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HomeMy WebLinkAboutDWG 901-4L; CT 81-10; CARLSBAD RESEARCH CENTER LOT 13; L1-17I ' I I I i I I r I' I I \ - ,_ a: ~::, 0 (,) "" (,) II( _, Q. II( _, 0 © © © @ @ (j) 0 I I 0 (I I I - 0 ('I =1===::::::::::::::=:~==-:,t, ct.. 4:- . t · I ' '3-o -..o --·-· --,---•-,· -~-- 10' lo' ··----"' ' ,., .... 0 >/{ ·:> .\:'.. ::j :"';• :::\i\::: ::. : : : : ,,; : :;.; : : ; : : : : '' :..;: ""!"!T::· ·::: .. . . . .. ..... . 10 ~ ·BUILDING 8 ¥t1 i !:>, JI ;, 'LEGEND SYMBOL DETAIL REF., 12" WIDE CONCRETE HEADER (LIGHT SANDBLAST FINISH) 15" WIDE CONCRETE HEADER (LIGHT SANDBLAST FINISH) 6" CONCRETE MOW CURB 1: ·1 ) 15" DIAMETER CONCRETE STEPPING PADS (INTEGRAL COLOR) 2 x 6 REDWOOD HEADER TO ALIGHT WITH BUILDING FACE BACKFILL WITH DECORATIVE PEA GRAVEL 4" DEPTH ·. :-:~:-:-: J INTERLOCKING PAVERS OVER l" SANO BASE INTEGRAL COLOR CONCRETE'. PAVl'IG (LIGHT SANDBLAST FINISH) COSCRETE STAIRS (INTEGRAL COLOR IIITH LIGHT SANDBLAST FINISH) CONCRETE BENCHES (LIGHT SANDBLAST FINISH) 4' x 4' GRID INTEGRAL COLOR CONCRETE {L!GHT SANDBLAST FINS}{) CONCRETE BOLLARDS (21) -AS MANUFACTURED 8¥ WESTERN ART $TON£ SHALL BE MODEL #300-LSB FINISH. NATURAL GREY WITH CUSTOM INSET OF IDENTIFICATION SYMBOLS PER CODE. SUBMIT SHOP DRAWINGS FOR APPROVAL. (12) HANDICAP IDENTIFICATION . ( 9) •VISITOR PARKING IDENTIFICATION VAN OYK£ &.ASSOCIAru I.a n I • '14tfeur11t--. ........ ... ...... CA1111C11 .............. _ UC.HO. REF.°" I BUILDING A \~ . i<~ ..,,..,.. ', ,.. '·.~ .... ~ /. \ C:ONCRETE PICNIC TABLES (3) -AS MANUFACTURED SY WESTERN ART STONE MODEL #SPTC-8 PICNIC TABLE -LSB FINISH NATURAL GREY. FOUNTAIN FOUNTAIN EQUIPMENT LOCATION 15" WIDE CONCRETE PLANTERS; (LIGHT SANDBLAST F!NISH) 15" WIDE CONCRETE RETAINING WALL 15" WIDE CONCRETE CURB (LIGHT SANDBLAST FINISH) HANllllAILS (2) • SYMBOL DETAIi. REF. i LAYOUT NOTES 1. The contractor shall verify all dimensions before starting work and notify the architect of any discrepancies immediately. 2. Reference civil engineer's plan for existing and new site utility infon11ation. Contractor is responsible for locating and maintaining all utilities during construction. 3. Interlocking pavers shall be jupiter paver -color to be determined by architect. As manufactured by Perma Concrete (714) 653-1187. 4. Integral color concrete shall be a 4 lb. mix by Davis. Color to be selected by architect. 5. 4 x 4 tile for fountain shall be as manufactured by Latco. Tile shall be frst-proof and glazed. Color to be determine by architect (see specifications for additional infon11ation). 6. Expansion joints shall be installed at all interfaces of paving/ walls, and as Indicated on pl an. Expansion joints shal 1 be 1/2'' wide with back rod and 1/4" construction joint sealant -sealant shall match pavement color, 7. Concrete finish on benches, retaining wall, stairs, terrace stair, and concrete paving to be light sandblast. R.£CE\'1EO AUG l ~ ,ss1 · CARLSBAD crrY OF: C SERV, OIV, ofl\/ELOI'., !'.RO " . LAYOUT PLAN SCALE: 1•• 30'-o• MISSION WEST PROPERTIES CARLSBAD RESEARCH CENTER LOT 13 I IIHIUT NUIIIKR Of' SHE£TS ... -! 0 CJ ,IU CJ < ..J Q. < ..J ' , ,.\'. ~ .. as G. Yan r,i ., j CUITlflCAT O. NO. 1302 F CAl.\'i .. ,:, I I ,:, " I I I l> 0 () I •. • -- _,-- =-,--') I !\ ·;1 I \~ \ \\ \ I ' ~---·- \ f" i>-NiBP. W-"'U- i"W. ~I .I::,$ Ti"', 18,v --~·---- l'lb-- I I ,. - /17•7 1/'.,__ l_'~ ~ '"<..,"": I BUILDING A flN, A..., ~W.~ 117;\ \ \ I I\ ,, I'! \ ' . ~ ~. ,..--~"""-=---~· u:µJ,,,J • ' ali~ffl:"'!i1"0,;;; 1e.w '1.1 -not,,, :i, 7 1~,1 t, . r1..<11. BUILDING B · PIN. i=L-, $18,'2- /---·· / VAN DYKE &.ASSOCIATES · AIICHrn:c:T 27<11 Fourth Avenu• San~. CA tt100 ,,._ UC:. NO. --tw 22..0 0 GRADING NOTES 1. All area and deck drains shall be connected to storm drain• P.O.C. to be provided by the civil engineer. P.o.c. location shall be as indicated on landscape architects plans. Maximum slope gradient on sub-drainage system to be 5%, minimum slope -1% Submit shop drawings for routing of drainline and techniques to obtain architect's approval prior to construction. Minimum pipe coverage 12" foe Perf. P.V.C. 2. Area drains shall be as manufactured by N.D.S. Inc. Newberry Park, CA (800) 233-2509. Area Drains: 9" x 9"' Grates NOS 980 NOS 1227, NDS 1228 Deck Drains: shall be as manufactured by Josam, Model I 303-35ASF round. LEGEND ~· ii;;c Engineers Grade + /"l,"t.Pspot Elevation . 1'?-lfil ,ZG Top of Curb Grade -rr, ?J.;"I Top of Bench Grade Tf lfo.C Top of Footing Grade 1'N Zi '5(· Top of Wa 11 Grade ~rz,,1t,. High Point (j)O Area Drain @t::,. Deck Drain W'i,tc.f'l Water level Elevation II! tl•!I 6' Perforated Drain line AO'S,.Je>'S at £t¥'4tf..,, (wrap in filter fabric) 0 ' ' . GRADING PLAN SCALE: 1 •• 30'-o• MISSION WEST PROPERTIES CARLSBAD RESEARCH CENTER LOT 13 CHECK!'.O ■Y L-2 OF SHEETS I f l - . ' ,/j•v: . ,-~·} ' 1.,., I CUTIIICA 110. 1302 o, Cl,\.~ ,---- 1 l @0 I I ------· 1::;;1-ll--:::; -------=~ ----->1;:;::;;:.>---:: --------- --------~-------------,, I I \ \ . I ' ' I ' -------' ------\ --~------···" -_., - ' \ \ ~ I . ~-. - --. L I I I I ---- BUILDING 8 ------------------------ JRRIGATION LEGEND ,' ,. ' MOOEL ::--S::°:YM':8':'0""L:--:--=-HANU="-'F:.:.A:.::C::.:TU:.:R::::E:.:R_.:::.D:;;:ES::,:C,::R~IP~Tc,:l.:::.ON::..__~,__-----~-~~:.. ,, 83 EJ 6 0 IIAINBIRD 4" POP-UP SPRAY•lS SEl\li:S 1804-15Q, 1ST, 30 15' I!)~- II\ I\ 6 " 4, @eo .«i e • 4 RAlNHIRD RAINBIRD ·AAINIIIRD RAINBIRD RAINBIRD RAINBiaO RAINBIRD PTPE SIZING LEGEND Slt,! 1/2" 3 /4" 1 r' - 1 114" .1 1/2'; 2" 2 l /2" 3" MAX GPM 4 8 11 20 38 50 70 OVER 70 12" POP•UP SPRAY -15 SERIES. • FIXED SPRAY -12" RISER -12 SERIES 12" POP-UP SPRAY • 12. SEIUF.S 4" POP-UP SPRAY -10 SERIF.$ 12" POP-UP SPRAY• 10 SERIES 12" POP-UP $IDE STRIP SPRAY PRESSURE COMPENSATING FULt CIR.Ctll: BUBBLER$ lSll, 15F 1812-lSQ, 12H, 12F 1812-UQ, 1511, 1211, 15F I·?./ 30 30 lo 180o-10Q•LA, 1011-LA 30 IOF-LA 1812-IOQ-LA; 1011-LA l0 IOF-LA 18l2-15SST 1402 30 30 VAN IJVKE &.ASSOCIATES La 1 h• lx't --- 15' l2. 12' 10' 10' 4"30 .93, 1,23, 1.85, 3.70 .93, 1.85, l .70 1.30, 2.60 .. 65, 1 .. 30, j ... 11 ,39, .79, f.57 ,39, .79, 1,57 1.21 ,5 I BUILDING A '-lloo,,I..,. ---·~ RAHIBIRO RAINBIRD NIBCO SCOTT OR EQUAL IIAINBIRD RA!NBIRD LASCO OR. E(jUAL LAS~O 0:\ EQUAL LAS~O OR E1UP, ------------ REMOTE CONTROL VALVE Wltll PRS QUICK COUPLER CATE VALVE 2 • WATER METER RPA 200 BACKFLOW PREVENTER EFA-CP-PRS 33LRC !SC -lNDEPEt-lOZNT STATION COMPUTER CONTROLLER PVC CL 200 NOM PRESSURE LATERAi, LINE ~V~ CL ES PREPS''RE MA!N LINC c, ~ ' ' " 0 ·o IRRIGATION NOTES l, ALL POP-UP TYPE SPRIN!:LER HEADS INSTALLED IR SHRUB OR GltOUllll COVER Alt!AS S!IALL 8£ INSTALLED so THAT THE TOP or THE SPRINKLER HE.AD rs 2"' ABOVE FINISHED GRADE. 2, ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL 8£ INSTALLED SO THAT THE TOP or THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK Ok CURB. J, ALL SPUNKLER HEADS SHAU H SET PERPEIIOICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE D£6lCNATED ON THE Pl.A.NS. 6. THF; SPRINKLER SYSTD! DESIGN IS BASED ON THE MINIM'Ufi OPERATING PRESSURE AND THE MAXIMUM FLOW Dr.MilND SHOWN ON THE rRRIGATION DRAIIINCS AT POINT OF CONNECTION, Tl!E IRRIGATION CO~TRACTOR SHALL VERIFY WATER PRESSUI\E PRIOR TO CONSTRUCTION, UPORT ANY DIFFERENCE • BETIIEEN TH£ WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRSSSURE READING AT THE IRRIGATION PO[NT OF CONN&CttON TO THE OWNER'S AUTHORIZED REPRESENTATIVE. ~. 120 VOLT ELECTRICAL POYER OUTLET At TH[ Atrl'OHATIC CONTROLLER LOCATLON SHALL !E PROVIDED BY OTHERS. 1T SHALL BE THE B.ESPONSIBILin or THE IJUtlGATlON CONTRACTOR TO MAK? TH! FINAL HOOK-UP FRo-t THE ELECTRICAL OUTLET TO THE AUTCtfATIC CONT~DLLER. 6. ALL PIPING BETIIEEN THE POINT OP CONNECTION AND BACKFLOII PREVENTER SHALL BE OF MATERIALS AND INSTALLATION HETHODS REQUIRED BY TH£ LOCAL CODES. 7 e FINAL LOCATION OF THE AUTrnATIC CONTROLLER AND BACKFLOW ..f.UYENTERS SHALL IE APPROVED BY THE OWNER'S AUTl!ORIZED REPRESEN'IATIVE. B, THIS DESIGN IS OIAGRAHHATIC, ALL PIPING, VALVES, nc. SHOWN 1/ITHIM PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS \/HERE POSSIBLE, AVOID ANY CONFL[CTS &£TWEEN THE SPRimtLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 9. THE IRRIGATION CON'IRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIHlJH PERFORMANCE ANO TO PREVENT OVERSFRAT ONTO WALKS, ROADWAYS, ~0/0R BUILD[NGS AS HUCH AS POSSIBLE. TH!S SHALL INCLUDE SELECTING THE BEST DEGR!:E or ARC TO FIT THE EXISTING SITE CONDITIONS A.NO TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATlNG PRESSURE FOR EACH SYSTDI., 10, DO NOT WILLFULLY !NSTALL THE SPRINKLER SYS'l1:M AS SHOW ON THE DRAWINGS WNEN IT IS OBVIOUS IN THE tIELD THAI OBSTRUCTIONS, GRADE D[FFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT M[GHT NOT HAVE BEEN CONSIDERED IN tHE ENGINEERING, SUCH OBSTRUCtlONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION or THE OWNER'S AUTHORIZED REPRESENTATIVE~ IN THE EVENT THIS NOT[F1CATION IS NOT PERFORMED, THE IRRIGATION COtrrR.ACTOR SHALL ASSUHE FULL R!:SPONSIBlLITY FOR ANY REVISIONS NECESSARY, 11, l2, !J. 0 INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL HALE PIPE THREADS ON ALL SPRI,'ICLER SWING JOINT AND VALVE ASSEMBLIES, IT IS THE RESPOAS!BILlTY OF THE IRRIGATION CON'IRACTOR TO FAHILAIUZE HlHSELF WITH ALL GRADE DIFFERSNCES, LOCATION OF WALLS, RETAININC WALLS, ETC. R! SHALL COOROlNATE HIS WORK WlTH THE .. GENERAL CONTRACTOR AND OTHER SUB-CONSULTANTS FOR THE LOCATION AND THE INSTALLAT[ON OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, tTC. lN AOOlTION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SH0\1N ON THE DRAWINGS, TIIE IRRIGATION CONTRACTOR SHALL BE RESPONSI&L! FOR THE INSTALLATION or ALL CONTROL WIRE SLF.EVES i\ND PIPE SLEEVES or SUF'FlClENT SlZE mmER ALL PAVED AREAS. ALL PIPES A.ND CONTROL WIRE lNSIALL~D UNDER PAVED AREAS SHALL BE INSTALLED lN SLEEVES. 0 0 0 IRRIGATION PLAN SCALE: 1 "• 30'-0" DATI: JOIINUMKII l:>ftAWN IIY CHltC 11:0 IIY SHltltT NUMKII MISSION WEST PROPERTIES L -3 ._ _____________________________ .,._11c:_N_,_u:_, ______ uc._N0_. _________________________ '"1' 1 __________________________ c_A_R_L_s_e .. A_0_R_e_s __ e_A_R..,c_H_c_e~.::.,.~.~:.~,~~~--~,~,,.~.-~"'$,,.._..,,.,,,,,_,.. __ , __ , ... ,_ ....... _,,,..,_,.,,_........,.l_,_~~~""-s =• - - ~ G.V.O,., con,ICATI IIO. 1302. OF CA\.\\ I \(IN _M-"...J 1 11lYo.c I I I!:=f~!J+--f:::!l f~~L-, PC A-ii _______ )/ LEGEND ' • / BUILDING B . :.,Ac:cBR,,_Vc;•:___.:;B::_OT,.:A"N'"I-"'CA""L~Nc:;AHc::E'-----------"'COHH=c::ON::_:N:::;AM:.:F.::_, ________ .,.::Sc:_lZ:::;E::._ __ ..,,:Ro,F.::,:M,.:AR::.:Ko,S:__ _______ _ (:~) ERY CAF 0 EUC SID 0 NER OLE ~ PRU CER ' ''-..__....,' 0 TRI CON 01/AS FIL (~ \__':.'./ . :\._~ WAS ROB ~AGA PET ,,~-r"-<-;.,, ~_,..J, AZA IND ~ .NAN HAR, a::J)PIT ~AR l~JRAP IND ~ T RA J AS j~"< f:,.;t:_~1VIN HAJ ~ DIC ANT ';,':.·.:• TURF .. ' . ER'ITIIRINA CAFFRA EUCALYPTUS SIDEROXYLON 'ROSEA1 NERlll1 OLEANDER 1WIHTF.' PRIJNIIS CERA$ fFF.RA 1KKAUTt:R Vl!SUVllfS' TRISTANIA CONFERT& WASUINCTONIA FlLl'Ff:RA WASIIINGTONIA ROBUSTA AGAPANTIIUS AFR lCANUS 'PP.TER PAN' AZALEA INDICA 'BRfl.LTANT' NANDINA O<Ji£STlCA •nAR1fOR DWARY' PtTTOfil'ORUH TOBIRA VARTF.GATA R.APlllOLEPIS JNDtCA 'CT.AIU.' TRACIIELOSPF.RHUH JASMlNOIDES VlNCA HAJO!l ·PICKSONIA AIITART!CA MARATHON SOD wJ111Lte I ICY KAFFIRBOOM CORAL Rim IRON BARK WIITTE OLEANDElt STANDARD· PURPLE LEAF PL!.i BRISBANE BOX CALIFORNIA FAN PALM HEXICAN FAN PAIJ.: lll!ARF LILY OF THE NILE BRILLlANT AZALEA •IARBOR DW'AR1 NANDTHA VARlECATED PITTOSPORUH DWARF INDIAN HAIITl!ORN STAR JAS,t:NE. PERIWINKLE TAZMAlflAIJ TRF.B FERN BY SOUTHLAND SOD FARMS VAN CM<E &.ASSOCIATES ~•r ,,. ....._ -- UC. NO, 36" BOX 5 GAL 24"' BOX 36" BOX 15 CAL l CAI, 5 GAL 3 CAL 5 GAL 5 GAL LlNBRS FLATS 15 GAi, 9_'-10 1 UT 2: 7'-8' SPREAJ) SIIIGI.F. STAKE 12 1 -1 li' HT x 6 '-7 1 SPRY.AD DOUBLE STAKE i0'-121 -HT K 4 1-5-' SPREAD SINGU STAKF.. 12'-14' 111' K {).'-7 1 SPREAD oounu STAKE 1•-9• 11T ,c 2•-3• SPREAD SINGLE STAKE, 20'-22' UT iJ'R()WN" num; 24 '•26' IIT DROWN TRUNK 15" o.c. 36'" 0 .C, PLANT rn 100% SPECIAL BACKFILL H1K 36" o.c. )6" o.c. 36" o.c. 12" o.c. 12" 0 .c. C, BUILDING A TURF UYDR()SBED HIX GERMINATION RATE )8,2% 14,55% 14,551 9.1% K~NTIJCKY HLUEGRASS PENNFIRK PF.Rf.NN[AL RYE OP.RAV PRRF.NNlAL RYK CR!.-;!PIHG RED fo' ESCUE flYDROSElm AODI1'1VF.S "AND Al'PLICATION RAT'ES HYDR.11'1ULCH IIYDROHOLCII ADl>IT'IVE 11VORCl1ULCII F--ER.Tll.(ZER SEED HIX 1,500 LBS/AC 100 LBS/AC 200 I.RS/AC 7 LRS/1,OOO SF c~ j -, ,, 't---- J "\ ,, J -( ;, J-- -i c, J- C> j-- -( \ <.) SPECTAI, DACKFlI.1. fllX Slfl.1.1. BR: Wl.1.G'RO AZALP.A AND CAMRt.r.tA MlX BY • ..,TL."lL"R El.~tS CO. I - tJ '1- J \o \ - -~ -~ \,o 'j- PLANTING NOTES 2. 3. 4. 5, 6. Contractor shall install jute matting on slopes jute matting shall he green in color. 3:1 or greater - Bark mulch shall be pea size, place 2" layer in all planter beds. Placement of all plants will be reviewed for approval by the land- scape architect on the site, Field adjustments may be required •• Contractor shall notify the landscape architect at the time of delivery of any plant material that is damaged or in poor condition to determine acceptability. The maintenance period will begin only upon acceptance completed planted areas by the landscape architect and presentative. of the owners re- Contractor shall submit an agricultural suitability and fertility analysis of representative soil samples to the. landscape architect prior to any planting work. Planting requirements and soil amend- ment specifications are based on a preliminary analysis of on-site soils. PLANTING PLAN SCALE: 1•• 30'-o• MISSION WEST PROPERTIES CARLSBAD RESEARCH CENTER LOT 13 I DAT& DIIAWN IIY CHIECKIED 11Y 9HIECT NUMKR SHEETS ... jFEE ~HJ<:..---~ ~Fn Pl NE sr~ TF-i:= "Tl=' NAJ L • .'p S,t'-!'S /. 0,J,1, . ' ' ti ' "' 1\ 111 I{\ [1 ~ e SINGLE TREE STAKING l. X ~c,b,LL a SHRUB PLANTING ~ :o'Ll.. ~ REDUCED PRESSURE BACKFLOW PREVENTER ®TREE ,----~ C::,..'?-~ Tr-Ei= i1~. 10 .;:.....ube .-111,J,,;,.,..w., I y------tc.Jl"2i:;" -!, E' ~y &~~!JO~ \r----.+-~(r1tN"."I WHti'1:: p_:...,5iic ""il.i~ ' GUYING ·1-------WAL.L- ,------t--10UNT l"e,r M-"NI': I N5T"f2.. i-------\ '3" Not-1. D~. cio·LDNG ~ EEoP E:Mr 1=,LEC. COf-lPUIT E::L-L-FOF- CONTfZOL-Nl12&;;. ~,Pot-v--1112!?S ,7:\ 1NCOHP1.11, t:1 AUTOMATIC CONTROLLER 2 :-r·:· ... . PL A.~I c . VALVE 13'.Ji( W/ ~- '51Cl'l5 /'G~D 11.' MIN !NUTT MTI1Nl=6 . 'T(FlCN.. 7t:> cur- IBW>v\. I= r, i = [D "i == ~ m llU LET fllT'';t:=:-2--..l.f"-"llr,)<-=aL...L-,,,f -----c.o,./E~ ~•~~• ~--~ v,..i_VE 'y-J/ ~- 1--tN'JCLE r ~ IN L-N,lN '2.1 IN Gf'CUNCXVv'EP,. 1[iffllll2!1iii? ~- !'MIN,4-'MA,)I.. · fQj:Jlll-r~~-_,_, '---P-/C. Fl pi;; "':F.;,"lo ccMFAcra::> ·------, SJ~ ' ~' . 1_ ~O'-~, .,:...c=c::_ __ CNS qjt,IC. i"'r. HIN P5A. G/'<AVEL. ,sl.JMP - @GATE VALVE VAN DYKE 8-ASSOCIATES Landscape Arch11eCture 27◄1 Fourth Avenue Ptanning San Diego, CA-92103 Urban Offi9n 619 294-8484 ARCHITECT UC. NO. \) - "TT"eH'T. . .,.._, 'ej • c' !:., I _, ,z.1-ci i-~· j' -:,' G, ' ~-d ~1-01 1 I .t.:' -~ 2' -:;,~ fl ,, 6 1 -d -;z' -c} 5 I , . 5 -"' '2.' -p,," t'o I d-01 '?:,' ... ::/ 1 I I " r;,1-~~ ~I-.z·! . I 12 ' ,_ , " ,!,; ' 6·0 . ·O ----d Nr"J'2.1i".,;('iG cE,,v ---A,'1. =.. P ~,rr NG-~ r~--;-:;; ?:f ::>-.=: ?~ .-s;:;.:..~:;:: ® DOUBLE TREE STAKING t, -r-/-_,. ' ( . e A'<E9:i.f<E F',CAPe P./C. ..---,----1' MIN., 21 NAX. f'1"..cN f,"'CS a" FIXED I M~E-1"1 E,"-{"!"S . ' ---c;,' PLACSflC fq"-UP H@-0 POP-UP HEAD pJ,:;. L.l>T'= F'>L \.---PJ C SJ-<'R. 1 t=.- .----PLAsrrc ~ ~ H/ l.JZ'.K_..~ e COv9< M~ 'p.c.v''. flNF-H ~f'-Oe, l"-;--'TT-\'--'1..-.-_!--'-'r.---p.t Pl R: l"\'C a:;tl~IN~ p.k; NI Fl'L s (.-GQ-4 (_'>"') ..,___ ~t:, ~Ff".Ff L+MIN),9=1 CN UN Cl511J F<e€P Q<. ':'.1;', ~ cq.1F)>..CTEP =L.- CQ.IPL.JH/; CS•T.) £." HIN 1 ~· i"IM CL~E! • <J MIN. La,.c<;; ---J i=X~SI~ t.,::q:>5. l~I• '---I cu. M. f'R'-. ~a. 'SJMP. EY REMOTE CONTROL VALVE DETAILS © PALM PLANTING f1 MIN I I :r' r,,\l>-X ~ ---, ~ ::f' fi"t= IM~~fiS. f',/:: ~,~-= {...._""G." .1,:,,:, F"'<D) .. 0 --~!: al. FT. c.....~c.q,_=;5 A:s r:Ax.(Hlfi) U----TrlR-=-=::> ~'S? f"'-IS::,-<-. ---c..,"'-IP,"-Cie::i s:::i'L. (":!!.) ~---eft/'-SS E'_!_ s-+c:f<i e,..As Nll=P-E '----FENl'-L..= ~ .,_ ______ p,,c q,.. E..L ,z, t""NN UN=: . E9 QUICK COUPLER r------p.;c ~ .----":,JFE: ELL N r/C ::,::;-" 1:;LL. '•1 ' ,..,."'"",.,. ,,---a, N:LIC, ~-q I :c.ot, PVc. Nlf"F\..E!. P-.JC a....L cp_ I=--' • ~ l..rJE?,-'-L I.JI'! E: • FIXED SHRUB HEAD ' ,--r-~ _,. ·•,1 : .. , --~~ MISSION WEST PROPERTIES CARLSBAD RESEARCH CENTER LOT 13 ., z Q ., > w "' ~ Cl w C DATE r. JOB NUMBER DRAWN BY Q'/,/ /~....!, CHECKED BY SHEET NUMBER L-5 \ \ 0 4: a • r ~ ,, (<-= ~-1<: <t. i 11 I f",=4'::>'· IO,fi e..i, EIJ ' ~ 5-) '1-=i7L1\'.1 I I eJ 0 \ ·i\ j ,,,,. ' ~\ (}' . ~\ .. \ ~' \r~, , \ \ ~ , "-'o . / • 'f'J,. \.:_.V/ ,J .. ~/ .... ,/ ',":',, "/'!: '/' 0 ~ 0 ✓< .. 1 !b 1/ 0 €3"t~.,., 9 reT IOI"! C"11') • 4 t, _,,------,,.-,--.,..,.,,,---___ ----/ ··"'-·- \ COURTYARD ENLARGEMENT C9 Uc;+IT" EN-J~ 1='11'1 , Q:,NC. Pi'<VIW W/ Wt.A-k'i/1 ,4 r ::z'' ~o EY-G~ I I ~ b / A· ---~---- "" CONCRETE PAVING ~ INTERLOCKING PAVERS I ~J7t,~?. . . "' ' " l_lll.Y~~ . ""' .. · ® SECTION AT BANDING E9 CONCRETE CURB • ,....,,..., .... .., ~---,..,... VAN DYKE 8-ASSOCIATES ... • .. •.-;--.,"' ..,..,.,,..,., Lilndsce.peAtchitectur• 27,11 Fourth Avenue •.,,.-.,,.... Planntng San OieQO. CA 82103 • Urban DeCtgn &ti 294-8454 ARCH1T1!CT UC, NO, _;__ c:of.lc:. ~DING, (L.,;,,~ FIN.) 7 .. e-i a caNc. r---v1Ni;t, c>NI.>( ;--r>IN,.:;r"-, p,o,..vrNa- I I 10'.o11 I -<:> 1 i -<> /. :. _, '9 -I I -, -f ...., I I I e FLAG POLES ' fl ··-.. -(cO•-o I 10 1-ci l id-o' ' I I I . ------------- I I I I t-t,-11 t'-0 I :s<::l : I I I I ' • i ' ' I ~o1-o ,I ~"OL..!9<S I I ,... 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