All s R0tY5 UN[tss OTHER1Jtsr SPECiflEO. PERMITS Al'W LICENSES NCCESSARY FOR THE (X[CUTION Of THf UORK INCLUDING, 811T ll!OT L!PllTED TO, BUILDING PERMITS rROM THC CITY OR COUNTY BUILDING OEP~RTMERT AUTHORIZED TO PERMIT TH[ WORK, SHALL BE SECURED ANO PAID FOR BY THE CONTRACTOR, ORAIJINGS ANO VERIFICATION or OIM[NSIO!IS: 1 •. 2. ALL IRRIGATION SHALL 8[ IN ACCORDANCE IJJTH PLANS ANO SPECIFICATIONS. THC CONTRACTOR SH~LL CHECK ANO VERlfY ALL DIMEN- SIONS INDICATED ON THE PLOT PLAN, THE CONTIIACTDII SHALL ACKNOWLEDGE THAT H[ HAS VERtrtlD ALL Dll'l[N- SIONS Aro SHALL Ii □ICAT[ ALL DISCRE~AN~I[S I~ PLOT PLAN, If ANV. ANY INDICAT(O DISCREPAfC!ES UILL BE CHECKED IMMEDIATELY BV THE OIJl!E'l BY IN- FIELD r-l[ASUR(M(NTS At;O tr ANY OISCRtPAIJCY BE rouNO, THE O\JN[R WILL AUTHORIZE, IN WAITING, ALL NECESSARY ADDITIONS OR DELETIONS, tr ANY. IF THE CONTRACTOR SHOULD fAIL TO NOTifY THE OUNER, HE SHALL, IN All EVENTS, SUPPLY ALL IT[MS INOICATED BY THE PLOT PLAN UTTHOUT RICHT TO COMPENSATION FOR ANY NECESSARY AOOJTiONS. SPACING or SPRIN¥LER HEADS AND LOCATIONS or VALVES AND VACUUM BREAKERS SHALL BE AS INDICATED ON TH[ DRA\JINCS UJTH CONSIDERATION BEING GIVEN TO PREVAILING UIND CON- DITIONS. CHANCES: THE OUNER AND CONTRACTOR HEREBY AGR[[ THAT TH[ O\JMER OR HIS REPRESENTATIVE SHALL HAVt THE RIGHT TO MAKE MINOR CHANCES TO THE IRRIGATION SYSTEMS ANO ITS' LOCATIONS WITHOUT ADDITIONAL COST TO THE OWNER. EXISTING CONDITIONS• PRIOR TO SUBMISSION or HIS BID, t □NtRAct □R sR4LL txAMINE THE sITE AN □ sATisrY HIMSELr AS TO THE CONDITIONS TH[REOr, SITE CONFERENCE: PRIOR TO COMMtNCING UORK ON THE PRO-JECT, THE CONTRACTOR SHALL ARRANGE AN ON SITE CONFERENCt IJITH THE OIJNER, ANO AT THIS TIME THE CONTRACTOR SHALL LAYOUT TH[ SYSTEM roR APPROVAL. CODES: ALL UORKMANSHIP ANO MATERIALS SHALL CONFORM TO [OCAl BUILDING ANO PLUMBING CODES HAVING JURISDICTION. ~UANTITl(S L IST[O ON IRRIGATION LEGEND ARE NOT GUARANTEED NO ARE rbR CONTRACTOR'S CONVENIENC£ ONLY. PROTECTION or WORK ANO PROP[RTV: THE CONTRACTOR SHALL Bt LIABLE fdR AND SAALL TAkt THt roLLOWING ACTtoNs, As THEY MAY BE R(QUIR[O, UITH REGARD TO OAMAGE TO ANY Of THE O\JNER'S PROPERTY: 1, ANY EXISTING BUtLOINGS, taUIPM(NT, PIPING, PIP( COVERING, EL[CTRtCAL SYSTEMS, SEIJERS, SIOEWALKS, GROUND, ROADS LANDSCAPING OR STRUCTURE or ANY KIND DAMAGED tlNCLUOING IJITHOUT LIMITATION, DAMAGE rROl'I LCAKS IN TH[ PIP!"G SYSTEl'IS BEING INSTALLED OR HAVING BE(N INSTALLED BY CONTRACTOR) BY THE CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR SUBCON- TRACTORS DURING THE COUijSt Of' HIS WORK, \M[THER THROUGH NEGLIGENCE OR OTHtRUISE, SHALL BE RCPLACEO DR REPAIRED BY TH[ CONTRACTOR AT HIS OUN EXPENSE IN A MANNER SATISFACTORY TO TH[ OUNER, IJHICM REPAIR OR REPLACEMENT SHALL BE A CONDITION PRtC(DtNT TO OIJN(R'S OBLIGATION TO MAKE fINAL PAYfllENT UNDER THE CONTRACT, • IV. cowtliACT!iR SHALL ALSO 8( Rt'SPONSIBLC F'OR OAl'IACts TO ANY IJORK COl/[R(O BY THESE SP(CirlCA.TJONS eErORE .• FINAL ACCEPTANCE or TH( UORK. ti( SHALL SECURELY COVER ALL OPENINGS INTO THE SYSTEMS ANb COVER ALL APPARATUS, EQUIPMENT ANO APPLIANCES, BOTH errORE ANO ArTtR .BEING S(T IN Pl.ACE TO PREVENT OBSTRUCTTONS lN TH[ PJP(S AND THE BREAKAGE, MISUSE OR DJSFlGUREl'ltNT or THE APPARATUS, EQUIPMENT OR APPLIANCE. CONTRACTOR SHALL AO(QUATELV PROTECT AO:IA~ENT PROfltRTV AS PROVIDED BY LAW ANO CONTRACT OOCUl'IENT; ACCESS TO ANO INSPECTION, n:STING ANO APPROVAL or WORK: 1. CLOSING IN UNINSPtCT(O UOR~: CONTRACTOR SHALL NOT CAUSE OR ALLOIJ ANY or .HIS U0R1( TO BE COV(REO OR ENCLOSED UNTIL IT HAS er(N INSPECTED, TESTED ANO APPROVED BY THE 0\JN[R, SHOULD ANY or HlS UORK BC E~!CLOSEO OR COVERED BEFORE SUCH INSPECTION ANO T(ST, HE SHALL UNCOVER THE UOAI< AT HIS OUN EXPENSE IN ORO[R TO AFFORO TH£ NECESSARY INSPECTION BY THC OIJN(R. 2, REINSP(CTIC!N OR TESTING or UOFIK UNAPPFIOVr:D OR \JORI( fAILING !MITJAL TESTING OR INSPECTION: UORK UHICH fAILS INITIAL INSPECTION OR TESTING SHALL BE REIN- SP(CTEO OR llt:f(Sli:D, CONTRACTOR UlLL PAV FOR ANY ADDITIONAL TRIPS fOR RETNSP(CTJON OR RETESTING AT TH( RATE or $50.00 PER HOUR or TH[ OIJNER'S (OR MlS AUTHORIZED f!(PRESENTATIVE 1 S) TIM( ON THE JOB, PLUS EXPENSES, AMOUNTS 0\J[O BY CONTRACTOR HEREUNDER MAY , BE DEDUCTED BY Ht( 0\JN(R ,ROM TH( PROGRESS PAYMENTS OU( THE CONTRA.lOq N(XT roLLOIJtNG THC OAT( or rAILUR( or INSPECTION OR f(.<;TING IIAS(O UPON TH[ 0\JN(R'S REASONABL( ESTTMATt or THE TIM[ RtQUIR(O FOR R(tNSPEC- TION OR RETESTING. SUPtRINTENOANC6 -~U?(RV~SI01'11 THE CONTRACTOR SMALL KttP ON HIS UortR, o RING ITS fhbtAtss, A COMPETENT SUP[RINTENO[rT ANO ANY N(C(SSARV ASSISTANTS, ALL SATISfACTORV TO THE O\JNER. THE SUPEAlNT(NOtNT SHALL NOT BE CHAtlG[O EXCEPT UITH TH£ CONSENT or TH( OIJNER, UNLESS TH( SUPERTNTENOCNT PROVES TO Bf UNSATISrACTORV TO TH( CONTRACTOR ANO C[ASES TO B( IN HIS (MPlOV. TH( SUP[RINTENOrHT SHALL R[PRES[NT THE CON- TRACTOR IN HIS ABSENCE ANO ALL DIRECTIONS GIVCN HIM SHALL BE ns BINOINC AS If GIVEN TO TH( CONTRACTOR. H( ·SHALL BC f'A.MtLIAR UITH ALL CONTRACT OOCUt'IE:NTS, PLANS, SP(CirtcATIONS A~IO DETAILS ANO SHALL HAVE A COMPL(TE SET or PLANS ON THC JOB AT ALL TIMES. SPEC JAL CONOI.TIONS: A. IRIHCATION SYSTtM; e. C • D, 1 • TH£ IRRIGATION SYSTEMS SHALL INCLUOr All l'lnTtRIALS ANO THEIR INSTALLATION IN ACCOROANCC WITH PLANS ANO SPECitlCATIONS PREPARED BY THC O\JN(R, ALL PRtSSURE LH!tS, NOit-PRESSURE LINES, VALVES AltO MISCELLANEOUS SPRINKLER HEAOS SHALL er· fllANUtACTUREO SUPPLIED MlD INSTALLED tN STRICT Al''.COROANC,t IJITH THC S;>EClflCATIONS DETAILED IN THC H(ll(IN MCNTIONEO IRRIGATION PLANS ANO Sf>[CIFICATIO~S. SllB~TITllTION or MAT[RI~LS: SIZES OR fllANUf'ACTURCRS \JILL NOT 8£ ALLO\JEO UNLESS THE OIJN(R ANO CITY MANAGER AGREE TO A~Y PROPOSEO CHANGES IN UR(TING, CLEAN UP\ 1. KEEP THE PREMISES CLEAN ANO F'Rt( or EXCESS EQUIPMENT' MATERIALS ArlO RUBBISH INCIDENTAL TO UORI< Of' THIS · StCTION, 2. UPON COMPLETION OF' THE WRK 1 THE.CONTRACTOR SHALL Rtl'IOV[ HIS "ATCRIAL, CQUIPm:NT ANO WASTt TO THC SATISFACTION or THE OWNER, RtSPON$UllLITY: 1 • 2. 3, PROTECT IJORK Of' THIS StCTlON ANO IJOFIK or OTHERS AT ALL Tlfll(S IN P(R,ORMANC( or IJDRK or TH1S SECTION, PROTECT ALL MAfCRIALS FROM THErT 1 ALL CONTROLLCFIS FROM UEATHtR, UfHIL [tJO or t'IAINTtNANC( PERIOD. CARErULLY NOT[ ALL CSTAlltSll£D GIIIDCI 1t:ra11t: COfll'lt:llt!IIC WORK, R(STORC ANY CSTABlISHEO GRAOt: CHANGEO OURlNG COURS( or THIS WORK TO ORIGINAL CONTOURS. MATCRIALS; 1, GtNERAL: l'IATCRIALS SHALL INCLUOC, BUT NOT BC Lll'IJTEO TO THC rDLLOIJING ITEMS: ALL PR[SSUl'I[ SUPPLY Llfl(S• NON-PRtSSUR( LINES, VARIOUS TYPtS or VALV(S, CONTROLLERS, BACK..f"LOIJ PRtVtNTIDN UNITS, HOSt BIBBS, ANO ALL TYPES 2. 3. or SPRINKLER HEADS. ALL l'IATERIALS AND EQUIPfllENT SHALL B( NEIJ, or OOfllESTIC l'IANUrACTUR( IND CONrORl'I TO PER- fORMANC( STANOAROS ANO/OR DATA HEREIN, ANO AS SHOUN IN LEGEND ON ORAIJINCS, JNSTALLEO IN STRICT ACCORDANCE UITH CONSTRUCTION DtTAILS. PIP[ LINES (RtrER TO DRAWINGS). PLASTIC PIPE ANO flTTINGs:-- •. PIP(: (XTRODCD rROfll 10~ vrtteI■ ?Dl VV'flfYL CHt:OIIIOC PVC, TYPE 11 GRAD[ II, CLll~S 1120 l'IATtRJAl.. . 1, ILL PLASTIC PIPE SHALL Bt CONTINUOUSLY ANO P[Rf'IANENTLY l'IARKED UITH THC fOt.LOUJNC JNrOR".-TION1 MANUl'ACTUA[R 1 S NAl'IE, WOl'IINAL PJPtAIZt, PVC 1120 AND IIAtSSURt RATING JN P,S.I, l'IANUrACTUR[R SHALL MM DATE or [JITIIUSJON' ON PIPE• OAT INC TD 8[ PEllrOltf!CD IN Clltl- JUNCTIDJI WITH ltCCOROS Ht:LO BY M#UflCTUAtR COVCIIING QUALITY CONTROL T(STS, RAU MATtRtAL BATCH NUl'IBCR, ANO OTHER JirOIIMTlDN Ottl'ICO NCCtSSARY BY "ANUrACTURER. ALL SOLVENT SHALL ac AS lltCDl'lf!tNO(O a, TME l'!ANUrACTUR[R or PIP[ r1TTIMC IND IS APPROVED. USC NO Sat.VENT rllOt'I CANS UMICH HAVE BEtN OPENED OVCRNICHT, rlTTINCSI 1. PLASTIC rJTTING: Pvt, TYPC t, JPS SCIICDULC •o, NSr APPROVED ON Al.I. Pll[SSUR( LINES. . 2. PVC 1 TYPC 11 tPS SCHEOUI.C &O, NSf APPROVED ON ALL NON-PR[SSUR[ LINES. Cot/PL INCS: SHALL 8[ PIAO( rROl'I CXTRUOt'O • STOCK, RCAPICD WITH A TAPER. ALL PLASTIC rlTTINGS: I l'IOLOCO rtTTINC. E:. r, I • l. ' c. CALVANtZCO PIPE: 1 • GALVANIZED PIP( (ST[tL) SH~LL B( SCHtDUL( 40 GALVANJZ(O STEEL PIPE ASTM A120-61T THR(AOEP, COUPLED ANO HOT DIP GALVANIZED U/150 POUNDS~ GALVANIZED MALLEABLE IRON f!TTINGS, BRANDED· PATTERN, ANO GALVANIZEO STEEL COUPLINGS. PJP( SIZE NOMINAL INSIDE DIAMETER UNLESS OTHERU!SE NOTED OR INDICATED. 2. STREET ELBOWS MAY ec INSTALLED ONLY AS A PART or THE AOJUSTAIILE RISER ASSEMBL y UNDER ROTOR POP-UP SPRINKLER, OR \JHERE SHOUN ON PLANS. 4. ALL SPRINKLER H(AOS: All SPRINKLER HEADS SHALL BE or TYPE ANO MOOEt AS tNOICATEO IN THt LEG[NO AND SHALL ff( INSTALLED AS INDICATED ON O[TA!LEO ORAIJINCS, S, GATE VALVES: GATE VALVES 2" IN SIZE ANO 'iMALLER SHALL BC BRASS, SCRtuco, 150 LBS. w.o.c., U!TH HANOIJHEEL ,OR OPERATION. EACH GATE VALVE SHALL BE HOUSEO IN A BOX AS NOTED ON PLANS, 6, RCMOT( CONTROL VALVES ANO AUTOMATIC CONTROLLER SHALL BC PER MODEL ANO TYPE AS INOICATEO ON THE ORAUINr.S, VALVCS SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCC AS !NOICATEO ON PLANS. 7. All OIRCCT BURIAL CONTROL UlRC SHALL BE 600V. SINGLE CONOIICTOR SOLID COPP(R, u.r., U.L. APPROVtO. 14 GA • MINil'IUf'I PILOT UJRE, PER VALVE MANUFACTURER'S ACCOM- MCNOATIONS, 12 GA, MINIMUM roR COMMON GROUND RETURN UIR(. SITE CONOITIONSi 1. CXERCIS( EXTREME CARE IN EXCAVATING ANO UORKING NEAR EXISTING UTILITIES, CONTRACTOR SHALL BE RtSPONSlBLE FOR DAMAGES TO UTILITIES WHICH AR( CAUS(O BY HIS OPERATIONS OR NEGLECT, i •. COORDINATE INSTALLATION or ALL SPRINKLCR MATERIALS, INCLUDING rIPE, 50 TH(R( SHALL et NO INTERf'EAENCC EXISTING UHICH UOULO_HINDER PLANTING, INSTALLATION or UTILITIES AND OTHER CONSTRUCTION, PHYSICAL LAYOUt; 1. P·RJOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING ANO LOCATIONS or SPRINKLtR HEADS. 2, ALL LAYOUTS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION, ). ALL $PR1NKLCR HtAOS SHALL et SCT AT A F'INISH HEIGHT TO ACCOMOOATE ANO CONSIDER GROUTH or AOJAC[NT PLANT MATCRIAL5, HEADS SHALL NOT BE LOCATED BEHIND ANY Pl.ANT MATERIAL SO THAT rUTUR( GROUTH UOULO Il'IPAJR TH£ trFECTIVENESS Of' THAT HEAD, THE OWNER'S REP- RESENTATIVE SHALL BE NOTIFIED or All CONfLICTS BErOR( INSTALLATION, t.lATER SUPPLY; 1, CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS INOICAT[O ON DRAIJINGS. 2, CONNCCTJOM SHALL BC fllAOE AT APPROXIfllAT[ LOCATIONS SHO\Jff ON ORAIJINGS. CONTRACTOR IS RESPONSIBLE roR ~INOR CHANGES CAUSED BY ACTUAL SITE CONOITION, ASSE,,,BLICSI ,. ROUTING or PRESSURE SUPPLY LINES AND LATERALS, ls INDICATED ON ORAWINGS, IS DIAGRAMMATIC. INSTALL LtNtS ANO VARIOUS ASSCl'!BllES IN SUCH A l'IANNtR AS TO CONrORl'I WlTH PLANS ANO OETAILS. 2. INSTALL ALL ASStl'IBLltS SP[CltIEO H[RCIN IN ACCORDANCE WITH RESPECTIVE DtTAIL. IN ABSENCE or DETAIL ORAIJINGS OR SPECifICATIONS PtRTAINING TO SPCCIFIC ITEfllS RE- OUIREO TO COMPLETE YORK, PERrORM SUCH UORK IN ACCOR- DANCE UITH BEST STANDARD PRACTICE UITH PRIOR APPROVAL .or OUN(R. ~ANfi jb~~R•Ni·~ ALL LINES SHALL HAVE A MtNil'IIJl'I or srx (6) E ttAR ( rRD,,, EACH OTHCR, ANO f'ROM LINES or OTHCR tRAOES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVtR ONt ANOTHER. ~~fiN~HiNij DIG TRENCHES STRAIGHT ANO SUPPORT PJPC CON-0 0 [ ON BOTTOM Of' DITCH, LAY PJPE TO AN EVEN GRADE. TRtNCHINC EXCAVATION SHALL FOLLOW LAYOUT !NOICATEO ON ORA\JINCS ANO OCTAILS, DEPTH or PIP( PER PLANS. BAtKrILLJNy• COl'IPACT BACK,ILL roR TRENCHING TO ORY btAsttV tOOAL TO AOJACENT UNDISTURBED SOIL ANO CONrOR,,, TO ADJACENT GRAOtS UITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHCR IRREGULARITIES. PLACE INITJAL BACKrlLL ON ALL PRESSURE NON-P11t5SURE LINES or A •IN[ GRANULAR l'IAT(RtAL, No·roRtlGN l'IATT(R LARGER THAN 1/2• IN SIZE UlLL BC PERMITTED. I ' L. M, N, o, P, \ AND • TESTINC: I ,. 3. s. 7, NO TESTING SHALL TAKE PLACE, NOR SHALL ANY \JATER BE ALLOIJEO INTO ANY SYSTEM, BEFORE TH[ SOLVENT MANUrACTURER'S RECOMMENDED CURING TIM[ HAS ELAPSED, T(ST ALL PRESSURE LINES UNDER HVOROSTATIC PRESSURE or 125 LBS. P[R so. IN. AND TEST ALL NON-PRESSURE LINES UNO(R EXISTING STATI.C PR[SSURt TO PROVE BOTH UAT(R TIGHT, SUSTAIN PRESSURES IN LINES roR NOT LESS THAN FOUR HOURS. Ir LEAKS DEVELOP, REPLACE JOINTS ANO REPEAT TEST UNTIL ENTIRt SYSTEM IS PROVEN WATER TIGHT, TESTS SHALL BE OBSERVED AND APPROVED BY ARCHITECT PRIOR TO BACK,ILL, . UPON COMPLETION or EACH PHASE or WORk, ENTIRE SYSTEM SHALL BE TESTED AND ADJUSTED TO MEET SITE REQUIREMENTS.· THt ABOVE TESTING SHALL BE COMPLETED ANO APPROVED PRIOR TO PLANTING Of' ALL PLANTS EXCEPT SPECIMEN TREES, HEADS IN PLANTING ARtAS SHALL 8( ADJUSTED roR cov- ERAG( ANO HEIGHT AS DIRECTED BV THE LANDSCAPE ARCHITCCT •. ~NSPt~TION or ~ORK: INSTALLATION AND OPERATIONS UST t APPqdv D BY ARCHITECT AS SPECirtED UNDER GENERAL CONDITIONS. fINAL INSPECTION \JILL BE MADE AT THE CONCLUSION Of THE LANDSCAPE MAINTENANCE PERIOD. COVERAG' TEST: WHEN THE SPRINKLER SYSTEM IS COl'IPlETED THE coN RAcfoR sH~LL PERroRM AS covERAGE TEST ·tN THE ' PRESENC~ or THE OWNER TO DETERMINE If TH[ COVERAGE IS COMPLETE ANO ADEQUATE, THE CONTRACTOR SHALL BE RtSPONSIBL[ TO CORRECT INADEQUACIES or COV£R•GC ONLY UHER( ORAUING ANO DIRECTION BY OUNfR HAVE NOT BEEN FOLL O\JEO. ADJUSTING Of SYSTEM: ,. ADJUST VALVES, AND ALIGNMENT ANO COVERAGE or ALL SPRINKLER HEADS, 2. tr ll IS DETERMINED THAT AOJUSTl'!CNTS IN THE IRRI- GATION EQUIPMENT IJILL PROVIDE PROPER ANO MORE AOEGUAT[ COVERAGE, CONTRACTOR SHALL MAKE ALL NEC- ESSARY ADJUSTMENTS PRIOR TO FINALIZING PROJECT, '. J, ALL ADJUSTMENTS SHALL BE MAO[ TO THE SATtSrACTION or TH( OUN[ R. GUARANTEE:; 1. THC UORK JNCLUOEO ON THESE PLANS SHALL BE GUARAIJTEEO AGAINST ALL DErECTS AND MALrUNCTION Of WORKMANSHIP ANO MATERIALS roR A PERIOD Of ONE Y[AR FROM THE OAT[ Of FINAL ACCCPTANCt BY TH~ OUN[R, SHOULD ANY TROUBLE 0(1/(LOP UITHJN TH[ TIM( SPtCirIEO ABOVE, ALL NECES- SARY RtPAIRS ANO/OR REPLACEfll(NTS SHALL 8[ MAO[ BY THE CONTRACTOR, IN AN (XPEOICNT fllANNER, AT NO ADO!TtONAL COST TO THC OUN[R, THC OUNER RETAINS THE RIGHT TO l'IAK( EMtRGCNCY RtPAIRS UITHOUT RELIEVING THE CONTRAC- TOR'S GUARANTEE OBLIGATIONS. 2, IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THt OUNER'S REQUEST roR REPAIR WORI< UNO[R THIS GUARA~TEt UITHIN A PtRIDO or 48 HOURS! TH( OWtlER MAY MAKE SUCH RtPAl~S AS HE fllAY DEEM NECESSARY AT THE FULL EXPENSE or TH[ CONTRACTOR. 3, ANY SETTLING or BACKFILLED TRENCHES \JHICH MAY OCCUR DURING TH[ GUARANTEE PERIOO SH~LL BC REPAIRED BY THt CONTRACTOR AT NO ADDITIONAL COST TO THE O\JNER, JNCLUO- ING A COMPLETE RESTORATION Of ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS or ANY KIND. •• THE CONTRACTOR SHALL INSTRUCT TH[ OUNCR'S REPRESENT- ATIVE ANO FUTURE MAINTENANCE PtRSONNEL IN TH( OPEFHITION or ALL SYSTEMS. 5, THE CONTRACTOR SHALL ruRNISH TH( OUNER WITH THE roL- LOUING MATtRIALS UPON COMPLETION Of TH( WORK: a, Z, MANUAL VAL lit K(VS PER EACH CONTROLLER. [O) b, I OPERATION MANUALS FOR AUTOfllATIC CONTROLLERS ANO VALVES. (2) c. ~ CONTROLLER KCYS P[R EACH CONTROLLER, (J.) d. I "AS-BUILT" OR,1UINGS SHALL INCLUDE LOCATIONS .of' ALL MAINS, VALVES, SOURCE Of ELECJRICAL POUER roR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, ~NO BELO\J GRAD( H(AOS HAVING A RADIUS or J0'-0"+. LOCATE BY DIMENSIONING FROM T\JO (2) fIXED POINTS, ON RtPROOUCIBLE M~TERIAL. (1) •• I PROI/IO( PLASTIC S[ALEO DIAGRAMMATIC PLAN or SYSTEM IDENTIFYING STATION NUMBERS ANO AREA THEY UATER. MOUNT INSIDE EACH CONTROLLER, r. I PROVIDE OUNER WITH ALL [QUIPfl[NT GU~RANTEES ANO MANUALS, \ ) \ 'ii, ·~..;.~_!: ' :'',,/§.0 "{"r• '·,_ ·4:e1 -~;t-~ ' ')-/ ' .. -. ' DATE fH 1:2::□ jf?cl :# i&,~.e,, ® 1H, 0J,1? 7 crif"'P ::::::;;;::;:;:;-;;;;;· 14 se.er:e11 PA000ESS llllNT OflTE DESIGN _.i;M,;:;::;,1 __ _.__ DAflllN .;_ Qe,A,' a«JC)_ 16,l?f; SHEET. l••I 1 I I I • 0 I I I ~,~ I .' / / I / .. SHRUB BEGONIA .1 GAL. 1'8" O.EL \ . // IMPATIENS (Sl:L6CTl:DHVl3fflDS}. / '. ?iS. ' .• ,,. LOMBARP'(P'OPLAR .. / I I ' I I / ' / I / \ •• .L. / / / ' \ \ ' ' \ \ \ \. \ \ \. .· . ' . ' . .. ~ I I I®.& I.E,, BJILDI NG ,~ .,"!> -r:c., . I'?"!-O I.e. 1"1"7.4 T6'. 1~-1 I.E,. \ I \ ' \ . " I I _..,,..,__ __ _..i PISLotATOOOAKTREE ·r. ~}~ , SEE OAK TAEE PRESEVAi'ION fit':Af i , FOR PALOf'AAR OAKS, SHEET 1. ' • ! ' l I \ rH:OT!!; :;%]·) . // rlotii,.;;,., i 1 \ \ I , SEE SHEET l-• 14 FOR PLANTING NOTES BOS'T'()N I ' SEE SHEET 1.-• 1, FOR PLANTING DETAILS SEE SHEET L.· 14 FOR PLANTING SPEC'S SEE SHEET J;.-1,,__FOR HYDROSEEDING SPEC'S ' I . . . • ' . . ) ,/ .;,, /' 't·. ,,,., , , __ ,,,,,.· 0 , . __ .,. I 1 , \ \ ' . ·J. '• r' . '. ~ • "t •. .: . t •• . +-~ ' : ..,.,t __ j '• .. -. -t.,,J. ' ' . " I t: . · 1 . . . • --;y ------+ . . ·1-+· :1 --r·~:t : "~'' > ' . + .. , ~ . ' • OiANGES DATE fN ~~~:':(' 11--Jp,::+ €It? ----i I(, o/(i81 Alfl IM eilr"J. 7 a:;f: 67 ----14:~er:ea PAOOAESS FRINT DATE DESIGN ff? DAA).JN 6H OiECHED.:-W1?f2 SCAlE __ 1'_'=_2_0_' __ _ PAOJECT _!37-036 SHEET l ii r I·. . ' < ' ~ '-,j ', .. \ ll I i / • I I I I ~.. : '!)(~TING: <:>At<: 'fflm\!MAU. Bl S!l,.ECflVEL '{ f Cl,..EANED AND PRUNED A~fDIFIECTED a'\' ~&>SC'I~ ARCHITECT. VERIFY FINISH GRADES ANbA'OJACENli I PLANTING CONDITIONS PRIOR TO STARTING WORK. .. I ! J \ ' \ \ \ \ ci;-i.~,;.·' .. \_\ \ -~\. --..--.,;:; \ \ ' \ \ \ 0 \ \ \ \ \ \ • \ \ ' \ ~'FtF PE~IWINKL'J _ I, ·--. ~· '. < J -.,,.J _,,.,. • ' \ \ \ \ l eAAOFORD PEAR , . \ ' •. ,. •-.. ~. BUILDING 5 0 \ ~I! 19 ·':~-.' r~xis11NijiJ.A.ffiMAv ,ii;~;;.; e,<. -·------ ~~~ex:~~•giAfr~:~,~~,;'~~J:"1:<,;"\fc," ·~~::;:_•: ; :\. :~Jl..:,~: ' . ~ 0 • I ' , LOM9ARD'I' POPLAR 141w O \.'". \4"> ,? l.t:::,. ':: ".' ., --~ ----- BAA~fOrfl'oPGtNEOO'j . I .-~ftlE1FtE£:L I . -._ I.~--·• -} ;' .-, 1 . ! ·-•• ·11--..---!l"-==1!1 . . . • r?. ;:,~~_"' ... ···_ ~ "~ -,,..._.,._ ... -:'7 ~ t,. ,--,~-. w .-. ~j-:": ":' ,, -"'"-\; .. ,.. : ; ,, 1 er:,. • , 1-----i l!:XIS"FING-OAJ< TREE ro BE RtLOCATED : , SEE OAK"TREE PRESEVATION PLAN .: I : FOR PALOMAR OAK~. SHEET 3 __ . . j / '.' BUILDING ' i 24•oox; ., .,.. ,., ' ., . ' i3s•~X! I : ! I I i GRAPING LEGEND .. I.E. INVERT ELEVATION j.G .. TOP OF .GRATE o N.D.S. CATCH BASIN, 6" ATRIUM GRATE □ N.D.S. CATCH BASIN, s• STANDARD FLAT Cl'RATf!: t •-HANCOR SDR-38, 4" DIA, SLOPE 1 % MIN. ro OUTLET 6 I ! I • I i REPAIRED Ii.SA PART OF THIS CONTRACTON A UNIT p1;•.•··l".1·~E BASIS .• : ..• /_.·I· ni i'• _ __._,__ . . . ·. j):: ... -~-~--'--'--'-'-ll.•,_·._. .?: ,Pih\~!'·• .• · I •' ·. __ •·. 't; ·~.tt. ,.,.,..$····.'(i);_ ... '-tl· ~r:.,.111c,,r;::;. b. _0if: ... •· .. ,_, "'. '~•:.~111ry;:r:r?c. I .., :,Jc: __ ~½_d~· -L . -. . c· v· ,._ • 1-------------------.. ----·····~--':'=· ·. ,,,--'-'~~-+-___ J,2,L~-----~ -· _.....;.;.--.~--"'--...:.••_;•:.....· .......;..• -c·...,.C-1c:.:..···.J._):_· . .,J..·~--.:..• ,?',\ ..... r::; ~ 1·,-·----·------~------ ;~, •' •,:/ ,',·; _',• , l,. :', r:>i , I -,,),:;.. ·.. . " .l ' ,--~ ---Pi\lC)MAR OAKS. WAY 0 20 I • I I I I ,i I I I I I ,... ,... I ' ..J I I-w I w ::c I Cl) w I w Cl) I • 40 80 -i -; V) . ' (S) ' ; . ' ~ < : -~ !-., ·~ ~ ~ --~i I • •. ~ ?'.i:' C _, 0 sr 0 Sa:~ ~ '-::, ~~~ fl • t::: ...., i5 (S) c:: &2 ~ u_ V1 a:ga:r::: Jl (S) i:\:'.-U"" (S) a: ~ a:' r-;- 3 ti': u a: ~ a;: a °' 2 "' 0 Z O -' -_, ,, "'O a: a: "'~ Q: ...., --0 ,' ,-+·.,; .. J:. ~-~·.:,.:., '/l: ' I CHANGES DATE~ ------------l:Z:,k>bif'P? k'Rm.-VZ Pf:e1 11:1,1,1.r:, 7 aire.7 ----14 "1-':e:t: ff/ PA0GAESS PAINT DATE DESIGN DAFI.IJN _,.Ge:c.·""t,"--1. ...,_, __ _ (HE(MEI) -' hl':?f::? 1"=20' SCAI.E -·~_=c=---- PRQJE(T _87-036 SHEET OF 11;7 SHEETS "' ~ --¥--.•· t; :t! ~ ~ ~ "' I V a! "' ' ' • I V -Iii ~ ~ l> I i . !l) i ,: u IE ! ~- ~ ci ~ ~ ·z I ~. 3 ~ , ~ t= ~ ~ ~ ! l:: V, .. • I ~ ! w "" "' i I I ~ Q ~ ~ i i ~ I i'.j ~ 2 63 I ~ I· ,,,_ / ! ~ i • i i I ~ i!: .~ -~ i j ~ ;!; I BUILDING 6 l'4?.2-I£,. ol ' DIETES VEGET.t. · l '. FORTNIGHT llll.,V ' BRAOHVCHlTON POPULNEUS' ' ,BOirl..ETREE 1 36"BOX, ' . " ---•' ,... .:.1 til ~· (/)I LU LU (/) [ 1,0MBAPtQY POPLAR • _:,J ·,t .eox'" I ·f ~i'(A!MfAREA J l;:0 +---------------+--------, t J4':;,e,T-6t, 141. Z, 1.e.. 7, ------' ·-'~ ' •-· -·· .• '"" ;._, \ I / 0 . -~:-.. i~. I I l SGAL,. ! 36" eoxJ .,, •. -.....:: " ·•-: -"-~>- I BRADFORD PEAR . ·• I !il'(ffl'Affl.JS-ll~l:MO$'Alil, TRCR<UR J, ' ' ' , CAl.lFORNIA SYCAMORE . . I t;Jtii#A WHEei.~ " '. ~ ' ' I I : I I I / / /. / / I I I I I .1•~✓ ..... "--"'/ / ,I I / I , AsFkou<~e ·· ·· BUILDING 7 '13EGON!A 'RiCHMONDENS!S' · I. SHRUB BEGONIA , 15 GAl i t.il .. ,.:~ .. ~---., ~ -~ :c. --~ '. H'A\!'!nAIIAN Elf SCHErF .. liEAA.·j· r -.\-f . . , 4 ' -' . ' . ' . ' .. ' .. • • ) 20 40 80 r I r • ,. ,i .\ t{ . ' ,';j),:,+ i ,; ,., • -Ofc,>,.,.,, , I .• ,,--:·· ,-'.1 ..... ,,. . ._,..,,,. "'" J:. '.: : ' ' ! .. ,a: ~ ' . ' l · ·j ·,! ,,•t "•·· . ..;. ; ' ' ' . -~" . ·"···•J'' i '~-; ' ' • ' CHANGES DATE~ ua:,1qr:1aa~1z,wetrt ___ . ir,~.e,-, eHd lt"I, ac, 7""T't:7 ---· 14 =EPT67 PAOGAESS PA,INT DATE DESIGN _l . ...:'-'?...::...., __ _ DAA.UN ~,::...~Hl,...L. __ _ CHE<KED J,"".J'??e--=.L_.-- SCfll.E 1"=20' PAOJECT 87 .. 036 SHEET L-11, Of I~ SH~TS -g ~ Ci ~ ll< ~ ~ w I u a! "' I i u ~ 5 Gi ! • 10 i 6. i I ~ .. ~ ... ,·:;:: ! z i ·-I ill i I ! ;;i: i i w "' "' i ! I f Q ~ ~ ~ a: 5: 0 ~ ~ ! .§ ~ ·O ~ e t; ~ l :g i "' ~ V, ~ Q ~ "' ~ i ~ . :x ~ ~ i i ~ ~ ~U-( w~~~~v~~~~~~j~·Ltt_Jlj ~I~~ IG~. / I / I I I I ----------···--- ~rl~ bp.fA.J1flft7L-ID-__ _ 1.:?'(P :-•... ··· •'\', .': ,,·, ·:: :, ·,; ·1 . . -I I I I I I +-I I I I I / I I I I , I I I i I I . Lo. .. . -l I. I I I. i O I 1 • :L I __ J . L. -i --j I . '," ........ -. .!_ •. , • 0 ?\ll!!,ili!l!'.$,;;,'.;/f ' ·" "'., A·•lli -~• · i ~ ~. ' ·---~ . ', ··. '" ' .,,-_. r . ·# ' i J Jm~~'FA / ./ ~BM'D;✓ • BUILDING 8 • 0 • . . t GAL. 1s• o.e. f~l=MNiA'RICRMONDENSIS'• i i ( SHRUB BEGONIA . • NOTE; . GRADING LEGEND I.E. INVERT ELEVATION T.G. TOP OF GRATE . o ~ N.D.S. CATCH BASll'I, s• ATRIUM GRATE □ ,N.O.S. CATCH BASIN, 6" {'STANDARD FLAT GRATE -~.HANCOR SOR-38, 4• DIA .. ~LOF'E 1 % MIN .. TO OUTL.ET SE!E SHEET L-1-4 FOR PLANTING NOTES / rdff SEE SHEET L-•~ FOR PLANTING DETAILS SEE SHEET L-14-FOR PLANTING SPEC'S SEE SHEET L-\I; FOR HYDROSEEDING SPEC'S ~ 0 20 r 40 80 • 0 - 1/) ,,D 0 0 ,:, 3 0:: (:,) ..., l) QC CHANGES DATE BY C?:J.P'c:~112:. t-;-:-ki,r-la, ___ _;;, v.-~. e,, Pjf'!'i' IM 1W :, a;:...re1 ---·-f4 ';;)5:f?Te,i PAOGAESS PRINT DATE DESIGN f":? DflfllJN @H· > CHECKED. kJ':213 SCAlE 1"=20' PAOJECT, 87-036 SHEET Of 16 SHEEfg :""Ii f•,' ' 'f '\, RUBBER GARDEN HOSE-,,,M 12 GA.GALV, WIRe~:---~~S;..~ (NOT TO BE SPLICED) Ii 818"l<112" C.V.T, Hose CWHITII!) 1• I INDUSTRIAL HOSe & RUBBER • 2878 8. VAIL: • Ii CITY' OF COMMl:RCe CA. 90040' I r I i 2'-0'' MIN. 2X4X 3'-0" LO Awo, DEADMEN- ROOTBALL PLACE ROOTBALL ON NATIVE SUBGRADE------/ NOTES! MIN. 3 GUY WIRES PER SPECIMEN, RAKE BASINS SMOOTH PRIOR TO SEEDING. GU¥ ALL TREES LARGER THAN 15 GAL. • \ . . 1! PLAOI! 2"' II LOOGl!POLl!I OUTSIOB . ROOTBAIJ! Off 9•• AWAY: FROM TRUNI<, 2. IMAGINARY L.,.,ef BETWEEN STAKE ANO . .TREii! SHALL Bi! PARALLEL TO PREVAILIN8 WIND DIRECTION. · S. NAIL TO STAKE J 111! LOO$.._ Y 1,. Wft)E , PLASTIO TAP!t;.OOUBLE WRAP TAPE. 4; PLA811C TAPE SHALL SE "SUPER TREE Til£ff · ' AS MFGRO. BY "RTHUR ENTERPRISES, I. UBE 21 GRAM 20-10-5 FERTILIZER . , TABaJ PEA SPECSJ . WATER•.8A81N------------ 1'11118H GRADE:-----➔ ; I PEl'l'l'lt..tZElt TA------------...: AMl!NDEO BACKFIU/ MllC------ 2;.. • ld a4 LONG LOOGEPOIJ! ----- ' PLACE ROOTBALC ON . . NATIVE! SUBGRADI!-----..--- • i i •AMIINOED tACl<l'lLL MIX--- i'' .. FEM'ILrtl!A TAB1s----- Pl!R SPECS. OONTAINER Ol!PTH ---(12" MIN. FOR LINl!AS) · PLACE ROOTBALL ON .. NATIVE 8UBGRADE;_....· ....,_..;..;;:;...;;;:= ~ CONTAINEFf'DIA-;;,;;;---t=::!..--.J. (12" MIN, FOR LINERS) • KEll;I" CROWN ABOVI! FINISH GRADE . FINISH GRADe----------, FERTILIZER! TABS m SPECSJ--- AMl!NOl!D BACKFILL! MIX!------' ... li, d tl ·.-~-. '• ·! . ·:.: 1.~--'. i;::r D=====t=re=e=g=u=yi=ng=. =====~]l~c=====:i=re=e=s=la=k=ln= ... ~=~-====~][~a=====~=s,=o=pe=. =p,=en=t=in=g,=. =====1r ~ A====, s=h=ru=b=/=tr=ee=_ =p,=an=t=i_n=g=: ===~1 !I' , q:~ ,c .... . . . l~d ~I)/. ~ HA.It.~ . . . ' ~E I T)'P.' f><4 f~ He:AC'elt section. • LAWMM?.eA . ,. t!W1F5ft flt<:?K WP t1F 1-l~. d N..-.it..-;:, ' ! . ¾ I -r,,J:' ' r i ~. A, t ' h r . . [. j,tan• I .. ' --1----L.rWt-4 e,& ~ l!i&tif> ibt"!¥'-, -+--Htoi:a,' ~~ ~,,:,1,-..t G,11 · ~ .. ~I u.• ~1uH q~re= 11-1 · > · "9PH.-.Ue, ~ (1!,L-~) • \ . ' tlt::)I!:, c:::pf"ai ~H cP• tli4/ u• 4T~t:>P,,Po FIJ'-T ,~-· ~ lt..i -~Wf-1 PI-ISf-(~~ . IHO~-e. T.:?Pt:'Pd=f~ ~ . .. ·J;ill'.>d~ pUPp~ iii. F 11··11.;,.4 ,~jllil>~: ' Section -----1""1i'..:ii:.o1-1 ~ef'!AN-nt-h ii~----2>< 1 ~ ~e 0 10c. >---..... T,l:,fE!Z. ENI::). .... .• · ,----ix4 1-l~---'---- ~FIN~~ ~ LAN t-1. .. , tet1Tr Jc;,1t4T ~--/ !')(?,, ~ __ _,,.. Elevatton HIT= ·· .ALL-1---lP.'.:O -rr3 61= CCt-l~CN · ~60= ~CNa:::::O. .o.U.... N,Al l-0 'fO li::E. e,,6.l. VAN I ZE b. -~:~ I ,,· 1~ I 'i' • I t/1 IZ ~o i 1! ' DATE fN ~ 1£11: IZ:, !AN re 1013??:-en ""2:e;:1,.1r1 eir, 7 a,r B7 ----14 :oE"Pf07 PAOGAESS PRlllfT DATE DESIGN ___!•4:> ' -"'---- DM1JN _J?.J::ef:):L..;,... __ Ot£CHEO_j,-f:2-...c.,f';....._ __ SCN.E ----- PAOJ«T ~r:.o!e L-Bi (_ H _____ v_i_n_e_p_1a_n_t_in_g_p .... o_ck_e_1_·"'_.. ___ --.J]_G ___ c_o_n_c_r_e_te_m_o_w_s_tr_ip_a_r1d_g __ ' r_1 __ -v_e_1 b_a_n_· d_·. _ ... .;,., -J{_F _____ :P_ .. -r_a_h_fi_ii_g_. a_r_e_a_d_r_a_in_. _____ ](_E_. _____ r_re_· d_w_o_o_d_ .. _h_e_a_d_e·r _____ __,) Of /J";, SHEE;~ · • \ ,i.-~i' '1'' NOTE: I. II. III. LANDSCAPE PLANTING SPECIFICATIONS GENERAL ANO SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART Of THC LANDSCAPE PLANS ANO "UST BE CARE- fULLY CONSIDERED IN CONNECTION THEREWITH. PURPOSE Of THE SPECifICATIONS: IT IS THC INTENT Of THC SPECifICATIONS THAT: B. THE ~ORK Of CONSTRUCTING AND INSTALLING THE LANO CAPING BE ACHIEVED IN AN EFTICICPIT AND SATISrACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. THE f~N~SHEO ~NSTALLATION SHALL BE COMPLETE IN tv R RESP ct to THE SATISrACTION or THC DUNER. ACCORDINGLY, THE REQUIREMENTS or THESE SPECirICATIONS ARE A PART or THE LANDSCAPE CONTRACT. SCOPE or \JORI(: B. THE UDRK INCLUDED IN THESE SPECirICATIONS SHALL CONSIST or TH[ ruRNISHJNG or ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS, fORESEEABL[ ANO UNfDRSEEABLE AT THE TIME Of CONTRACTING, NECESSARY ANO APPROPRIATE fOR THE INSTALLATION or THE LANDSCAPING AS HEREIN SPECifIED AND SHOUN ON THE ACCOMPANYING DRAWINGS DATED: 7 oU[ f":D NO OCUIATION fROM THESE SPECifICATIONS, OR fROM THE AGREEMENT, OR fROM THE GENERAL CONDITIONS IS AUTHORIZE □ AND NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN AUTHORIZATION THER[rOR[, SIGNED BY TH[ DUN(R DR HIS DULY AUTHORIZED REP- RESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. GENERAL CONDITIONS: A. B. c. o. E. r. INTERPRETATION Of PLANS ANO SP~CifICATl □NS: 1. THE LANDSCAPE ARCHITECT WILL INTERPRET THE "CANING or ANY PART or THE PLANS ANO SPEC- IfICATIONS ABOUT UHICH ANY MISUNDERSTANDING MAV ARISE, ANO HIS DECISION UILL BE flNAL. 2. SHOULD THERE APP[AR TO BE AN (RRCR OR DIS- CREPANCY IN OR BETWEEN THE PLANS, SPECIFI- CATIONS, ANO PLANTING LISTS, THE CONTRACTOR SHALL REfER THE MATTER TD THE LANDSCAPE ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PRO- CEED UITH THE UORK WITHOUT SO REFERRING THE MATTER, HE DOES SO ON HIS RESPONSIBILITY. guALITV Of IJORK: THE LANDSCAPE ARCHITECT SHALL E Nottrttb AT LEAST TUO DAYS PRIOR TD UORK COMMENCEMENT, BV THE CONTRACTOR AND PRIOR TO INSPECTION VISITS BY THE LANOSCAPE. ARCHITECT. ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE MANNER IN ACCORDANCE WITH All PLANS AND SPEC- IfICATIONS ANO BEST CONSIDERED PRACTICE, SHALL MEET UITH THE APPROVAL or THE LANDSCAPE ARCHITECT AND OUNER, ANO SHALL BE IN ACCORDANCE UITH THE REQUIREMENTS or ~OCAL BUILDING CODES AND LAWS, f,H,A, & V.A, SPECIFICATIONS. ANY OEtECTIVE UORK UILL BE REDONE AT THE CONTRACTOR'S EXPENSE AS DIRECTED BV THE LANDSCAPE ARCHITECT, PERMITS: THE CONTRACTOR UILL 8[ RESPONSIBLE fOR OBTAINING ANY ANO ALL NECESSARY BUILDING PERMITS rROM TH[ CITY OR OTHER GOVERNMENTAL AUTHORITIES. LICENSE• REQUIREMENTS: THE CONTRACTOR' SHALL CARRY MtttSSARY CONIRACIUR'S CALifORNIA STATE LICENSE OR CERTlfICATE r □R TYPE. OF UORIC LISTED, SUCH AS THE LANDSCAPE CONTRACTOR'S LICENSE NO. C-27. INSURANCE COVERAGE: THE CONTRACTOR SHALL CARRY All NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS IJORKM[N ANO IJORK TO ruLLY PROTECT THE OUNER FROM ANV POSSIBLE DAMAGE SUIT OR LIEN ON TH[ OWNER'S PROPERTY IN THE COURSE or THE UORIC BY THE CONTRACTOR, ANO IJILL SHOU THE OIJN[R SUCH EVIDENCE Of ABOVE INOJCAT[O INSURANCE COVERAGE. PROPERTY, ETC 11 DAMAGE RESPONSIBILITY: 1. THE CONTRACTOR IS TO PROTECT AT All TIMES All EXISTING UTILITIES, STRUCTURES, TREES, PLANTS, AND OTHER fEATUR[S INTEtlDED TO REMA IN ON AND ADJACENT TO THE JOB SITE, AND TO REPAIR DR REPLACE ANY DAMAGED ITEM IN A NEAT AND GOOD IJORKMANllKE MANNER DURING ANO OU[ TO HIS IJDRK ON THE JOB; ANO HE SHALL ASSUME All DAMAGE OR INJURY THAT MAY RESULT TO ALL SUCH PROPERTY ANO/OR TO PERSONS IJHERE SUCH DA"AGC OR INJURY IS CAUSED IN CONNECTION UITH HIS UORK, OR JS DUE TO HIS NEGLIGENCE OR TO HIS LEAVING DP[N OR UNPROTECTED PORTIONS or STREETS OR OTHER PROPERTY. 2. SHOULD ANY PART or THE UORK UNDER THIS CON- TRACT BE DAMAGED. BY OTHER CONTRACTORS, THE CONTRACTOR ANO PARTY CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS BETIJEEN THEMSELVES, AND NOT IJITH THE Ollfl£R, RELATIVE TO THE RE- PAIRS OR RECONSTRUCTION AND PAYMENT FOR SAME. IV. G. I, J. K. L. M. N. o. KNOULE □GE or siTE: IT IS AssuMco THAT THE coN- TRACTOR HAS Vt tTEo THE SITE ANO rAMILIARIZEO HIMSELf AS TO THE SITE CONDITIONS; ANO SHALL HAVE VERifIEO All DIMENSIONS, AS U[Ll AS ASCERTAINING THE MEANS Of GETTING MATERIAL INTO THE SITE, AND ANY OTHER fACTORS AFFECTING THC ¥ORK. SEGREGATION or COSTS: AT THE TIME or EXECUTION or THE CONTRACT, THE CONTRACTOR SHALL ruRNISH TO THE orrICE or THE OIJNER, FOR PURPOSES or ACCOUNTING AND SCHEDULING, A SEGREGATED COST SCHEDULE OR BREAKOOUN or THE CONTRACT PRICE, LISTING THE VARIOUS COMPONENTS IN THE PLANS, AS WELL AS UNIT PRICES \or EACH COMPONENT SPECirIEO, IN A r □RM SATISFACTORY TO THE OWNER. THESE SCHEDULES SHALL ALSO BE USED AS TH[ BASIS IN roRMULATING THE PROGRESS PAYMENTS TO BE MADE TO THE CONTRACTOR, AND THESE COST BREAK- DOIJNS SHALL BE PART or TH[ CONTRACT. EXTRAS OR CHANCES: ANY EXTRAS OR CHANGES tROM THE CONTRACT ON THE JOB SHALL HAU[ TNE PRIOR APPROVAL or THE LANDSCAPE ARCHITECT AND MUST BE APPROVE □ IN IJRITING BY THE LANDSCAPE ARCHITECT AND OIJNER. INCREASED COSTS: IF THE EXTRA OR CHANGE JS TO BE DONE AT AN INCREASED COST OVER ANO ABOVE TH[ CONTRACT rec, THE OUNER SHALL SIGN THE CONTRACTOR'S URITT[N REQUEST roR SUCH ADDITIONAL FUNDS r □R EXTRA UORK PRIOR TO ACTUALLY DOING THIS IJORIC. s!TE coNobTION: T-HE CONTRACTOR, IN THE couRsc or HIS uoRK, I TO KEE THE SITE IN A NEAT AND TIDY CONDITION AS MUCH AS IS PRACTICAL so AS NOT TO DISTURB TH( NORMAL USAGE or THE SURROUNDING AREAS BY THE OIJNER OR BY OTHERS. SIT£ CLEARANEt: UPON COMPLETION or THE 1o10Rk THE CONTRACTOR SHA[[ PROPER Y CLEAN ANO TIDY SUCH IJORIC ANO THE SURROUNDING AREAS USED BY HIM, ANO REMOVE ANY OR All EXCESS MATERIALS, DIRT. DEBRIS fRDM THE SITE, OR TO DISPOSE or SAl'\E AS DIRECTED BY THE LANDSCAPE ARCHITECT. OUNER'S l'\ATER~ALS: DURING THE COURSE or THE IJORIC, ANY MATERIALS, EQ IPMENT AND SERVICES MAY BE PROVIDED BT THE DUNE.A ANO USED BY TH[ CONTRACTOR IN THE JOB; fOR SUCH l'IATERIALS 1 EQUIPMENT AND SERVICES THE CONTRACTOR JS TO GIVE CREDIT TD THE OIJNER AT THE STANDARD CURRENT RAT£ FOR SUCH ITEMS. SUCH CREDIT, tr ANY, \JILL APPEAR IN THE fINAL BILLING BY Tiff'. CONTRACTOR TO THE OIJNER. PLANS ANO SPECIF~CATfONS: ALL LANDSCAPING INCLUDING PLANTS, CROUNO COVERS, S IL DDITJVES, AND OTHER MISCELLANEOUS LAND- SCAPE ITEMS SHALL BE PROVIDED ANO INSTALLED IN STRICT ACCOR- DANCE UITH PLANS AND SPECJfICATIONS PREPARED BY Ol■INER OATEO: "'J... Gut f,J ~HANGES: THE OIJNER SHALL HAVE THE RIGHT TO MAKE MINOR CHANCES IN THE LANDSCAPE DESIGN ANO INSTALLATION .TO INSURE PAACTICALITY or DESIGN ANO FOR AESTHETIC REASONS, AT NO ADDITIONAL COST; SPECIAL CONDITIONS: e. c. o. GRADING: GRADE All AREAS BY FILLING ANO/OR RrMOVING SURPLUS SOIL AS NEEDED TO ENSURE .PROPER GRADES ANO IJRAJNACE AS INDICATED ON THE PLANS. UNLESS OTHERIJISE NOTED,,fINISH GRADES· SHALL B[.BELOU HAROSCAPE AS fOLLOIJS: 2• r □R GROUND toUER AREAS, 111 fOR LAUN AREAS• MD~STURC CONTENT: THE SOIL SHALL NOT BE UOR1<ED UHEN l'\OJSTURE CO TENT IS SO GREAT THAT EXCESSIVE COMPACTION UILL OCCUR, NOR SHALL IT BE SO ORY THAT DUST \JILL OCCUR ANO FORM IN THE AIR OR THAT CLODS Ulll NOT BREAK READILY. IJATER SHALL 8[ APPLIED If NECESSARY TO PROVIDE IDEAL "OISTURE CONTENT roR TILL INC. IJEED REMOVA~: IJEEOS, PLUS BERMUDA GRASS, ETC., SHALL BE DUG out rAo All PLANTING AREAS BY THEIR ROOTS UH[R[UER POSSIBLE AND REMOVED fROM THE SITE. UHER[ NECESSARY TO DIS- COURAGE R[OCCURENCE Of THIS MATERIAL, THE CONTRACTOR SHALL APPLY ONE OR MORE TREATMENTS Of A SATISFACTORY CHE"ICAL PER MANUfACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION, PLUS ALLDUANCE or AN AMPLE PERIOD or TIME FOR EFFECTIVE PERFORMANCE PRIOR TO CULTIVATION. THE SITE SHALL BE MAINTAINED IN A UE[O ANO LITTER fRE[ CONDITION DURING THE MAINTENANCE PERIOD. IJEEOS SHALL BC REl'\OVEO AT fREQUCNCIES ADEQUATE TO PREVENT THE MATURATION or IJEEO SEEDS. PLANT': 1.NSPECTION: PLANTS SHALL BE SUBJECT TD INSPECTION ANO APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT PLACE or CROUTH ANO/OR THE PROJECT SITE AT ANT TJl'\E BEFORE OR DURING PROGRESS or UORK, fOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE SITE Il"lf'IEOIATELY. 2. CONDITIONS: PLANTS SHALL BE SV"ETRICAL 1 TYPICAL f'OR VARIETY ANO SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM PLANT OISCASC, INSECT PESTS OR THEIR tees, ANO SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, lolCLL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT or BEING ROOT BOUND. PROTECTION: PROTECT AND MAINTAIN All PLANTS FRIJIII SUM, D OUGHT, UIND 1 THEFT, RAIN ANO HEAT AT All TIM:S BEFORE ANO DURING PLANTING OPERATION. ;eatfiMi&ARY:t,~AWTNljs7 "'-~! ~. • . " • , -. , _.-.-... I i, ·ri.t AR(:ftl'rteT A$11).1Mts NO !tESPGNSiBll.lf¥ ' FOR'tONTIIACT 810$-MADE FROM .· • • : 'THIS DRAWING; 8UILD1ff/. O!PARTMtNT•, ' CORRECTIONS >i!.\ij NOT B£Ef,f ADDf;O .· . ' ,;, , TO TKI$ Ot!AWIN() · ,.._ • · Jj ' r. H. I. J. IC. I • ' ' PLANTING R(QUIREl'l£NTS FOR TREES AND SHRUBS: 1. PLANT MATERIALS IN QUANTITIES AND SIZES SP[CifIED SHALL, AFTER GRADING OPERATIONS, BE SPOTTED APPROXIMATELY AS SHOIJN ON THE LANDSCAPE ORAUINGS AND ARE TO BE AP- PROVED BY THE LANDSCAPE ARCHITECT BEf □RE BEING REMOVED FROM CONTAINERS ANO EXCAVATING SOIL FOR PLANTING. 2. ALL BACKfILL MATERIALS SHALL BE MIXED THOROUGHLY ON SITE BEFORE USING. SOIL PREPARATION: f2el"!!.FL iO F'LANTl"-J6' NOTe. N° 1/o BE'.LOl/'.J ,. THE roLLOUING SHALL B[ APPLIEO PER 1000SQ. rT. or PLANTING AREA ANU TILLED INTO THE SOIL TO A ocnTH or 6": 2. •• NITROGEN STABILIZE □ SAUDUST•••••••••••••• b. 12.·12·12. COMMERCIAL rERTILIZER ........... . c. '2::C>IL-";,U L.:J=.·LJF2. .•••••••••••••••••••• • d • A6'121 c,u l-1U,Z.t,.,L &YP'2,LJM , . . . ......... . BACKFILL fOR ALL SHRUBS AND TREES SHALL CONSIST OF THE fOLLOWING MATERIALS PER-10 G,U 1 ::Co,;:,, a. ON SITE SOIL ••••••••••••••••••••••••••••• b. NITROGEN STABILIZED SAUDUST•••••••••••••• c, 12.·IZ·IZ. COMMERCIAL fERTILIZER •••••••••••• d. 1120N CoUL..t='A 11::. •••••••••••••••• , ••••• 3. SUAMJT All RECEIPTS AWl IIETAIN ALL (~PTY DAGS fOR ALL AMEND~lNTS ro11 APPROVAL l!V L/IIHISCAP[ AHCHITECT. PLANTING: 1. 2. 3. s. 7. 9, CONTAINER CROIJN PLANTS TO BE PLANTED IN PLANT PITS THR£E(3) Til'\ES UIOER THAN PLANT CONTAINER ANO A DEPTH or TUICE THE HEIGHT or PLANT CONTAINER. PLANT CROUN TO BE SLIGHTLY HIGHER. THAN ITS NATURAL GROIJING HEIGHT AFTER S[TTLE"ENT. PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT. All PLANTS SHALL BE UATERED IMMEDIATELY, BEFORE BACKFJLLINC PLANTING PITS. All AREAS R(C[IVING PLANTS AND/OR HYDROSCEQING SHALL BE "OIST TO A DEPTH or 6• AT TIME or PLANTING. USE AGRIFORM 20-10-5, 21 GRAM TABLETS PER MANUFACTURER'S SPECIFICATIONS, WITH All SHRUBS ANO TREES. 1 PER• LINER OR 1 GALLON, 2 PER SCALLON, 3 PER 15 CALLON A 4 PER FOOT OF BOX WIDTH, PLANT ALL PLANTS 5 1 MINIMUM fROM IRRIGATION HEADS (SLOPES ONLY)• SCARIFY THE SIDES or EACH ROOT BALL PRIOR TO PLANTING IF CIRCULAR ROOT CROUTH IS EVIDENT. PLANT QUANTtTIES ON THE PLANT LIST ARE FOR THE CONT- RACTOR'.S CONVENJENC( ANO NOT GUARANTEED TO OE ACCURATE. PLANT SY"BOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED, ALL UORK SHALL BE AS DIRECTED BY OIJNt:RS FIELD REPRESENTATIVE UHO SHALL BE APPOINTiO PRIOR TO THE CDMMENCCM£NT or TH[ IJDRK. CONTRACTOR SHALL SUB"IT All MATERIAL RECEIPTS TO LANDSCAPE ARCHITECT, MAINTCNANCE: 1. ' 2. MAINTENANCE PERIOD SHALL NOT BEGIN UNTIL tNTIRE INST- ALLATION IS ACCEPTED BY THE OIJNER. "AINTENANCE PERIOD SHALL BE fOR THE l'DLLDUINC DURATION: 90 ~"(C., All PLANTS ANO PLANTING SHALL BE GUARANTEED FOR THC FOLLOUING DURATIONS BEGINNING AT THE FIRST DAY or TH( MAINTENANCE PERIOD: •• TREES ANO ,1SHRUBS 15 GALLON ANO LARGER •• ••••••••• I Yt:;AfL. b. SHRUBS 5 GALLON AND SMALLER.•.•••••••, •• ••,., ••• ffi OA."(C., c. GROUND COVER••••••••••••••••••••••••••••••••••••~ ~ye:;.,, d. LAYN •••••••••••••••••••••••••••••••••••••••••••• "O)0OA'(e, ALL DEAD, OAMAC[D DR BROKEN PLANT MATERIAL, INCLUDING SODDED AND SEEDED LAIJNS AND GROUND COVER, SHALL BE RE- PLACED AT TIJO UEEK INTERVALS. J. rtRTILIZE UITH 2LBS. ACTUAL NITROGEN PER 1000 SQ, fT • AT [NO or CACH 30 DAYS. LANDSCAPE ARCHITECT \JILL SPECifY TYPE, DEPENDING ON SEASON. P(RFORM LAST rrnr11 I 71r1r. AT rr-m or MAINTENANCE PERIOD IN THE PR[Sf~i[( or· TII[ LANDS(Ar>( Aflrll!T[CT. ' . ,. •tll!!IOEl'l8 IIR!! 2" l( IV flfOWOOO IN STRAl<JH!r SECTIONS ANO FIVE 5/16' X 4• f!JR TW<l'I 1" I( 4' ,lAMINATIONS.'fN,CUf\YEltSECTIONS. REDWOOD SHALL SE CONSTRUCTION GRADE (SEE DETAIL}. PLANT SYMBOLS TAKE PRECEDENCE! OVER PLANT OUIINTITIES SPECIF1EO EXCEl'T WHERE · SPECIFICALLY NOTED. N.C.N. INDle.llll!S PI.ANTM-OOMMON NAME. ~-i . ,t: AT U!!AST ONE PLANf'OF IAOH SPECIE'S DELIVERED TO THE SITE WILL HAVE AN IDENTIFI-.TION 1'AG :i . FRO~ THE SUPPL YfNG,NUASERV SHOWING COMMON AND BOT ANICA!. l'lANT l'IAMES. , · ◄ PLANTS SHALL BE PAOrECTl!D AGAti'BT THEFT, HEAT, SUN, WINO, FROST ANO PH'i'SICAt. bAMAGE · .• i. DURING TRANSrORT,\TION TO THE SITE ANO WHILE BEING HELD AT THE SITE. DO NOT STO~ PLANTS IN •,··.·.·.i.i.. TOTAL OARl(NESS MORE THAN ONE DAV. PlANtS SHALL BE ACCLIMATED FOR THE CONDmONs OF THEIR UL TIM ATE USE l'(N[) LOCATIGN, W1L TIIO PUNT MATERIAi. SHAI.L NOT Ile Pl.ANTED-OR USED ON l!ME Pf:IOJECT. •~-l'I.AN1' R0qr eM.L SHAU. NOT DAMAGl!I> DUPUNG -mAN$PORTATION OR PLANTING PROCESS. f t.ANDSCAPI! coNm¢:r6R SHALL f'll:PAIA ANO!OFI Al!PLll.CE' flN SIZE'. KIND, Ml9 OUA~IN). ANV !>LAN. •1 MA TE RIAL EXISTING ON SITE WMICH IS DAMAGED DUE TO HIS-NEGLIGENCE. •· , · . :.~ •. • IMMl:01AT£LY lJP$N AWAAD OF THE CONTRACT THe CONTRACTOR llllALL LaGATE, ORDER, AND '! PURCHASE, ORHAV!'HELD FOR HIM, ALL SPECIFI.Ell PLANT MATERIAL. ~ •• • ' • ,P, 1J. CON'l'RACTOPI $HAL, 81; IACl<CHil.R(lEO FOR LANDSCAPE AACHITl:OT'S TIME IN LOCATING ANY Pt.ANf . :.· .. !'.· , MATERIAL},T TH:. N~SERY AS REOUl!jflTED BY yONTRACTOfi. , .. . . ti! PI.AN't W.TSIIAUAA"I' BE' 1'11,JE'CTED AT ANY TIME BY THE LAND$C,\PE ,\RCHITEOT DUE TO CONDITION, ::.i_. FORM, OR DAMAGE BEFORE OR AFTERPLANTING. . . . . •• LANrlSC.·· A1'E'II\RCHITl:CT dbiY' L IIPPAillV!! LAN0.11PAPE GRADING AND FINAL PLACl;MENT OF ALL ·,1.: ::E~S\ SH=~:R:: 1;::::::o~ A.ANTING AR!~ ~ THEN FROM -srrE :N • r MlCO ·. NCEWITH. THt:!FOLLOWlNG ORITl81IA: ,1"+ IN LAWN AREAS, l"+ IN SHRUB AREAS., 1"+ IN 1-1$HRiJB E,\S WITH 00.0l!INO COVER, N'+.ON"IJLOF'ES S:1 ANO STEEPER. · . . .: ... St..°"" AfU!A'.S t:1 OR !ITl!l!:~R SAALl NO'!' HA~ IAF\jQATION BV5TEM$ OR PL'...'m-1Nt1 INS\"ALLEI!> •. .. , }' 'IHEfqEOl'«JNTIL ALL GUI.LIE$ 0A RUTS INE'XC~SS OF · ;-;;I INCHES Ol!EP HAVE BEENflJlED IN · · -o•• '"° WITH ADJACENT SOIL AN&! COMPACTED BV 11-lE CONlRACTOFI. ,, · I ik . $Q!L PREP-M'll\1"ION AS SPl!CIFll!b ts FOR et~NG !'UIIPOsesbNi.:Y. Ae'rul\L ~Pes AN11110UAtr~1es OI' AMEM>MENTS. WILL BE BASED ON SOIL ANAL VSIS iPRO\IIDED BY OWNERI, AFTER GRADING. . •• '•j lf~ . OOIW!A¢rol'I SHAl.l/9UIIMl'i' All. fl!MENOMEN!r. ()(;JAl'iTl'fV FIECf:JPfS TO OWNEFI AND LPit,)osCAP,E • · · ARCHlcECT Fll>FI.APF'A0\11\LATTHE TIME OF AMENDING. , ~· . . l>lanting notes ' THE 1'01' 1f' .OF SOIL ◄N RAISED PLANTE/ls Ario Alt SOIL lN i>OTI! SHAl.t !le ,\ CQMMERCIAL GFIA6t!,; PLANTEll'I MIX SUCH AS: . , . . . •• • . , , . - 1 SUPEF\'$0I1, ROD MCLELLAN OOMPAN\'i SAN PRANQISCO , BANDIN! #105 BANDINl'i'ERTILIZER COMPAl{Y, LOS ANGELES GOLD CUP Bl.ffi.ER'S MILL INC., s.,N DIE<l.O' · ,, \ , \ ' • TO THIS PRODUCT MUST BE A0DED.:t!i% BY 1/0Lt:IME CAt,lADIAN SPAGNUM PEAT MQSS. it. CROWN OFAU:15ClN'rs SHlLLl!~ sJ!iujj'iy Hil)HtB AFf!.R sE't'l'CiNG, THAN AOJ~i',lf ~OIL ANO MULCH. · 20. • INDICATES m'ANIIAFID TRUNK TREii!$. A INDICATeSNATURAL MUL Tl-TRUNK TREES. ' 22. TREES SHALL !IE OF ADECUATE CALIPER TO STAND WITHOUT SUPF'ORT.· 2S. ALL SPECIMEN TREES LARGER THAN 1-5 GALLON IN SIZE SHALL BE ESTABLISHED IN THEIR BOXES FOR NO LESS THAN FOUR MONTHS, ALL PLANTcS 1 TO 5 GALLON IN SIZE SHALL BE ESTABLISHED 11'1 THEIR CONTAINERS FOR A MINIMUM PERIOD OFl'HREE !,,IONTHS, ANO ALL LINER SIZE, 2 MONTHS BEFORE DEltVERY TO THE SITE UNLESS SPECIFICALLY AUTHORIZED BY THE LANDSCAPE ARCHITECT. H. TREES SHALL BE SIN0LE l'RUNl(<STIWDAAtlJS UWSS OTHERWISE NOTED. '; ' I ,. . 2J. PRUNE PLAi'll'S DURING INSTALLA'l'ION OR MAINl'ENANOE A$fllRl!CTED II\' LANDSCAPE ARCHfl'ECT .. CIACULAR FIOOT SYSTEMS OF fll0NTAINER8TOCKSHALL BE Sl.MlHED IN• 1'0 6 LOCATIONS ON THE SIDES ANO THE ROOT BALL "BUTTERFLIED" PRIOR TO PLANTING. ROOT\illOUND PL,\NTS ARE UNACCEPTABLE. ' . . 21. CONSfRUCT A 2' HIGH X I!' DIAMETER WATER BASIN FOR EACH LINER IV.NT ANO A 4" HIGH X 2' DIAMETER WATER BABIN FOR EACH ONE GALLON PtANT. REMOVE W"TER BASINS FROM ALL TREES LOCATED IN LAWN AREAS PRIOR TO INSTALLING LAWN. n. Pl.ANTING PITS FOR TREES 24" BOX llfZE M-ID LAFIMR SHALL BE EXCAVATED NO LESS THAP'l 1WICE 1'l:IE . OIAMETEA AND TI-IE llAME Dl;PTH AS THE ROOTBAU.. . . INSTALL TAEESANO SHAUBS PRIOR ro fl'LANTING<JF GROUNOCOVER ANO/OR'HYOROSEEOfNG l:XCEPI' . AfJ•.MAY ee OTHERWISE SPJ;CIFIED FOR HYDROSEEl!lED SLOPE ARE/IS. 30. TREE GUVIHG$H"1.L !IE OONE\AT CONTRACT~SOIS¢RETION (PER DETAIL). CONTRACTOR SfW.L Bl! ,, RESPONSIBLE FOR THE TREES' STABILITY FOR THIUJ!NG1H OF THE <IUARANTEE PERIOD. s!, TRH STAl<ES SHALL BE TEN•FEE°f\10') LON(l, $1RAIGHT GRNNEO LODGEPOLE PINE, TREATED WITH : COPPER NAPTHENATE. STAKES SHALL ee FREE OF KNOTS. CHECKS, SPLITS AND DISFIGUREMENTS. NUMBER OF STAKES PER TREE STAKING DETAIL. TREE Tl!!l!l IIHALL BE COMMERCIAU V MAN\JFA<m:IRED TIES FROM Bl.ACK TIRE CASll'IGS, CUT TO A MINIMUM TEN-INCH (101 LENG'fH AIIID HELD IN PLACE BY 12 GAGE GALVANIZED WIRE, OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF FIFTEEN-INCHES 115"\. '!'HE SPLIT PLASTIC HOSE SHALL BE 'CINCHE· TIE" OA AN APPROVED EQUAi.. 31!. TREES 24" BOX SIZI! ANO t..ARGEA SHAU BE PLANTED aEFoi!lE MAINLINE~ ANO LATERAL LINES ARE . INST AUED. I/if· . . , . '·* ' ., ,-' ~-TREES IN LAWN lt:1'11:"'5 SHALL RECEIVE TRUNK PRO'rECTORs AS MANUFACTURED BY V.l,T. COMPANY, INC., 15561 PRODUCT LANE, 0-4, HUNTINGTON !!EACH, CA 92649 (714) B91·6338. 311. PLAN'TfNGls SHALL;NOT ee LOCATED SUCH THAT THEY WOULD CAUSE" LINE OF SITE PAOB\.EM FO~ VEHICULAR TRAFFIC. ' iii. SHRUBS ARE TO BE FULL AND BUSHVTO THE GROUND. 37. TREES AND SHRUBS TO BE 'LINER' SIZE MfNIMUM. ONE GALLON SIZE PLANtS MAY BE SUB·STmJTED FOR LINER SIZE PLANTS IF LINERS ARE UNAVAILABLE. BID SHALL •BE BASED ON KNOWIII PLANT AVAILABILITY. SPECIFY QUANTITIES ANO SIZES IN 810. 38. VINES LOGATED IN LAWN AREAS SHALL HAVE A HEADER BORDEFt SEE DETAIL VINES SHALL HAVE STAKES REMOVED AND SHALL BE ESPALIERED ANO SECURED TO A!ilJACENT SURFACE, SECURE VINES TO ADJACENT SURFACES WITH CL~AR PLAST)C TIES MANUFACTURED BY FEATHERTOWN "GARDEN WALL TIE' OR GREEN PLASTIC STRETCH TAPE AND IIIAILS, TO BE DETERMINED BY LANDSCAPE ,\RCHITECT. 40. REMOVE RACKS FROM ESPALIERS AND TIE PLANT lO Af)JACENT VERTICAL SURFACE AS DIRECTED. 41. PLANT TABIEfS SHALL BE PLACED IN PLANTING PITS WITHIN THE TOP 3" Of FINISH GRADE. 42. PROIIIOE AGRIFORM 20-10,5, 5 GRAM FERTILIZER TABLETS WITH EACH GROUNDCOVER PLANT (1 PEl'I PLANT). 43. PLANTS ONE GALLON, LINER SIZE ANO LARGER SHALL BE PLANTED WITH 20.10-5 FERTILIZER TABLETS, 21 GRAM, AT THE FOLLOWING RATES: 111 GALLON, 1/LINER, 2/5 GALLON, 3/15 GAi.LON, 4/FOOT OF BOX WIDTH. (I.E. S/24" BOX, ETq 44. GRAVEL Al'IEAS SHALL RECEIVE A 2'' LAYER OF P!'A SIZE GRAVEL. COLOR SHALL BE GRA'V-BlACK. SUBMIT 1 OU. FT. SAMPLE PRIOR TO INST ALLA TIOIII. 46'. SHRUB AREAS SHALL RECEIVE A ONE INCH DEPTH OF GRO-MULCH AS A TOP DRESS. CROWN OF PLANTS SHALL BE SLIGHn y HIGHER THAN MULCH TOP DRESSING AFTER seTTLING. 4$. SHRtl~ING AREAS SHALL ISE Pl.ANTED Wl1'H GROUND COVER AT 9' ON CENTER; , 4~. LAWN SHALL BE SODDED WITH JAGUAR . INSTALL PER MANUFACTURER'S RECOMMENDATIONS INCLUDING FERTILIZER AND ROLLING. EXISTING I.AWN AREAS DISTURBED BY CONSTRUCTION AND/OR lMIOSCAPING SHALL BE RESEED-ED AND MAINTAINED TO MATCH EXISTING CONDITION$ OHl;ll;:QJ;'R. 49 · gz~l~i~J~~\\fe~?/JDT~t:t i~re,i!~~~g~i~◊'i1~~~~::E8~i?H1\'.':~f~~~T~~ OF INSTALLATION, ' ,. . ' ':'. ,, . . . > . SD. CONTRACTOR SHALL PERFORM ALL FERTILIZING :ll'f M PRES!!li!CE OF THE LANDSCAPE ARCHFl'ECT AND/QR THE OWNEFl'S REPRESENTATIVE. FERl'1LIZER CONTAINING IROl'l'SHALL BE KEPT OFF ALL · HARDSCAPE. PROVIDE OWNER WITH RECEl!>TS FOR FERTILIZER TYPE AND QUANTITY USED . CONTFIACTOR 1$ RESPONSIBLE FOR MAINTAINING ALL PLANTED AREAS, INCLUDING HVDROSEEOED 1 AREAS; IN A WEED AND DEBRIS FREE CONDITION Tt-lROUGHOUT THE MAINTENANCE PERIOD. ALL . BERMUDA AND KIKUVUGRASS SHAU. BE DUG OUT BY THE ROOTS, ANO REMOVED FROM THE .SITE. , SLOPES 2:1 AND STEEPER ARE INCLUDED. ' CONTRACTOFI MAY HIRE LANDSCAPE ARCHITECT TO APPROVE SPECIMEl'l !'LANT MATERIAL AT THE NURSERIES PRIOR TO SHIPPING. . . CONTRACTOR SHALL SUBMIT COLOR PRINT. PHOTOGRAPHS TO LANDSCAPE ,\RCHITECll' FOR APPROVAL OF ALL PLANTS 15 GALLON AN!l LARGER PRIOR TO.DELIVERY OF PLANTS TO THE SITE. ,· i "NATIVE" CONTAINERIZED PlANTS INCLUDlr-10 LINERS SHALL BE PLANTED 30 DA'IS PRIOR TO THE ENO OF THE MAINTENANCE PERIOD FOR·HYDROSEEOED SLOPE AReAS. PRIOR TO THE END OF l'HE t,tAINTENANCE PERIOD THE CONTRACTOR SHALL RE-HYOROSEED AREAS DISTURBED FROM PLANTING LINERS. ' < ; i sii. , THE CONTRACTOR SHALL USE THE FOLLOWING l"e!CQj.ATION TESTING SPECIFICATION IMMEDIATELY 'FOLLOWING THE ROUGH GRADING OPERAlrlON TO DETEl'lMINE WHETHER ORNOT A SUBDRAIN SYSTEr.1 ANO/OR AERATION PIPES ARE REQUIRED: A. FXciAYAI!ON UPON COMPLETION OF THE RC!JUGH GRADING OF THE SITE, 1:HE L,\t,IOSCAPE At'ICHITEl:T SHALt. IDENTIFY A TYPICAL LOCATION FOR ONE OF THE LARGEST SPECIMEN B<l>X TREES, AND THE , · CONTRACTOR Sl-lALL EXCAVAT,lc THE PIT FOR THE TREE PER THE PROJECT SPECIFICA'rlONS AND i. DETAILS. ,,, .. r· ~ --.. '. I, JESTING • ---.. -·~--·~~· ... ,_. ... .. ' -:-, ', , '. , Wll'H 1'HI! li!WNl!R ANO THI: ILANl!SCAPI!' ARCHlfEt'l''l'llEil~l>lll, THE ®NifllA¢T()lt $1-W\LLFILL 'FHE . Pl'l'WITI; WATEf!TO A DEPrH OF 12", IF P~LE, THl:·LEN\1'1'H OF Tlt.n: AECi'UIRED FOR 1HI! WA:ri:R : • TO Pl!RE!OlA'l'E INTO THE SOIL, LEAi/iNG THE Pllf EMPTY, WlU.ae MEASURl!D BYTI-jECONTAACTOR . AND VERIFIED BY TI-IE PROJECT SUPERINTeNOEirr. ., . · · , • WITHIN SIX Hoi.JRS OF THE TIME 1'HE WA'i'l:R HAS Dl'IAINl!O FR'!lM THE PIT THE. CONTFIA(lT()R, Wll'H . THE <!WINER AND THE LANIJSOAPIS ARCHITECT PRESEN'f, SHALL AGAIN FILL THE'f>IT WltH ·wATeA TIii , A OEPfH OF 12". IF THE WATEl=l DOES NIIIT llOMPLtTl"LY lilERCOtA'E IN'l'O THE Sl!IIL WITHU~ 9 HOURS A DSTERM'INATION WILL Bl:' MADE 8\!lHI:' OWNEFI ANO THE LAND!ICAF'E ARC!ilTE~T AS rt,. V(HETHER OR NOT A DRAINAGE SYSTEM.IO EACHTlilEJ: WILL_l3E REQUIRED. ; planting\ notes. cont 1d • , I I V1 t; (0 ~ ~! ~ 0 ·v, 0 ':i V1 8 •·· 11~,11 z z . ,~ ~ C (:[ C _, 0 'St 0 "' 0 ~ 's a: 8' ~ :::i t_j a: c:: D wS-' e-~ z • :r _, er: v~2 (0 ..... c:o-er C r-~ V1 -i\' CS:: V en .D (0 J :'2 . I'-0 a:: a:: cc r-r, 3 J1 U ~ L.n -0 a: Q OJ ~ 0 __, ZD-'0- D <I cr:,n~. __, --0 CHANGES DATEFJi 11: .1Ad ee I(.,, vt:f?.et sa1eut1 ~o , CPr en ___ l4"?5f?f(!J1 PAOGAESS PAIIT DATE DESIGN __ f._4';,J..-__,_ __ DAflJ.JN _ __._t.~._.__._ __ QlE<KED _ _.L, .. J:2..,,.1!:?'--_ SCA.E PAOJECT SHEET L-'14 Of Ii::; SHEEl"S \ \ !tr<'-''' ,-,,•J'':-~"" ~~? ;. • landscape hydroseeding specifications A. GENERAi REQUIREMENTS 1. VERIFICATION OF DIMENSIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND/OR ACTUAL SPECIFICATIONS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 2. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY COMPETENTLY TRAINED INDIVIDUALS EMPLOYED BY A QUALIFIED HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN CAPABLE OF INTERPRETING THE PLANS AND SPECIFICATIONS. 3. INSPECTION OF CONDITIONS: THE CONTRACTOR SHALL EXAMINE RELATED WORK INCLUDING IRRIGATION AND GRADING SURFACES BEFORE PROCEEDING WITH ANY WORK AND INFORM LANDSCAPE ARCHITECT IN WRITING ON CONDITIONS WHICH MAY PREVENT THE PROPER EXECUTION OF THIS WORK. FAILURE TO REPORT UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT WILL CONSTITUTE ACCEPTANCE OF PERFORMING ALL WORK CAUSED BY THE UNSUITABLE CONDITIONS AS PART OF ANY ADDITIONAL COST. B. SLOPE SCARJFJCATJON 1. CUT SLOPES: ALL CUT SLOPES WILL HAVE BEEN SCARIFIED OR HORIZONTALLY RIPPED BY OTHERS TO A DEPTH OF SIX INCHES ACROSS THE SLOPE AND SPACED NOT MORE THAN TWELVE INCHES APART ON THE SLOPE. 2. FILL SLOPES: ALL FILL SLOPES WILL HAVE BEEN SHEEPSFOOT ROLLED BY OTHERS. THE 2" X 2" X 4" ROLLED DEPRESSIONS SHALL BE LEFT UNDISTURBED AND NO CULTIPACKING SHALL BE PERFORMED. ONCE THE SHEEPSFOOT DEPRESSIONS ARE MADE THE HYDROSEEDING CONTRACTOR WILL TAKE CARE AND ENSURE THAT HE SPRAYS THE FIBER MULCH INTO ALL ROLLED DEPRESSIONS. C. WEED ERADICATION PROCEDllRES 1. MANUALLY REMOVE ALL EXISTING VEGETATION FROM MANUFACTURED SLOPES AND DISPOSE OF IT OFF-SITE. 2. FERTILIZE ALL PLANTING AREAS WITH UREA 35-0-0 COMMERCIAL FERTILIZER AT THE RATE OF .5 POUNDS (112 LB.) PER 1,000 SQUARE FEET (22 LBS./ACRE). BEGIN WATERING PROCESS TO ACTIVATE FERTILIZER AND ADDITIVE CHEMICALS. 3. WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF THREE (3) CONSECUTIVE WEEKS. THE LANDSCAPE ARCHITECT SHALL APPROVE THE SPECIFIC WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO GERMINATE ALL RESIDUAL WEED SEEDS. 4. DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS AND THEN APPLY A NONSELECTIVE BROAD SPECTRUM SYSTEMIC HERBICIDE IF PERENNIAL WEEDS APPEAR ON THE SLOPES. THE TYPE OF CHEMICAL TO BE USED WILL BE DETERMINED BY A LICENSED PEST CONTROL ADVISOR. IF ANNUAL WEEDS APPEAR, USE STRAIGHT CONTACT HERBICIDE AS PER THE PEST CONTROL ADVISOR'S RECOMMENDATIONS. NO WATER SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OF CONTACT WEED KILLER 5. ALLOW SUFFICIENT PERIOD OF TIME TO INSURE THAT ALL WEEDS ARE DEAD. , 6. CLEAR ALL DESICATED WEEDS FROM THE SLOPE AND REMOVE FROM SITE. 7. WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL TO A MINIMUM DEPTH OF 6" PRIOR TO HYDROSEEDING OPERATION. 8. THEN ALLOW PLANTING AREAS SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT A~LOW THE SOIL SURFACE TO BE SUPER-SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDL1AL MOISTURE WITHIN THE FIRST 114 INCH OF THE SOIL SURFACE. 9. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. D. SOIL STABILIZATION AND HYDROSEEDJNG ALL MATERIALS SHALL BE STANDARD, APPROVED AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ANY COMMERCIAL PROCESS OR PACKAGED MATERIAL SHALL BE UNDISTURBED AND DELIVERED TO THE SITE IN THEIR ORIGINAL CONTAINERS, UNOPENED, BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. · ; • 1. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHAI L NOT FORM A Bl OTTER-LIKE MATERIAL, THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. THE IMPREGNATION AND MIXING OF THE COMPONENTS WILL HELP IN RETAINING MOISTURE WHILE STABILIZING SOIL SURFACE FROM EROSION. 2. PREPARATION OF HYDROSEEDING MIXTURE: A. THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. B. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED. THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (fHE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER AT THIS TIME). C. THE ENGINE THROTTI.E SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4 FULL AT THIS TIME THE SEEDMIX SHALL ALSO BE ADDED AND NOT BEFORE THIS TIME. D. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED. 3. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. IT IS IMPORTANT TO ENSURE THAT ALL OF THE COMPONENTS ENTER AND MIX WITH Tl-'E SOIL THE HYDROMULCH HAS A TENDENCY TO BUILD UP ON ITSELF, THEREFORE, IT IS IMPORTANT THAT THE CONTRACTOR EMPLOY ONLY QUALIFIED PERSONNEL TO ENSURE UNIFORMITY OF THE HYDROMULCH APPLICATION. HYDROMULCH CONTRACTOR SHALL BE SELECTED AND APPROVED BY THE LANDSCAPE P,,~GHITECT. 4. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS DUE TO SEED DESTRUCTIOlt IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN ONE HOUR IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE ONE HOUR AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING OR IT SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. 5. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY HARDSCAPE AREAS l~CLUDING CONCRETE WALKS, FENCES, WALLS, BUILDINGS, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. 6. HYDROSEEDING COMPONENTS AND ADDITIVES: A. 1,000 LBS. PER ACRE GAO-POWER, ORGANIC SOIL AMENDMENT. GRO- POWER IS AN ORGANIC FERTILIZER CONTAINING THE FOLLOWING CHEMICAL FORMATION: "5-3-1 NPK RATING. THIS MATERIAL IS A COMPOSTED ORGANIC PRODUCT WITH TRACE ELEMENTS." B. 2,000 LBS. PER ACRE CELLULOSE FIBER MULCH. C. 300 LBS. PER ACRE 16-6-8 COMMERCIAL FERTILIZER: 16-6-8 SHALL BE A COMMERCIAL GRADE PELLETED OR GRANULAR UNIFORM IN COMPOSITION, DRY, FREE-FLOWING AND LABELLED WITH SPECIFIED NPK RATING OF 16-6-8. D. 2.8 GAL. PER ACRE IRON CHELATE OR 220 LBS. PER ACRE FERROUS SULFATE. E. BETWEEN THE MONTHS OF NOVEMBER AND MARCH ADD: 120 LBS. PER ACRE ECOLOGY CONTROL M-BINDER (PER MANUFACTURER'S RECOMMENDATIONS) AND 15 LBS. PER ACRE KONDENIN CLOVER (INOCULATED), INSTALL PRIOR TO HYDROSEEDING. F. HYOROSEED MIX SPECIES ADENOSTOMA FASCICALATUM (CHAMISE) ARTEMISIA CALIFORNICA (CALIFORNIA SAGEBRUSH) BACCHARIS SAROTHROIDES (HIERBA DEL PASMO) BACCHARIS PILULARIS (DWARF COYOTE BRUSH) ATRIPLEX CANESCENS DENROMECON RIGIDA (BUSH POPPY] ENCELIA CALIFORNICA ERIOGONUM FASCICULATUM (FLAT-TOP BUCKWHEAT) ERIOPHYLLUM CONFERTIFLORUM (GOLDEN YARROW) ESCHSCHOLIZIA CALIFORNICA (CALIFORNIA POPPY) LOTUS SCOPARIOUS (DEER WEED) LUPIN US LONGIFOLIUS MALOSAMA LAURINA (LAUREL SUMAC) MIMULUS LONGIFOLIUS (MONKEYFLOWER) MIMULUS PUNICEUS (BUSH MONKEYFLOWER) SAL VIA APIANA SALVIA MELLI FERA VIGURIA LACINA TA (SAN DIEGO SUNFLOWER) POllNDSIACRE 2.0 LB. 4.0 LB. 1.0 LB. 1.0 LB. 8.0 LB. 0.5 LB. 2.5 LB. 6.0 LB. 1.0 LB. 4.0 LB. 6.0 LB. 2.0 LB. 2.0 LB. 1.0 LB. 1.0 LB. 2.0 LB. 2.0 LB. 6 O LB. 52.0 LB. SEED MIX SHALL CONTAIN 90% LIVE SEED WITH A GUARANTY OF 85% GERMINATION. 7. CONTRACT GROWING: HAND PLANTED SPECIE SHALL BE CONTRACT GROWN BY THE DEVELOPER OR INSTALLING LANDSCAPE CONTRACTOR AT LEAST 3 TO 6 MONTHS IN ADVANCE OF INSTALLATION TO ENSURE AVAILABILITY OF THE CORRECT SPECIE AND THEIR RESPECTIVE QUANTITIES. PRIOR ARRANGEM!:=NTS SHALL BE MADE. 8. HYDROSEEDING EQUIPMENT: A. THE ABOVE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN THE HYDROSEEDING MACHINE CONTAINING AT LEAST 2,000 GALLONS OF WATER TO ALLOW FOR A HOMOGENEOUS SLURRY WHICH IS THOROUGHLY MIXED AND CAN BE APPLIED EASILY WITHOUT CLOGGING. THE MACHINE TYPE MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 8. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM AND OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER, CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. • C. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2,000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. D. EQUIPMENT USED, IN THE HYDROSEEDING PROCESS WILL BE THOROUGHLY CLEANED OF ALL SEED AND OTHER MATERIALS USED IN ANY PREVIOUS HYDROSEEDING PROCESS, PRIOR TO HYDROSEEDING ANY SLOPES ON THIS PROJECT. F. MAINTENANCE PROCEPVBES GENERAL CARE AND MAINTENANCE SHALL CONSIST OF THE PROPER WATERING, FERTILIZING AND CLEAN UP DURING THE GERMINATION AND ESTABLISHMENT PERIOD OF GROWTH. THE MAINTENANCE PERIOD SHALL BE AT LEAST THREE (3) CONTINUOUS MONTHS. 1. GERMINATION STATE IRRIGATION: APPROXIMATELY 25 HOURS AFTER HYDROMULCHING THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH TAKING CARE NOT TO SUPER- SATURATE OR WASH AWAY THE SLURRY AND SEED. FREQUENT, LIGHT IRRIGATION MUST BE PERFORMED TO ESTABLISH SEEDLING GROWTH. THE CONTRACTOR WILL HAVE TO REPAIR ALL SEED WASHING OR EROSION AT HIS OWN EXPENSE. THE SLURRY MULCH AND SEED MUST BE IRRIGATED FREQUENTLY TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR MAXIMUM GERMINATION. THE IRRIGATION SYSTEM MUST BE OBSERVED AT ALL TIMES WHILE IN OPERATION. THE IRRIGATION SEQUENCE MUST BE DETERMINED BY AIR TEMPERATURE, PREVAILING WIND VELOCITY, SOIL TEXTURE, ORIENTATION AND OTHER LOGISTICAL PROBLEMS. IT IS IMPERATIVE THAT THE SOIL BE KEPT MOIST AT ALL TIMES DURING THE GERMINATION PERIOD. THE LIGHT, FREQUENT IRRIGATION SEQUENCE SHOULD CONTINUE UNTIL THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION STATE. THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. 2. ESTABLISHMENT STAGE IRRIGATION: THE IRRIGATION SEQUENCE (FREQUENCY) SHALL BE GRADUALLY REDUCED WHILE THE DURATION OF EACH WATERING CYCLE SHALL BE GRADUALLY INCREASED. A SPECIFIC WATERING PROGRAM SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT AND/OR HIS CONSULTANT, BUT SHOULD APPROXIMATE WATERING ONCE A DAY FOR 60 TO 90 DAY PERIOD. 3. HARDENING OFF STAGE IRRIGATION: AT THE END OF THE 90-DAY MAINTENANCE PERIOD, AS DETERMINED BY THE LANDSCAPE ARCHITECT, THE WATERING FREQUENCY SHALL BE SLOWLY REDUCED TO APPROXIMATELY ONCE EVERY THREE DAYS DEPENDING ON THE SEASON, WHILE INCREASING THE DURATION OF THE WATERING SUFFICIENTLY TO ALLOW FOR MAXIMUM WATER PENETRATION FOR THE EXPANDING ROOT SYSTEM, WHILE AT THE SAME TIME TAKING CARE NOT TO CAUSE EROSION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING WATERING FREQUENCY AND DURATION TO PROMOTE OPTIMUM GROWING CONDITIONS. 4. FERTILIZATION: • THE CONTRACTOR SHALL FERTILIZE ALL PLANTED AND HYDROSEEDED AREAS AT THE END OF THE 90-DAY MAINTENANCE. EACH FERTILIZER APPLICATION SHALL CONSIST OF AMMONIUM PHOSPHATE (16-20-20) OR APPROVED EQUAL, APPLIED AT THE RATE OF 300 LBS. PER ACRE AND IRON SULFATE AT 220 LBS. PER ACRE OR IRON CHELATE AT 2.8 LBS. PER ACRE. 5. WEEDING: ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH APPEARING IN THE PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT 30-DAY INTERVALS. 6. MINIMUM COVERAGE: FINAL ACCEPTANCE WILL BE AT THE END OF THE 90-DAY PERIOD ONCE 80% GERMINATION AND PLANT ESTABLISHMENT OVER THE ENTIRE HYDROMULCHED AREA HAS BEEN OBTAINED. 7. FINAL APPROVAL AND ACCEPTANCE: FINAL APPROVAL AND ACCEPTANCE WILL BE GIVEN IN WRITING BY THE LANDSCAPE ARCHITECT FOLLOWING A FINAL ACCEPTANCE INSPECTION. THE LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE IF HE DETERMINES THE PROJECT WARRANTS FURTHER MAINTENANCE TO FULFILL THE 80% COVERAGE THAT IS REQUIRED BY CONTRACT OR THE WEEDS HAVc NOT BEEN PROPERLY CONTROLLED. ALL IRRIGATION SYSTEMS SHALL BE COMPLETE AND 100% OPERATIONAL. V1 ,._ 0 a, ...., I-0 0~ u ~5 ~ ~ V1 ui, \2 I 0 M• • ... '-LI ('II ~ C 0 q 0 !~i ...., L :::> .D • t:: _, 5 i5~u. 0 a: g ::J - V1 a: a: r- ,D 0 il::'-V"- 0 6~ -~ 3 80J;~ ,, 0 a: zo_JO: _, ~~~-0 u a:'. ~ UJ 1--4 z ::= 0 00. 00 ~ 1-1 ~ ~~ Q 1-1 0~ ~ 1-1 Q -~ -~ P--t ~-r:/). ~ ~ o~ -~ ~ ~~ r:/). 0 ~~ ~ ~ i ~ ,, CHANGES DATE f!H {<ZN:2C :"'a~ 11:: J,At,) ee, -----10 t?f<.,07 i:;,S;UM. 1!'2!1:7 7.a;:;t:e,7 PROGRESS P1~1NT DATE DESIGN '.c..:"....:'?:--__ _ DRFW',I _J"->'-'I !_..;..)_<' __ CHECKED _J..J..,,_<:,-""f;,""-'-__ ·-,...·· -SCALE ------- PAOJECT 87-03.6 - SHEET • \ '"\