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Home My WebLink AboutDWG 321-2M; CT 90-14; AVIARA PLANNING AREA 16; L1-L14CLIENT: D. R. HORTON CUSTOM HOMES 10179 H"UENNEKENS STREET, SUITE 100 SAN orEGO, CALIFORNIA 92121 (619) 452-3700 PROJECT: D MODEL AREA LANDSCAPE ARCHITECTURAL PLANS VICINITY MAP NOT TO SCALE " "'· :l C-, (ANI\ION p;uOM R C'; 3 1 c-. ~ ,t. \:' . "'-,,. ,\ Vo L.. \ ,,\ ~ \ ~ --~ -_- ' ~ C05;4 _-3,A T.!}YI r, AV£ iAuODAI J PHASE MAP NOT TO SCALE PHASE 2 / / MODEL SITE NORTH N.T.S. ._ . / /'~ NOTE: ENTRY SHOWN ON DWG 321-2 L • SHEET INDEX L-1 L-2 L-3 L-4 L-5 L-6 L~7 ,,_ L-8 L-9 'L-10 L-11 L-12 L-13 L-14 TITLE PLAN DETAILS DETAILS DETAILS GRADING PLAN CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION NOTES IRRIGATION PLAN IRRIGATION DETAILS/LEGEND IRRIGATION NOTES IRRIGATION NOTES PLANTING PLAN PLANTING DETAILS PLANTING NOTES I HEREBY DECIAR.E IBAT I AM THE LICENSED DESIGNER OF woruc FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE C!iARGE OVER THE DESIGN OF THE PRQ/ECT AS DEFINED IN SECTION 6703 QF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESiGN IS CONSISTENT WITH CUR.RENT STANDARDS. I UNDERSTAND THAT THE CHECK OF P~O.Jl':CT DRAWINGS AND SPEOFICATIONS BY IBE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DEiiGNER OF WORK. Of MY General Notes The contractor must notify the City Plan Check Consultant (619-438-1161) 72 hours (three working days), prior to starting construction. The landscape or irrigation contractor is to verify existing P.S.I. at job site prior to installing landscape irrigation system. Verification shall be made with the appropriate water district. All reduced pressure backflow preventers shall be tested after installation, relocation, or repairs by a City approved certified tester. Call 438-0218 for a list of City approved certified testers. Developer/owner is responsible for supplying a copy of the test results to the City Department of Utilities and Maintenance, 405 Oak Street. The Contractor is responsible for obtaining building and plumbing pennitJ prior to commencing wall construction and irrigation installation, respectively. [rrigation systems for individual parcels shall have points of connection for the system between the water meter and water service riser into building and ahead of any water regulating device installed for building. <,,\\ \ ~tll>SOl/>t APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS MODEL SITE ,, A' BU i '.--Tt, !.. <,, 'f. .f',p Cl ..) ~ RESPONSIB!LlTIES FOR PROJECT DESIGN. $' +~W414ft_. "J;;. q; .p J' <f, THESE Pl.ANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH . ii~_/) c- TH NOR N.T .s. -THE APPRdVE:D LANDSCAPE CONCEPT Pl.AN, WAttR CONSERVATION Pl.AN, RCE EXP DATE FIRE PROT'ECTION PIAN, AND AJ.i CONDITIONS OF APPROVAL RE!AT£D TO • (,.{ ..,,;f:;;:_,'.?/. • LANDSCAPING. REv1EWED 8" l~-/. DATE: ~ ~" BY, -i't OF CAI.II~ Pn-parer , ... , • 1 .. .:,. JB.B.IGATlnN AND HARD<::r~i .. -• pt A PE ~EVI~ ONS 1.,,.1 I I PRELIMINARY II II " qn 1aa'l NOT FOR CONSTRUCTION . -OOD □Eel□ FORSUM/SUMMERS & PARTNERS, INC. \4118 lOASl HIGHWAY, UANA f'(.)INT, CALIFORNIA ',!.:!fl~ 17141 4%--611' LANDSCAPE ARCHITECTS, ASLA DATE INITIAL SHT OATE INITIAL i!.N(ilNEER OF WORI( REVISION DESCRIPTION NO CITY APPROVAL -·-- ,NSP:'.C,OR DATE ~ CITY OF CARLSBAD I EjljGINE[AING DEPARTMENT ~ 4 - ALDEA @ AVIARA AVIARA P.A. 16 TITLE SHEET . -, AP E_ROVf:2,,_,;;/1/. // //.,_ ,: 1J 9-;; I-'i "'i ASSISTANT P!/ANNING DIRECTOR ' DATE OWN.BY, CHKO. 9y: FIELD 8K, PIIOJ(CT NO I OAAWING NO. I C.T. 90-14 321-2M ' C.M.W.D.90-506 JOB #500~. _ ~ -----------------------------------------------------------------------------------------,◄"'t;i. ...-: . SEE ENGINEERS GRADING PLAN FOR,ffllS AREA SEE DWG 321-2 SHEET 3 -I I \ I I \ I I \\ I I I I I I \ . I I \ I I I \\ I I \ ~1 ~ -~ ___ _,,,--___ _.,.....,.... -'\, -------~ _--/ ~ - I _,,--· .. v/ ( \_ PLAN 3 -LOT 4 (G.F.: 258.08) • IA.· PLAN 1 LOT 5 (G.F.: 258.58) • PLAN 1R LOT 6 _ . (G.F.: 259.08) '.!'} o';J fiJ (G.F.: 259.58) PLAN 2. LOT 7 o/ ~~~('~ iiLD V (fl , I U 1)0" fl,<!)· \ i{v (!, ~ I \'.IN \l'I \R( 111111 1, .\,I \ SEE ENGINEERS GRADING PLAN FOR THIS AREA DWG 321-2, SHEET 3 GRADING NOTES Prior to starting work.Contractor shall verify all proposed hardscape and landscape grades in the field. Should adjustments be necessary, maintain proposed flow lines and drainage patterns. Maintain a minimum 1 % gradient on hardscape surtaces and 1.5% gradient in landscape areas. (1% positive drainage in landscape areas bare minimum.) Grades shown in parenthesis () have been taken from Civil Engineer's plans. 1-{a te O RSFSR. ,a CIVIL-f NGt• NS:6R. ls. f---'l-1-"tj 5 FOR, f\L--L U H-P£f<'..~Ro U N-P x=:Rl"l ~ . NORTH SCALE: 1" == 10'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS .. 0 ;..,, t 10 20 30 MODEL SITE ld-' __ ALDEA @ AVIARA AVIARA P.A. 16 40 ,,/ GRA~G PLAN··------==---==== --;-;-;:-,o, .1. ~ <T / / ( £ ,.,,, ' ;....., ; . ; ' ~-;:~ ~ [1,_,,-· d't;f>uJ '7-,9 f--'J __, ASSl?iiNT PLANNING DIRECT(}R . • 1 ~ ·~ R" / rHK r !-l" Rv'WD 8' i I : ,-.-• • "' C.T. 90-14 I• 321-2M _ _jL.: C.M.W.D.90-506 JOB #S00116 12£-T ,Al ,J I t-.lt., l,--1.-1.,.1, pc~ e+l,::, 1 ;J B~ . _I \ i=;,1 c:+J.tiH 1_JNI(. r:=)21-lCF-1-, "Ti• VIH,\ ... H~ ~H f~ f 0[.,JjJ ~ I 11 0-b .I,~ .. I. ·. I 11 : I ' 11 ' I • • . ' . ' • • • • • • • • . I I I I \ \ \ I --- I ---1\ I \ \ I I . PLAN 3 LOT 4 PLAN 1 LOT 5 PLAN 1R LOT 6 SALES' OFFICI:: PLAN 2 LOT 7 C 12-1::-f~ f2-1?' <;i-, UT J...--I~ ) B->'1~1 J,::., pe-f<'.r M6-f~~ ~l,. / APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS I ' ' . \ . \ . ' LIGHTING NOTE: FINISH SCHEDULE SEE SITE PRODUCTION PLANS FOR SITE LIGHTING SITE PRODUCTION 36"' W.I. TRAP FENCE W/ WOOD POSTS 5t.5n W.I. PRODUCTION FENCE 5' .5t• SLUMPBLOCK WALL PLAN 3 FRONT PAVING REAR PAVING FRONT STOOP PAVING PLAN 1 FRONT STOOP PAVING FRONT PAVING REAR PAVING PLAN ZR FRONT STOOP PAVING FRONT PAVING REAR PAVING PLAN 2 y,J / J.' 171 Pbo!-,1.6{_, 012-117 ~µb FRONT PAVING REAR PAVING FRONT STOOP PAVING ';/j.Tl: 1N11.&.. -.....;1NffR Of WURi<'. LAYOUT NOTES 1 SA LES Off/CE FRONT PAVING I Contractor shall verify all dimensions in the field and adjust as necessary while maintaining the design concept. Paving Contractor shall coordinate with Drainage Contractor, Irrigation Contractor and Electrician to ensure all sleevings and crossings are provided prior to placing of paving, concrete, etc. Verify with Project Soils Engineer the need for reinforcing, base materials, presaturation, etc., for walks, paving areas, footings, etc. Place expansion joints in walks not to exceed 16' o.c. Score all concrete paving as shown. EJ : EXPANSION JOINT SJ : SCORE JOINT i; 1 -c} vJf%'.::>UGt-tf iFGN ~a-J <".'1 n,, ,._poi:,' ¥ ,ti,, "' COLOR/FINISH • e.-r £'.?1;.Ji--1-etz, • " • " • " COLOR/FINISH : f..l,,.-nJit-4 uwie-r1r-,,,,J v1 e-f2-?l? H F I ,J I <,'-j iJ/ '"''1~H i!>"-tJ r;:>s • 1---tt>NF2,,>l. C:::OLoi'-FEP'fl-17/>l-lT F -I, • /'"1r-> UMe,12-IP-i-Jo12e,.._ 11--1 f"SH~ f'Pj°TW r" ~~ I f--/'Tl',.f'.-iof'- CQLQR/flNtSH • 'aP-H B P5 f"I.J>,,-l I sT~f' • ~J ~J>L_ l<?loft-<:7ie-av! fl J~i., kl I 'S:>'1~ "::>"-tJif, • ~IJa-1? S.C1'H!l~ i'!>Uff u,~ W "¥1-li? fl H1-sH ,I S~G-UT J Olt-li'S COLOR/FINISH • ~TL.J.llA. ~r,.. e,~ fl\-1191 1,..y' "5t1=fti M-1 ~ • µ,,,,TlJiZ,"L, ~ .-;14--l t7 A 1-1 ~ H 1,j SHX'Tl1 !'!,0-H <:> a Plk-. ~i;;;_ • Hl5 C,i.plj:2, 11..""i:Z.:' To MPT.:::.H I ~O!'- • i-Jf>T u ~L.., wi.,,Jl-~i-"f-l?Alr f'\14 • '-"1/ '5p-t,.j4JT Jot \.-fr; f>S '5r1"'L..i iJ NORTH SCALE: 1" = 10'-o" , .. JA lf C.T. 90-14 C.M.W.D.90-506 JOB #500116 '1 / ..r l'---,<"c• ,?,::'__:. C""'E::.1-<'. ;, _f ::., .• ,,,. /'. 4 ; ' -... '"'~ . --,-.-~.o--- ,,,-., / '-I e: /J ' •" ' r---·------ I I I ' I ;- ,, I I 'I :1 ,j I ,".'.":=-~: , ,, ,,·:!'./)-' ~ ' t: r,,,,,'.>. ··-· f ·--· _,..., ., 1 ,.,,.1-""'c-' .·-.:. ~- ,.-,;.. ,. 1;:·~;..~,._ .. b/ __ ;.,i,-• c ... ' / I -T~. ••' ' ' ' ' ' / --...-.,.. l A A .. :--:-"'c::%-_l ::-' .. ..---. /;, ,,,_. p h ~-I _ .. ,. _tic.:~ i , • I I · l•,l.L., V.:J.:t_:; 1,::;:; l,'6 "?"f0 Q;;iJ11'· fl~ · r--, v ·1P. rv;;:_ 1r~i2-f-.. .,.._::: ,-e :.A -.r--', / ..,.,- -PAI f-tT PBJZ-fl Nl01-j "a-tjEc';t7JI....J?, I I I . 1, . ' f ' ' I ' .Y i r ~ ... _ Ft-k::> A"t'-'" -~.::; : ~1 ?:lZ I ,,k< ' ' ' ' V· i ~/ ;;.? ..... ~ • • ~ p.:.i~-· ·_ ::.--· ~ ::;. j r~ ~ ;cX? · ; ~-{.~-t".···: -;..:·,;'-r~----. -'1 _,. ~;, V'I/ T -=:1 w,.£"---(,,>"'_ ~ , -------~ I T [_-:JC][, Dfl./Jr:J ; FC)RSUM/SUMi'v1ERS & PARTNERS, INC. ;llli-$(:1\·,] lil~,11\\,Al llA~Al$INI (.'\llf<J.::;-.;1.'\'!/t-,."/ 1,'1.:\i·1')t,hlll L/\NlJ',U\PI /\R(HI llCI S, ASL.A .,,,_____--~rSToUe ~T /----J>t?OaJ),t,l c..l ·-. " ·-·-~,-"E-.-_3~-. -------- G ·. ;1NnP )~ w'ORI<. I I L 0 (.) • /} JI-+.==-----0TiJ@ 0~ r~ E: L- vJ ltl+l~ ~' 0U~u,..l1;?. "ffUUC' pw., f' I iJ I~ 0c::y ~t;?J L,~, =---Ii'."' 1')( tt/ (&~-~ loc.k- i;;...Tu.{u., ov ~r t1P-""" f1J1'b11 ~~t?JL-e- 6 • APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 I/)' 0~, Wf MODEL SITE . " ') A 'F L-4 14 ALDEA @ AVIARA AVIARA P.A. 16 =---,9:0NShR~_~TION DETAl~S_ == ,. . ~ ~;;:2#1 7 ~ fl.-::z 1-93 AS(i)S&NT P,lANNING o~c TOR A 'l I I', :N"-,;<, ,.... I .::~ :-. C.T. 90-14 ~~321-2M I-----~----------,. ----~------------~---....l...-------4---------===== C.M.W.D.90-506 JOB #500116 i I I I t .. ;-! ~✓J-~1;:, G-p,t,-,:>e.- / r-'t .t:--nn -r-izo....-✓f'...L...-~;; --id rh:.,..,:) ~ D \J H-Sf-2L a_,_,.. u i2 re_,, .C;6.J7 LY? e.-f?,;;...r:::r_:; /4 '1 V i ---IA ' i ;L-L -r?b;-___J a I~ d 0 r--,a::::r 1--j _ ,., o 0 11 ~c.., ~ 1,-,.s. -,::;:-, r-1 b ~ pe--F -::;; ,:..f+E: ;::;i _ __t L-£ . ----bt:_et7~?f'C-.....IO:Hf'-~/ .?.t>-01~1.::> ,::,:--/Y=~ I/ ~AS :::c &LI I , I'":::;;> ,-,-~W c.vT J 01 !-IT'S [Al H ~ /-lo WV c:j.J f l,c,,i-1 ~~~□4·-· •. • -ill~ ... --. --"'! ~.::."J::::; c-s Y. ,.,,.. r ~ -. --., ,. --. \., ;....:· -~,-, ·-lfT1~F.,..,,..: r:1 -__ 1,T~' 1' '• . ·' --~ -·--~/11: .. -;'r --:•:' "2":"': , ':' . ,... _--,-~:: \! j ft?Lysr~E-J ~ ~ Cr'!'" CV~ o/ef ~" ....:::.._ .b6FHPi:f cp;f(.)f1.p,.-w,? FIUJt-1;::,<f,t>a-l"" .... 10µ 0<¥?tJ F-eMNf'.... .:;.AF * P'ffl:i J'z,"i?E:tf Joi i-lT~ ~ l'J I f..l ,.;/ "" (,o -':> I (; I~ SA /..Ii/ · ~ T" t-'~~ r ,A'---1 ~ "-I *'? ~ " ;t,<t'' t' .c.. !=A, vJt>-'-( -+----~l.;.. i-1P~IP\.., 1../t'I" !Zf"--t.2UI~ ---Cfo'r~r-1 f~ -::Si.Je:> ~FP'~ ® -~~r~lli F=Yl~b NOTE: PAVING THICKNESS, REINFORCING, AND BASE .INFORMATION PROVIDED BY: GEOTECHNICS INC. (619)536-1000 V1·./ -' r-:--CN'-t=:: IJ--. E:,c~Tct<H V; C.·s --rt:. ~ N ~ REL) C£L_;l_,A-f<. c:AP RC I ) ,~CV/'t-' 1R IM '-----,::.1.1 r<E:., 1/1~'>1~Krt f(CL, -S:V"K. '<AIL ll'u-:..rL v.c.-rci<tsl RFC) . -r:-1...-r'K iAL-1N.cr- l-'Aj Tr E: , _: Cct c<---n ~ HT A_,<4 1 "0✓ ?WPfL . Fe~, r~ 0 -C" ./ ./ '.-.1A it. .:.:::, f-/'-_ I f-,i 6.j ·;,.f k,=r: . ~· ,c-<:f lC1 _: 1'-~ , A t·, A · I V ! VI ~-~ "- • --•••• "" "••••--•••~-••'•"''" m,T.~•,••• ••-• --_, ·--,-··•~"-~-.. -- ';:;,_ "l-.•fK'.U1:'f ~,ATC·.:... "'Tc;;, . C:: ~+ w Zy.q r::-~,, t,-,i C(.:;; t I V" ~~> r .V"-L. ~•· -· E W ;i;, H GAvY A"l..i __.c: f-j ~1 Lt r.:-,._ t -"' tt-F L;,tc H • iJ"'.t {~f'•L\/ If. N N.AI L'?. • TC t· r Cr+·--E-& P-.:-~·f:7 " .,:_,.-_1 -+'> P·::'. UC:: f PL U IV\ e::, f-71( LJ C. • if OhiN81'2 ~LU:f<;> io W\lf--· f~~ fl--irJfU7i ~ei;,17t11r ~. PDL¼l..P-4a-flf? f012 'f"f.V ap,A~ ~---~-~~-~~~ '1:-/'4 ·~.. I ..... ,:,I' I ~ • I I I[ Zi = ~ ~ I -~ [ 1-===----~'>''4 ~)'1', ~t.,-1 t?c.Af' ....._..,__ . -/eF'f1cp,L, ~~!t &Pf reF ~'1U2P-L ta.t: .. i ~-f =& I f-l 171c.&>TE=t; frf!'F-c:1,(, :,.,,, c,t,-T! ~ OF e"-HEf? ~0' ,0-1~/a-fl.ov.l ~ ~Hvl.£ - ~ To ei-+"1.s plPI--!-=.. , r I H : ? fTT_;:.V ...? p;t,.,i;e. fp-J:? i"' 1~1 ~ * ·. J t--,:£1'-L.-~ ~ \,"-I ~ P"~C - .,-11)i'..U,::..""1J,Z,,--v ~tNE:--ElZ- ;-. I P.t=t? -t d' \--1<-------HH, . -.,. l i I -' fr 1;·. '.;___L ':i··:~~; -~ f t-bff-:. W.b-w J.-18-llff-n' ~)lt-"lL)'J.'..-1..,,N M , _: ) ;.\\ ~LL-e,:e:: r4vc ... L-i1LW f12v)"'1 f1Nr'..c>H 't._,i; .. ·.... ~ • lJ.~co-~~ Of Hl?jf1E.\,,1 ?PO. -.--c,~c,1/·(~~I ;:l~/ \~· -------'1oo/Q uHf~ ,s.u.~f2,,o.l?G ---. -----· -, .... , .... ~t•; it,/~~:>~~~;~~ fJt-'c. fP'~ tf-fP~---rtr?'·! I i , , I I : ~-• -• ~-· L;.)~)~ --+•-: __ :)-J ··+----+-·-· -~,-,-~-· -· . . : ~ ./'-, le, /z_. -" <-" I I I I _____ , ____ ,, ____ ,, __ .... --,., ·----- I . -... , ··- - _·..:_= .. /;i.. i ..-,;:,.:. vi;;';, fnJ.;. v;:;., ? ;,.:, a?. t ri_.l-/1 rJf r f!...:~ t.;.,,<-· • ~r~ -f✓/1.-.;,· L-,, ✓, "' : ,. .. -· I I ' • . ~ < / I I i -. .. I ·-a· ------..J_.,., -I~.~·· f C--i.;,.,_i. 'P-:f-p::.: I I / ' 1::.. . Jy . ~,..,;; f 1 · f";"...-fP ~ 1 F :..- r I ,;: i .i~-------;;p -x vt::.l~t ........ /-: ..,_.,~ &11 t?.v. ykl ,,,~ f fP"'--':2.-r ' _____ ,,,,,,.,.,,,-------~ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS • l '. i ~ i " I[ I • ;( [/'. ,, ',-,-· ,/ ,e,:;. ? I .. I I ·-' . ~ . r , -,-·' £~ ..-1-, . ,, Y,-. j tc'-/ I ,_ ,:,._..- • 7L-5 ALDEA @ AVIARA AVIARA P.A. 16 CONSTRUCTION DETAILS '::::_; .~ . ,-/ ., /!M. -,/JJl,UI 7 ~ ,", ', ·,,,, r~~ -\NN1~..j1 , !II ,'f ( ;/,r. 14 __ ·_•_·_· ~-------------· _·'_· -'-----_____..,__ _____ c_.T_._9_0_-1_4_ ~-32_1-~~:=J C.M.W.D.9O-5O6 JOB #500116 I ! • '-----, \~ __ TJ:111:I:l , I ~j j ' j I Jl ... L .• I i ! -r ' -------------- 1 I ! I /_;J I 0 J)----b➔ Q'.,__j -" Cl . '@-;-·---- 1 ,j J I I I i ·1 ... , . I I l I I I I I --~-----,., \ ~-_I L_, J.-'--- ' I I I 71~ _..t,_/-~"'I [T~:1i:1··: :! , I I I I ' ,TT1:_ ' ' ' ' -+ -- ------4,-4-I i>S-~ ( f f;p, .,c~P+-4 (pl.,.,.. rl ._J' ~ .t I?~ _j ----t--- \ -.\- (""JC][\ □§!"JD) \.._it ' i,, --__ )-' --t· ---- 1 ------l J ' ,,, ~ t ' .,... () ,:; ' I I -----11" I 1. ~ c:L _.. .,_; .,..2-2., ::::°'£'rz-.,[:-,. .. ,_, 1:>--___vr:) v-- ----"'""--"'-?v\.--' h, ,;s. -'Si.,DT -0, :Jv' ~c o~ ~. "'::ii re. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS -...__ I • , ' I --------' ------C I ~ I __ ,, c,-->---j '--' 21 I ··-+--·· ..... ..,_. -.... --------------------------·r------ -------+--- --------+------ - -! ---·--· --· ···--·--·-----·· ___ ,,_,,__ t -,., -----·-·---. ______ ,,, ,, ___ , ___ -·--·· ------··· .:. -------------···-··-..-·-· .• , • ...j.._ __ . ·-·- ------···· ... RCE ___ fXP DATE REVIEWEC BY INSPECTOR DATE ; sHr:li'_] [_ CIT_ Y OF ·c:ARLSBAD] 1-sH"i:"i':rs_l • L:-l> L __ FNG,NcF_R1_'-lc;__rJt:PART'IAENT __ L 14 _ ALDEA @ AVIARA AVIARA P.A. 16 CONSTRUCTION DETAILS ---,,----,---.. -,-,➔-----------+----+-------+----I ::====+======='--=======:: FC)RSU,'v\/SU/\-1MERS & PARTNERS, INC. ----l------+---------------.. ______ ,, __ -· ,.,____ I APPRO~Q: . I _-_--_-_---_--_-_·_····_···_·--=---·--_-_··============~====~====~===~I ASSIST T ~LANNING.DIRECTOR -;;l~t; O~TE INITIAL DATE INl17AL DATE INITIAL 'OWN BY---"·7 r· ' / _ . , , ·1rR~WING N0.1 c.'.__ __ ___:_'.A.:::N::_l.:.::)o=CA=P=[=i\=-R(_---l-liT-t(_:_,T __ o __ ,_\S_L,_\---=====JL'--"_Gl_N_rr_R_o_,_w_OR_<J..... ___ R_E_V1_s_:_o_N_D_Es_c_R_1_P_T1_o_N ___ ,_1._0111_rn_w_P_R_ov_AL__,__a_TY_Af'_P_R_ov_AL_,__!~_~_K_D_:_~_:=~~--.....:1l,:....._c_ . ..:T:..:._;.:..9_;0~::-::14::::;::::..:i::3::2::::1-::2::M:::::..J: C.M.W.D.90-506 JOB #500116 I. CONSTRUCTION NOTES • I. GENERAL A. Contractual Relationship In the performance or this contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs and charges arising out of, or in connection with contractors, employees, or its· agents negligence, omissions, or errors. B-Error:s or Conflicts If any errors or conflicts are discovered in the plans or notes, the-y shall be interpreted so as tC"> accomplish the real purpose of those plans and notes. c. Additions, Deviation and Alterations 11. No deviation .or alterations from the plans and specifications will be permitted unless authorized by the Owner, or the Landscape Atchitect. Should deviation from plans and notes become necessary due to conflicting site conditions. Owner and Landscape Architect shall approve in advance any such deviation_ No additional work will be authorized without the express written authOr'Ltation frorn the Owner. o. lnt.upretation The contractor shall comply with the obvious intent and meaning of these plans and specifications which shall be construed to include all labor', material, equipment and tools necessary to complete the work specified herein In a workmanlike manner in strict accordance with plans and notes. Should any questions arise as to the intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Ar'chitect whose decision thereon shall be final. E. Observation and Reiection of Materials and Workman$hiP All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid 1or or not. At any and all tirnes during the per'tormance or this contract, Contractor shall make available for observation, test and appr'oval, rnaterlals and workmanship, Failure o1 such observers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final obser"vation. Contractor sh.all pr'omptly replace any and all material, equipment and workmanship which does not conform to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. F. SamRIUI: When so required by the Owner or Landscape Architect, Contractor shall submit tor approval samples ot the various materials, and specity tinish thereon. G. Local Code:a All construction shall conform to all local building codes and ordinances. It is Contractors responsibility to verify all codes prior' to commencing work. Contractor shall be responsible 1or verifying the location of all underground utilitie'!I, electric cables, conduits, sprinkler lines and all utilities lines prior to any construction. '-R~mPYII of Debris and Clean-UP Contractor :!thall thoroughly clean and keep free of debris end waste material entire construction area to the satisfaction o1 the Owner. J. General The general conditions and any special conditions that Owner may require shall apply with the same force and effect as though written in full herein tor all construction sections, Site Excavation And Bouah Grading , . Provide all labor, materials, tool, eq,uipment, transportation and necessary incidentals for the completion of all clearing, stripping, e'll:cavating, backfilling, grading and related work as shown on the drawings including but not limited to the following: A. Protection of all curbs, w,lllks, walls, structures and other existing work which Is to remain. B. Clearing and stripping site of brush, debris and other foreign materials as outlined In the drawings. C. Excavation for all foundations and footing to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose rnaterial shall be removed therefrom. D. Subgrades shall be water"ed and compacted to a relative compaction of 95%_ E. Subgrades under' all paving shall be true to grade and cross section, hard, uniform and smooth prior to placement of base material. F. Backfilling o1 all ex.cavation9 and trenche9 after' placement of 1oundations, walls, walks, utilities, etc., as outlined on the drawings, Compaction of backfill shall be in acceptance with Engineers specifications. G. Grading of all areas indicated in the drawings including bringing existing grades to within 1110 toot plus or minus. final design grades as indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and send shall be as outlined on the drawings or as approved by Landscape Architect. I. Clean up and removal of all debris and surplus material and remove trom site. DRAINAGE A. Scope or Work -Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings including but not limi1ed to the following: 1. Materlals A. Acrylonitrlle Butalene-Styrene (ABS) Schedule 40 drain pipe, perforated or non-pet1orated in diameters shown on the drawings. IV. B _ Basins and drains~ high Impact pl11stic Styrene drain basins catch basins with grates, high Impact plastic Styrene deck drain• 'and/or precast concret! drain box and catch basins and ea~t iron grate in diameters and sizes shown on the drawings. Stainless steel or brass deck drains in hardscepe as shown on the drawings. , C. Fittings -snap couplings, snap tees, ells, Y and receiver couplings B!!I necessary to connect ell pipe, drains and fittings as shown on the drawings. 2. Irenchioa end laving pipe A. Trenches to pitch a minimum of 1/8'" per foot unless otherwise Indicated on the drawings. Contractor to -verify all Invert elevations and trench depth prior to excavation. B. Bottom of trench shall be smooth and continuous to flow direcHon. A hollow shall be made to rec~ive bell of pipe •o that the Joint wilt not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or tilling In with backfill under the base of the pipe and not by wedging or blocking. C. Trench material shall be used for backfill. however, no rocks or lu'."ps shall be used. Welded Joints shall be given at least 15 minutes setup before handling/ Above the level of initial backfill the trench may be backfilled wllh trench material. • D. Compaction -compaction by tamping shall not be done in layers exceeding eight inches In loose depth with each layer thor"oughly compacted between. 3. Clean-Uc and testing A. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and water tightness- B. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. C • Upon completion of work, remove debris, tools, and surplus material from site. CONCRETE 1 _ Scope of work -Provide all labor, materials, tools, equipment transportation and necessary incidentals tor the completion or all concrete 1latwork as showri on the drawings Including but not limited to the following; 1. Materials 3 A Cement -standard Portland Cement, per designation C-150 of the ASTM Type II, Ill, or V, low alkali, single brand throughout. Refer to Soils Engineer5 Report for recommendations. B. Aggregate • ASTM Specification'!! C-33 314 maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand well graded conforming to ASTM C-144. C. Water -Water used shall be of potable quality. D. Steel -Aeinforcing steel tor decks and walks to be intermediate grade per'tormed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-496, sl.te as shown on drawings. E. Expansion Joints • Asphalt impregnated felL Polytelt Ethafoam as indicated on the drawings F _ Control Joints T 'White Cap• PVC control joints. 'Crete Joint' control joint or hand tooled score joints 1l4"' deep minimum as indicated on the drawings_ G. Construction Joints -Bull type, butt type with dowels Screed key joint as indicated on the drawings. H Joint Sealant -Two part polysulfide sealant as manufactured by Thiokol, Class AS, self leveling or multi-part polyurethane construction sealant by L.M. Scofield in matching color. I. Curing Mater"ial ~ Hunts process M07C_ 'Lithochrome· color wax for' color conditioned concrete by L.M. Scofield in matching color ot concrete as indicated on the dr"awings. J_ Color Conditioned Concrete -"Chromix' admixtures for integral color"ed concrete by LM. Sco1leld Company. L. Dust-On Color -'Lithochrome· color hardener by L.M. Scofield Company. M. Surface Retardant -·u1hotex· top surface retarder as manufactured by L.M. Scofield Co. or 'Sika' surhu:e retarder, r'Ugesol as manufactured by Sika Corporation. Subgrede A. Grade all subgrades to a uniform depth and compaction. Moisten all subgrades prior to pouring of concrete. 8. Cut all footings in undisturbed Or' compacted soil. C. Place sand or aggregate base as shown on the drawings and as specified by a soils engineer. Forms A. Use only finished lumber. Set all forms true to grade and position. B. Moisten all forms prior to pouring ot concrete or use approved form release agents. Expansion Joints A. Place expansion joints in concrete at Intersection of concrete and fixed structures, Le., gar"age, walls, base of steps, pool bond beam as indicated on drawings. B. Place control joint in concrete not to exceed a horizontal spacing of 8 feet on center each way, as indicated on drawings, C. Place construction j(")ints in concrete where casting of concrete is to be stopped and subsequent casting is to be started. Concrete A. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C-39. The stump shall not exceed 4". B. Concrete Mixing -All 1r"ansit mixed concrete shall be mixed and deliverod in accordance with the requirement of Standard Specifications tor ready mixed concrete ASTM C-94. V. 6, Concrete Elnlshlno A. Broom Finish -Tamp fresh concrete with heavy metal grid. Screed with 1traight edge to remove all irregularttles. Float to a smooth surface, steel trowel and edge 10 af' even hard surtace. Score a:t Indicated on the drawings. Use a new manila hemp bristle bro6m, brush markings on slabs in uniform fashion shown on the drawings. B. Rock salt flnl1h -Tamp lresh concrete with heavy metal grid. Screed wl1h straight edge to remove all irregularities. Float 10 a smooth surface, steel trowel and edge to an even hard surface. Score as Indicated on the drawings. Hand broadcast rock salt in even distribution and tamp In. Wash off concrete with enough pressure to dissolve rock salt after concrete has set. C. Pea Rock Retarded finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Apply surface retarder to finished surface 'LM. Scofield' prior to rnitial set per manufacturers recommendations using sprayer, providing even distribution. Reveal aggregate by using water jet and coarse fiber brushes to remove retarder paste frorn surface, washing 1horoughly until surface is clean and exposure is complete af'd uniform. 0. Hand Seeded Retarded Finish -Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. float to a smooth surface. Hand seed surface in unif·orm fashion over entire area keeping stone 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. Prior to initial set, apply retardant. Per manufacturers recommendations using sprayer, providing even dis1ribution, reveal aggregate by using water jet and coarse fiber brushes to remove retardant paste from surtace, washing thoroughly until surface is clean and exposure is complete. E. Stamped concrete -Tamp fresh concrete with heavy metal grid. Screed with straigh1 edge to remove all Irregularities. Float to a smooth surface_ Apply color hardener ·uthochrome· by L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 squar"e feet. Apply in 2 or more shakes and Float after each shake. Trowel only after final floating while concrete is still plastic, use Imprinting tools to make pattern as shown In drawings. Apply color curing compound 'Lithochrome· color wax by L.M. Scofield Company using roller or sprayer if 'Bomacron· type surtace is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Clean-Up A. Upon completion of work, remove all forms, debris material and tools trom site_ BRICK MASONRY A. Scope of work -Provide all labor, material, 1ools, equipment transportation and necessary incidentals for the completion of all brick masonr"y as shown on the drawings including but not limited to the following; 1 . 3. 4. 5. 6. 7. M@t@rlals A. Brick conforming to ASTM A-62 grade MW as shown on drawings. B. Cement -Standard Portland cement ASTM designation C-150, Type II, Ill or V low alkali single brand throughout. Refer to Soils Engineer's report for recommendations C. Sand -Clean, well gracled sand ASTM designation C-144 O. Water -Water used shall be of potable quality. E ~teel -reinforcing steel tor walls to be Grade 40 deformed bars, ASTM designation A-615. Wire reinfoOOO PSI at 28 days. F. Mortar • by volume, freshly prepared, uniformly mixed in ratio, 1 part cement, 1/2 part lime putty, 4 1/2 parts cement, 3 parts sand conforming to ASTM C-270. Omit lime putty is plastic cement is used. G. Grout -By volume, freshly prepared, uniformly mixed, 1 part cement, 3 parts sand Or' 1 part cement, 3 parts sand and 2 parts pee gravel. Laving 01 Brick Lay all masonry units straight and true to line with vertical joints, plumb over each other'. Horizontal joints shall be level. Headers and corner units shall show finished faces where exposed. Joints and bond pattern to be as shown on drawings. Reinforcing All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineers specifications for all steel specitications. Cuttino of Brick Use masonry saw for all cuts unless specified otherwise. Bricks cut shorter than 112 length shall not be used. GroutinA A. Grout core walls solid as shown in the drawings. B. Provide minimum of 2 112" grout space between double brick walls. Provide minimum of 3/4" between steel reinforcing and brick. Waterproofing Waterproof all retaining wall below finished grade with asphaltic emulsion or equal in 2 coats. Waterproof brick if so shown on the plans- Cleaning •nd Sealing A. Clean all brick work. Remove all mortar stains. Remove alkali with solution of muratic acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. B. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. A_ B. D. E. 6. 7. 8. 9 VI BLOCK MASONRY SGOP@ pf work Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonr"y as shown on the drawings including but not limited to the following. 1. Slump block units meeting Grade A, ASTM C-90, concrete block unit• Grade A, A$TM C-90. 2. Cement -Standard Portland cement ASTM designation C-150 Type I or 11. low alkali. 3. Sand • Clean well graded ASTM designation C-144. 4. Water -Water used shall be of potable quality. 5. Steel -Reinforced steel tor wall lo be Grade 40 deformed bars ASTM designation A-165. 6. Concrete • Class A. concrete minimum 2,000 PSI at 28 days. 7. Mortar· by volume, freshly prepared, uniformly mixed in ratio 1 part cement, 1/2 part lime putty , 4·1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used. 8. Grout -by volume freshly prepared, unitormly milted 1 part cement, 3 parts sand, 2 parts pea gravel. Laving 01 Masonry 1. Lay all masonry straigh1 and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show fini5hed faces where exposed. Joints and bond pattern to be as shown on the dr"awlngs. Reinforcing 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineers specifications tor all steel si2:es and locations. Cutting ot Masonry 1. No cutting of masonry units shall be allowed unless shown on the drawings_ Grouting of Masonr:v ~. Grout all cells with vertical steel solid as shown on the drawings. 2. Grout all cells below grade solid. 3. Pr'ovide minimum 314" between steel reinforcing and blocks. Weeoholes 1. Open joint weep holes at 32" o.c. maximum on bottom course of retaining walls with 1 cubic foot gravel if shown on drawings or approved drainage system per Structural En9ineers specifications. Expansion Joints 1. Provide vertical expansion joints in wall per local code and Structural Engineers specifications. Waterproofing 1. Waterpr'oor all retaining walls below gr"ade with asphalt emulsion. 2 coats. Cleaning 1. Clean all masonry work, remove all mortar stains. 2. Upon completion ot work, remove all mortar droppings, debris, materials and tools from ■lte. VIL CARPENTRY Scope of work ~ro_vide all labor, materials, 1ools, equipment. transportation and nec:essar'y 1nc1dentals tor completion of all car'pentry as shown on the drawings Including but not limited to the following: A_ Materials 1. 2. 3. 4. 5. 6. Wood • r'Ough sawn, resawn, surfaced 4 sides as shown on the drawings, ~traight, sound, free from mar'kS, pin head knots, spa pockets, sliver's, checks. Cons1ruction grade or better as shown on 1he drawings. Douglas Fir, Redwood, Western Red Cedar' or as shown on the drawings. Posts, plates and other at grade connections to be Redwood, Western Red Cedar or pr'essure treated Douglas Fir as shown on the drawings. Hardware -column bases -'Simpson Strong Tie' or equal. Post caps and strap ties· 'Simpson Strong Tie' or equal. Joist hangers an~ heavy angles -"Simpson Strong Tie" or equal. Screws, hinges, nails, bolts, washers. All hardware material to be galvanized. Stain and paint -as selected and shown on dr'awings. C(")ncrete -Class A minimum 2,000 PSI at 28 days. t .j. - - ,--+ - I +- +-.. -l-- + ' --~ t -· __ ,, __ ,,_,_, ____ _ B. Bouob C@mentcv 1. 2. 3. 4_ 5. Set all post1, beam1, rails and framing plumb and true to line as shown on the drawings. Co~nections .. make all connection$ •s shown on the drawings. Splice lumber al posts only. Utilize all nail and/or boll holes for all hardware. Ease all top edges of exposed lumber for bench tops, low walls etc., where surface contact is provided. Po_st_ base • •• set post column base as shown on drawings, providing mm,mum 1 clear all sides from finished post pace 10 top of paving. Countersink nllils and bolts In all locations where surface contact Is provided, I.e .. bench top. etc. c. Painting and Stein 1. 2 3. 4. 5. ~ill all seams and cracks with Latex caulk and/or wood dough to insure an even surface. Sand smooth ■II expo-■urt■cff If "Jlecified as 545. Prime all painted surface■ with one coat primer. Paint with minimum two finish coats tor painted surfaces. Stain with minimum two finish coats for stain surfaces. o. Protection and Cleanup 1. Protect all existing work 1rom paint overspray. Upon completion ot work, remove all scr"ap wood, debris, materials and tools from site. VIII Metal Work Scope ot Work ~r~~ide .all labor, materials, tools, equipment, transportation and nec•ssay inci _en_tals for completion of all metal work as shown on the drawings including b t not llm1ted to the 1ollowing: u A. Materials 1. Steel tubing in sizes shown on the drawings ASTM designation 500 andt~r hand forged, cold rolled wrought iron in sizes as shown on the draw,ngs. 2. Hardware duty. • hinges, latches, bolts, washers, :!lcrews, etc. to be heavy 3. ~oncrete : Class A concrete minimum 2,000 PSI at 28 days Por-Rock as shown on the drawings. and/or 4. ~aint ~ ~in~ Chromat~ ~rimer, 'Rustoleum· finish surface coats or equal. Metallz1ng or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation 1 • Contractor shaU make all measuremen1s for fabrication in field prior 1o star"ting work_ 2. Horiz_ontal bars.to taper with grade or step with grade 85 shown on the d·rawings. Vertical bars to be plumb. C. Welding D. E 1 • Welding lo comply with the requ;rements of standard code tor ARC and Ga5 welding. 2 _ Weld to only clean, rust free surface. 3. All welds to be continuous and free ot cracks craters and porosity. Tack welds not acceptable. ' 4_ Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open ends and lops and weld. Painting 1 -Prime all metal wOr'k with one coat Zinc Chromate primer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi gloss or flat as shown on the drawings. Paint to be 4 mils minimum dry thickness each. 3 -Pr'ime and paint per above, all field welds. Protection and Cleanup 1. Protect all e)(isting WOr'k from paint overspray. 2. Obtain Fire permit where required for on site welding. J_ Upon completion of work, remove all scrap iron, debris, materials and tools 1rom site. MODEL SITE BUil T" EXP. REVIEWED BY INSPECTOR DATE ---- DATE I--• - -·~ ....._ ,. --··-., r Sr<ft 1 L-7 ; ~ CJ~rGINgrN~~~~~~~AD ~ ~ ····-.J.._,_ t ----+-.. --·· --t---. ----- ~----- j + --·-I ALDEA @ AVIARA AVIA~A P.A. 16 CONSTRUCTION NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS .. ----------+-----+-·---+----+ ---' □eci□D --t--. . -_ :·~-~:=~:_·-~----------=--=--=--=--=:.-=--=--=-~~-:=--=--=--=-~==--=::::===::::. APPR0~~<;~11 (/,, ,, ___ ._9_:?-_1-r: -~'3TI_____jl FORSUM/SUMMERS & PARTNERS, INC. L + -........ ·-·-----·-+-----1---I-----,---i ~~NG DIRECTOR ---" - \4111::\(0ASTHICHWAY [).A,',1,..,1-'()IN( (ALIH~NIA'!lhl'! 171'1)4%-+,l!I C}A,-T[-+ INiTlAl+----------·-------·0--J'E--+-u-lTl-----+---+----IDWN BY -~-~ --~ r ]! -·•MNG NO. LANDSCAP!: ARCHITECTS, ASLA I _ ____1 --.:i • ___ ._ ~ •. '~ AL _D_•TE _ '"'~-TlAL 1· CHKD BY_ L====================~= 1"=(aN:CT:R=Of=W=~-"..1.... I ___ R_E_v_1s_1_o_N_D_E_s_c_R_1_P_T_1 o_N ____ J...o_TH_Ell_APf'_Ro_v_..c...1,_a_n_AP_P_Ro_v_AL..,l.::· R::'JWD=~B::Y::-~·~--~-:~===---C--_T_. _9_0..:-::1::4::::=~ 1:==3=2=1=2=M=:..I . -'I C.M.W.D.90-506 JOB #500116 . SEE SITE PRODUCTION PLANS SHEET L-23 CT -90-14 DWG #322-3L • CT-90-14 DWG #322-3L • • • • • • • • • • • • \ tz \ I • . , .. \ '\ \: \ \ . . I\ . " \ '-v, ~ ~~~~~<"·. \ 1' /1/1, • Ill/, . . .-----: TECT EXISTING · . . SLOPE IRRIGATION IN PLACE -~7 ,.____ __ SEE SITE PRODUCTION PLANS SHEET L-23 CT -90-14 DWG #322-3l .. 1 ... . . o~D i POINT OF CONNECTION TO WATER METER "A" LOCATED AT STATION . 5+10 ON PINTAIL COURT. P.O.C. CONSISTS OF 1 1/2" WATER METER BOOSTER PUMP, BACKFLOW DEVICE, MASTER VALVE, FLOW METER AND CONTROLLER INSTALLED PER ALDEA SITE PRODUCTION PACKAGE• BY FORSUM/ SUMMERS AND PARTNERS. · . CONNECT REAR YARD VALVES TO HOSE BIBB. INSTALL MAINLINE WITH GATE VALVE SHUT OFF -1" SIZE . * 1¥:J-e::Ji L-T5 f'PE:PAFeD Bf ~1 'if:JCAfe:21, Ae5::t"fW MAW, ·1/.J:::. ,,___ SHADED AREA REPRESENTS A PART OF PERMENANT SITE PRODUCTION. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS ' <'" $°) CONTRACTOR SHALL PROTECT IN PLACE ALL ROTOR SYSTEM$ AT THE TIME ... ,_,. --:,.:,1 ~~ OF MODEL BUILD OUT AND ADD, PER THE SITE PRODUCTION PLANS THE ADDITIONAL HEADS AND SYSTEMS TO ACHEIVE THE FINAL HEAD CONFIGURATION . NOT : IRRIGATION HAR S t • • ' () , •~r,~,. "' ..... , . .. J' / A .. L-8 SCALE: 1"::,: 10'-0" 10 20 30 40 MODEL SITE . , . . , ~-~ 41--t~! CITY OF CARLSl3/\D SHE.FT,,· 'NGINlr~''-. '! ;·;P'°'[~1 14 ALDEA @ AVIARA AVIARA P.A. 16 IRRIGATION PLAN =====~ AP>'R-?~ >ll tJ ?f-93 ... RSUM/SUMMERS & PARTNERS, INC. . Assis¼~~' 7'ANN1NG 01REc~ C,A n: t + ·~W'f\J R" JI ,.o.i1~c Nol, • .. ~ --\<lllcl(1)ASl Hl(IIIVVAV l>ANAl'()l"JT 1AL..l~JR"'IA'lll,2'1 (714Jti9(,-1,111 (),t, ~ INI TI Al Q,&, TI; INI nAl r D • • DATE NITIAL ' MODEL· RETAINING WALL SEE GRADING DWG 322-3A -c,N("R o, ~OR" ,LR-~wo~' ;'. •y ~ C.T. 9 0-14 _ __J, ~3? __ 1-2M ,·• • < " e Rf Vl'"JUN jf '.:,U-!IPT,Or•, CHY APPROVA( , C • ~ . l...:::::=====----=---=========-::======::'...JL.. ___ __._ _____________ _._ ____ ..._ _____________________ _ LANDSCAPE ARCHITECTS. ASLA f " OTH[R APPROVAi C.M. W.D.90-506 JOB #500116 • • ~ FINISH GRADE , --POP UP BODY DURA TRJ>Ll; SWNG JOl'lT MODEL 005-9 04 W 1? LAY LENGTH SCH 40 fff !EL _j ~---PVC LATERAL LINE POP-UP SHRUB SPRAY SI lf1IJB sr11A Y / 4'MIN. ---~---rvc SCI 140 NlrrLE l)U!l/\ lllll'LE SWtK, .IOtl ~>DEL 005-9 04 W /12 LIIV l(N(;fll ---1---~~i ~ .l[ " ,--.. -. rV<c LAlFn/\L LN' _____ , -~H 40 lEE,EL SIIRUB SPRAY STREET SURFACE --- .. • rs~~AffitR";;'Yt!:/ftr DRAWINGS)7 ~-5 FEET ~ . ~ 12" MINIMUM REQUIRED VERT/CLE SEPARATION+ RECLAIMED WATER IRRIGATION MAINL!NE~-""-~---SLEEVE NOTE: ALL RECLAIM!DWATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" -CARLSBAD RECLAMATICN HULES AND REGULATIONS FOR CCNSTRUCnON CF RECLAIMED WATER MAINS" JUNE: 1991 POTABLE MAINLINE CROSSING • ANTI-SIPHON VALVE AND AUTOMATIC ACTUATOR. • z ::; PVC 80 NIPPLE • PVC 80 ELL "' PVCSCH80 MALE ADAPTER PVC MAINLINE ANT~-SIPHON VAL VE c,.. NIPPLE ____ _...,.. COUPLING--..... NIPPLE ELL 1 CU FT. CONC.~-----i-Q· • BRASS QUICK COUPLER VALVE. PVC MAINLINE PVC SCH 80 MALE ADAPTEFI QUICK COUPLER VAL VE INST ALL 2" ABOVE SHRUB BED GRADE-AT GRADE IN LAWN. RDWD.2 X4 (2 REO"O) PVC$CH80 MALE ADAPT£R BALL VALVE VAL VE BOX WITH LID (MAR ED "VALVE") z ;i ID ~ BALL VALVE z ::; VAi VI 1\1 •~ Wllll l 11) (M!\IH-'.1 () ··1111l11tAlh')N··) N - INS l l\l I 2· AIJOVE SHRlJFl RF O Gf11\DE: -AT GRADE /·AWN \I I RDWO 2X4 !2-AEQ'DI PVC SCH 40 MALE ADAPTER 1CU. FT. PEA GRAVEL PVC SCH 80 TEE PVC MAIN LINE REMOTE CONTROL VAL VE PRESSURE SOE SCH 80 NON PRESSUlE SOE SCH 40 AUTOMATIC CONTROLLER 120 VOLT CONDUIT Ill(--24 VOLT WIRING FINISH FLOOR PVC SWEEP ELL PVC SLEEVE WALL MOUNT CONTROLLER APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS Je_r:i~D : FORSUM/SUMMERS & PARTNERS. INC. OATT + -, T ' -+ t + f ·t I I I t ! + ------ + INITIAL + L\<1II1'\t<)A",l !ll(,l·WAY llANA.l":)INI (Alll(Jf.!:NIA•Ui;,)'I '7I4\•1%-t,lll LANDSCAPE ARCHITECTS. ASLA o.,,GINHR OF WORK -. . -··--L... IRRIGATION LEGEND SVM MANUFACTURER DESCRIPTION PATTERN RAD GPM I TDPiO 5700-A:.>(NOZ.4':>) ROT"Cf', ADJ 41' ~5 ◊V9 RAINBIRD 1806sam 15 SER LAWN POP·UP F,H,Q 12' 3,1.5,.75 " RAINBIRD 1806sam 15 VAN LAWN POP-UP ADJ. 12' .38 · 2.25 .. ,. RAINBIRO 1806sam 10 SER LAWN POP-UP F.H.T,Q 12' 1.3,.65,.43,.33 +vv RAINBIRD PA·8S 15 SER SHRUB SPRAY F.H,Q 12' 3, 1.5,.75 y RAINBIRD PA·8S 15 VAN SHRUB SPRAY ADJ. 12' .38-2.25 0.060 RAINBIRO PA-8S 10 SER SHRUB SPRAY F,H,T.Q 8' 1.3,.65,.43,.33 w RAINBIRD PA-8S 15 EST SHRUB SPRAY STRIP 4'X14' .5 0 RAINBIRD PA.SS 15 CST SHRUB SPRAY STRIP 4'X28' 1.0 CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. H INDICATES POP-UP BODY (RAINBIRD 1806sam USE BOTTOM INLEn IRRIGATION CONTROLLER· RICHDEL 446 PR 6 STATION HARDIE SERIES 7b0 AUTOMATIC VALVE· SIZE PER PLAN RICHDEL 713 APR AUTOMATIC SIPHON VALVE RAl~IQIRIJ 446G QUICI< COUPI.ER BRASS LINE SIZE BALL VALVE· HAMMOND OR EQUAL PVC CLASS 200 LATERAL LINE· MIN. 12" BURY 3/4" AND LARGER CLASS 315 2• AND LARGER· MIN. 18" BURY ~· MAINLINE SCH 40,1 112" AND SMALLER CLASS 315 2• AND LARGER · MIN. 18" BURY = = = PVC SCH 40 PIPE SLEEVE SIZES NOTED -··· -PVC SCH 40 WIRE SLEEVE SIZES NOTED E CONTROLLER STATION , GALLONS PER MINUTE VALVE SIZE I G 1 TORO 300-12 SER 05 NZ) . ,.. -0 ·· TORO 300-12 SER 05 NZ) --• -G TORO 300-12 SER 05 NZ) --+-0-TORO 300-12 SER-05 NZ) ~ GAU.ONSPEf\ MINVTE ~VAI----V"ESIZE STREAM ROTOR 90 · 1s·.30• STREAM ROTOR 112 16"-30" STREAM ROTOR 180 16'·30' STREAM ROTOR 360 16"·30' 1.36 2.04 2.72 5.43 ' PSI ~ 20 20 20 20 20 20 20 20 35 35 35 35 NOTE ALL LATERAL LINE AND MAINLINE PIPING SHALL BE ALERTLINE PIPE IN ALL OPEN COMMON AREAS. STANDARD PVC SHALL BE USED IN PRIVATE MODEL REAR YARDS .----SIDEWALK ..---METER BOX WIMETER CURB---. 1Z-MINIMUM 10' MINIMUM TO POTABLE MAINLINE INS RECLAIMED WATER..JRRJGJfflON MAINLINE W!SLEEVE --' NOTE: VERT/CL£ CLeARANCE OF IT MINIMUM IS MANDATORY WHEN CliOSS/NG PATH OF A,POTABLE WATER LJNE. INSTALLATTON OF RECL.AJMED WA1ER lf:/RlGATlCW MAJNLIN£ 2,• FROM FACt: OF SIDEWALK WILL PROVIDE 1HE NECESSARY ta· HORIZONTAL CLEARANCE FROM POTASI.E MAINI.INE IN THE STRt:£T. -•.. POTABLE.SEB.VJGE l!INE CROSSING I . I MODEL SITE RCE RfVl[Wf[J BY INSP[CTDR .. ··-·· '"' -- "AC ...) EXP - Tt> f-3U ; I . --. - DA TT DA IT , +-> a r t . CIT'( OF CARLSBAD ' -SHUTS 7 ' + + L-9 f"hJGlr-~F ~ RINC ~f-PART\.1fNT 14 ' + + ----··· + t ALDEA @ AVIARA + AVIARA P.A. 16 ---------+ -+-====:;z=;IBRJG===A=,;;,Jl~~ETA=IL=S====; AP''Ri"l-b:~/7:, Y.~ ~?-f-i.z_. t ' RE VISION DEscc;:,PT!cjN .. ~:~~--··1 INIT7Al OTHER APP~OVAf - + 0A ( IN1T1Al C:IT'Y APPROVAl 'ASSISTAVT PLANNING DIRECTOfl-' . UA Tl ·r--WN RY (___ ~ K ~-; ~ • RVWC fl• C.T. 90-14 C.M.W.D.90-506 JOB #500116 IRRIGATION NOTES I. G,!;NEFiAL A. Permits and Fees The ~ontractor shall obtain and pay for any and all, building permits as re qui red. B. Man.ifacturer's Directions Man:..ifacturer's Directions and detailed drawings shall be followed in all cases where the manufacturer of articles used furnishes directions covering points not 9hown in the drawings and notes. C. Ordina.nces and Regulations All local, municipal and state laws, rules and regulations governing or relating to any portion of irrigation work are hereby incorporated into and made a part of these notes, and their provisions shall be carried out by the Contractor. Anything contained in these notes shall not construed to conflict with any of the above rules and regulations or requirements of the same. However, when these notes call for or describe materials, workr-':anstiip, or construction of a better quality, higher standard, or larger size than is required r.,y the above rules and regulations, the provis:ons oJ these notes shall 1ake precedence. D. Explanation ot Drawings 1. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate 1he structural and finished conditions affecting all of his work and plan his wcrk accordingly, furnishing all supplementary materials such as fi1tings,etc., as may be required to meet such conditions_ Drawir.gs ;ue generally diagrammatic and indicative of the work to be instaHed. The work shall be installed in such a manner as to avoia ::Jrd!ict5: between irrigation systems,planting and ~rc:.,itectural features. 2. The Contractor shall nc,t ,, f.1Hy '•1sf.111 q-~ irrigation sysh.;m as shown on the drawings w, •. :7'! 1t ts obvious ,n the tie'd that unknown obstructions, grade differences or discrepancies in area dimensions exist th~t might not have been considered in engineering. Such obstruction or differenc~ should be brought to the c.:tfentic,n ot the Owner or _andscape Architect as soon as possible. In the event this notification is not performed, the irrigation Cvntractor shall assume full responsibility for any revision n0cessary. II. SUBMITTAL$ A. Material List 1. The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and notes. No substitution will be allowed without prior written approval by Owner or Landscape Architect. 2_ Equipment or materials installed or furnished without prior approval of the Owner or Landscap.-£-" Architect may be reiected and the Contractor required to remove such materials from the site at his own expense. 3. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee, Suc:h warranties shall only supplement the guarantee- s. Record and As-Built Drawings 1. The Contractor shall provide and l . ..:.ep up-to-date complete as-built drawings indicating locations, sizes. and kinds of equipment install,ed. Prints for this purpose may be obtained from the Landscape Architect at cost. This set of drawings s:-iall be kept an the site and shall be used only as a record set. As built drawings shall be prepared by the Contractor_ 2. These drawings shall also serve as work progress sheets, and the Contractor shall make neat and legible nota1ions thereon daily as the work. proceeds, showing the work as it ls actually installed. These drawings shall be available at all times for review and shall be kept in a location designated by the Owner or Landscape Archite-ct 3. Before the date of the final observation, the Contractor shall 4. 5. transfer all information from the "as-built" prints to an ozalid sepia mylar, procured from the Lan~~cape Architect. All work shall be neat, in ink and subject to approval of the Owner. The Contractor shall dimension from two permanent points ot reference, building corners, sidewalk or road intersections, e1c., 1he location 01 1he following items: a.Connec1ion to existing water lines. b.Connection to existing electrical power. c.Gate valves. d_Roottn9 of sprinkler pressure lines (dimension max. 100 feet along routing). e.Sprinkler control valves. LRouting of control wiring. g.Ouick coupling valves. h.Other related equipment as directed by Owner_ On or before the date of the fin~I approval, the Contractor shall deliver one set of sepia mylars ot "as-built" plans to the Owner. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required Information that may be omitted from the prints. 6. All "as-built" information must be included on the City's approved photo mylars. All drawing must be performed and approved by a licensed Landscape Architect. C. Controller Charts D. 1. ''As-built" drawings .shall be prepared by the Contractor and drawings shall be approved by the Owner before the controller charts are prep a red. 2. Provide one controller chart for each controller supplied. 3. The chart shall show 1he area con1rolled by the automatic controller and shall be the maximum size which the controller door will allow. 4. The chart is to be a reduced drawing of the actual "as-built" system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall Oe enlarged to a si1.e that wlll be readable when reduced. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermefr:ally sealed be1ween two pieces of plastic, each piece being a minim1.1m of 10 mil thick. 7. These charts shall be completed and approved prior to final field observation of the irrigation system. 8. These charts must include a legend of all symbols. Operation and Maintenance Manuals 1. Prepare and del!ver to the Owner within ten calendar days prior to completion ot construction, two hard cover binders with three rings containing the following information: a. Index sheet stating Contractor's address and telephone number, lis1 of equipment with names and addresses of local man1.,1fact1.1rer's representatives. b. Catalog and parts sheets of every type of material and equipment installed. c. Guarantee statement. d. Complete operating and maintenance instruction on all major equipment. 2. In addition to the above mentioned maintenance manuals, provide the appropriate maintenance personnel with instructions for rTlajor equipment. E. Equipment to be Furnished 1. Supply the appropriate maintenance personnel with the following tools: a Two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and <Jatve supplied. b. Two (5) foot ¥'alve keys for operation ot gate valves. c. Two keys tot each automatic controller. d. One quick coupler key and matching hose swivel for every five quick coupling valves installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project before final site observation can occur. F. Handling ol PVC Pipe and Fittings The Contractor is cautioned to exercise care in handling, loading, unloadihg and storing ot PVC pipe fittings. All PVC pipe shall lie flat so as not to subject it to undue bending of concent;::itPrj external load at any point. Any section of pipe that ha8 been dented c., • damaged wili ~"e discarded and, if inslalled, shall Oe replaced with ne"' piping. ?ipe and ~;Uings shall not be stored in direct sunlight. G. Guaran.ee 1 . 3. The guarantee for the sprinkler irrigation system shall be made-in accordance with ~he attaLhed form. A copy of the guarantee form shall be included in the operations and maintenance manuaL The guarantee torm shall be retyped onto lhe Contractor's letterhead and contain 1he 1ollowing information: We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materi;"'IIS and workm~n'"-hip, and the wori.:. has heen completed in accordance with the drawing and 11.otes, ordinary wear and tear and unusual abuse or neglect and excepted. We agree to repair or replace any defects 1n materials or workmanship, including settling of backfilled areas below grade, which may develop during the period of Qile:.year_.!r.on, Cl~te 01 accept.a!l.&.!t and also to repair or replace any damage resulting from the repa:il"'ing or replacing ct such defects at no additional cost to the Owf\er. We shall make !!>L'ch repairs o:- replacements wi1hin 72 hours of notification that repair" work is necessary, Following receipt ot written notificai.;on 1rom the Owner, we au1horize the Owner to proceed to have said repairs or replacements made at our experse and we will pay the costs and charges 1herefore upon demand. Project: ________________ _ Location: ________________ _ Signed; ________________ _ Contrac1or Address: ________________ _ Phone: __________________ _ Oate of Acceptance:. ____________ _ 111. MATERIALS A. General: Use only new materials of brands and type• noted on drawing•, specified herein, or approved equals_ B. PVC Pressure Main Line Pipe and Fit1ings , . 3. 4. 5. 6. 7. Solvent welded type pressure main line piping for sizes 2·• and larger shall be PVC Class 315. Pipe shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM re.sin specification D-1784. All pipe must meet requirements as set forth ln Federal Specification PS-22-70, with an appropriate standard dimension ($.D.R.), solvent-weld pipe. Pressure main line piping for sizes 1•1/2'" and smaller shall be PVC schedule 40 with solvent-welded Joints. Pipe shall be made from NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification 1785. All pipe must mee1 requirements set forth in Federal Specification PS-22-70. (Solvent-weld pipe.) PVC solvent-weld fillings shall be Scnedule 40, 1-2, 11-1 NSF approved, conforming to meet ASTM test procedure D-2466 as manufactured by Dura Industries. Solvent cement and primer for PVC solvent-weld pipe and fillings shall be of type and installation methods prescribed by the manufacturer. All PVC pipe must bear the following markings: a.Manufacturer's name. b.Nominal pipe size. c.Schedule or Class. d.Pressure rating in P.S.I. e.NSF (National Sanitation Foundation) approval. I.Date of extrusion. g.U.P.C. Shield Logo (IAPMO Approval). 8. All fittings shall bear the Manufacture•'s name or trademark, material designation, size, applicab!~ I.P.S .:Schedule and NSF seal of approval. C. PVC Non-Pressure lateral Lin~ Piping 1. Non-pres•ure buried lateral line piping snail be PVC Class 200 with solvent-weld joints. All 1.'2" pipe shall PVC Clas• 315. 2. Pipe shah be made form NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification 0-1784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 and 2 and part B of tnis section, all requirements for non-pressure lateral line pipe and Wtings 5hall be the same as for solven1~weld pressure main line pipe and fittings as set forth in part B of this section. ~J.Brass Pipe Fittings 1. Wht·re indicated on the drawings, use red brass screwed pipe conforming to Federal Specification No. WW-P-351. 2. Fittings shall be red brass conforming tc, Federal Specification No.WW-P-460. E. Copper Pipe ~;llings , . Copper pip' shall be Type 'K', hard tempered ASTM 888 and fittings sha,I be wrought solder joint type in accordance with ANSI 816.22. 2. -.'oints snail be soldered with silver solder, 45% silver, 15% copperj 16"/Q zinc· 24·· cadmium and solidus at 1,125° F and liquids at 1,145" F, conforming to ASTM B 206 and Federal Specification QQB 00655. ~. n,rust Blocks 1 . Thrust blocks for ring-lite pipe shall be of size and type required by the manufacturer's installation guide. 2. f"orm thrust blocks iii such a manner to prevent any concrete from coming in contact with the pipe. Thrust blocks shall be between solid soil and the fitting. G. Quick Coupling Valves • Quick coupling valves shall have a on~ or two piece for workin~ pressure of 150 P $_I_ operable with quic swivel key. body designed k coupler key or 2. Quick coupling valves shall be per detail. H. Backflow Prevention Units ot size and tion systems 1 . Backflow preventers and/or vacuum breakers shall be type as indicated on the drawings. All sprinUer irriga that are using water from the potable water .system s backflow prevention. All backflow preventi ;n units s in accordance with requirements set forth by local co hall recauire hall be installed des and County Health Depar1ment requirements. 2. Wye Strainers at backflow prevention units shaU have a bronzed screwed body tor si::r.es 2" and smaller and 125 lb.cast iron flanged body for sizes 2 112"" and larger. All wye s1rainers shall have a minimum 30-mesh movel screen and shall be similar to Bailey No. 100B or approved equal. I. Check Valves 1. Swing check valves 2'" and smaller shall be 200 lb. W.O.G. bronze construction with replaceable composition, neoprene or rubber disc and shall meet or exceed Federal Specification WW-V-51d, Class A, Type IV. 2. /4o,r,;i-dr?in valves shall be of heas1y duty virgin PVC construction with F.I.P. thread in~":'!t and outlet. Internal parts shall be stainless steel and neoprene. Anti-t...::-~in valves shall be field adjustable against draw out from 5 to 40 feet ~1 head. Anti-drain and excess flow valve shall be similar to the Valcon t-..DV or approved equal. J. Gate Valves 1. Gate valves 3·• and smaller ,;:hall be 1?.5 'b. SWP bronze g:Ue valves with screw-in bonne1, non-rising stem and .i-Olid wedge dii;c, and shall conform to Federal Specification WW-V-54, Type 1 C,ass A. 2. Gate Valves 3'" and smaller shall have threadea ends and shall be equipped with a bronze hand wheel. 3. Gate valves 3" and smaller shall be similar to those manufactured by Hammond (609 Series) or approved equal. K. Control Wiring 1. The electrical system shall h~ !ns-•a"ed !n accordance witt, th<;; National Electrical Code most recently adopted by the City. Connections between the automatic controllers and the automatic control valves: shall be made with direct burial copper wire. Pilot wlres shall be a different color wire for each automatic controller. Common wires shall be white with a dltferent color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than No. 14. 2. Wiring shall occupy the sarne trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire Is placed in a 1rench, the wiring shall be taped together at intervals of 10 feet. 4. An expansion curl should be provided within 3 1eet of each wire connec1ion and at each change in direction. Expansion curls shall be formed by wrapping at least five turns of wire around a 1"' diameter p,pe, then withdrawing the pipe. 5. Fleld splices between the automatic controller and electrical control valves will not be allowed without prior approval cf Owner and1or City_ 6. All splices shall be made with Scotch-Lok No.3576 Cc:mector Sealing Packs, Pen-Tite wire connector or approved equal. Use one connector sealing pack for each splice. L. Automatic Controller The automatic controller shall have the minimum number of stations as indicated on the drawings and shall be completely automatic in operation. It shall electronically start the sprinkler cycle and elec1ronically time the individual stations. Controller and valve shall be as stated in the irrigation legend. M. Outdoor Automatic Controller Enclosure 1. All automatic sprinkler controllers installed outside of a building shall be wall mounted within a vandal '"esistanf au1omatic controller enclosure. 2. The outd.-.or controller enclosure shall be as specified in the drawings_ Enclosures shall be equipped with an on/off switch for 110-volt power supply to controller. 3. Paint controller enclosure completely inside and out with 1wo coats of rust~resistant paint per Owners din~ction prior to installing controller. Color and type to be selected by Owner. 0. Control Valve Boxes 1. Use 9" X 24" round box: for all gate valves, Brooks (or approved equal). / MODE:L SltE --··-· -_,,, .. o CJD Deel □ -·- FORSUM/SUMMERS & PARTNERS, INC. l4 l!l (.()A.~T ;11c,n,-VA.Y, [).ANA. ""..)INT (Allf'ORNIA 926N (714, 4%,.tl 11 LA'IOSCAP!' ARCHITECTS, ASLA ·-,. . ,. ·····-··--•"" . ~<:l 1.~HDSD!/'t "AS BUil T" ..,,,,. ~,f>. ::t ..... !IU"'"'t-, %i '>i ~ J'.,,i, "' ,L -• ~ -. APPROVED FOR PLANTING V I/, ,I RCE EXP DATE AND IRRIGATION ONLY ~ ~% .. INCLUDING PRECISE REvlEWED BY: LOCATION OF PLANTING AREAS or r;Al.\\~ -,---,,----·· ---INSPECTOR DATE -- r········-·-~------I----·-----. _,_,, . ·-· ! I SHEET CITY OF CARLSBAD ~ i ' L-10 ENGINEERING DEPARTMENT 4 " i ALDEA @ AVIARA -- ··-·- -t-----t-·-·-----~-···-·· AVIARA P.A. 16 -·--. --.... ,. .. ···--····· -···---____ ,, ______ , ...... -. ·••'•• ·--·--t---·-IRRIGATION NOTES r-·--· ~ ---····"·-· ·--····· .. , -··· --. ••w-•-•--~-.-' -.. ·-··~---· '"•''"!'-~ _, ____ ,, __ , r------- ·-·-·-. -· _,, _____ , ___ APPROVE~~A'-~, £ /L¼= ,€.;;i../~9~ --~--·---·-··· --· -. • . . -···· --··----··-· --ASSISTAffT PL¥!NING DIREO'TOR DATE ~·---, .... ~ .. '• .. ··-· ----· ,, __ ,,, ""··---·~---~---~-.... .... _,_ - ~ ,---· -··-1 r· " .. WING No.I ... ---···-----OWN BY -·-··--· DATE INITIAL D~TE INITIAL DATE INITIAL CHKD SY DFSCRIP TION ·---'·--·-· ··--·-.. -·-.... .. 1~~1-2M ! 1 , NGINEER OF WOR< RE. VISION Oll<(R APPROVAL CITY M>PROVAL RW/0 BY '--.... -,,, __ ..... . ---. .. C.M.W .D.90-506 JOB #500116 IV. Z. Use 9-112" X 16" X 11·· rectangular box with green bolt-down cover for all electrical control 'lalves, Carson Industries 1416-12B or approved equal. P. Sprinkler Heads 1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation with the diameter (or radius) of throw, pressure and discharge as shown on the plans. 2. Spray heads shall have a screw adjustment. 2'.. Riser Units shall be fabricated in accordance with the detail showr. on the plans. 4. Riser nipples tor all sprinkler heads 'shall be the same si,e as the riser opening in the sprinkler body. 5. All sprinkler heads of the same type shall be of the same manufacturer. INSTALLAIJ0N PROCEDURES A. Slle Conditions 1. Exercise extreme care In excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utility drawings for existing utilities locations. 2. Coordinate installation of the sprinkler irrigation materials, including pipe, so there shall be NO interference with the utilities or other construction or dif1icu1ty in planting trees, shrubs and ground covers. 3. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. B. Water Supply 1 . Sprinkler irrigation system shall be connected to water supply points of connection as indicated on the drawings. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply 1. Electrical connections for automatie controller shall be made to electrical points of connection as indicated on the drawings. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is responsible for minor changes caused by actuat site conditions. D_ Trenching 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. 2. Provide a minimum of 24" of cover tor all pressure supply lines 3"' and 4'' in size. 3. 4. Provide for a minimum of 18" or cover for all pre.ssures sJpply lines 2·1/2" and smaller. Provide tor a minimum cover of 12" tor all non-pressure lines. 5. Provide tor a minimum cover of 1 s·· for all cable wiring in conduit, and 24" for direct burial cables. E _ Backfilling 1. The trenches shall not be backfilled until all required tests are performed. Trenche• shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 1/2" in size will be permitted in the Initial backfill. No rocks, clods· or other debris Is permitted in the remainder of the backfill over 1" in diameter. 3. Flooding of trenches will be permitted only with approval of Owner and/or City. 4. If settling occurs and subsequent adjustme1i:.? in pipe, valves, sprinkler heads, lawn or planting, or other constn.:ction are necessary, the Contractor shall tnake all required aC.:Justments without cost to Owner. F. Trenching and Backfill Under Paving 1. Trenches located under areas where pavirig, asphaltlc conc-rete, or concrete will be installed shall be backfilled with sand (a layer 6" below the pipe and 3" above the Pipe) and compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firrn unyielding condition. All trenches shall be left flush with the adjoining grade. The Sprinkler Irrigation Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks Is done by Jacking, boring or hydraulic driving; where any cutting or breaking or oldewalk• andto, concrete Is necessary, it shall be done and replaced by the Contractor·a, part of the contract cost. Permission to cut or bl'eak sld•w•lka and/or concl'ete shall be obtained from the Owner andfor City, Na llyllr■ullc driving wlll be permitted under concrete pIvlng or A.C. .,;,vlng. ' 3. Crossing of roads with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, schedule 80 PVC sleeves shall be installed at a minimum depth of 30" below finish grade. Irrigation lines under other asphalt concrete or Portland concrete improvements (other than ® roads) shall be installed in schedule 40 PVC sleeves at a minimum depth of 18" below finish grade. G. Assemblies 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) In such a manner as to conform with the details per plans. 2. Install NO multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with specific details. In absence of detail drawings or specifications. perform such work in accordance with accepted construction practices. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent weldlng methods shall be as recommended by the pipe and fitting manufacturer. 5. On PVC lo metal connections, the Contractor shall work the metal connections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC and on atl threaded PVC to metal joints. Light wrench pressure Is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. H. Line Clearance All !in.as shell have a minimum clearance of 6" from each other and from lines of other trades. Parallel lines 8hall not be installed directly over one another. I. Automatic Controlle'r Install as per manu1acturer.s instruction. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. J. High Voltage Wiring for Automatic Controller 1. 120-volt power connection to the automatic controller shall be provided by a qualified Electrician. 2. All electrical work shall conform to local codes, ordinances and union authorities have jurisdiction. K. Remote Control Valves Install where shown on the drawings and details. When grouped together, allow at least 12"" between. valves. Install each remote control valve in a separate valve box. l. Flushing of System 1. After all new sprinkler pipe lines. and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a lull head or water used to flush out the system. 2. Sprinkler heads shalt be installed only after flushing of the system has been accomplished to the complete satisfaction of the Owner. M. Sprinkler Heads 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed shall be equivalent in all respects to those itemized on plans and in details. 2. Spacing of heeds shall not exceed the max:imum indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. 3. Spinkler heads shalt be installed with flow check devices to eliminate low head drainage. Refer to legend/notes tor type of check device to be used. N. Existing Trees Where it is necessary to excavate adjaeent to existing trees, the Contractor shall use all possible care 1o avoid injury to trees and tree roots. Excavation in areas where 2" and larger roots occur shall be done by hand. All roots 2" and larger in diameter except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2" in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1" and larger in diameter shall be painted with two coats of Tree Seal or equal. Trenches adjacent to trees shalt be closed within 24 hours; and where this is not possible, the · side of the trench adjacent to the tree shall be kept shaded with burlap or canva9. 0. Fietd Quality Control 1. Adjustment of the system a. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent possible overspray onto walks, roadways, and buildings as much as possible. b. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Ceintractor shall make such adjustment prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. C-lowering raised sprinkler h•ads by the Contractor shall be accomplished within 10 days after notification by Owner. d. All sprinkler heads shall be set perpendicular to tinished grades unless otherwise designated on the plans. 2. Testing of irrigation system a. The Contractor shall request the presence ot the Owner at least 48 hours (two working days) In advance of testing. b. Test all pressure lines under hydrostatic pressure of 150 lbs. per square inch and prove watertight. Testing of pressure main llnes shall occur prior to installation of electrical control valves. c. All piping under paved areas shall be tested under hydrostatic pressure of 150 lbs per square inch and proved watertight prior to paving. d. Sustain pressure in lines for not less than 2 hours. If leaks develop, replace joint8 and repeat test until entire system is proven watertight. e. All hydrostatic tests shall be made only in the presence of the Owner. No pipe shall be backfilled until it has been inspected, tested and approved. 1. Contractor shall furnish necessary force pump and all other test equipment. g. When the sprinkler irrigation system Is completed, perform a coverage test in the presence of the Owner to determine if the water coverage for planting areas is complete and adequate, Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plan, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Owner. This tesl shall be accomplished before any ground cover is planted. h. Upon completion ot each phase of work, the entire system shall be tested and adjusted to meet site requirements. P. Field Obo.ervation Schedule 1. Contractor shall be respo'lsible;-for notifying Owner In advance for the following field observations according to the time indicated: a. Pre-Job conference - 2 days prior notice b. Pre$sure supply line installation and testing • 2 days prior notice c. Coverage tests -2 days prior notice d. Final field observation -2 days prior notice 0. Maintenance 1. The entire sprinkler irrigation eystem shall be under full operation for a period of 7 days prio, to any planting. 2. The Owner reserves the rignt to waive or shorten the operation period. 3. Landscape irrigation system shall be fully maintained by the Cantracto·r for a period of 90 days prior to final acceptance by the Owner. This period may be extended if the maintenance provisions are not met. R. Clean-Up Clean--up shall be made ~s eel.ch portion of work progresses. Refuse and excess dirt shall be removed fro n the site, all walks and paving shall be ~roomed, any damage sustained to the work of others shall be repaired to original condition. S. Final Field Observation Prior to Acceptance 1. The Contractor shalt operate each system in its entirety for the Owner at time of final field inspection. Any items deemed not acceptable shall be reworked to the complete satisfaction of the Owner. 2. The Contractor shall show evidence that the Owner has received all accessories, charts, record drawings and equipment as required before final field observation can occur. 3. End of maintenance shall occur only on the wrllten acceptance IJy the Owner. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS ' . 1------+---+-------------------+-------t-----i------r--~ ooD Deel□ FORSUM/SUMMERS & PARTNERS, INC. .~4118 COAST HIGHWAY, DANA l"QINT, CALlf(JRN~ 9ifM9 (7141 -4%-Eill I LANDSCAPE ARCHITECTS, ASI.A "AS BUil T" DATE REVIEWED BY: INSPECTOR DATE Prrr7 CITY OF CARI.SBAD fSHEllil LJ:::!!J ENGINEERING DEPARTMENT ~ 1-----+------ir---·----~ ----------+--+------t---+------i ;:.==::'..'::::============..::::===; ALDEA @ AVIARA DATE INITIAL D"TE INITIAL ENGINEER IY WORK REVISION DESCRIPTION OTHER "1'PROVAL D"TE INITIAL CITY "1'PROVAL AVIARA P.A. 16 IRRIGATION NOTES .C.M.W.Q.90 50? _ JOB, ,~500116 -----SEE SITE PRODUCTION PLANS SHEET L -33 37 41 ' ' . DWG 321-2L . . . ' ' .. --. I . . . -1 .--_ -.. MODEL RETAINING WALL SEE GRADING DWG 322-3A • • • • • • • I -GIN~ I I \ I I ~ \ ry-,-U w,i._ \\_z-cu;' eox \ l""VV e-f<, \ \ \ ff!Z-w~ \ ( .PLAN 3 LOT 4 Ii ... ~ 6--vie,J.e>P (-p; ~- s-f'1 T V!-fZ-U'l, --..:") {?-V11!,-~c P . {n . . - I -TfZI CofJ { Z4-'1 eox,') I PLAN 1 LOT 5 " ., IO-Y1 B ~ i'IP;5¥-'. ':, I -~~cl,,,. .,<...AF-""-~ 0 PLAN 1R LOT 6 ' ' PLA LOT 7 .$f"{P1~ tJ i~ 1-. t;Ot-'1C10 i:,~; I ) \\ -I ,<;,. UBG.t>L- 19 -eiJo ~,le. :) · ,', :.~:- --~-_ PROTECT EXISTING SLOPE PLANTING IN PLACE r-~ vH I AWr-1 fl.At..__. G B : I O I C ' -n--+ izoij 9 H0-1-t' f?1JJ N-9 t-+Ole ~ (]" J f)[J= I) L [ •• • • FC)RSUM/SUMMERS & PARTNERS. INC I~ ... - -- PLANTING NOTES: At the conclusion of rough grading, an agronomic soils report shall be prepared by the owner and furnished to the contractor and all ~eco!11mend?tions from such report shall be incorporated by the contractor into Installat1on of all planting areas. Conceal all irrigation valves in shrub bed. All trees are to be tagged by the landscape architect. All trees are to be spotted on the job site by the landscape architect prior to any planting and prior to laying concrete and walls or fences. ' Remove trellis from all vines and attach to fence or wall . -fl T L,.J He: (~:>L.,~ Ground cove.r shall be planted at 8" on center uniform triangular spacing and shall be continuous under all trees and shrub masses as shown on plan. 1-eoJ ~.Di~,ll0Cf'"Lv'l41'!> ~-Pl-b 1?412-l In ,o..C'), I -l:;-f21 t::eP {2'.4 11 eox s1 D"> I -C.!H CPM -l'?lf1I ~ is-~ _ .C8&---L- All ~Ian! Material shall be reviewed in the field prior to planting and shall be __ ~ubJect to approval by the Landscape Architect and/or Client prior to mstallat1on. All shrub _mater;ial ~p~citied must meet standard industry specifications for the container size m(ijcated. If Contractor cannot locate material of acceptable si~e ':'t the time ~f !nstallation, contact Landscapt'}:Architect for species subst1tut1on; down-sizing of plant material without prior approval of Landscape Architect will not be allowed. · Top dress a!I planter beds with a,;" thick layer of 1/4" partical size forest bark humus, available from Sequoia Horticultural Products (209) 591-1177. See sheet L: I:? for Planting Legend, Details and Plant Materials List. PLAN 3 Contractor to allow for 30 1 gallon BEG RIC to be spotted in the field by Landscape Architect. PLAN 1 R Contractor to allow for 4o 1 gallon IMP WAL to be spotted in the field by Landscape Architect. PLAN 2 Contractor to allow for 30 1 gallon VIN ROS · to be spotted ·in the field by Landscape Architect. NOTE: CONTRACTOR TO ALLOW FOR 25 FLATS OF ANNUAL COLOR-TO BE SPOTTED BY LANDSCAPE ARCHITECT. NOTE: _ _ _ __1 ALL TREES HAVE BEEN SELECTED BY RAl~OW CREST GROWERS AND FORSUM/SUMMERS & MURPHY, INC. CONTRACTOR SHALL CONTACT MR DEAN WENDT FOR TREE INFORMATION AT (1319) 723-6989. r - I l NORTH SCALE: 1" == 10'-0" ~ -sire fl?-0~ ~ IN'S>TALL-11-l Mot?E'L..-C0)-11P,,<'-C 1 ~f'le~INy~ SI Te-, ol-l ? f2'E:t? kJo::t7 ~ ~ wJ • • • • • L-12 MODEL SITE RCE • ______ F ,P '.lATT -----··-·----·---- ALDEA @ AVIARA AVIARA P.A. 16 PLANTING PLAN AH'R ~~/. al~--==. '1-_=.=_ :Jl-=,L.=7_3.=_==_' ASSISTANT o/NING DIRECTQl1 _DA TE __ __; APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS ,_,,,,. t , .. ,n•, ,_ + -. -1-DWN RY Jr · l'll~G N0l ·[ 11 ,.., '."JA TT ll'ilTIAl D,t.. l"'f INlnA.L -11 LANDSCi\Pf ARCHllHT, ASL.A " R [ ·'I' f ' · f • • CHK l" th C T 90-14 321 2M , __ __ __ _ _ _ ____ ___ <GIN(ER Of wQR, -v :,I' ;r,, · ' : ,. y: ' ,,,r' OTHER APPROVAi. an ,PPR OVA! LR -./WO B' · ---__J' --' L__ _____________ _J '---___ __,_ _____________ _._ ____ .1,._ ___ -4-___ _;_ _ __:-=-------====L_=-= __ :._--:--::::-~==~.J C.M. W .D.90-506 JOB #500116 ) PLANTING DETAILS _d?.:e.i-tf!7 ttl €v~ ~tP'!M~~ ~--BASIN ALL SHRUBS SO THAT MULCH (FOREST HUMUS)--~ TOP DRESSING ~llljj• ~ WATER LINE DOES NOT EXCEED FINISH GRADE---TOP OF CROWN -I - w :r: f- (/) w s PLANT BALL 11111 --SITE SOIL PLUS AMENDMENTS PER SOIL ANALYSIS FIRM UP SOIL AT BOTTOM OF PIT TO PREVENT PLANT SETTLING FIRM BASE (2) TWO TIMES THE WIDTH OF BALL SHRUB PLANTING ..___~_ PLANTING TABLETS (SEE SCHEDULE) FINISH GRADE ~-------MULCH (FOREST HUMUS) TREE BALL TOP DRESSING __.--sITE SOIL PLUS AMENDMENTS PER SOIL ANALYSIS --PLANTING TABLETS (SEE SCHEDULE) FIRM UP SOIL AT BOTTOM OF PIT TO PREVENT PLANT SETTLING l(2) TWO TIMES THE_ "w1DTHOFTHEBALL I f---' Q_ --' W4: 0 Cl] (/) f-w O :, 0 e= er 0 Le 3: 0 f- (/) --' 0 (/) rr f-w rr ()._ 0 Q_ I w >-rr Q_ uJ CJ NOTE: BASIN ALL TREES NOT IN LAWN AREA BASIN WATER LINE SHALL NOT EXCEED TOP OF CROWN TREE PLANTING ·•_-+------ • __ _J . ~ _J TWO TIMES WIDTH OF ROOTBALL NOTES ALL PALM fREES TO BE BOXED SPECIMENS. CONTRACTOR SHALL HAVE A SOil .. AC'lONOMIST PREPA11E A DETAILED SOIL ANALYSIS AT PALM TREE l.OCATIONS AUGFR HOLE SHALL ElE ADJUSTED PEF1 R~COMMF:NDATIONS TO ASSURE TREE SURVIVAL. ALL BACKFILL TO BE WATER JETTED DURING PLAN flNG FOR MAXIMUM STABILITY 1RONOS TO B~ TIED PRIOR TO PLANTING WITH ORGANIC TWINE 4·· HGI I WATER f1ETENTION BASIN MADE WITH 'JA TIVE SOIL RAKE OUT PRIOR TO INSTAL.LATION CF TURF MEDIUM GRADE PLASTER SAND BACKFILL WATER JE'TTED INTO HOLE PLANT!NG TABLETS PER SCHEDULE R:JOTl3ALL -CROWN OF ROOTBALL NOT TO Rf I_OWER THAN FINISH GRADE 3" DIAMETER PERFORATED DRAIN PIPE WITH GRAVEL BACKFILL AT BASE OF PLANTING PIT CONNECT TO MECI IANICAL DRAIN SYSTE'M WHERE APPLICABLE 12•• DIAMETER AUGER HOLE PALM TREE PLANTING iAIIIBAD!J:~ 1:!1811\CiI Sil1Uffit'¢1l Peroontage pH, units ECe. mmhoai<;:!Tl Oak.\um. me,q.11 Megnealum, meq.'I SCd!Um. maq/1 Chlcrkh.,, mi,q,'I Boron, wrn Sodk.lm ~l'Pl1¢n li\i'.IIQ l:!:QI'ASSIUM l:il::II oa1u1:; lii:XlBA'-l: Nllrat&-N. ppm Qi SE~ 5XIBtiCI Pho$pt,oM,ppm -(2) 'TWIST-BRACE' TREE TIES. NAIL WITH (2) GALV. NAILS@ EACH END. AVAILABLE FROM V.I.T. PRODUCTS (619) 480-6702 NOTE: FOR EACH TREE IN TURF AREA, INSTALL ONE "TREE BOOT" PER MANUFACTURER'S INSTRUCTIONS. • AVAILABLE FROM V.I.T. PRODUCTS. (619) 480-6702 J SINGLE STAKING TREE(24" AND 36" BOX) II 11111 II I .... / I; I; I; I; I; t / 45 MAX FIRM BASE 11z·-s18'· PLASTIC HOSE WITH NO. 9 GAUGE GUY VVIRE (3) I FINISH GRADE ////_,/ k 3-'DUCKBILL' EARTH ANCHORS. AVAILABLE • FROM V.I.T. PRODUCTS (619) 480-6702 NOTE. FOR EACH TREE l~J TURF AREA. INSTALL ONE "'TREE BOOT" PER MANUFACTURER'S INSTRUCTIO~JS. AVAILABLE FROM V.I.T. PRODUCTS. (619) 480-6702 • GUY STAKING SPECIMEN (48" BOX) · SOILS REPORT F<:>llowing ill'C ;pte-l)llmi r«:()mrw::JX!i.tion.!i fo( Ute above ptoperiy, The re<:-011unend~tiu11~ ~tsurne that ttc ~oil samplfls submitttd 111e. rop~ut.11t.ivc of the area to be treated. 11 fotthct .is.~umcs that the phy~kal cliMact:ed.::tk~ of~ are,;i, such ,;i:; d.tahugt: ;1.nd .lope ate sullllble for phuuit1g ti [Sf A Nn G'80l tNPCOVYB Apply t1e following. to cac.h 1000 ~Qllare feet of s<;ril: L Up to 4 yru-ds nitrolized shaYb'lJ:::S 2. 4 pound& Esmigran microriutricnls 3. 7S p01,:nds gypsum Tili in co a depth of 6 to 8 ltich~t al'Jd irl'igate thorou~hly after applic.aiio11, wittl 6 tog inel'tCs of wa~r u,iQg Ultei:ro1tteQ.\ poOOi11i, Af~r le.aching, apply the follcwl.tt; to e.;ch 1000 ft.er of soll; l. l5 po!.!nds 15. 15~15 01" the cqui..,al~m Tili in to a deplll of 6 ro 8 i!1ch~~ and litigate tnoroughly nfte.r applit,;itlon with 2 to 4 inche~ of wa:t>r. MCk'.FlY r FOR SH)U l'BS ANn TB"'ES Add the following to each cubic ya:r-4 or back.fill consi,,;tina of ('i p~ n.ii~ve S()i! l!;lld 4 pa:u ni(ro!i~ sbavin25: l. l5 1)01.)ncl:i {fto Powtr J?l"! or the equlv11lc-1lt.!i 2. 3 pounds mnm :-.fu thorou~hly be(ore backfilling holes. Jll!>Ul.IS OOMMFNIS ~Mti110:r,m111d ae:1::1~n emtic:i: 33 811.,T I.CAM Pct~IJ.Jm.ppn'I ,_, $1,.IGHTL Y ACID C.lcir.i~. ppm ,_, HIGH M.a.griQfl!Jm, ~ ,o cow Scdk..:m,ppm ,_, LOW 18,2 rst~r-: PPTA FXJEACI 13.7 ACCEPTASLE TO HIGH Zlnc, ppm o., ACCEPTABLE ~.ppm Iron. ppm ,., eilGes C<iwer,pp<n a.a1:u~ a&ll.!BAilQ:~ ~ ' cow Pots.6-11"-lm. % Calolllr'n, % M-11.gnMlum ,<it;, ' LOW Bc<1lcm % FA.EE UME " 1e17 ms '" 1.21 ~--r 10.-1 '-" Jll!>Ul.IS ,_, 36.3 1>1.a 11> "" PLANT TABLET SCHEDULE GRO-POWFR PLANTING TARI FT$ i'Q'3 CONTAINER-GROWN PLANTS LOW LOW HIQH Hlc\H OP'TIMUM ,ow O~TIMUM 0Pl1MUM fillGC'-ESIEQ BA!i:JES 3 7 " -75 " -" 0 5 GALLON CONTAINER RECEIVES • • • ·, • • • • • 2 TARI_ F: TS 5 GALLON CONTAINER RECEIVES•••••••••• 6 TABLETS 15 GALLON CONTAl,'IIER RECEIVES··········· 12 TAfll FTS 20"" BOX RECEIVES • • -• • • • • • ., • • • • • ., • • • • • 14 TABL E'TS 24" GOX RECEIVES··••·············••••· -14 TABLETS 10" 80X RECEIVE$••••••••• • • •• • ••• ••• • •• • 16 TARl ;:TS ' 36" ROX RFCFIVFS "· • • • • • • • • • • • • • • • • • • • 18 TA8Lc TS 42" ROX rl.F.CF.IVES • • • • • • • • • ~ ~ • • • • • .. • • 20 TABLETS 48" BOX RFCEIVES • • • • • • • • • • • • • • • • • • • • 22 TABLETS 6(1"' BOX RECEIVES• • • • • • • • • • • • • • • • • • • 32 TABLETS e:JR LARGER BOX SIZES. USE 3 TABLETS FOR EACH 112' OF CALIPER SIZE, MEASURED 14·· ABOVE FINISH GRADE APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS □~i1D FINISH GRADE (MIN 1 /2" OVEA TOP OF STAKE) ,--------2"x2"x18" RDWD. $TAKE@ 36" O.C. (ALTERNATE: 2"x4"x18" R,JWD. STAKE@ 48" 0.C.) ------3 -3l8"x4" RDWD .. BENDER BOARDS -SPLICE JOINTS TO HAVE MIN. OF 18" OVERLAP -NAIL THRU & CLINCH NOTE: HEADER BOARD TO BE INSTALLED BETWE;EN ALL LAWN & SHRUB ARE:AS REDWOOD HEADER NOTTO SCALE ANNUAL COLOR SCHEDULE SPECIES WINTER BLOOM (Decembe, • Feb,uary) Calendula Poinsettia Pritnula Viola (Pansy) SPRING BLOOM (March -May) Anemone Calendula Daisy, English Dianthus Lobe1ia COLOR Orange & Yellow Aed & While Mixed Mixed Pink,Aed & While Orange & Yellow While Pink Blue Mixed HEIGHT 12" -24" 18" • 35·· 6" -12" 6"' -8" 12'' -16" 12" • 24·· 12" -24" 1 O" -20" 4 .. -6" 12"' -24"' Poppy (Iceland Mix) Primula Ranuculus M;,ed 5·· -12" Yellow,Orange&White 1_2" -18" Snapdragon (semi-dwarf} Viola (Pansy) Mixed 12·· -20" Mixed 6" • a·· SUMMER BLOOM (June -August) Begonia Dahlia Delphinium Dianthus Impatiens Lobelia Marigolds Petunia Vin ca Viola (Pansy) Zinnia FALL BLOOM (September -Novembe,) Begonia Chrysanthemum Delphinium lmpaUens Marigolds Petunia Vinca Pink & Aed Mixed Mixed Pink Mixed Blue Yellow & Gold Mixed Pink & Rose Mixed Mixed Pink & Red Yellow & Gold Mixed Mixed Yellow & Gold Mixed Pink & Rose SOD LAWN 4•· -10"' 15" -36" 12·· -36" 1 O" • 20·· 8'' ~ 24" 4" • 6" e·· -B" 8"' -12"' 12-· -24" 6" -8'' 12" • 35·· 4" -10" 5" -6" 12" -35·· 8"" • 24"" s·· • 8" 8" -12" 12" · 24" SODDED LAWN SHALL BE "MARATHON 2" TURF-TYPE TALL FESCUE. AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585 PLANTING LEGEND 0 cro ;+ ~ IC .: 11 TREE SHRUBS ESPALIER/ VINE LAWN (SOD) GROUND COVER REDWOOD HEADER NOTE: PLANTING SPECIES REVISIONS -JULY 3P, 199~ __ ,,.....,. .. --f--_ -t-- i • +-..... - FC)RSUM/SUMMERS & PARTNERS, INC. +--· ·+ DA TI' INITIAL LANDSCAPE ARCI llT[lT', f\SLA REVISION ~:~SCRIPTION OTHER M'PROV>J_ PLANT MATERIALS LI T + + t + + +-- T T ?~A l"f ... 1·1~1T1~l Q'Y ,A,,PPROVA.L ARI:. ROM CINGAM ERIDEF FIC NIT MEL LEU NER OLE TRI CON SHB!JRS· AGAAFR BEG RIC GAR TUT EUQS,0 FAT JAP HIBRS ILE BUR LIRMUS NAN OOM PIT VAR PITWHE RAPCLA TER JAf> VIB JAP via s_e AREGASTRUM fl:OMANZOFFJANUM QUEEN PALM CINNAMOMUM CAMPHORA CAMPHOR TREE ERIOBOTRYA DEFLEXA BRONZE LOQUAT FICUS RETUSA 'NIT10A' INDIAN LAUREL MElALEUCA LEUCADENDRA CAJE'PtJl 'rREE Nt'.RIUM OLEANDER (STANOARD) OLeANDER TRISTANIA CONFeA:tA BRISSA.NE 80)\, AGAPANTHUS AFRICANUS LILY OF THE NILE BEGONIA RlCHMONOENSIS PINK BEGONIA CARISSA GRJ\NOFLOR!A 'nJTTLEr TUTTlE NATAL PLUM EUONYMOUS JAPONICA 'SILVER QUEEN' SILVER QUEEN EUONYMOUS FATSIA JAPONICA JAPANESE ARA.LIA 1-itBISCUS ~OSA-SINENSIS Hl[llSCUS ILfX CCRNUTA 'BURFORD!' BURFORD HOLLY LIRIOPE MUSCARl BIG BLUE LILY 'TURF NANOINA DOME;STICA HEAVENLY BAM800 PHQRMIUM TENM 'JACK SPRAT NEW ZEAlANO FLAX P!TTOSPORUM TOBIRA 'VARIEGATA VARfEGAtE.D MOCK ORANGE PITTOSPORUM TOBIAA 'WHEELER'S DWAAP DWARF MOCK ORANGE FW'HIOLEPIS INDICA 'CLARA' INDIA HAWTHORNE TERNSTROE'MIA JAPONfCA GLOSSY YERNSTROEMIS l/18UR.NUM JAPONICUM JAPANESF. Vl8iJRNUM Vf8URNUM TINUS 'SPRING BOUQUET' DWARF LAURISTIN(JS GROUND GOVER FRACHI FRAGARIA CHILOENSIS WlD SlAAVtlBERRY YINESJFSPAUERS· 81G V!O BOU S O,R BIGNOMA VIOlACEA WOLl;T TRUMPET VlNE BOUGANVIU .. EA 'SAN 011:M Reo· BOUGAN\IILLEA MODEL SITE " Rfv1IWf'-H• L-13 ALDEA @ AVIARA AVIARA P.A. 16 DA TE SHEFTS; 14 ! _fLANTING ~A_l=LS===~ • APf'RO~--~~ /~ 'ASSISTA~P~G DIRECT~ 'ri\1/N fly C.T. 90-14 '.1/-_?_l-jiJ__ I DATT I ----___ _I ,CHK) BY LR VVv'[) 8 Y II ~Ne Nol ~21-2M' --- C.M.W.D.90-506 JOB #500116 PLANTING NOTES General Site Planning The Owner shall have a soil analysis made alter completion of the rough grading. A copy of the soils analysis shall be provided to the city or Carlsbad. The con1rac1or shall Incorporate all soil amendments ancl fertilizers prescribed therein. The soil preparation specified below shall be adjusted according to the analysis. 2. Weed Control for Lawn. Shrub & Ground Cover Areas (Except Slcpes> a. Remove all existing weeds from surface. Remove all roots of Bermuda-Johnson Grass, etc. b. Install irrigation. c. Fertilize all shrub/ground cover areas. Apply 10 lbs. of 16-20-0 commercial fertilizer per 1,000 sq. ft. d. Water all shrub/ground cover oreas !or three weeks to germinate weed seeds. Water appllcallon at low rate to avoid erosion. e. Apply contact weed killer 'Round-Up' to all planting areas. Herbicide applicator shell be licensed by the Stale of California. f. Plant shrub/ground cover as soon as 'Round-Up' has dissipated, according to manufacturer's specifications. Soil ec1pacat1on & Finish Grading a. Rough grade • Site to be received by Landscape Contractor to within 1/10 loot plus or minus by others based upon Landscape Architect's grading plan. b. Finish grade -Finish grading to consist of grading, raking and hand work necessary to achieve de9lred contour and flow line patterns resulting In evenly finished surfaces tree of debris and litter. c. Spread over all lawn, shrub and ground cover areas, amendments and fertilizer prescribed In soils report, Thoroughly mix Into soil to depth of 6" and fine grade. Shape mounds as shown on plans. Contour Interval at 1'0". Contractor to lmpol1 soil necessary to attain design grades and berms, Import soil to be free of weeds, debris, and have balanced ph. Smooth and even grading without depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade will be 1" below walk/top of curb. Remove from the sit• all stones over 2" In size. Ail planting areas shall be top dressed with a 3" layer of Sequoia Forest humus. J_ Planuoa 4. 5. Plant trees, shr.,bs and ground cover as called for where Indicated on Planting plan and as detailed on Planting Plan and as datalled on Planting detail sheet. S~h-~!~ns of plants will not be accepted unless DPPCQYAd by Landscape I' 1 a. Ground Cover • FlaUi and/or Cut11nas Ail plant materials specified as rooted culllngs or flat stock on Planting Plan shall remain In the flats until lime of transplanting. The flat soil shall contain sufficient moisture so that soil does not fall apart when lilting plant from !lat. Ground cover plants shall not be allowed to dry out before or while being planted. Roots shall not be exposed to the air except while actually being planted. WIited plants will not be accepted. At the time of planting, the soil around each plant shall be firmed sulllclenlly to force out air pockets. Plants to be planted In triangular spacing as specified o.c. (on center). All cuttings shall be minimum of 6" long. Install plants In 6"x6" planting pits. Water Immediately alter each planting until one inch of water penetration Is obtained. Ail ground cover areas to receive a pre-emergent weed control treatment of 'Betasan'or 'Treflan', applied per manufacturer's recommendation and consultation with a pest control advisor. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by trampling or olher operations of this contract shall be repaired immediately. b. Shrubs & Trees Plant all container-grown plants In planting pits, two times wider and two times deeper than the container, as detailed on Planting detail sheet. Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings or equal) and the amendments specified In the soils analysis with the site soil, prior to backfilling of planting pits. Install Gro Power Planting tablets, per the manufacturer's instructions and as detailed on Planting Detail Sheet. Contractor shall construct basins around all trees not in lawn areas; basins shall not exceed top of root ball crown. c. Top Dressing Top dress all ground cover and shrub areas with 3" thick layer of Sequoia Forest Humus or equal. d. Staking Stake ail trees as detailed on Planting detail sheet. e. Pots & Planters Apply Thompson's Water Seal or equal to ~nside or all pots end redwood planters prior to planting. Ail pots shall be drilled for drainage and furnished with saucer Special Backfill Mixes a. Azaleas -Use pure Peat Moss b. Camellias & Ferns -Use 50% Peat Moss, 25% Forest Humus and 25% Site Soil c. Pots and Planters -Use Kellogg's Indoor Planter Mix. Sod -See Planting Detail sheet for Jype of Sod a. Area9 shall have a smooth and continual grade be1ween existing or fixed controls, such as: walks, curbs, catch basins. Roll, scarify, rake and level as necessary to obtain true, even soil surface. b. Apply lertiliiers as specified on Planting detail sheet onto the soil. 6. 7. c. Sod shall be laid the same day It Is delivered. Sod shall not be left on pallets In the hot sun. Contractor shall be responsible for any and all damage to sod not Installed on day or delivery. d. Unroll sod carefully and place In staggered pattern of strips. Sod shall be laid and taped against adjacent strips lo eliminate joints and edges. e. Trim sod to conform to lawn shapes designated In the Planting plan. I. Aller sod Is laid, II shall be Irrigated thoroughly to provide moisture penetration to at least 6" Into prepared soil. g. All sod In sodded areas shall be handled and laid In a high standard , workmanship manner. All ends, Joints, and cuts shall lit tightly so that there are no voids •nd the final appearance Is one of a continuous lawn. Sections of sod le•• than 18" long or 9" wide shall not be used. h. No sod area will be accepted until approved by the Landscape Architect. Stolinized Turf -See Planting Detail aneet for lYPt Pl Stolon a. General Deflomons: Stolon Installation shall consist of the following: Quality stolons, proper planting date, adequate soil preparation, Incorporation ot suitable soil amendments If required, preplant fert1112:ers, proper stolon storage, planting of stolons approximately 75% Into damp soil and thereafter adequately Irrigated. b. Materials end Composftlon or Stolons: The standard unit of measurement for stolons shall be a bushel. A bushel Is defined as 1.24 cu. II., loose packed and having a minimum weight or eight (8) pounds net. See planting detail sheet for type of stolon. Minimum planting rate shall be five (5) bushels per 1,000 sq. ft. Stolons shall be grown from high quality vegetative material upon soil treated with appropriate State and Federal regulatory agency approved pesticides for control otdlseases, insects and weeds. They shall be produced In fields periodically Inspected by the California Department of Food and Agriculture Nursery section to Insure high quality and freedom from diseases, Insects, and weedt according to the standards In effect In the current publication of 'State of California Regulations for Nursery Inspection'. c. Coodi1ion or Stolons: Stolons shall be defined as fresh living sections of runners and stems having nodes (Joints) which will produce growth (may ba seasonably dormant and capable of renewing growth after planting) when properly planted and maintained. d. Planting Date: The optimum planting period Is generally between April 1 through September 30. Earlier and later planting can be made depending upon soil temperatures and availability of qualify stolons. Plantings made other than during the optimum period of the year require a minimum of 20% additional bushels of stolons per 1,000 sq. ft. e. Soil Preparation: Debris shall !)e removed, weeds may be removed or plowed under, the soil tilled lour (4) to six (6) Inches In depth and such soil amendments as may be required tor soil fertility, drainage and texture shall be worked Into the soil. All areas shall be rough graded plus or minus one (1) inch, then thoroughly Irrigated to wet the soil profile to a depth of eight (8) to twelve (12) Inches. Finish grade to level, the top three (3) Inches of soil must be In a loose, friable condition and 1ree or rocks larger than lour {4) inches. Ammonium phosphate (16-20-0) (or other recommended lerllllur) shall be broadcast on ail soil sul1aces at ten (10) pounds per 1,000 sq. It. Soil preparation and amendments tor heavy use, such as athletic fields, may be more extensive than the foregoing, 1. Stolon Planting: Stolons shall be planted within 24 hours of delivery to the Job sile. The stolons shall be pressed Into the friable damp soil In such a manner as to bury approximately 75% or the stolons to a depth of 1/2' to 1-1/2"; slolons thus planted shall be rolled Immediately thereafter, to assure Intimate contact between soil particles and the stolons. For planting large areas In exces!I ot 10,000 to 20,000 sq. ft., mechanical stolon planters as the Cal-Turf stolon roller, shall be employed. In small residential lots, stolons may be scattered on the prepared surface and top dressed with approximately 1/4'' organic material, then rolled. It Is not necessary to top dress stolons which have been properly planted with suitable mechanical equipment. g. Irrigation; At no lime alter planting shall stolons be subjected to drying out. Newly planted stolons shall be Irrigated to a depth of 8" Immediately after planting; at 100 degrees (F)., flNeen (15) minutn Is the maximum Interval between planting and Irrigation at 75 degrees (F)., one (1) hour Is the maximum Interval. New stolon plantings shall be kepi saturated with water at all times for the first then (10) to twenty (20) days alter planting, or unlll the new turf plants are sufficiently rooted and well established to withstand less frequent Irrigation. Hvdroseed Turf Hydroseed all areas designated as 'Hydroseeded Turr. See Planting Detail sheet for type and quantity of seed mix, rertlllier and additional amendments. A. APPLICATION 1. Egulpment: Hydraulic equipment used for the application of the fertill<er, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder· type, as approved by the Landscape Architect. This equipment shall have a built-in agitatior system encl operating capacity sufficient to agitate, suspendi and homogeneously mix a slurry containing not less than 40 lbs. of fiber mulch plus a combination of 7 lbs. fertilizer solids for each 100 gallons ot water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set ot hydraulic spray noules which shall place the slurry tank and spray nozzle within sufficient proximity to be seeded. 2. Pregarat;on; The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine Is at half throttle. When the water level has reached the heights of the agitator shall, good circulation shall be established and at this time the seed shall be added. Fertlllzer shall then be added, followed by fiber mulch. The fiber mulch shall be added to the mixture alter the seed and when the tank Is at least third filled with water. Ail fiber mulch shall be added third fllled by the time the tank Is two-thirds to three-fourths lull. Spraying shall commence Immediately when tank Is lu 11. 3. Application: Apply hydro-mulch In the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the SOIi 8urlace, the hydromulchlng shall form a blotter-like ground cover Impregnated uniformily with seed and lertilizer and shall allow the absorption of moisture and rain fall and percolation to the underlying soil. Remove ail fiber applied to drain gutter, streets, walls, and other construction. Leave site broom-clean. GENERAL SLOPE PLANTING The Owner shall have a soil analysis made alter completion of the rough grading. The Contractor shall Incorporate all soil amendments and fertililzers prescribed herein. The soil preparation specified below shall be adjusted accordingly to the analysis. PLANTING PREPARATION 1. 2. 3. 4. 5. Slope Texturing a. Cut Slopes· These surfaces shall be roughened In a horizontal direction following the contour of the slope. The roughened texture shall be made by hand raking or similar mechanical means. b. fill Slopes: These surfaces shall be compacted and finished and also roughened In a horizontal direction following the contour ol the slope. The roughened texture shall be made by hand raking or similar mechanical means. weed Eradication Procedures a. Manually remove all existing vegetation and dis'p6ie~f It oft-site. b. Fertilize all planti~as wlth-<farllllzer based on Soil labs recommendation,i_ lilt Planting detail sheet). Add any and all 1JOII amenctments as required, per the soil analysis. Begin watering process to activate fertilizer and additive chemicals. c. Water all planting areas thoroughly and continuously for • period of two (2) consecutive weeks. The Landscape Archilect shall approve specific watering duration and fr'equency program desinged to germinate all residual weed seeds. d. Discontinue watering process tor two (2) days, then apply 'Round-Up' If perennial weeds appear on the slope$. If annual weeds appear, use stralghl contact herbicide as per the pest control advisor's recommendations. No waler shall be applied for a minimum of four (4) days following application of contact weed killer. e. Allow sufficient period or lime to Insure that ail weeds are dead. I. Waler all planting areas thoroughly and continuously for a period of three (3) weeKs. A shorter watering period may be permissible at the discretion ot the Landscape Architect and/or the pest control advisor. Discontinue the watering process for one ( 1) day prior to the second appllcatlon of the herbicide spraying. Re-apply the spraying operation with a straight contact weed killer, as per the pest control advisor's recommendations. Allow a minimum of tour (4) days without irrigation, for effective final weed kill. g _ Clear all desicated weeds from the slopes to the finished grade. h. Water ail planting areas thoroughly and continuously for three (3) consecutive days to saturate upper layers ot soil prior to the hydroseeding operation. I. Then allow planting area soil surface to dry out for one (i) day only, prior to the hydroseeding appllca1ion. Care must be taken not to allow the soil surface to be super-saturated with water prior to the hydroseeding ins1allation. At the same time, the soil surface should not be bone dry. There should be some residual moisture within the first 1 /2" or soil surface. j. Begin the hydro.seeding operation all areas, as specified. Pl@ntiog Plant trees and shrubs as called lor where indicated on Planting Plan and as detailed on Planting detail sheet. Substitvtioos of plants wHI not be accepted unleas approved by Landscape Architec:t Install Gro-Power Planting tablets as called tor in legend. Plant all container grown plants in planting .pits two (2) times wider and two (2) times deeper than the container. Thoroughly mix the specified materials found in the soil analysis and those specified in the Planting detail sheet, with the site soil, prior to backfilling of planting pits. Geo-Power Planting Tablets (See Planting Detail Sheet) Hvdroseeding Specifications For SloPt Areas a. HYDRQSEED MIX Hvdroseed mix and mulch shall be amended to suit specmc site conditions Yerlfv hvdroseed mix with the Landscape Architect upon results ot the soil analysis_ The mix shalt be applied to all slope areas directly after the installa11on of all plant materials as final dressing. See Planting Detail sheet for type and quantity of seed mix, fertiliz:er, and additional amendments. 6. APPLICATION 1. Equipment: Hydraulic equipment used for the application of the fertilizer, seed and fibre mulch, shall be of the 'Super Hydro-Seeder' type, as approved by the Landscape Architect. This equipment shall have a built-in agitator system and operating capacity sufficient to agitate, suspend and homogenously mix a slurry containing not less than 40 lbs. of fibre mulch plus a combination of 7 lbs. fertilizer solids for each 100 gallons of water. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which shall place the slurry tank and spray nozzle within sufficient proximity to the areas to be seeded. 2 -PrePaCIUloo: The slurry preparation shall take place at the .site of work and shall begin by adding water to the tank when the engine Is at hall throttle. When the water level has reached the heights or the agitator ahalt, good circulation shall be established and at this time the seed shall be added. Fertilizer shall only be added to the mixture alter the seed and when the tank Is at least one-third filled with water. All fibre mulch shall be added by the lime the tank Is lwo•thlrds to three-lorthes full. Spraying shall commence Immediately when the tank Is lull. 3. Appljcatlon· When hydraullcaly sprayed on the soil surface, the hydo- mulchlng shall form a blotter-like ground cover Impregnated unllormlly with seed and fertilizer and shall allow the absorption of moisture and rainfall percolate to the underlying soil. Remove all fibre applied to drain gutter, streets, walls and other construction. Leave site broom-clean. GENERAL NOTES See Planllng Detail Sheet For Further Notes 1 . 2. 3. CLEAN-UP a. Aller all Installation operations have been completed, remove ail rubbish, excess soil, empty plant containers and trash from the site dally. All scars, ruts or other marks in the area caused by this work shall b• repaired and the ground left In a neat, orderly condition. Leave site In broom- clean condition at the end of each working day. Hose down all paved areas, Including walks and patios, upon completion of all work. MAINTENANCE a. The Contractor shall maintain during Installation a sufficient number of men and adequate equipment to perform the work herein specified. Plant maintenance work shall consist of applying water, weeding , caring of plants, Including ground covers, shrubs, vines and trees, edging and mowing lawns, fertilizing, control of pests and diseases, and maintaining walks free of debris and dirt. Upon completion of each area of Installation, the Contractor, Landscape Architect and Owner shall conduct and Inspection of complete area, along with the Owner's maintenance representative. At this time, a list of corrections, If any, shall be made whic:h are the responsibility of the Contractor. b. After all worK has been completed, Inspected and accepted, all areas will be maintained for a period of ninety (90) calendar days or as long as Is necessary to establish thrl\dng trees, shrubs, turf, and ground cover areas without bare spots. c. Keep all areas weed-free, adequately watered, and neatly cultivated for the ninety (90) day period. Remove all debris from site and keep the entire site broom-clean. Mow turf areas weekly. Hydroseeded turf areas shall be Irrigated after the slurry mulch has been applied and allowed to set for one (1) day. The soil surface must be kept moist at all times during the germination period to avoid desication of seedlings. d. Re-seed all bare spots in turf areas at two (2) week lnterval.9 and maintain until an even stand of turf, without bare spots, is obtained. Re-seed all slope areas that fail to germinate evenly. Repair ell eroded -,;urfaces at no cost to the Owner. e. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or loot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers, moles and repair damage. f. The project shall be so cared for that a neat clean condition will be presented at ail times to the satisfaction or the Owner and Landscape Architect. The landscape contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. g. At the end of the maintenance period, all areas that have been planted shall be fertilized with commercial fertilizer, analysis 16-8-8, at 300 lbs per acre, and watered thoroughly. h. The Contractor shall request a final Inspection seved (7) days prior to the end ot the maintenance period. This request shall be written and directed to the Owner and lhe Landscape Architect. Upon acceptance of the project, the Contractor shall be relieved of any further maintenance. GUARANTEE All turf, hand-planted end hydro-seeded ground cover, and shrubs shall be guaranteed to live and grow 10 a period of ninety (90) days after installation 11 nd 11cceptance by 1he Landscape Architect_ Trees shall be guaranteed for one year. Any material that falls to grow through the specified maintenance and gurentee period shall be replaced by tl)e Contractor at no cost to the Owner. . ' -. APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE LOCATION OF PLANTING AREAS t j t t . -,_ ' ' - 5. 6. 7. 8. . t l • + I • • t INSPECTIONS a. All inspections specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request inspection at least two (2) working days in advance of the time that the inspection is required. b. Inspections will be required for the following parts of the work: 1. Upon completion of grading and soil conditioning prior to planting. 2. When trees are spotted !or planting, but before planting holes are excavated. 3. When planting and all other indicated or specified work, except the maintenance period, has been completed. Acceptance shall establish the beginning or the maintenance period- 4. Final Inspection with the Owner or his represen1ative at the end of the maintenance period. VERIFICATION OF DIMENSIONS a. Ail scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately Inform the Landscape Architect o1 any discrepancy between the drawings andJor specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. UTILITIES a. The Contractor shall be responsible for verifying the location of ell underground utility line.prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will uirra.nge for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for , at his own expense, making any and all repairs for damages resulting from his work. EXISTING TREES a. Contractor is to In.sure the preservation of any existing trees on the site. Damage or loss of these trees will result In replacement of equal size by the Landscape Contractor. MISCELLANEOUS CITY REQUIREMENTS a_ A tast growing cover crop and jute matting are required on all slope areas per Landscape Manual page 34 section EJ-1.1. See Plans !or Installation notes. b. On sheet graded pads cover crop (Standard No. 1" Landscape Manual page 34 section E3-1.1) Is required 11 not scheduled for Improvements within 6 months of completion of rough grading (Landscape Manual page 35 section E3-1.2, 2.1,a) Additionally, discing of the pad area Is required prior to planting. MODEL SITE " H,, l _} .___) I • I XP INSPtCTDR DA TE 1 t + 1 .-,HI" i "T L-14 CITY + . . . OF C ARL~BAD ' ' SHEETS 1 14 + + ALDEA @ AVIARA _______ ·7 • AVIARA P.A. 16 I . + . -1 . + ·--- PLANTING NOTES j ---·--··----·--------+--·-1-, CJCJI"\ O::rJOL) +---·-·-__ _j__ __ ·-. -----•.•. ---------------l-----·---+--····· + ·----. FORSUM/SUMMERS & PARTNERS, INC. -··----· __ .. ·····--·c,WN BY JI Hl,.,c;..,-51 1 l41ll-i((JA'>1HIC,HWAY DANAl-"'(JIN) ( .... llf<JRNl.".'.Uhl~ 01~14<.,t-,.t,111 "' [ 9 l..'.:::====L=A=N....:D....:SI...=·:....:~-....:~....:. _A....:RC....:.H:__IT=El=~T=S=, =A=SL=A====:.J' IL ~-~Gl:N~IT~•~'~Of:__:W~OR=Kj1 ___ ~R~[:":1~S:'0::.N~C,~.[:S:. 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