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HomeMy WebLinkAboutDWG 369-4L; PIP 97-12; Carlsbad Oaks Lot 35; 01-13GENERAL NOTES RECLAIMED WATER NOTES LANDSCAPE ARCHITECTURAL WORKING DRAWINGS AND PRIVATE IRRIGATION IMPROVEMENT PLANS FOR SHEET INDEX 2. 3, 4. 6. 7, 9. 10. IL 13. 14. 15. 17. ID 19 20. 22. 24. All WORK c)HAl_l_ BE DO'<E. 1•, NL()Rl!i\NU' WITH---, le CARLS BA[) MiJNl(TAL WA fER DiSTRIC-"9, "(ARLcoBAD RECLAMATION RULE'., & REGULATIONS FOR CONc,TRUCTION ()F RECLAIMED WATER MAIN:Y' lNITE[) OCTBER, 1993 SHEET TITLE PAGE No. TITLE SHEET LANDSCAPE CONSTRUCTION PLANS (1"•20'·0") IRRIGATION PLAN (1"•20'-o") [)R NKING FOUNT Al Ne, SHAL_ BE f'R()TECTE[) FROM SPRAY (Jc RECLAIMED WA ffR Bf:'.-i r MANN,EMENT PRAC:TICE~, ,,HALL 'lE IX:iE[J ro MINIMIZE. RE.CL.AIME[) WATER ENCROACHMENT ON f'UBLI C FACILITIES SUCH AS PICNIC TABLE:';' B'lQ'S, PLl'if(;ROIJND, :,AND TOT L :JTS. ETC BE~;T MANAGEMENT 0'<'.I\CTCES CoHAL.L BE USED TO ELMINATE OR CONTOl TO THE" BE;;T FXT[NT f·'OSSIBLE, F'ONDING, RUt-,-OfT. 0'/E.R SPRAY AND Mb-INC, CARLSBAD OAKS LOT 35 PLANTING PLAN (1"•20'•0") CONSTRUCTION DETAILS PLANTING G IRRIGATION DETAILS HARDSCAPE SPEC! FI CATIONS I 2-3 4-5 6-7 8-9 IO ON-:-)lff CROS:; CONNECTICt-5 BETN[TN RECLhlMED WATER LINE:-, /IN[J r'OTA'lLE WATER l lNFS IS :o-RICTL Y PROHIBITF:D NO '.jUB,oTITJTIONS OF f'IPE MAffRIAL,o Wile BE l',LLOWEJ WITHOU r PRIOR APPRCV[l CF THE CITY (F CARL,'hAD \JIJNICIPl'.I WATC:R JISTRICT /ILi_ ON-'.-ilff PIP[S Srll'.LL HAVE WARNIN(i rAP[ PER C.ARLc,Br\lJ ,JUNICIPAL WA [ER JbTRl(T''.o <'.JI FS AND RE<,UL!dl()NS. TH': IRRIG/1 fl ON SY,~TcMc, :-,HALI RUN BETWEE'J THE HOURS Oc 1()()() PM AND 6:00 SIGNAGE NOTES THE FOLLOWING GUIOELlr~E':i FOl-i THE USE OF RECLAIMED WATER ARE io BE' PERMANENTLY f-'OSH:O INSIDE" THE DOOf! Of !:A01 CONTROLL!:R WHERE THEY ARE [A:i>LT VlSIBLL PI...AGE ON 11.1;2"x Ii' SIZED SIGN, COLOR< PURPLE 8ACKGRCI.l'IO WITH BLAO( i_ETTERll\1:;, CITY OF CARLSBAD, CALIFORNIA t Afk THE FCLLCJWINC, MORNII\C, ('.oPOT IRRIGAT ON U)ULlJ f:)E DONE /IT A DIFF[RE:NT TIMEi L OCEANSIDE w1-·H OUhl.lFIED SIFERVl!/ON P"Rc,ONNEL ON SITEc. PROVID[ ,',MINIMUM '.)f Al LEAST 1B INCHES OF COVER All WIRING AND Plr'INCi NON-PEcjl(iA TED U'.oE ARl:AS SHhLL BE "<:OEC:TE[J FROM COt-.TACT WITfl RECLhlMED WA,TE.R WHE.HER f:\YWINDBLOWN SPRA,Y OR DIRl:C:r /,PPLICATION THROUGH IRRIGhTl()N OR. OTHER UI.ACK OF PROTEC:ION WHETHER BY [TS'GN, CONSrRUC-ION FR;ICV-E OR ;',Y'.'jlEM OPERArlON IS STRICTLY PROHIBITED. IRRl(, ... TION '·ffAD:o SHAL BE REL()(;t,fE[) OR A[),JUSTEl) l"() F"REVENl OVE<'. '.orTAYINCi ON ,-;l[Jf:WALKS, s-REE-CS hNl) '-JON-l)['.jl(;NATff) USE AREAS. I. 2. IRRIGATE BETWEEN T14E HOURS OF IO•OOP.M, ANO 6•00 AM. OSL'I'. WATERIN(l OUTSIDE T!-tlS TIME FRA1,4E MUST BE DONE MANUALL.'I' WITH OUAUFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALLAY ANY TIME BE LEFT U:'IATTENO.ED DJRING USE OL:TSIOE THE NORMAL SCHEDULE. AIRPORT MCCL[LIAN PALOMAR AIRPORT C PROJECT SITE ZECL 11llv'ElJ WATER OU CK. COUl0 LIN(3 V./\L'✓Eh '.-,HA.U. Bf OF A l'(PI:, l)E.cW,Ncl! FO". THE J[-;I: ON REr;LAIMEl! WATFT DISTRIBUTION SY:-jlEMco 1:c,;r'IK[c-; NOT EXCH,",NGA,BLE WITH F·'()lABLE WATER QUI(" U)UF'LER '.-,PIKl:S: rTR. Cf,RL ::,BAD MIJt\ l(_IF' AL WA fER DISTRICT'S RUcE,j i,Nl) REC,I_ILA ll()Ncj 3. IRRIGATE IN A MANNER T1'AT Will. Ml1>.11,41ZE RUN•DFF, POOLING, ANO PON!llNG. THE APPUCATION RATE' SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE AOJUSTEO SO AS TO BE COMPATIBLE: Willi THE LOWl:'.ST SOIi .. INFILTRAnQN RATE PRESENT, THIS PROCEDURE 1,4AY BE FACILITATE!) BY TH( EFFICIENT SCl-<EOUUNG OF THE AUTOMATIC CONTROL CLOCXS, U.E., EMPLOYINf. THE REPEAT FUNCTION TO BREAKUP' THE TOTAL IRRIGAflON TIME INTO CYCLEp THAT WILL PROMOTE: MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEAOS TO ELIMINATE' OV!:'l<SPRAY 0"1TO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL '.JECKS, PRIVATE PATIOS AND LOTS, A.'10 S';'R((TS AN') SIDEWALKS. PALOMAR METER'.:, SHALi_ BE cJIZED BY THE (llY OF CARL,,B.AD MUNICIPhL WhffR DIS rRIC:T AU. IRRl(iA rlON "IPE'.', SHAcL BE :-JTENCILED WITH THE Wl',RNING "NON l·"OThBL[ WATER" ()R "R':C:..AIMEl! WATER", COLOR CODED (F'UfTLc) A,N[) LAID WITH WARNlt-,(, T"rT AN[) ,-;rfNCIIINC, ORIENT'::! TOWARD THE TOF' OF THE TRENCH PER ChRLSBA[J MUNICll'hl WA,Tl:R DISTRICT'oc RULE'.-, /IN[) Zc(ilJL/1 TION'.o. All PCfAf:il.E WATER. AN R.ECLAIMED W/,TE<'. "F·'IN(, :',H/\LL BE INSTA,LLEi) Wini [HE (iffNCII.ING ORIENTED TOWARl! THE TOP Of THE TRENCH. WHl:N A "'0TAF:)LE WATER LINE ANl) RECLAIMED WATER LINE CROSS, H1E RECLAllv'[[) l lNE '.iHPJ_L BE IN'.oTALLED WITHIN /, F'ROTE'.-TIVE cJLEE.Vc. THE SLEEVE SHh" l FXffND 10 FEET FR()M EACH ;-jl[)E, "R01v' THE CENTER LINE OF F'OTABLE LINF, FOR A. TOTAi '.JF 20 FfTT. h 10 FOOT HO".IZONTAL bfPARl'.Tl()N BETWEEN f'(FABLE WATER hNP RE.CL.AIMED WAfER MA.INS MUST Be M/\ NT ... INED A,T hl" TIM['.-; fr![ POTAF:)l.E l-lNE MUbl Be NcAALcffJ !'.BOVE. TH~ RECL,.,,_IME:I) clNE. A, Mlf<IMUM Of 12 INC-ff,, OF VERTICAL '.-iC:PARAfl()N BETWEEN JTILITIEc-' MUST BE MAI\JTAINcD AT All TIMF'., DFVELOPER/CUNTRACFOR C-iHALI. C:()N[)UCT A CROch-CONNECTION TEST AND COVFRACiE ru; r A(-j [JIREUI:[) ':\Y THE '.;ARL'.'oBAD MUNICIPAL WfllER )lc>TRICT ENGI\JEE:R A,ND/OR THE :',."N [JIEGO COUNTY [)EfARlMENT OF ENVIRONMENTAL HEALTH PRIOR, TO .ANY USI: OF n:CL.AIMED \VATR. QUICK CCJUPLIN(; Vi',LVf,-; l,SEr) IN RECU\IME[) WAlEFC: cjy:';lEMcj CJHAL_ CON"O"'.M TO -H[ FOL_OWING RECLAIMED WATER. QUICK counER VALVES USFD IN R.ECLAIM[D WATER ~,Y:')0"EM:-) SHALi_ HAVE ACM~ l1TE n-lREA,DS (SPIKES NOT INTERCliANGEhBL[ WITH POTABLE \V,.,,_ffR QUICK COUF'I.ER ,;PIKES) A'-JD F'URPLE ::OLORED LOCKING COVERS PERMA\JfTI.Y AHhCHFD TO THE Vl'.I.VI: clUICK COUPLIN(i Vr\LVEcj cJH/\L_ BE NELSON NO. 7645, HUNffR NO. HY100A-RI.-I\P (JR APF'R()VEC> EOUAL. AN ANNU/',l CROSc-i cor"NECfl()f,,, IN:PE(TION WILL BE [)()NE BY EITHER C"RLSBAD MU"-ICIP Al WAFR [)lcoTRICf OR ,-,AN DIE(,() COUNTY [7EPARTMENT OF E.'JVIRO'JM[NT "l He.AL TH COr'IES OF IN[oPECTION R[r7 0RT'-, WILL f:)E fORWA".l)E[) TO THE NON- lfsSf'cCTINC:, f'A.R.TY [)E.VEU)f'ER ,+,P,LL '.oHOW rHE I_CJCAflON CF R.C. ,;1c,NS "DO NOT DRINK" ON THESE F'LANS AN ON-c)ITc lhERhUPl:RVlbOR '.-iHALL BE DESl(;NATED IN WRITING THIS INDIVIDUAL SHALL BE FAMIUl',R WITH PI.LJMf:j N(; SYSTEM W'TrlN TliE PROPERTY, WITH THE. BASIC CO,'-JCf:PTl;; OF BLACKFLCJW/CROSS-CONNECTION PROTECTION. AND THE :::iPECIFIC REOUIREM[NTS OF h R.FCLAIMED WhTE<'.. SYSTEM. COF'IES Of THE DESIC,NATICN WITH CONTA,CT PliCi-,,E NUMSERS SHhLL BE f'RO-✓ILJE.l) TO THE b!,N DIEOO COUNTY ENVIRONMl'NTAL -IE.ALTfi hNl) C ... RL:'JB1\l) MlJNICIF'1\L WATER [JJc-,TRl(T IN CA'.:if' OF l:MU'.Ci[NCY CONT,",C NIEL MEDLOCK C<1J (619) 4c,/:\-1770 ("ILL IN) (N.AMc) (TEL.NO.) OR AFTf'R HOUR,, C:UN r AC r ~s=-,",~M~E~· ----(<j) SAME (FII_L ,N) (NAMc) (TE_.NO.) ITEMS NO 7, 1/l, & 21 (7-,t\l L BE ZEQIJIRED JUST f'RIOR -"(_) THE ACTUAL L6E OF RECI.AIMED WA f[R. ffM NO. 21 THE colNhGE F'L_,,,_N :iH.ALL BE f"r\RT OF THl:'c I.P. BUT TliE .ACTUAL s1c;Ns ,\ Ti\G:', WILi_ BE INc>lhLLED JLJ'.-iT PRIOR TO ACTUAi. U'."F OF R.C. WhHT. . ....,. ID "--t;, ";H(JW hLL l"U3LIC & IT. VATE. f·'CT;\BLE WATEs. lv'/\IW, ON IMP".OV':Ml:NT PLANci 4. 5. 6. 7. 8. MONITOR AND MAINTAIN TI1E SYSTEM TO MINIMIZE EOUIPMENT AND MATERIAi.. FAIL.URE. BROKEN SPRlNKLER HEk:)~, U'.:AXS, UNREUA8LE VALVES" ETC. SHOULD BE REPAIRED AS SOON A::i THEY BECOME APPAK[NT. EOIJCATE ALL MAINTENANCE PERSCl'/NEL ON A CONn"l'\JOIJS BASIS OF THE PRESENCE Of RfCLA!MEO WAT[R. PERSONNEL M~ST SE INFOAM:D THAT R,C.WATER IS MEANT.FOR ffil. <vlPOS£ CNLY, AND IS NOT APPROVED FOR DRINKING P..RPOSES:., HAN(), TOCL, WASlilNG, ETC. GIVEN THE HlGH TURNOVER RATE OF EMPLOYEES IN THE LAAOSCAPWG INDUSTRY, IT IS IMPORTAl'/T THIS INFO'l• MATIOH 8£ CXSSEMNATED CX'I AA ALMOST DAIL'!' BASlS. IT lS lW,. THE LANDSCA.Pt: COl'i.TRACTOR WHO I~ R"tSPO!'iSl~L~ FOR B..iLATl.'iG EACH ANO EVERY ONE. OF lC\;R ,\l?~OY ~E~. OBTAIN PRIOR APPl'IOVAL OF ALL PROPOSED Ct«.._>;GES AN'l "ODlf'ICAflONS TO ANY ?i>IVATE ON SITE FAC1ur:t'S. SUCH CHANGl".S MUST BE SUBMITTED TO AND APPROVED BY THE DISTlltCT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH OISTRIC T STANDARDS. ALL RECLAIMED WATER SPRINKLER CONTROLVAlV£S SHALL BE TAGGED WITt-, 10ENTIFICAT:ON TAGS. A. TAGS SHALL BE: WEA™ER~OF PLASTIC ~• X 4• ''\ • I PURPLE IN COLOR WITH THE WOf!DS J'ARN•"/(l B"'CI A1'tlCQ Wl}Tffl•"O 'fQIO"'t-1K"tlllf'f<INTED CJ,j (X';!:: s1oc,A~o ·w1sO -Al;"A ,.,.p, 1"1A • ""0 frc\'f ON THE OTHER SIDE.· IMPAINTING SH E PER1,4ANENT ANO Bl.ACK IN COLOR. USE TAGS AS MANUFACTURED BY T. C!-tRISTY ENTERPRISES OR APFfiOVED EOUAL. ONE TAG SHALL.BE ATTACHED ro EACH VALVE AS FOLLOWS: I, J. ATTACH TO VALVE STEM CXRE:CTI.Y OR WITH PLASTIC TIE·WRAP Qft ATTACH TO SOI..ENOlcl WIRE OtREC'TU' OR WITH A..ASTIC TIE-WRAP 00, ATTACH TO VALVE' COVER WITH D(ISTING VALVE COVER BOLT, ALL SPRINXLER HE.ADS SHAU. BE IOENTIFlEO AS RECLAIMED WATER SPRINKLER Ht.ADS. I. 'Z. VICINITY MAP l~SPECTION PROCEDURES (i,y Cll)l't,,,,,r.,19"' '"lPfttl9n Shorr 11"1(1,,dr: A. Loco1ion ol pip• linu. I:!. Trcnell dtplh, I C. Rrquirrd •'1)orotlon (Horl1onro1, oNi V<rtie-,!ly). 0. Pir-c ia,ntilicorion. ( p,D.c: s) Poinl, ol c,..,_.c;a,s. E. Loeorion Md idcn1llieo1ion o/ ,,,,,n~I., htO!l, SAN DIEGO t F. Warninq si9n1 01 m• ,ile on<f 0111h1 1ru::~, "''-""" r,cloimrd -..oier(lf ,relaill11d woltf f1 ~!rd lo, cons1,...cricn). AA oppro,ol lcrJtr r<QCll'dln9 !ht insotclion o/ .., prolttl tholl be Ob!Oined from the cily und rhr dlst,icl, DOd b" ·orwc:;sro,d 10 Jhe county htollh d•(>Ctlmcnt prio, 10 fiMI i,,sp,c,·o,, -0l)p'O,OI, 0i,trlc1 Fino! lnspecrlo~ !hal1 Include: A.. COYirra1c ru11 alltr t'lmpte!ion ot the '$pt'-11i.ttr 1y-1ttm1to d-.1t1,n1n1 rh, ad'cq1,,,1o(';J ol c:o-,«aq1· Ofl 1-'"lt opptOIJ<d uu· orrQ Qt\d p--n1tc1ion o/ 0"01 not 'l'-O'Ovt-d Y rrceiv,n<J rr.clalm1:d \lfotcr. 8. Wornin9 ,igM ond lobtl,. C. Ouick cau'1(i119 valves. O. Alt o•p•"' ol 1hr :,,igotlo,, c~tlon1 lnduefnq win.lt,1,,,.n spray, ,..,,o11, on4 pondinq. NORTH 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.l. at job site prior 10 installing landscape irrigation system_ Verification shall be made with the appropriate water district All reduced pressure backfiow preventers shall be tested after installation. relocation, or repairs by a City approved certified tester. Call 438 -2722 for a list of City approved certified testers_ Developer/owner is responsible for suppliying a copy of the test results to CMWD, 5950 El Camino Real. The Contractor is responsible for obtaining building and plumbing permits prior to commencing wall construction and Irrigation installation, respectively. EACH AUTOMATIC CONTROLU'.R ANO rrs ASSOCIATED E'OUIPMENT SHALL BE DENTlflEO WIYH A SIGN BEARING THE WORDS "Rl;Cl.All!lf!l WAYER usro FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BLACK LETTERS I-HIGH ON A PURPLE BAC)(GflOUND. THE SIGN SHALL BE PLAf:£0 SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSJNNEL UTILIZING THE (OU!PMENT. E. R<q,;i,1d p,ootction o/ oH ruldN'liol orf(JL F. Requind ~olcc;:tlcn ol ytlls, s:iritanu, rnif'l"\foi,1~ ,re. G. c,ou• coM~Uion. J. AMuol ln1ptctia, 'illoll ~clyde, Irrigation systems for individual parcels shall have points of connection for the systern between the water meter and water service riser into building and ahead of any water regulating device installed for building. 19" WARrtNG RECLAIMED WATER 00 NOT (JfllNK AVISO • Atil.JA L-.,PUl'tA NO TOMAR A COlllpltlt insptction wtich sllould COier par. A and pol! B ond pad 0 BLACK LOGO o/ 1M distrkls final insptcliQn, r PURPLE BACKC:RO:"1D I .. t-' Bl,ACJ< LECTRS DECLARATION OF RESPONSIBLE CHARGE }1r----..;...--......a---,.,.,'!6a:';--;:--;------------,} , 1-0EO.' DEC1 '"IE mAT I N1 LA>O&CAl"E »om:C1' Cf'™< ~RlR N. T. S. ~ ~. Tw.T I MAYE ~ i4lll 0~ OW<ric Ow13tt M: t>EMiM a ll-1& ~ M OP'IEO M eECJ10j ~1"3 Cf' M: !U>tEe6 ~ c.ooE Al-0-'M!: ~ ~ ca-el!TM lllnl ~ &T»o~ WARNING REU.AIMED WATER 00 NOT DR1NK RECLAIMED WATER AVISO·AGUA IMPURA NOTOMAR ~ f Ill ,.., z I IH:8i&TAN:> lW.T M! OECX a-J"'IIO.ECT' ~ AN:> lil"ECFtCA~ r,-,-M! ctTT a CAIi! N'Wl »o 11-E 6.1H PIE60 mMY PE1'.ARTl"BIT OP ~AL 1-£.ALTH IS cafl-,ED TO A REYEIU OLY Al-0 Da=& HOT Jli£1.1Ev!: l'1; Ab~~ Cf'-\li:,t;I(. a l"1l" ~a.~ FOR !"'lll'.U:CT OE&kiH. :r:> e :r:i. e e :r:i. TEL. 619.294,9042 ! FA.X:. 619.194.9028 - --:-r:-:-:. './: i:. . ' l-:1:~==-::.: ' ' . _J n , I! :='""= =-::, IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS TEMP\?0\121 CONNECTION (Cf2ECLAIMED WATER. NOT c CUl/.12ENTL i AVAllA6LE) . I I : NORTfl i 1 3b" . ____.,f . ::..+-r' ---·;,!' 0 ' D . J -. '--'r '\!!.!'ORT R " _ .. ~ -.. · PA.LOMA.It" +----·~ $ LEGEND 8 IRRIGATION POINT OF CONNECTION @ 'DO NOT DRINK' SIGN LOCATION +------· --CITY PoTAl'>L£ WATER MAINS t,oJ Fl~ 1-ffOetlNT r&) DOME511C WAIB<'.METEl</SEINlct -W--OOMEST'IC WA1B1. SEJ2VICE LINE SITE MAP OWNER SOAP (CA) ORS 12-37, INC. C/0 W. P. CAREY, INC. 50ROCK.ERFELI.ERPLAZA NEW YORK, NY mo20 NTS ---112l21GATI0N MAINLINE M BALL VALVES ........ FICIE LOOP C=:J AREA 1Rl<l6ATBJ W/ RECLAIMED WAfER DEVELOPER KELLEY CAPITAL CORPORATION 45m EXECUTIVE DRJVE, PLAlA; SAN DIEGO, CA 9,121 ::t?e>-we,]_]_ _A__ t e 1i e :r-, I:r:i. c . "AS BUil T" ~ 0909 RIO SAN DIEGO DR. JON l. POWl!iJ,. ffS! IZLA"'2(;46 EXP.· 11/99 SUITE 370 II 12 13 4,299 DATE R["1EWEO BY: SAN DIEGO, CA !02 I DB l,..,,f2/e1ds 4,/l,99 - 25. ON RECIAIMEJ WATl'R :oY:oTEMS, /\LL /\f'f'l,RlENANCE::, (SPRINKI_ER HEA[)'.c,, V;\LVE f,()X Ere.) coH .. LL BE. COLOR. CODE[) F'IJRPI_E PER A\W,A (,UIUJI.INES AND '.oECTl()N 404954 Of THF CALIFORNII', HEhLTfl hNl) ;jAFElY CODE. HOSE anss ARE ST"RIC1LY PROHIB\TE.!l. 18" X IB" SIZE .016 ALUMINUM,.a;()ABS PlA~\C OR STICK·ON VINYL SIGNS. ...,....._ I" BO.CK LETTBS Tta,E ~ MAYE 1'EEJ,1 mJ"-'IE) N tU!l6TAlfflAL ~ uml 'Tl-E ~ L.,\IO&CAl'E cor:::a>T !'I..M..11141!\lt ca«R,iAT'Dt f't.J,N, l'll<E ~ ~ ,11-C .AU CO,Otn(;),tt, a N"f"F/0/J.L l'lfi.,lTfD TO ~ ~INSPECTOR DATE 4-12-99 JLP If\ 'AS·SIJILT: WAT!i/{ CQNNECfeO To 8W6.RI(£ METER. //--~ I SHEET II CITY OF CARLSBAD IISHELTSI I PLANNING DEPARTMENT • I3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS IIIN-• ,._, C1 APPROVED: BENCHMARK DESCRIPTION CONC/'?.fJE MONUMENT £.CR./5 LOCATION 500' SOUTH OF INTERSE:CTION OF £L CAMINO REAL AND PALOMAR AIRPORT ROAD RECORD FROM SAN DIEGO COUNTY /..EV!iL''l RS /800-I ELEVATION 2q.; -48 DATUM use+ GS CARLSBAD MUNICIPAL WATER DISTRICT AA:?/4,;, ( 1?4 1 ~'I/ .. _....__.c...<L_ WILL.JAME PLUMME~ DATE DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH t-rA«6,,_,.,,.¾ «;. -8-f'l-fl APPROVED ElY; $1 DATE 2" BLACK LETTERS /)ENEE'N POWell. A'fElletl., INC.. ---FIFit1 T..,__,.Y....LP~l,_,C"'"'A:...:..>,L....._S""'-'--1 G;:,:_.N.;..:.1 ~S .. L~~ ~:e: ~tfl I» '641/ ()(~ f)ll. ~ ADDfiBS 6AN p;F.6), cA 9'1./¢8 e.lGNAI\JRE (ilharze Gf · 'U-45 LICEN5f NO. l),l T{ MTW. (NaH(Dt or - CARLSBAD OAKS LOT35 2885 LOKER AVENUE EAST APPRO~-' c; ft_(~ P~z/_.,tt: -('.,,~ . . ASSISTANT f'L.ANNING OIRE.ClOf\: CATE O'fM 8 Y: I PRO..CCT NO. I ORA "'4NC NO_ OAT( NlU.l D.ll'C NlUL CHKO BY: REVISION DESCRIPTION PIP 97 .. 12. 369-4L ono ,,,,..._ oviJ. OlY Al'fflOV'4 RV,,,O BY: c .... CONSTRUCTION LEGEND EXISTING WALK TO REMAIN ' PARKING/ DRIVE· SEE CIVIL P!ANS l CONCRETE WALK· LT, BROOM FINISH ::@-L-8 4 ACID ETCH CONCRETE PAVEMENT@ I ACCENT WALK PAVEMENT -®: 6 CONCRETE DRIVE PAVEMENT~ 7 ACCENT DRIVE PAVEMEITT@ 8 DRIVE ACCEITTS@ L-8 9 PICNIC TABLE· SEE NOTES 10 BENCH -SEE NOTES NC)T IN CONTRACT II ASH URN -SEE NOTES 12 TRASH CONTAINER· SEE NOTES I) TRASH ENCLOSURE -SEE ARCH, P!ANS I uu r ---~ -- I /,· ..• , , ' , , ' , i 11 ' I ' i I \ I I I \ : I : ' ·. I : '. I ' I ; 1 : I . ' I , I , : I REDWOOD HEADER80ARD -@- FOUNTAIN@@ NOT IN CONCRETE STEPS~ ' I ' ' CONTRAc·r,':: 'i1 16 17 18 STEP HANDRAIL&. @@ NOTIN ENTRY SIGN L-g L-9 ~ CONTRA~-T EX. BUSINESS PARK SIGN TO REMAIN 20 CONCRETE MAINTENANCE WALK JI CURB HEIGHT PALM PLANTER -@- '2 HC RAMP PER CIVIL PLANS l) 6" CUR!! (PLANTER) @ Co ALIGN ALIGN ii, CENTERLINE R RADIUS EQ. EOUAL PA P!ANTING AREA SEE 5HEE1 L-3 FOR CONSrRUCT/ON NOTES ' i ---- ' ' ' . I ' ! I ,, I ! ' i : ' \ I I ' ' ! I' I : \ I I , c\--, I I' ' X \ I ; ; I .. 0 • • •' 6 ,...,. ..... ±__~ ID - O> .. .. ... , .. ', ·'.;_. .. oo --------- -f'C,: I 1---· ... .. 49'-8" 49'·8" '<'ic;,. .. .. 18'-0" 12'-6" "' .. .., 6'-0" • Qo_ -__ o _ _._ PA PA CENTER Sff PS ON DOOR CENTER STEFS ON DOOR / / / / u 5 10 .w ~o 17 .. __ r--·-~--~ • • 0 -w ----w --- h ' 9'-l" I--+ \+-+-'--ii- I • I I • : ' \ \ MEET EX. WAL,; i. I \ I I r,==aa;==-e==;=a=r==,===,=== \9 \ \ PA 2( PA / / / / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PA 12'-O" APPROVED BY: /4 ENGINEERING PLAN CHECKER DATE OIQNOJI OF M)IIO( RE\itSION DESCRIPTION 3 ' I I I ' ' t 3 \ \ \ \ \ MEEf EX ~ALK \ \~ w \ , I UJ HEADER AT EOGr======:\\--~..:.\..__..~-.._ 15',200' \=:i VIEW Z °'-TRIANGLE W : @EA OQNE > \ OF EX 25' LANDSCAPE·----\\ SEfBACK -TYP. 14 \ ' ' I ~ ' ' \ SEE SHEEf L-2 FOR AVDlflONAL , ,, I, . \ , \ LA your INFORMA f!ON FOR DRIVE TURNAROUND AND ENTRY WALKS . EXIT. NO r<f. ' Pl.ANT MAT°L : OVff! IB" ~\"l,C '. I/JG/,/ w,m,N W / VIEW Tl2t4NB.£ 6 , __j I I . "AS 'PcaweI.1 .A..t~l_:lr,r-, .'l"ric:,: . Rct: EXP.· •••• JIO SAX HCO Dl ~rtE :a :n, REV18'1:0 BY: Sii.V NGO.Cl •210• INSPECTOR \ BUil T" OATE DATE I S\iE~ I CITY OF CARLSBAD ~ 3 O!,TI: NllAI. IU I( INI lU!. a 1llOI .41'1'!1 DV Al. CllY ,,,,._<NJ.I.. PLANNING DEPARTMENT CARLSBAD OAKS MJ BY: __ _ CHKO BY: __ _ R V',1,1) B 'I': LOT35 2885 LOKER AVENUE EA ,T PRO.A::CT NO.. PIP 97-12 ORA\lflNC: NO. _369-4L * . -l 'l' ' I i \ I ' ' :, I I ! I I I ' ! ' ! l 1, I ' I I -.. ---- --- I I ' ' ' I 1r--~~sEE SHEET L-'2 MATCH LlNE :,: l'.l ~ 5 @ 8'-0" EACH ~20'-0" --- ~--________. -______...,... 8@ 8'-0" EACH ~40'-0" ------- CENTER TABLES ON SLAB. 1'-9" FR0,'.-1 END -fYF. r a••·r~~-.. ~';.', FA 6'·0" CENTER ON DOOR: I I • ------------ _,......-s--- ----,.............. -.,.......,....- ''1- FA C-0" ,,_ ' 0 -.---· ------- ,-------,-,,,:---------=__.......,,, -------------- i ' ' , , ' , . ' . ' ' ' I I I -- ' I ------------~ .....------------------ ' . ' ' . • ' I ' ' ' ' ' 0 • , ' / • j • I I I :/ :1 :1 I I -----\ NORTH \ I I ALSO SEE SHEET L-2 FOR ADDr1/0NAL LAYOUT INFORMA f/ON FOR DRIVE TURNAROUNC ANO ENTRY WALKS I / , I MriEL~IA/J. TYFICAL I ~ , NECT TO EDGE QF EX SHOVEL CUT SHRUB B D EDGE -TYP. 15' x 200' VIEW TRIANG,E@ ORIVEWA Y EXIT - 7YfiCAL NO fLANTMATER1AL OVER 18" HIGH W!TH!N VIEN TRIANGLE. APPROVED BY: NIA ENGINEERING PLAN EB _J __ ~ 1·• ... .,z_o'-0 .. DJ.TE N'IW. OOQNilll 0£ .._ CHECKER DATE REVISION DESCRIPTION CONSTRUCTION NOTES: ' PICNIC TABLE TO BE '71-6oR BY DUMOR. AVA!L. AT HANSON ASSOCS (714) 218-1616 BENCH TO BE,' LONG -SPECIAL ORDER-'11-R, BY DUMOR, AVAIL. AT HANSON ASSOC$. (7,4) 2,8-1616 J ASH URN TO BE 'AR1;24RM, NATURAL GREY COLOR. LIGHT SANDBLAST FINISH, BY SAN DIEGO PRECAST (619) 449-6810 4 TRASH RECEPTACLE TO BE 'TR27RM, NATURAL GREY COLOR. LIGHT SANDBLAST FINISH. BY SAN DIEGO PRff,AST (619) 449-6810 5 EXISTING TREES, SHRUBS ANO LAWNS WITHIN THE 25' LANDSCAPE SITBACK ALONG PALOMAR AIRPORT ROAD AND LOKER AVENUE ARE TO REMAIN FXCEPT WHERE REMOVAL IS REQUIRED TO CONSTRUCT DRIVEWAYS OR WATl:R LINE. INSTALL TREE PROTECTION FENCING AROUND EXISTING PI.ANTINGS TO REMAIN PRIOR TO STARTING GRADING OPERATIONS AND MAINTAIN IN PLACE UNTIL COMPLETION OF THE PROJECT. DO NOT ALLOW CONSTRUCTION OR STORAGE OF MATERIALS WITH EXISTING PLANTING AREA. RESIT AND REPAIR EXISTING IRRIGATION SYSTEM IMMEDIATELY FOLLOWING GRADING/ DEMOLITION FOR THE DRIVEWAY ENTRANC[S. COORDINATE WITH THE BUSINESS PARK ASSOCIATION FDR MAINTENANCE OF THE PLANTINGS DURING CONSTRUCTION. NOT IN CONTRACT 6 SEE CIVIL ENGINEERING PLANS FOR ALL GRADING G DRAINAGE, 7 SEE CIVIL ENGINEERING PLANS FOR LAYOUT OF PARING. DRIVES AND CURBS ) 6 7 8 9 '° " l] EXISTING WALK TO REMAIN PARKING/ DRIVE -SEE CIVIL PLANS CONCRETE WALK -LT. BROOM FINISH ~ ~ ACID ETCH CONCRETE PAVEMENT@ ACCENT WALK PAVEMENT-@ CONCRETE DRIVE PAVEMENT~ ACCENT DRIVE PAVEMENT@ DRIVE ACCENTS --@- PICNIC TABLE -SEE NOTES NOT I'N CONTRACT EX. BUSINESS PARK SIGN TO REMAIN CONCRITE MAINTENANCE WALK CURB HEIGHT PALM PLANTER --@- HC RAMP PER CIVIL PLANS 6"CURB(PLANTER)--@- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS l'.::>,~--r:a.. :E3'o""""-""el.1.. A..tel.1-or. :i:::in..o. II " IJ '7 18 6b Ci, R EQ. FA BENCH -SEE NOTES l NOT IN ASll URN. SEE NOTES J CONTRAC"J" TRASH CONTAINER -SEE NOTES REDWOOD HEADERBOARD @- FOUNTAIN®® NOT IN CONTRACT CONCRETE STEPS~ STEP HANDRAIL ~ @@ fNTRYSIGN L-9L-9 NOT IN CONTRACT ALIGN ALIGN CENTERLINE RADIUS EOUAL PLANTING AR[A "AS BUil T" . EX?.· DATE Ra'. n •••• klO 'WI bD'CiO Dl WIT( 11 70 REVIEWED BY: I T ■L uuu HO ., ___ .,,_i,1.nn ~-WGO, CJ. -':I I OB INSPECTOR DATE I SHE:; I CITY OF CARLSBAD ~ PLANNING DEPARTh1ENT . 3 CARLSBAD OAKS LOT35 2885 LOKER AVENUE EAST APPRO'vW ";?",,;f"~ R-zl.rr· ASSISTANT P\..N,/NJNG DIRECTOR: OAT[ uv.t< BY: 1 PRC>.l:CT NO. r ORA'MNG NO. 0A TE Nn,J. DJ.IC INITUI. CHKD BY: PIP 97-•2 36•<.)---1 L DTHDI Al'PIIOVAI. arr ~J,/. RVV.U BY: • , 0 --- I I I~ I I I , 11 I I I I - I I I I i I I I i ~ I I I I I I/_ .. ' • I I I I I// I { I I I I r4 I II I II I I I I I I I I I I ~ 'lo ., , I l ~ \ --\ \, t \ ~ ) I I I I I i l I : '" lli.. -_f . -~ 11 'r .. ' • -i:, ' "' .., 2!,.A' ffi fil l'.i- ~ l -. I 1Y1 1 • 1 --., II \~\!{ IL --~\\,, - 1,~ ~ I\ ', , \\.,~- \':~<---"'•" ',\:'- ' \: -"-, '· '•,, ' '\: " ~ '\~~ '¾. ~-'t ~~--. ·-, "' '•, ' \:" , __ ~ ' '-"~, ....... --..:. ffi -......., 'I -~ 'l 7 27 I¼\ ~ @IB] ·,...._'--'--._ ' --. \_ '·,, '··, '-.., ........ '•, ·, '--i~i< '-., ........... '\ , ·,-., ' '·· \ '\", -"'~> .... '·-.....·"" -' ·-....-.·-...... •-, ---' - ., ', ' - NORTH ,,.i .,t '\ .,,t ~1 1''1 .,,t 1't -' ' -'-,, ' ··-...... ...... >< '·,, .. _~,. '·,,'·-... '-.'·-,'-..";:: ·-, __ ''\_:< ....... , '·,, ··;·-..... , -•••-.zo'-o" • w ,-- ' • ' • ----ffi [7TI ~ j I " ~8' r=-~--=~~~~~~ -=" =,A1· ill ,1 tr I I '$< (!') ii7 ~ vl PL 0 u-···~--- 1:x=0 1on ~ l....-~-~~-~~-_,,,-~--MOU~T "',.Jt>.LL-MOUI-.IT COI-JlROLLlol' llJ 6$1 ltrl '□ IT l'(MI 1 f,Q H KV l I Ir TIQl l V7f'dl , J \ 1 14- • \ I I 1'1 \ I I NOTEc ALL LANDSCAPFO AREAS ARE TO BE IRRIGATED WITH RECLAIMED WATER WHEN /T BECOMES AVAILABI.F IN THIS .AREA. ALL IRRIGATION SYSTEM COMl'ONENTS ARE TO BE PURPLE OR MARKED AS RfCLAIMED WATER EQUIPMENT IN (()~HJRMANCE wm, CARLSBAD MUNICIPAL WATER DISTRICT REGULATIONS, AS NOTED ON THE LANDSCAPE WORKING DRAWINGS COVER SHEET NOT!': ALL IRRIG,\TION SLEEVES \HAI.I. Bl' INSTALLED AS FOLLOWS. · INSTALL MAINS. WIRING u LATERALS UNDER VEHICLE PAVING IN SEPARATE SCH 80 PVC Sl,EEVES WITH 30" MIN COVER · INSTALL MAINSG W,,ING UNDER PEDESTRIAN PAVING IN SEPARATE SCH 40 PVC SLEEVES WITH 18" MIN. COVER · l'lSTAI.I. LATERALS UNDER PEDESTRIAN PAVING IN SEPARATE SCH. 40 PVC SLEEVES Will I 12'' MIN COVER E-1 I i I . f---t------t--------111 0 ' 11 I ' 0 .---,-----,-70 ~ o o o o o o o c:i~u: (, ,<?-,<J "" & \, --.0cl ",f'~(,(;, ...... -.. ---_ -1 ~~ 2=---~ E:=:::EJt---/-.:,IDf ID I 11 I k 11 LL d J ( I ' IRRIGATION LEGEND SYM MFGR. MODEL' GPM PSI RAD DEsCRIPTION 0 RAIN BIRD 1800 -8'0 -)9 )0 10' TURF c SHRUB SPRAY. □ RAINBIRD 1800 -8'11 -79 )0 10· TURF[; SHRUB SPIIAY • II! RAINBIRD 1800 -8' VAN VAR JO IO' TURF f; SHRUB SPRAY. • RAINBIRO 1800 -8' F 1_51 JO 10· TURF fi SHRUB SPRAY. tJ) RAINBIRD 1800 ~12'0 .65 JO 12' TURF f; StlRUB SPRAY• 0 RAINBIRD 1800 -12'H I.JO JO 12' TURF[; SHRUB SPRAY• EB RAINBIRD 1800 -12.' VAN VAR JO 12' TURF fi SIIRUB SPRAY• • RAINBIRD 1800 -12.' F 2.60 JO 12' TURF fi StlRUB SPRAY• CJ RAINBIRD 1800-15' EST .61 lO 4' X 15,' TURF G SIIRUB SPRAY• 0 RAINBIRD 1800-15' SST 1.21 JO 4' X JO' TURF G SIIRUB SPRAY• .., RAINBIRD 1800-11' 0 .9J JO 11' TURF f; SIIRUB SPRAY• 'v RAINBIRD 1800-1s' II 1.85 JO 15' TURF G SIIRUB SPRAY• " RAINBIRD 1800-15' VAN VAR JO 15' TURF fi SIIRUB SPRAY• "' RAINBIRD 1800-15,' F J.70 JO 15' TURF G SHRUB SPRAY• 0 RAINBIRD TS-PC-T30-2.o 2.00 45 30· ROTOR HEAD © RAINBIRD TS-PC-TJ0-1.J 1.40 41 )O' ROTOR IIEAD ® RAINBIRD TS-PC-T_10·2.5 2.90 45 30' ROTOR IIEAD ..... RAINBIRD XfRI-BlJG XB20 EMITTER ON XERl·TUBE 700 TUBING $ RAIN BIRD XCZ-075 DRIP CONTROL ZONE UNIT s RAIN BIRD EFB-CP-PRS-8 PRESSURf Rf:GUt.ATING R.C.V, RAINBIRD ESP-32MC aJNW.OUB2 W/ i1A1NGJ-Nf-Ofp ('SEE &El.OW) @ NELSON #11,45 1" (lUICK COUPI.ING VALVE .. WILKl'NS 975XL-2" "RP" TYPE BACKFLOW PREVENTER .... WILKENS 850 SERIES BALL VAI..Vlc -I.INE SIZE PWP Cl. 200 PVC LATERAL LINE -SIZE AS NOTED WITII ,z" COVER(PuRPIE PIPE) --PWP SCI! 40 PVC HAIN LINE -SIZE AS NOTED WITII 18" COVER\ Pu!<PLE PIPE) ~-----PWP -PVC SLEEVE -TWICE LINE SIZE CARRIED WITl!lN ( M1N4')-AI.SO ~----PWP ----- 0 t.11141 •CI..ICIL CL 315 PVC SLEEVE -4,. SEE NOTE A6o'i!' 12-AIN SH<lf OFF· IJI0<./1(1' P>I TOP OF J!,Jll.OING W/>J.-1.-, I , I _:r----~coNTROLLER STATION I \ -t------VAI.VE SIZE -------GALLONS PER MINUTE • TURF l!EAllS TO Bl: ON ◄" POP-UP BODY ('1304) 6" POP-UP ALONG DRIVEWAYS, WALKWAYS ANO TRAFFICKED AREAS. OTIIEflS TO BE PA-BS. ALL HEADS l'IIT~IN 10' OF PECESTl<IAN , PAVEMENTS ARE 7D BE POP-UPS \ \ I ' I ' ~ I • \ ' I·, 'l- 1· t -· .• IJ '!'t '!-f, I \ \ PRESSURE LOSS CALCULATIONS oATE, ,i, /r 6 A e PROJECr, CA/Uh PAO 9'E, ____, .. , ~R.O,W. JOB NO -'17 -12.A'ii HYD. GRADE 700 Jj!-- LOCATION, ~..,~ IU, ELEV. @ P.O C., Lf':?5_ I/ ELEV @ METER, "I)$' 1, PS.I. @ METER, i I 0 ;, ------~ \ 1 IMPORTANT NOTE THE WORK SHOWN ON THE IRRIGATION PLANS IS SCHEMATIC. ALL ITEMS, I.E CONTROLLERS. VALVES. MAINLINES, SLEEVES, WIRES. IHRIGATION HEADS. PIPING, ITC. AHE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DITAIL DRAWINGS AND SPECIEICAT!ONS MAY PROVIDE ADDITIONAL CLARIFICATION OR LOCATION OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE !TIS OBVIOUS THAT THEY ARE IN DIRECT CONFLICT WITH THE UNDERGROUND UTILITIES. STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN OR VEHICULAR SAFITY CONSIDERATIONS. SPRINKLER HEAD LOCATIONS ARE TO BE ADJUSTED FROM THE DIMENSIONS SCALED OFF OF THE DRAWINGS TO PREVENT OVERSPRAY ONTO BUILDINGS. WALKS AND STRUCTURES. NOTIFY TllF. LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN THE PLACEMENT Of PLANT MATERIALS AND IRRIGATION HEADS. AND DISCREPANCIES BETWEEN THE PLANS AND ACl"UAL FIELD CONDITIONS. THE CONTRACTOR AND/OR OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE THE HEALTHY GROWHI OFIBE PLANT MATERIALS. AT NO TIME SHALL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH RESULTS IN RUNOFF OR SOIL SATURATION. APPROVED BY: Iv'. ENGINEERING PLAN CHECKER DATE JLP 1 AS-8/JJLT '-M.41N5. i.4LVES f '1-c.'s PREPARED BY, 61.M ,. CLIENT. 'Vf'A CONTACT· WATFR DISL U>r1,(,S P.,,\C> PHONE NO .. '7_~0 1~13 ,.,,.,,.., CONTACT: ~-~ BACKFLOW PREVENTER LATERAL PIPING LOSSES WAHR METER LOSS MAIN LINE LOSS CONTROL VALVE LOSS GATE/BALL VALVE LOSS HEAD LOSS MISC. LOSS SUllTOTAL FITTlfllG LOSSES SUBTOTAL FROM ABOVE VALVE NO, CHECKED, /? 1• ELEVATION@ VALVE ¾,z ;. G,P.M.@ VAi.VE, ,;;;7__!_1 P.S. I. @ PUMP DISCHARGE: -C- 1'2.,o -~~-NL- 7. !,:, __ c;___ I( 0.'5 // ---- -~~-lp,"t // ,t,,;; r, ----,,; /, ---- ---- %-,'5' I/ X 15%. t, q,<5 /I ----%,5 1• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REQUIRED PS I. @ LAST IIEAIJ ~o ,, T■L. u,.1u.H1n •-W. "Utt.HU •••• al() ~ IIICGO bl. lJITE •70 TOTAL 7"2.o P.S,L BUil T" EXP. _11_Ar9 __ _ R(Vl(V.£0 8Y: I L.f?gc.k INSPECTOR I REQUIRED I'/".- DATE jSHECT]I CITY OF CARLSBAD II SHl££TS I t----+----t-------------------,1----,,----+---+--➔ L.±.]. PLANNING DEPARTMENT · _ 3 t-----+----;------------------+----+---+----+------1 DATE NTW. OOQ/<EDI or..,_ REVISION DESCRIPTION CA It NlUI. llA'l: 11,1111A1. ono .IP!'llov.11. c:m JnflaY>L CARLSBAD OAKS LOT35 2885 LOKER AVENUE EAST ';,ti BY: ---1 I PRO.CCT NO. ORA .... NC_ NO. OiKO BY: PIP 97-12. 369-4L RV,0,0 BY: • f14e,■14.¥ ,,, ' MATCH LlNE SEE $HER L-4 ~ '1-- ~ ~ '1- f -~ "'.:' 1'1 I I I 1~11~1 ~ '1- I --- ,. 1' ' I I ' I~ ,~~ ' j1';.;r,;,d't ~!:I..J' 1 r lt---- 1' I fTII---~ I Ot----- 'lii, f 1ti 'h 1' (D, ' ' ~~ ' II] r II] fit ~ f/__ ~ --- ' ~ .. -... -.... n ' I H ~---.--,--------, ---, ' t=r ~ --.-----,----,-----, ~ 1- [_j d- ~-•· F:: "'1 C, 1 ' "' 14 11'2 fl. I , . .. ,rit t1 "i-[] IT] [] "'t 11 1 \ ,-, I ~ ,, -~ 4 \? f?,, 11 0'? Vt 'l ~ 'j 1 !Vi Wl 't \ ' -/, / -----~·.,./ • • -----~--Oo \ . '· 435 • \, _ ..... ---... --"'· .. 1- -~----·····~ -.....-.,,. ---..... ---;- I --- () 0 PALOMAR AIRPORT" ROAD ----------- -----------1~~141 1%,wil MAINUNe: LoCATE ------ ____ ....-------- J • / 0 0 I I I I I -I I \ \ I ~ NORTH EB 1" .. .zo·~o•· DP-I I° I RRIW\TION. r:ETAI l NOTE ,---------Rb.II,.] e, IF: D 7x, <xPJ""" !ft.1 ta--i l"~q-,.J r'11Tit-.19"" ·-CL -2.t:V 'r,JG LA-~A.L L lt-.J E ~---4' r__.i_ 01'7 ~ -jt/1 "3EloW ",i<ADS: ~--KA.INE'.>IP.D X~--W ><El'-i-l">'h<-1 Ee 1-1~ ( 1.."1\"11) ,1------tt ----l"Al'1e>li"-l:7 X~l-~&E 7.x, Di'\\P 1U~1Ji'., All LANDSCAPED AREAS ARE TO BE IRRIGATED WITH RECLAIMED WATfH WHEN IT BECOMES AV,\11.ABl,c IN TH!S AREA. All. IRRIGATION SYSTEM COM?ON[NTS ARE TO BE PURl'lE OR MAKKHl AS REClAl.'lFD WATER EQUIPMENT IN CONFORM,\NCE WITH CAK'.SBAD MUNICIPAi_ W.UER DISTRICT REG~lATIONS, AS NOTED ON THE LANDSCAPE WORKING DRAWINGS COVER SHEET / I WNW-Al'.-T,q,<: To 8J<9..1Je'.E lf--/TI'6,IE!.lrf c>F ~Tli-1~ ll<:.Rl•..,,t,...n---,1,.] l?\J~it--lo', Wf.J~Ue,llON. >.DJl.l.,,,T ~-r,µe, 1r.:.ia:1,,,,....T101-J H~ tf- t'eN~Ei 1V l-1A1".,,H iJl;:f,J no~ .... h-$T~M':>, (lYMc.,t..L l'!OTfl ~ E'l!V✓ )- BUil T" O 5 10 20 40 Ll~---1 I>-.r...-.-rJL ~C>w-11 .A..-.:ol..:1.c:r. :X~e. ~ 2b45 EXP'.· //-99 ,L.J \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS APPROVED BY: ENGINEERING PLAN CHECKER DATE n I Y■L. UUKNO ,. ... JO(. Ut.UUtll •••• 110 WI !>ICGO Dl !lJfTE •To §AN INf(iO, (A .. ::a I OB DATE INSPECTOR l-4_1_2--99-1~JU'-+-1-'_ As_-su_,_Lr_' MA_,N_i'_"E_s,_vA_Lv_1Es_,M_lf/,_'f_R_s ____ ---t" __ r-_T_1_1 ~ SH£IT5 I CITY OF CARLS BAD ~ ;::=:::::-===:P:::L\:::::::::N:::N:::lN:::G:::::::D:::E:::P:::A:::R:::TM::=EN=T==::::..::~===; DJ.Tr NlW. REVISION OESCRIPilON OMJI A.P!'IIOVAl CARLSBAD OAKS LOT35 288s LOKER AVENUE EAST WW BY: r CHKL' BY: ---1 Rvw:' BY: • PROJECT NO. PIP 97-12 I ORA'MNC NO. _ 369--1L • t--,ec;a ' ' ' I ii/ I I ' /-! i<LL -<j-J_,>-. I ' I I i I I I ' I ~ I I I \ I I \ \ I, • • • '-' -. ~ TQAIN OVER TDPOF WAU TaA1N OVIEIZ TOP OF W4ll ~ N(.-.)RTH o I ,--1 / / 1 •· -.Z(), • -•C:t '' "' io / / / / / 40 5EE 51-JfET I -7 FOR FLANTIN(; /.FGf,ND SEE 5HFFT L·/0 roR PLANTIN(, DETAILS SEE 51-JEET l 7 FOR PLANTIN(, NOTES / 0 ---•.', . ..... -_._:·_; -'' -.......... 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS UNDE/2PlANT 4EDGE ,f A/ZEA BETWEEN HEADEt:! f C/;26 WI GAZAN!fi LEUCOLE.~iU'l!:!,At1--7 -, FQOM Furrs@ 9"0 C \ (6)FE5TUC!!. • _, ,_ • \ (:'.k~"'.---_--:_j,,.--_~~,--. _," :--:-·-::~ \ \ VIEW SETB} K AT ORIVEWA Y :to PLANTINGS OVER 18" WITHIN \ I I 5E/BAC~ \ \ EX. TREE$ TO BE REMOVE\ -TYP SYMBOL \ \ I I \ BLEND INf EX. LAWN \ E \ _ LAWN SHRUBS & riEs TO REMAIN -SEE NC]TES & SFECS ~ w 'w I ,<(- \ \ \ \ \ ' _J I '251 LANDSCAPE MAINTENANCE EASEMENT I AWNe LOKB2 AVE EAST. lANOSCA/JE MAIA{TcNANCE OF Ai2£A IN EASEMfcl/T rs \ 6f 0TIIEt:!5 ( lOC4L MASWZ ASSocrt1TIPM) --BLEND IN1tJ \ t':XISTING L\',WN \ \ \ \_,.-1 \ -i--\t'-~ .... --- ~,-1.-1.-'"-\ . r--~ "\ r,tl' ,rC \ \ APPROVED BY: ENGINEERING PLAN CHECKER I ' .... ' -\ tJjl\\ \ ... ..--... \ \ -....... .;..:.:'...:·,: .... ····•.\, I __. - \_ ~ ~ '•-' - I \ I \ \ \ ' ' \' OATf ··-.. _\ ........ . \ .... L, uu,4.NH .--:..:. 411.U~.tt/i 4-12-99 JLP 'AS-6UJlT'-TREES/JNE CORN~ OF BU)f,_ NTIAL OAT( NlW. E:X. TREES TO BE REMO'~/c:D -TYP_ SYMBOc •••• llO WI: NCO bl SUITE • :.-o ~N Dl"GO,U •21oe I SH(~I 0.1.n: IHllW. 11-N BY: BUil T" 4-IZ 99 £XP. -"ll"--/-'-9_,_9 __ RC-vlEv.EO 8~ l.t::>I~ INSPECTOR CITY OF CARLSBAD PU.NNING DEPARTMENT CARLSBAD OAKS LOT35 2881 LOKtll,,WE:'/UE EAST DATE DATE ~ ~ PRCI.JECT NO. ORA 'MNC NO. OfQHtOI OF ~ REVISION DESCRIPTION O lHOI Al'P1! D VJ.I. ClY ~CYJ,J,. OiKO BY; ___ , RVV.U BY: J.C,9-4L . ------- nui■.U Pt IH--SEE SHEET L-6 ,,, ,, ,~ t!f---- '% • fa '-; <P.----, ,, t: 1~~ ::;.", JI-----,, ... ,...,..,.~ ,,, ✓J.';­,,, ~:~:,1-+-----,,, 'i MATCH LINE -~ .. , ... ----· -----· --·- ' , .. ···-.. ------- E'X TREES, SHRUB5 & GROUND COVER5 TO RE'MAIN · SEE NOTES & SPEC'S I \ . - OM AR AIRPOR1 ROAD PAL ~-~ _____.......... -----~-__,........__. ---------------~- • (;, ,,. , :-: :LAwii ._--·--:: ' .. ' .. _·_ · . . -...... ', '_ .. _ (J)NANOINA 'NANA" ( ) •ESWCA ~ ·-1) FESTUCA (7) NANO/NA - 'NANA' . ,_--... . . • • • I ·_•_' ,_') --:'::-: :;-·. < . .-...-' -------J;f,l'I ' ·:.;' UNOEl2PLANT Hf.06E IN , , . ' ' •, .• Tlll5AQE/\ WIGAZANIA_;L _ _::;';f{,r, ·_-,_., LEUC0/.£4N4 G 9" 0 C : <_:,;' (ENTIQE AREA 8ETWEEN 1-/EAOEI< ~ CUR6) - 1590/. &tiG 'LIi Joi.I-II' M1,1swocr. G. (! l'l" o. c. BLEND INTO EX I.AWN I \ , I / I , RIVEWA Y -NO / I --·iWSETBACK@ P1_ANTIN6S OVER 18" 1 WlfHiN SETBACK I ------'25' LANDSCAPE MAINT€NAN[,£ EASEMENT ALONG LOKEQ AVE fAST t PAWMIIR AIQPDQT il.O. LANOSCAPI': MAINTl'NANCE OF AQEA IN £ASelVl£NT / S BY OmE QS ( LOCAL MA STEil ASSOC!,'lnON). , Ii..._ / PLANTING NOTES • SEE (IVIL ENGINEER'S PLANS FOR I.OCATIONS OF MOUNDING AROUND THE PERIMETER ()F THE SITE. FINE GRADE TO BLEND WITH EXISTING PERIMETER MOUNDS AND PLANTER GRADES. , EXISTING PLANTINGS (LAWN, TREES AND SHRUBS) WITHIN THE 25· LANDSCAPE SETBACKS ALONG PALOMAR AIRPORT ROAD AND LOKER AVE, ARE TO REMAIN EXCEPT AT THE NEW DRIVEWAY ENTRANCES INSTALL TREE PROTECTION FENCING AROUND PLANTINGS TO REMAIN PRIOR TO THE START OF GRADING MA!NTAIN FENCING THROUGHOUT CONSTRUCTION, REPAIR AND RE·ESTABLISM IRRIGATION TO THESE PLANTED AREAS IMMEDIATELY FOLLOWING DEMOLITION FOR THE DRIVEWAY$. COORDINATE MAINTENANCE OF THESE PLANTINGS WITH THE DEVELOPMENT ASSOCIATION. J . ALL NON ·TURF PLANTING LESS THAN 3:1 ARE TO R~CEIVE ,'" WOOD CHIP MULCH FOLLOWING PLANTING. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. PLANT LIST ,.•··Hh\BOL a,orANl<'.:Al NAME .-·· TR.FF. -~ EXISTING TREE· REMOVE • ,:J-~e==::'.:,t--· EXISTING TREE TO REMAIN ... -I'\ ERIOBOTRYA DEFLEXA ----· .~ ERIOBOrRYA DEFLEXA A(ARANDA MIMOSffOI.IA ee-'::::...,-· ___ -=,-,.,.-_-'-CARANPA MIMOSIFOLIA HOENIX DACTYLIFERA INUS HALEPENSIS +-''r"-/' RAPHIOLEPIS 'MAJESTIC BEAUTY' 7-i'--~~,-"'-'c-Tl PU ANA Tl PU <t --TRISTANIA CONFERTA COMMON NAME VARIES VARIES BRONZE LOOUAT BRONZE LOQUAT JACARANDA JACARANDA DATE PALM ALEPPO PINE MAJESTIC BEAUTY STANDARD TIPU TRH BRISBANE BOX s.rzt •s GAL >4" BOX ,{ BOX 24" BOX 16' BTII• rs; GAL >{ BOX 24" BOX 11 GAL I Rf!PAIR IJI/M47 V) ~ei:. lAWN I wo"' SHRUJ VINES ~ ABELIA GRANDIFLORA ABELIA s GAL. j CwEJ1ou£ ro , , _ INS/;1/11.,/TION "-' lf!PIG~TIOA/ SCJPaLYM4IN :::' , I '-J /$ I I~ c:i I --...,J EX.! !REES, SHRUBS & L1~N TO REMAIN , SES NOTES AND SPEC'S @ ACACIA R!;DOLENS 0> @ BUXUS MICROPHYLLA FICUS PUMILA GREWIA CAFFRA JUNIPERUS SABINA "ARCADIA' LIGUSTRUM JAPONICUM 'TEXANUM' MYRTUS COM MUNIS 'COMPACTA' NANDINA DOMF,STICA NANDINA DOMESTICA 'NANA' @ PITTOSPORUM TOSRIA VARIEGATA @ RAPHIOLEPIS INDICA 'CLARA' 11111111111 TRACHELOSPERMUM JASMINOIDIES e VIBURNUM JAPONICUM PER£NNIALS ~ AGAPANTHUS AFRICANUS ~ DIETES BICOLOR • FESTUCA OVINA GLAUCA PHO RM !UM TENAX 'FJREBIRD' nIORM IUM TIN AX 'RUB RUM' ,!i========================f, GROUND COYER\ W/2.F LIMITATION CALCULATIONS e!EDEAA ~EUX 'HAHNSI' T0T'AL LANDSCAPE AREA _______ 52,663 S.F 1DTAL NEW TURF__________ 1,386 $.F NO ,iM&oc -TURF IN 25' MA/NT EASEMENT AiZE/1 __ -2,550 S.F, I 'I , TOTAL Pl2OJECT 7Vfl.F 4-. 836 SF ~ % OF TOT4L LANDSCAPE. _____ _ 9 /8% GAZAN IA LEVCOLEANA DELOSPeRMA I\LSA PROSTRATE ACACIA JAPANESE BOX CREEPING FIG LAVENDAR STARFLOWER HYBRID JUNIPER TEXAS PRIVET DWARF MYRTIE HEAVENLY BAMBOO DWARF HEAVENLY BAMBOO VARIEGATED MOCKORANGE WHITE FLOWERING HAWTHORNE STAR JASMINE JAPANESE VIBURNUM llLYDFTHENILE YELLOW FORTNIGHT LILY BLUE SHEEP FESCUE NEW ZEALAND FLAX NEW ZEALAND FLAX HA~N 's SELF 6QANC!-11NG Ivy MARATHON OR MEDALLJON TRAILING GA2ANIA Wl-ll1c ICl:'.PLANT , GAL. s GAL. , GAL 5GAL. , GAL. ; GAL. I GAL. \ GAL_ 1 GAL, ;GAL. I GAL. I GAL, ;GAL. ,GAL ,GAL. 8" POT I GAL 5 GAL. QUAN )7 5 II 7 •1 ,o " 25 Jo L!J 194 ,o, 9 18 156 136 216 4• " ,Bl 4)0 sz 60 ,6 36 NOTES SEE SPECS FOR MAINTENANCE STANDARDS LOW BRANCH I MULTI STANDARDS MULTI-TRUNK MATCHED STANDARDS STANDARDS STANDARDS HEDGE TIETO WALL HEDGE io.c 2'-6" 0.C 18" O.C. • BLUE FLOWERING 18" 0.C. i,"O.C.• CUTTINGS @ i," 0.C. -i<DOlED SEEDED HYBRID FESCUE FJ<OM FU\TS@ 9" O.C CI/TTINGS@ 1'2"' 0 .C -;~,, 0 • '!,5 • ..::L::.~-\-·;· "AS BU l LT" ~. \ I 42"!-i!GIUMAX.) LANDSCAPE BERMS@ 3 'I MAX. SLOPE CONTOIJR UNES !NOi CATE BE.RM HEl6f-/T ABOVE G/21/0£S S!-IOWN ON CIVIL ENG!NtEJl,'s 0RADING PLAN Gi2AOE SWALES ALON6 SO/.ITII SIDES OF MOUNDS- IN AllEA 8E7WEEN MOIJND! tNSTING PLANTING 717 IZEMAIN IN 25. EASl:MEN~ f 8E7WEEN MOUND$. 00 NOT mw S"TDllM/ /2UNOFF WAIEQ WIii-i MOUNDS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NOftTH EB 1"-~o'-0" 0 S 10 20 40 ,---i___r----~----~ SEE SHEET L·IO FOR PLANT/NG DETAILS APPROVED BY: ENGINEERING PLAN CHECKER DATE ••• • UO WI Dl£GD DI. sum •70 'ilMMGO,U•:ata• 4.12.99 OATE • INSPECTOR l-_4._,1-_9"'~-JL-P-.--'4_5-_6U_'LT_'·_RJU_tmll_N_A_IZE/j-------f---+---t----+---t I SHECT7I CITY OF CARLSBAD ~ ;::===:~===:P:::::LA::::::N:::N:::::lN:::::G:::::::D::E:;:P:'.::A:::ITM:::::::::::ENT::::::::=:=::..::~==~ ll.A T( INl!Ul RE'v1S!ON DESCRIPTION OAT( .. lW. OAT( !NtlUJ.. o no """"ov .1,1. OTT >J'f'fl.oY>J.. CARLSBAD OAKS LOT35 1B8s I.OKER AVENUE EAST -AP-PR=O=-~ ..... ~e:.....,c;.-"'~""'u=-===-----=?-z /-fk ASSIST ANT Pl.ANNING DIRECTOR: DAT[ v.t1 8 Y: CHKO BY: __ _ RVV.O BY: PRO..CCT NO- PIP 97-12 ORA'MNG NO. 369-4L PIP 97-1.z ~AL TO WIDTH OR F'ER PLAN I 1 PlAN CONCRETE PAVEMENT WITH DEF'TH AND FINISH PE.R PAVING SCHEOULE' ?1/8" EXPANSION JOINT PER W @ 20' OC MAX (UNLESS \JlJ SHOWN OTl-iERWISE ON FLAN) TOOLE[) JOINT PER (B\ '87 1" IN TURF AREAS 2" IN SHRUB AREAS SEC;IO~II~~~~~~~~~~~~ :!:;~:~!;! f ~U~B:::D:OTE[) CONCRETE PAVING SCHEDULE PUIN DEFTH COLOR FINISH OTHER NOTES .5YMDnf Gt:: 4" NATURAL GREY LT, BROOM' REINF, FER SOIL ENG'S REPORT 0-: 4" SCOFIELD# C-25 LT, SANDBLAST RE/NF, FER SOIL ENG'S REPORT Gr 4" BLACK BEACH PEBBLES 3/8" -5/8'' DIAMETER -HANDSEED AVAIL_ AT KRC ROCK 619-748-3593 @= 4" NATURAL GREY LT, SANDBLAST RE/NF, FER SOIL ENG'S REPORT G)= 4" NATURAL GREY HEAvY SANDBLAST REINF. PER SOIL EN6'S REPORT ~ 4" NATURAL GREY LT BROOM' RE/NF, FER SOIL ENG'S REPORT o= 'PERPENDICULAR TO FLOW OF TRAFFIC ••M••• _C\A .._;C:.;:O;.;.N;.;;C:.;:RET=.;.;;E;..;;P..;.A;,,;.VE.;..M___.;.EN.,;..T_S_C_H_E_D_UL_E __________ _ ""\.CJ NO SCALE . ' . 6" FINISH GRADE -PLANTER AREA SMOOTH TROWEL FINISH 1/2" RADIUS TOOLED EDGE -TYFICAt, ~---POURED CONC F'LANTER CURB WI 318" TOOLED JOINTS @ 10' OC & 318" EXPANSION JOINTS @40'0,C, MAX ~-FINISH SURFACE -PAVING EXF, Jf, #3 CONT, \ .I '--------COMPACTED SUBGRADE -0 6" PLANTER CURB E i--------- N O SCALE -+-TURF AREA -+-SHRUB AREA --[ USE (1) 2x4FOR STRAIGHT RUNS NOTES, FOR CURVED SECTIONS, USE (2) - 1x4, NAIL @ 2'-0" OC MAX, WI (3) - 5d GAIY BOX NAILS PIN/SH GRADE TWO 8d GALV BOX NAILS PER STAKE 1x3x12" LONG STAKE. CUT TOP@ 45° ANGLE AFTER NAILING 1, ALL WOOD TO BE CONSTRUCTION GRADE RO REDWOOD 2, FOR CURVES OF 6' RADIUS OR LESS. USE (4) 4" BENDERBOARD 0 REDWOOD HEADER 11-----NO SCALE ........... 14 ~- DEEP TOOLED JOINT WI 1/8" R TOOLED EDGES· +-----SPACING FER FLAN OR CONCRETE PAVEMENT SCHEDlXE -CONCRETE PAVEMENT PU: SChED:)I_E ;; ________ , --1/8" R TOOLED ED(,ES ,._,318" PREMOLDEO FEU EXPANSION .)0/NTWITH TEAR- Off CAP -SF AON(, FER PLAN CR CONCREff PAVEMENT SCHEDULE. RE.MOVE CA" l,FTER , ·:-'2 (.'. /(o' -'( CONCRETE CURING ANO PlcL Wi rh ELASTOMER IC SEA[ANT -COi.OR TO MATCH PAVEMENT, SAND TOP OF SEALANT WITH SIL/CA SAND B[FORE SET '11 SECTION sllllaallllaallll@llll@IIII@ '1..;1111§ II II §1111 § 1111'= II" - '7allllaalll/iiaiUII"'' . ' CONCRETE PAVEMENT PER SCHEDULE -0 CONCRETE PAVEMENT JOINTS B i--------- N O SCALE o') -;;- " 3 (i> 18' EW EF-- FIN/s11 GRADE ,,_ g" B" nl~ CAST IN FLACE CONCRETE SIGN WALL. STAIN ALL SIDES WITH SCOFIELD "AVOCADO" STAI/I/, SMOOTH TROWEL FINISH 6" HIGH LETTERS, "BRONZO .<'.EGULAR", TYPEFACE BY T/ilRSf TO BE BRONZE Pl,'I SET INTO CO'ICRETE FACE ----I· d I 1 ____ (3)'3 f/ORIZ., ltJ@l{J"VEQT I• /tJ" HOOKS 1Jt2•oc WI/Ef:E SIGN JOINS BAS£ ALTERNATE 0/{(ECTIONS ~/ 4" YIGH LETTERS, "BRONZO REGULA.<'.•', ~ TYPEFACE BY "fri!RSr' TO BE BRONZE +--',-:'-rl-'-:-"""" PIN SET INTO CONCRETE FACE ---i-1• -I I -Cl) I':'" ., '-I 1: I• I • I , 'I ,I - -I - I _•1 ,_ ,I 1" CHAMFER ALL 4 SIDES CAST IN !'LACE CONCRETE BASE. NATURAL G.<'.EY WITH LIGHT SANDB1 AST FINISH 90% COMPACTED SUBG".ADE CONCRETE "DOTING A!.SO SEE OETA/I_S @ _C). ENTRY SIGNAGE -SECTION ~___::~:.:.,:_:;::.:;:,:.;,:_:,:;;.=_...=,=:.;;.;_:c.:;,:,.: _________ 1'."'.':/2".'."""=".'.""1'-0~" <4) "4 ___/ l 2'-9" l "'1 --------,/, SLOPE GRAOE @ 2% MIN, -TYP_ END CONDITION FLOW 4" PLASTIC A TR/UM GRATE -r----------GREEN IN GROUND COVER, GRfY IN WOOD CHIPS USE GREfN FLAT GRATE IN LAWN AREAS, BRASS FLAT G.<'.A TE IN PAVEMENT 4" PVC COUPLING 4" PVC PIPE AS .<'.EQ'D PVC ELL DRAIN PIPE PER FLANS GRATE AS ABOVE PLANTE.<'. GRADE PVC COUPLING 45° ELL f'VC DRAl'I PIPE -LENGTH AS REO'D DRAIN PIPE PER FLANS IN"( INE CONDITION ~~--~--~-------WYE FITTING -0 LANDSCAPE DRAIN 1 1--------NO SCALE 1 ------------ ADJACENT PLANTER F'OUREO CONCRETE MAINTENANCE WA/_r 1/?" I7REFO'i'.MED l,XPANSIO,'J ,_/()INT CONCi::ETE CURB 1 -!'ARKIN(, PAVE,MENT ' ,;; • • t -. .. . SEE@ FOR MA/NT, WALK COLOR & FINISH 90% COMPACTED SUBGRADE -@ CONCRETE MAINTENANCE WALK Ci--------No SCAt,E PAL'vi T'REE-CEN:ERED ' ' ' ' ,'IOTE: PEBf3LES AVAIL AT KRC ROCK (619) 748-.3:i9.3 FILL WITH I 112" LA YER OF 318"-S/8" MIXED COLOR BEACH PEBBLES PA -WITH BLUE SHEEP'S Fi'SCUE@ 1' OC AND 1112" LA Yf<'. OF 3/8"-518" BLACK Bf'ACH .'TB5LES CONCRETE ACCENT WALK 0'4' \JP~ PALM PLANTER CENTERED ON PLANTER CURB AND WALK JOINT NA T/JRAL GREY CONC,~ETE, SEPARATE FOUR, SfAIN W:Th SCOi'IELD STAIN CO,OR "AVOCADO" SCO'i'.E JOINT 1yp, SEE @ --\ ' L: SCORE JOINT TYPICAL, SEE@ EXPANSION JOINT TYPICAL, SEE@ NATURAL GREY CONCRETE DRIVE, SEE@ NOTE: SEE CONSTRUCTION PLAN, SHEET L-1 & L-2 FOR LOCAnON ACCENT SQUARE PAVING D +----------------------SCALE, 1 "1/2"=1'-0" POSTS@ 7,0" O.C MAX TREAD+ 1'-0" _ @STEPS 1'r0// @-': RAMP FINISH GRADE OF LOWE.<'. SURFACE -----,r 1'-0" 4" .'i'. TYP_@ END POSTS (LINE POSTS 90") 1 112" OD STD, GALV, FIFE: APPLY 1 COAT PRUv/ER MADE FOR GALV, MATERIALS & 2 COATS BLACK ENAMEc PAINT CORE 3" .HOLE IN WALK, STEP OR CURB WHEN POST !5 LOCATED IN PAVING SET "OST WI POR-ROC OR EQUAL NON-SHi?.INK GROUT SURFACE OF RAMP OR STEP NOSING RA/I ING NOTES 1, PROVIDE 1/4" SLIP EXP, JOINTS @ 16' O.C 2-WELD AND GRIND SMOOTH ALL CONNECTIONS, :1_ ALL RAILING TO BE HOT DIP C,,ALV AFTER FABRICATION 4, PIPE TO BE SEAMLESS STEEL - ASTM A53 GRADE B @ PALM PIANTER @ HANDRAIL H -------------------:-SCAU' 3/8"=1'-0" ,,,-----CAST CONCRETE STEP _ _ EG_UAL __ T~AOS _-SEE FL 1 /I_N5 ] ""' '" I "' 0 ' -, 1 · _,,-~-2" BAND OF 1/4" TACTILE GROOVES LOCATED -1" FROM FACE OF RISER PER 5,0, RE6 STD DWG M-26, STAIN WI SCOFIELD "PA TIO TILE" CONCRETE STAIN #4@12" #4@24" ---~- ' J 1 ' -:1' ' --,•'-·II, I' LJ e~C~O~N_:__C;...R_ET_E_S_T_E_P ___ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 112" R -TYP_ NOTE: SEE CONST'WCTION & GRADING PLANS FOR NUMBER AND SIZE OF RISERS A"ID T<'.EADS ' ' APPROVED BY: ENGINEERING PLAN CHECKER DJ.IT IHl!Ul DATE o....NITR or -REVISION DESCRIPTION "AS BUil T" I> -:r.i --:r1. :E3'0,......v-e'l..."l A..-ce:i.1ek-, Ir:a.o. Rct: EXP., DATE . n •••• llO UI 11:lt.D Dl. i.llTE • Fo R[\ll~D SY: , .... L. Uf.JU.ttU .,. ... x. u,.auo• ~If HGfl,U •2,n• . INSPECTOR DATE : SHE~, CITY OF CARLSBAD ~ PLANNING DEPARTMENT . 3 CARLSBAD OAKS LOT35 2885 LOKER AVENUE EAST APPROvtD:& if P-zl-'rr ASSISTANT P\.ANNING DIRECTOR: DATE Dl'rN BY: I PROJECT NO. I ORAMNC /,10. OJ.IT NlUl ;.,. T( INllUl OiKO BY: P_lP 97-12 369-4L O!HOI J.l'l'R OVJ.L CTY AP"110VJ.L RVV.O BY: 7, 29-98 ....... 23'-6" R .---+----~- FOUNTAINPLAN NOT IN CONTRACT 2' x :?' CONCRETE WITH SCOFIELD STAIN 'AVOCADC' (SEPARATE POUR) SET IN FOUNTAIN COP/N(i - SIMILAR TO® SQUARE ACCENT PAVING, SEE SHEET L-S FOR LOCA T!ON CONCRETE DRIVE PAVING, SEE SHEET L ·3 CURB, SEE CONSTRUCTION PLANS ··••-•--SCORE JOINT TYP, A~IGN WITH JOINT IN DRIVEWAY PAVING, SEE @ FOUNTAIN COPING, S:EGULAR GREY CONC, SMOOTH TROWEL FINISH - SEE@ WATER AREA, SE£ @ NOTE: CENTER OF FOUNTAIN IS CENTER OF DRIVEWAY TURNAROUND -SEE CIVIL PLANS FOR LOCA TICN C£j _____-FOUNTAIN COPING, SEE ~ -- :0'-0' 30° 3'-0" ~· ., ,.• -u - FOUNTAIN NOZZLE CONCRETE PEDESTAL, SEE PLAN FOR l.OCAT/ONS, STAIN ENTIRE PEDESTAL, SIDES ANO TOP WITH SCOFIELD "AVOCADO" STAiN, SMOOTH TROWEL FINISH, 1/2" RADIUS AT EDGES FOUNTAIN NOZZLE #RFF BY ROMAN FOUNTAINS 505-828-1904 4" THICK FOUNTAIN COPING, SEE {y"j ~ WATER LEVEL I :·.·/?..,,.'· ._.= (o I'\"' ~ 0 "'.~•-~, ii D "':>~, "'_:• ~-,.,. . ,U ,_ .•• .u ,·· 1, I)'. : ·-·\ ~ ,/ \ r o.'·.·\ '( ,;-_-\ ~ /-_. ·-. r ,;•_.: __ ~ .. ; ·.-:.. '< ,/·.·\ , ~ ~ ; __ ; ,. ; __ ; 0 ,,,_: O.., • : • iJ ;,-',_!? -',.!?,·,- ----<---------••• -· '. . \111 ;fe- m -'Ii \1 .J;, --=-_,ii GUNN/TE FOOL SHELL, SEE @ 90% COMPACTED SUBGRADE, TYP, FOUNTAIN NOZZLE, TYP, NOTE: CONTRACTOR TO SUBMIT FULL SHOP DRAWINGS BEFORE CONST. PEDESTAL SECTION NOT IN CONTRACT 10'-0" ENTRY SIGNAGE -PLAN VIEW CAST IN PLACE CONCRETE SIGN WALL, STAIN Al.I. SIDES WITH SCOFIELD "AVOCADO" STAIN, SMOOTH TROWEL FINISH CAST IN PLACE CONCRETE BASE, NATURAL GREY WITH LIGHT SAN OB LAST FINISH 1" CHAMFER ALL FOUR SIDES AT TOP ~ ALSO SEE OETAILS ~ NOT IN CONTRACT A4,-_.:.,;;..;:.:.:.;.~..:..:.=.;;.;_ _________________________________________ -:l/8::-::,,_-:_1'.""•_o::,,- C 1/2"=1'·0" E 1/2"=1'·0" ,-------------------,--------------CURB, SEE CIVIL PLANS . 'sdj ., ,ti'~~ . : ': _'' ,_: : '' ' . : : . ' . : : . ' .. "' ' " ' .. " . . ""IJ/11 ~1111 •,•:_. •,•' •. ••.•. •'. • -• • .. • .. •-.•:_.•. •: ,·. Ill ~;~1,.· ~--90'!. COMF'ACYED SUBGRADE, TYP. FINISH GRADE OF Pl.ANTER AREA FOUNTAIN JET PEDESTAL, SEE @ FOUNTAIN COPING, SEE (Ji) SURFACE OF WATER REMOVABLE THREADED OVERFLOW PIPE REINFORCED GUNN/TE POOL SHELL WITH WATERPROOFED DARK POOL PLASTER FINISH CONNECT TO SEWER NOTES: (A\ 1. SEE ~ FOR PLAN DIMENSIONS FOUNTAIN COPING, TYPICAL, (C'\ SEE ~ FOUNTAIN NOTES 1. CONTRACTOR TO SUBMIT FULL SHOP DRAWINGS FOR APPROVAL, INCLUDING FOUNTAIN MECHANICAL EQUIPMENT AND STRUCTURAL REQUIREMENTS PRIOR TO CONSTRUCTION. 2. THE DESIGN INTENT FOR THE JETS IS TO HAVE THE SPRAYS FAN OUT AT 90' TO THE POOL WATER SURFACE, WITH THE LONGEST SPRAYS MEETING AT THE CENTER OF THE POOL MAXIMUM POOL DEPTH =12", 3. FOUNTAIN EQUIPMENT TO INCLUDE: VAULT FOR EQUIPMENT BALANCING VALVES FOR JETS PUMP(S)•RfCI/?CUI..ATING SKIMMER(S) SAND FILTER AUTO FILL OVERFLOW DRAIN 4. I.OCATE VAULT IN SHRUB BED TO THE NORTH OF rHE DRIVE. CONFIRM EXACT LOCATION WITH ARCHITECT IN THE FIELD. 5. POOL IS TD 4AVE 6 UA/DEf'WATE/l NICHE LIG!ITS, ONE !? EACI{ JET, POINT/N6 TOWAIW Tlfe CeNT8? OF THe A:!Ol. 4' 6 FOIJNTAIN FILL IS 1D CONNECT 7lJ THE /Rl2!6Al/ON MA.INUNE. 7 CDWOINAlE Wm-{ SITE UGHTING t Sf)VEI? RJq pPWEf? ¢ V4JJLT / OVEIZF4!/I' PWM8JNG ,------~--1/2" RADIUS, TYPICAL ALSO SEE DETAILS 6/;/E'i POOL PlA STER. GUNN/TE F OCL SHELL, SEE ® CTED 90% COMPA SUBGRADE , TYF' 9 FLAN VIEW 10" DIA, LOGO BY OWNER 6" HIGH LETTERS, "BRONZO .REGULAR", TYPEFACE BV T/--/it:ST TO BE BRONZE PIN SET INTO CONCRETE FACE t 4" 3" 4" HIGH LETTERS, "BRONZO F".EGULAR",TYPEFACE BY "TH/RSr' TO BE BRONZE PIN SET INTO CO/•ICRETE FACE -AND-ALL lNT-E-RNATl □NAL CAS1" IN PLACE CONCRE1"E SIGN WALL, STAIN ALL SIDES WITH SCOFIELD "AVOCADO" STAIN. SMOOTH TROWEL FINISH APPROVED BY: N/A t<) 'I- CT) ---- ... 7'-6" F ENTRY SIGNAGE ~ ELEVATION I . ,;!·\ ~;,IJSC~~ _(,. ') , I: ( ,;,; ,owe,, '',;1 i..._ Iv , C. -,,,. 0 :to, .,.J~ ~ §'~,Ho;:,' 0: ,, ~ X:>e~e--e:r.ll.. :E:11',o.weI.1 * . 11,!j& , -1-Jr.'ff-1 * n <l},0-,_ D•• I ~ ~ IT ■L .... ,.u • ., F_ CA~\1i\) ----.~,,c "'·l ... _NJI ENGINEERING PLAN CHECKER DATE 1" CHAMFER ALL FOUR SIDES AT TOP CAST IN PLACE CONCRETE BASE, NATURAL G<'.EY WITH LIGHT SANDBLAST FINISH (E\(E'\ ALSO SEE DETAILS ~ NOTE: CONTRACTOR TO SUBl,,IIT FULL SriOF' DRAWINGS ShOWING FULL F<?.ONTAL VIEW OF SIGN NOT IN CONTRACT "AS BUil T" .A...'i:-1:1.~r. Xr:1-0. RCE EXP'.· •••• IUO WI Dlll.0 Dl llfTI '9YO REVIEWED BY: WI W<.O, Q •3' ID• INSPECTOR 1/2"=1'-0" OAT[ DATE . 2. FOUNTAIN CONTRACTOR TO SUBMIT FUL:. SHOF' DRAWINGS PRIOR TO SUBMITTAL FOUNTAIN SECTION NOT IN CONTRACT NOTE: CONTRACTO,R TO SUBMIT FULL COPING SECTION NOT IN CONTRACT SHOP DRAWINGS BEFORE CONST. I SHE;; I CITY OF CARLSBAD ~ PU.NNING DEPAR.Th1£NT . 3 B -1--..;..;:..:.;;.;.;.;=,;,.,;;.;:..:.;:.;;.::;.;.;_ __ .....;_,;;,_,;;, _________________________ 1_;4""'.""=~l'~-(J' D-+-------------------. 1/2"=1'-0" CARLSBAD OAKS LOT35 APPROVED FOR PLANTING 2885 LOKER AVENUE EAST AND IRRIGATION ONLY, APPROVED £/d 0--z/-f?<f" -,:,;·,,, INCLUDING PRECISE ASSIST ANT PLANNING DIRECTOR: DATT: LOCATION OF PLANTING I Cl'wN SY: I PRO..CCT NO. I DRAWINC 1'10. DAT( a.TVJ. OAT!; N~ l).ll'[ INIJUI. AREAS REVISION DESCRIPTION OiKO BY: PIP q7-I2. [JOQlfUJIO,-ono »'f'flOV>L DTT NIKDYAL R V\loO 9 Y: 369-4L ' • : 1 12"l<1" DIA WIRE COILS------, SxT SCH40 PVC ELL ---U-JI-.,_ WATEXTTGHT CONNECTORS VALVE BOX -INSTALL 1" Ai30VE FINISH GRADE. MARK LID wm, "RC'/' AND STATION II. LlDTO BE: PUl2Plf FOl2 11.EC"41MED WATER. FINISH GRADE PVC MALE ADAf'TER • SPECIFIED LINE SIZE TO VALVE TJ-IREAD SIZE ,-fl--f'VC UNION· SPECIFIED LINE SIZE·5CH ea -,,+--PVC LATERAL -SEE J'L,',N FOR SIZE p,t:._~:10-Ai::!§~°ll'.e-..J BRICK SUJ'J'ORT • FULL PERIMETER 1 CU. FT. CRUSHED GRAVEL ,..._ _____ REMOTE CONTROL VALVE SCH tio PVC CLOSE Nll'PLE -V,',LVE THREAD SIZE f'VC M,',INLINE • SEE Pt.AN FOR SIZE CONTROL WIRES 5,5 fYC SCH 40 f'VC ELL @ REMOTE CONTROL VALVE DETAIL LIO 71) t',\c PUl2Pi£ f012 RECLAIMED WATicR ~(l~f),-----'n1.......-::;;:.-=~s:1R,lll ... Hf!'--BALL VALVE PER LEGEND· LINE SIZE ,---UfHll-""'------.--SCHOO PVC CLOSE Nlf'f'LE \l----10" ROUND V,',LVE BOX f'ER SPEC'S. ll=+1~-.----f'VC UNION·SCH.50 ':1-.-S~CHOO fYC 45° ELLS (4 REO'D.) FLOW \a:--SCHOO f'VC MAINLINE • SIZE PER PL,',N '----BRICK SUPPORT • FULL PERIMETER 1 CU. FT. CRUSHED GR,',VEL \.---SCHOO PVC M,',LE ADAPTER ; LINE SIZE TO VALVE THREAD SIZE ~ DALL VALVE DETAIL ~-------- 3/4"THRDx5x5 PVC TEE __ _,, -FINISH GRADE tO'' ROUND VALVE BOX -MARK LID WITH "QCY'. LIO TD l3E PUl2PL£ F0l2 11.ECL.AIMED WATER Y~.7=;,?li---i~l~au1cK couPLER vALVE f'ER LEGENO 3/4""3" BR.ASS TBE Nlf'PLE >--------1/2"x24" LONG GALV. f'IPE STAKE --------3/4" SCH 00 f'YC STREET ELLS • (2) REGD. ©,-..;,,Q...:UI_C..:..K__;;C....:0....:U..:..P;.;:.L....:ER_V __ A_LV_E_'.. _D_ET-'Al----"L ________ _ OR !3ELOW LOWEST BR,',NCH 12" EQ, 1 PH-------5 OR 15 GAL. TREE ~~;::,'.;:~------(6) • TREE TIES PER SfECIFICA- TIONS. SPACE AS SHOWN. INSTALL f'ER MFR. RECOMMENDATIONS f--------(2) • 2'' DIA_ X 10' LONG TREATED ...J-------l'f'?~~f LODGEPOLE f'INE STAKES. INSTALL EQ. 24" 3' TRUE AND VERTICAL DRIVE INTO · UNDISTURBED SOIL ADJ. TO ROOT BALL. NOTE: FOR 24" BOX TREE. USE 3" DIA. TREE STAKE_ TREE TIE DETAIL "CROSS" TIE BElWEEN STAKE AND TREE AS SHOWN. '---1-1/Z' GALV. ROOFING NAIL @DOUilLE. TREE STAKING DJ):TAIL . flli.llllNl'atllit thZCI - 5f'RAY OR BUBBLER f1E,',D ..---V.I.T. SPRINKLER TIE • (2) REGD -~c. ......-1+--""tb---1/2"x12" SCH 50 f'YC TBE NIPf'LE +------,.#3 REBAR STAKE • 30" LONG •NOTE: FOR SLOPE INSTALLATION. STAKE RISER f'ERf'ENDICULAR TO SLOPE GRADIENT. ~~=-FINISH GRADE i,.--1/Z' THRD COUPLING ""7''---tt----J/2'' M,',RLEX STREET ELLS· (3) REGD ...,,...,__ __ -++----1/2'' SCH 50 PVC TBE Nlf'f'LE -LENGTH AS REGD. ,---fYC LATERAL LINE • SEE f'LAN FOR SIZE 1/2" TJ-IR0.5x5 fYC TEE STAKED SPRAY/IlUTIIlLER HEAD .ON RISER DET1UL 1----f'OP'-UP' ROTOR OR SPRAY HEAD PER LEGEND FINISH GRADE '-----MARLEX STREET ELL' '------TBE SCHBO f'YC NIPf'LE -LENGTH AS REOD. (ff' MIN.) '---<.._.:::c~_J--~-----__J ...__ PVC L,',TEV.L LINE· 5EE PLAN FOR MARLEX STREET ELL TJ-IRDxSxS SCHBO PVC TEE" SIZE "NOTE: SIZE FOR FITTINGS AND NIPPLE SHALL BE Tl,E SAME AS HEAD INLET SIZE. ® POP-UP ROTOR OR SPRAY HEAD DETAIL F----________:_;=---- ,------------FORM 3" WATERING BASIN WITH I ' BACKFILL SOIL MIX y~ BREATJ-IER TUBE(S) FOR 15 GAL. SIZE ANO LARGER, SEE DEiAIL ::>" ----4'--------1, 5, OR 15 GALLON CONTAINER TREE OR SHRUB ,__ ____ ~ 2" MULCH LAYER ------PLANT 50 ROOT BALL IS 1/2"·3/4" ABOVE FINISH GRADE (AFTER BACK· FILL MIX HAS. SETTLED), ffi-----~ PIT BACKFILL MIX PER Sf'ECIFICA· TIONS l \_ l-----FERTILIZER TABLETS f'ER SPEC/Fl· FLJ.N77N3 FIT CATIONS. INSTALL SO THEY TOUCH 'I 2X KCXJT PltLL '\ ROOT BALL 1, 5, & 15 GALLON AND nox CONTAINER PLANTING INSTALL BRE,',THER TUBES ON ALL TREES AND SHRUBS" f'ER THE FOLLO'MNG SCHEDULE: 1 & 5 GALLON NONE 15 GALLON /11 . 3" -' 24" BDX (2) · 3" 36" BOX (2) -4" 4B" BOX (3) • 4" 60'" BOX & LARGER ( 4) -4" B&B PALMS ( 4) • 4" "REQUIREMENT FOR SHRUBS MAY BE OMIT- TED BY '_ANDSC;,ARCH. IF SOIL CONDITIONS f'ERMIT. ROOT BALL '. . . -----NDS SLOTTED GRATE -f'lf'E SIZE . . FINISH GRADE '-'-I'---DUCTTAf'E OVER HOLES WITHIN 6'' OF FINISH GRADE ~---RIGID PERFORATED HANCORE Plf'E SEE SCHEDULE AT LEFT FOR SIZE AtJD NUMBER f'ER f'LANT. ---->-----"DRAINGARD" SOCK __,_ ___ BACKFILL MIX PER SPECIFICATIONS '. • ."----+7 1-'-..i'c..--·-,..1· ---OPTIONAL CONNECTION TO DRAINAGE . 1 .-·· SYSTEM FOR POOR DRAINING SOIL - --'--· · . SEE PLAN. "-----BREATHER TUBE TO EXTEND TO FULL DEf"TH Of FLANTING HOLE @_n_R_E_AT_I_-IE_• R_:.__TU..:..n_. E __ ~ __ D_c_ET.::.:A-=I-=L __________ _ FINISH GRADE ~-----/\NTI-DRAIN V/\LVE TO LOWEST HE/\D Otl CIRCUIT PVC HIPPLE PVC FEMALE 1\01\PTE R PVC LA TERJ\L Ci) ANTI-DRAIN VALVE I }--..:.,_::____:_c ____ _ RAIN SHUT-OFF lf.lSTALLED A60VE TOP =--OF Bl/lLOING WALL PEIZ MAtJUFACTURER's QECOMMENOATIONS z ::;: \ll ' N 1'·6" MIN. J, . rn (I) 3'-0" MIN. / CONTROLLER PER LEGEND • SEE ,_____ MFGR. MANUAL FOR MOUNTING INSTRUCTIONS _L---1?0 VOLT POWER WIRING IN CONDUIT CONTROL AND COMMON WIRES IN COIJl)lll I SECllRf IO W/1LL WALL --;'---2" CONDUIT SWEEP TO OUTSIDE I I -.:-GRADE /r1 UF. DIRECT BURIAL \\/IRES TO / REMOTE CONTROL VALVES .. IN / CONDUIT TO 3' FR01v1 COl✓TROLLER I l NOTE: ALL WIRING SHALL BE INSTALLED l'Elc LOCN. CODES J \VALL MOUNT CONTROLLER -EXTERIOR NO SCALE REDUCED P"'.ESSURE BACKFl()W PREVENTER 'NI GA TE VALVES AND rEsT coc~s ~--SHORT BRASS NIPPLE SHORT BRASS NIPPLE BRASS EU ____ , SHORT BRASS NIPPLE BRASS UNION GATE VALVE f/N/S,'1 GizADE THR.':ADED BRASS RISER 1/AllO COPPl;R P'Pe FRUM MEmll ($CJ/60. /c'.) BRASS ELl ----~ ' ' lt-lSTAl.L 6AC1"..eLOW Pl<EVENTEQ PEQ CARLSMD MUNICIPAL WATEI< DISTlZICT STO DETAIL"' W-'20 1=1111=1111= iiieeiiiiee1ii 1~1111~1111;; ·1111ee1111;;;•· 1;;;' - REDUCED PRESSURE BACKFLOW PREVENTER BRASS Ell SHORT BRASS NITTlE BRAS5 UNION CONC. PAD -6" LARGER THAN UNrr IN All DIRECTION,, -3' hi/CK THREADED BRASS RISER PVC OUTLET PIPE TO SYSTEM MAINS BRAS;, FLl CONC. ,HR UST .BLOC,tS FROND TIE DETAIL -TIE PRIOR 10 PLANTING W/ ORGANIC DE- GRADABLE lWINE. ~.r-'t--PALM TRUNK TO BE SET PLUMB (VERTICAL). WHEN NECESSARY, BRACE OR GUY f'ALM TREES AS DI· RECTED BY THE LANDSC. ARCH. +-+--+---1-----BREATHER TUBES • SEE DETAIL 12'' MINIMUM CLEARANCE---- FINISH GRADE I • · ROOT BALL FOR SIZE AND QUANTITY 2'' LAYER MULCH PER SPEC'S. 3" WATERING BASIN 100'l. SAND BACKFILL PER SPEC'S. ALL BACKFILL TO BE WATER-JETTED DURING PLANTING FOR MAXIMUM STABILITY. 6 11 COMPACTED -• • -■ BACKFILL--------J:si:t•t•·t·,"i'.:.::',J.··,f,ij:,·_ir.,1'?~/,Qc;; ~-FERTILIZER TABLETS -INSTALL 50 THEY ARE TOUCHING ROOT BALL ®,--B_A_L_L_&_B_U_R_L_A_PE_D_P_A_LM_P_L_A_N_T __ I.:...N..:.G..:.D __ E:..:T:.:.::AI=L=----- CUTTING OR CONT,',INER GROWN GROUND COVER fllsNT FER !'LlsNS '---Isl l GROUND COVER TO BE Pl'lsN!ED lsT EQUlsL TRllsNGULAR SFlsCING PER THE ON CENTER SPlsC,NG NOTED IN TH/c l'tlsNf LIST ~0 GnOUND COVEn PU..NTTNG ~--~---NO SCALE r-CURB r 51DEWAi_K I 8" . -. -.. ,--. '. . -. --. -. . '· .. -·- -o.-'\~fii"l~ 24" I I METE.R BOX WI METE<: ~ @)- -PO,ABLE SERVICE LINE VERT!CLE CLEARANCE OF 12" Ml,N/MUM IS MANDATORY WHEN CROSSING f','ITl-1 OF PC,ABLE WATER LINE INSTALLA Ti()N OF RECLAIMED WATER !RR/GA T/CN \{'I/NL/NE 24" FR0,11 FAC[ OF SIDEWALK WILL FROviDE THE NECESSA.RY 10' .'-/ORrZONT,'\L CLEARANCE F.lizOM POTABLE MAINL/N', IN T'-IE STREET. POTABLE SERVICE LINE CROSSING N 1-------_..:..=-=-=-.:...::,__ ______ _ NOSC,ALE "AS BUILT" M -+---------...;__..:...:.:::...:....::.;.;.:.:;:.:..:..._ __ ~-- 1A-:--:F:::;:, F::;:;, R-;::;o-;--;-v ~r: b7· r:to::--::R:--;r::-:-, L-:-11-:-;-N T~1-:--:N-:::G-1.--------------r-.. _ STREET SURFACE (::.i --f'OTABLE MAINLINE -' '?.ECLA/M[D WATER IRRIG. MA!NUNE -- NOTE, SLEEVE ALi_ RECLl'./MED WATER !RR:GA TION PIP[ AND SLEEVES SHALL ,5E PURPLE AND LASELE'J AS ciPECIFED IN: -ci"ANDARD SPECS FOR PRIVATE le:RiGATrON SYS,EM -CAR!.SBAD .'?.EC LAMA TION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MA/Nb-OC :99? APPROVEO BY: N/A AND IRRIGATION ONLY, INCLUDING PRFCISF LOCATION OF PLANTING ENGINEERING PL N CHECKER OATE YlitL "t.lH.ttU PA.X, ilUU.Nll •--•• liO W DIEGO DE. WITI •Yo U ll((i~,(.l .-2 Io• RC£ --- REVIEWED BY: INSPECTOR EXP.· ___ _ DATE DATE 1-----1r---+-----------J---+--J.---L--J: *;§ CITY OF CARLSBAD ~3 ~::=~..'::::====P::LA=:N:;:N:;:l:;::N::G::::D:::::E:::::PA::::R:::-m::::::::::EN:::::::::T===:~~:::::=::::::! CARLSBAD OAKS LOT35 288; LOKER AVfNUE EAST APi'RO'v'£0 ,,,-~'.;;, ----,.,.,....-....::-::........:::..-=-_____ y.ZI-;9( POTABLE MAINLINE CROSSING AS'>lST >.NT PLANNING DIRECTOR: DA TE 0 +----...::...;:..::.;::.:...:.::.:..:.:.::...:::.:~.:::.:.:..:.:::. __ r-D;;:,..;:T{rll----;..,;;;-;;-T\JJ..;-;-il---------------+-----J--4---J--J ~~..,_~B~Y;::: =:_=:_::_:::_::_~::::::::::P~R:;0.:::~:;:C::T=NO.==::,;:::::=::::::~~ OATt: MlW. l)J.lt: IWIIW. O-fl;j) BY: ---I OIU.'MNC N0.1 EJolO><CDI OF~ REVISION DESCRIPTION CT!U IJ'f'W.OV>J. OTY N'f'f«JY>J. R\'IIO BY: PIP 97-1 .2 369-4L .._ _______ __, 72998 97-.2:1 5 SECTION 02250 LANDSCAPE FINISH GRADING • PA.BIJ: GENERAL A( ::; IB 1.01 EXISTING CONDITIONS b·, A. KNOWN UNDERGROUND, SURFACE AND AERIAL trrtLrTY LINES, AND BURIED OBJECTS ARE INDICATED ON TI-1E DRAWINGS. THE COITTRACTDR IS RESPONSIBLE FOR VERIFYING TI-1E LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK ON THE PROJECT B. VERIFY SITE CONDITIONS AND NOTE IRREGULARmES AffECTING WORK OF THIS SECTION. C. DO NOT HOLD OWNER LIABLE fOR EXTRA CHARGES FOR CONDITIONS UNCOVl:RED AND NOT SHOWN OR DESCRIBED INTHE CONTRACT DOCUMENTS, WITHOUT ACCEPTANCE OF LANDSCAPE ARCHITECT. D. BEGINNING WORK OF THIS SECTION MEANS ACCEPTANCE OF EXISTING CONDITIONS. 1.02 PROTECTION A, PROTECT TREES, SHRUBS AND LAWN AREAS TO REMAIN AND OTHER FEATURES REMAINING AS PART Of FINAL LANDSCAPING. 8. PROTECT BENCH MARKS. EXISTING STRUCTURES, FENCES. ROADS, SIDEWALKS. PAVING AND CURBS AGAINST DAMAGE FROM EQUIPMENT AND VEHICULAR TRAFFIC. C. PROTECT AERIAL, SURFACE, OR UNDERGROUND UTILITY LINES OR APPURTENANCES WHICH ARE TO REMAIN. D. PROVIDE ALL NECESSARY BARRICADES E. REPAiR ANY DAMAGE AT NO COSTTO OWNER. F PREVENT SOIL AND DEBRIS FROM ENTERING ANY STREAMS. DITCHES. OR SEWERS. PART 2· PRODUCTS 2 01 SOIL AMENDMENTS A. SOIL AMENDMENTS SHALL BE AS SPECIFIED IN SECTIONS 02945 AND 02950 (OR ON THE DRAWINGS) PART 3: EXECUTJOtl 3.01 ESTABLISH AND IDENTIFY REQUIRED LINES, LEVELS, CONTOURS, ANO DATUM, 3.02 SUBSOIL PREPARATION A. PRIOR TO BEGINNING FINISH GRADING. ASSURE THAT SUBSOIL ELEVATIONS ARE TO A REASONABLE TRUE AND EVEN PLANE AT THE REQUIRED ELEVATIONS, WITH DUE ALLOWANCE FOR SEED AND PLANTING BEDS. B. ADJUST DISCREPANCIES IN ELEVATIONS OF SUBSOIL TO REQUIRED LEVELS, PROFILES AND CONTOURS. MAKE CHANGES IN GRADE GRADUAL. BLEND SLOPES INTO LEVEL AREAS. C, CLEAR SUBGRADE SURFACE OF STONES IN EXCESS Of 1/i INCH, DEBRIS, AND RUBBISH. REMOVE SUBSOIL CONTAMINATED WITH PETROLEUM PRODUCTS. D. CULTIVATE OR SCARIFY SUBGRADE TO A DEPTH AS NOTED IN SECTIONS 02945 AND 02950. (OR ON THE DRAWINGS.) REPEAT CULTIVATION IN AREAS WHERE EQUIPMENT HAS COMPACTED SUBSOIL. E. FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS. SMOOTHLY TRANSITION ALL BREAKS IN GRADES ESTABLISH FINAL DRAINAGE FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE FROM HIGH POINTS TO DRAINAGE OUTLffi OR INLET STRUCTURES. f. FINISH GRADE FOR PLANTER AREAS SHALL BE 2• BELOW SIDEWALK ELEVATIONS. FINISH GRADE FOR LAWN AREAS SHALL BE,• BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS OR PAVING. AT THESE CONDITIONS THE GRADES SHALL BE FLUSH OR NO MORE THAN 1/i" BELOW HARDSCAPING. FINISH GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS. FINISH GRADES SHALL BE ESTABLISHED FROM SUCH POINTS. G. ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINES. ROLL ALL PROPOSED TURF AREAS AND REFLOATTO ELIMINATE DEPRESSIONS. H. ALL FILL AREAS ANO CONSTRUCTED BERMS OR MOUNDS IN FUTURE PLANTING AREAS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 8ot, WITI-1 ALLOWANCE FOR SETTLEMENT. 1. SLOPES 2:1 AND STEEPER SHALL BE RAKED SMOOTH BUT SHALL NOT RECEIVE SOIL AMENDMENT I UNLESS NOTED ON THE PLANS. io3 RESTORATION OF ADJACENT AREAS A. WHERE ADJACENT LAWN OR SURFACE AREAS WITHIN PROJECT SITE, BUT OUTSIDE GRADING LIMITS, ARE DISTURBED AS A RESULT OF BUILDING OPERATIONS OR STORAGE OF MATERIALS UNDER THIS CONTRACT. CLEAN THESE AREAS OF ALL DEBRIS AND RESTORE TO ORIGINAL GRADES AND TO A CONDITION EOUAL OR BETTER THAN ORIGINALLY RECEIVED. ).04 CLEAN-UP nu•._. A. REMOVE EXCESS SOIL FROM SITT. B. LEAVE STQCl(PILE AREAS CLEAN. RAKED AND READY TO RECEIVE LANDSCAPING. C, REMOVE ANY SOIL WHICH MAY HAVE BEEN BROUGHT ONTO PAVED SURFACES BY HAULING AND GRADING OPERATIONS. MAINTENANCE Of GRADES A_ PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP FREE OF TRASH AND DEBRIS. B. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER/ARCHITECT FOR REVIEW, HIS PLAN OF OPERATION FOR ACCOMPLISHING TEMPORARY AND PERMANENT EROSION CONTROL. THE PLAN SHALL INCLUDE SUCH ITEMS AS: C1 1. LOCATION AND CONSTRUCTION Of TEMPORARY BERMS, DIKES. DAMS, DITCHING OR SEDIMENT BASINS. ,. ANY TEMPORARY COVER CROPS PROPOSED. J. PLACEMENT OF PERMANENT EROSION CONTROL FEATURES RELATIVE TO CONSTRUCTION SEQUENCES AND PROGRESS. C. REPAIR AND RE-ESTABLISH GRADES IN SffiLED, ERODED, AND RUTTED AREAS TO SPECIFIED TOLERANCES. END Of SECTION SECTION 02513 CONCRETE WALKS, RAMPS, AND STEPS PART I; !ill!W~ LOI SCOPE A. THIS SECTION INCLUDES PLACING CONCRETE FOR WALKS, RAMPS, AND STEPS AT LOCATIONS SHOWN ON THE DRAWINGS. 1.02 QUALITY ASSURANCE B ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH LOCAL AND STATE CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. C. PROTECT ADJACENT WORK AND MATERIALS. REMOVE ALL RUBBISH AND ACCUMULATED MATERIALS AND LEAVE WORK IN CLEAN, ORDERLY AND ACCEPTABLE CONDITION. D. OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL PLANS BEFORE COMMENCING WORK. E. CONTRACTOR SHALL PROVIDE SAFETY BARRICADES AND FLASHERS AND REQUIRED BY LOCAL CODES. I.OJ MODIFICATIONS AND SAMPLES A DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS AND TO INSURE THE CORRECT ALIGNMENT AND RELATIONSHIP OF THE WORK. AND ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. 8. ALL COLORING MATERIALS SHALL BE AS MANUFACTURED BY L.M. SCOFIELD. CO .. LOS ANGELES, CA: DAVIS COLORS, LOS ANGELES, CA: OR APPROVW EQUAL. C. SAMPLE CONCRETE PANELS OF NOT LESS THAN 6 (SIX) SQUARE FEET ARE TO BE CONSTRUCTED ON SITE AT A LOCATION AS DIRECTED BY TH£ LANDSCAPE ARCHITECT. FOR EACH TYPE OF CONCRETE PAVEMENT SPECIFIED (EXCEPT FOR NATURAL GREY BROOM FINISH). PANELS ARE TO BE POURED, COLORED. AND FINISHED AS DETAILED AND SPECIFIED PANELS MAY BE USED AS A PART OF THE FINAL CONSTRUCTION. If APPROVED. PART 2· Pf!..Qlliim 2.01 MATERIALS A CONCRETE AND THE EQUIPMENT, WORKMANSHIP, AND MATERIALS, INCLUDING ALL SAMPLING AND TESTING SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF SECTION 303-,-OF THE.STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (1991 EDITIONi B. All CONCRETE FOR SITE FLATWORK SHALL BE ,500 PSI MINIMUM STRENGTH AT 30 DAYS WITH ]' SLUMP RANGE .. C. THE FORMS SHALL CONFORM TO TI-1E APPLICABLE REQUIREMENTS OF SECTION 303-5.2 OF THE.STANDARD SPEC!FICATIONS FOR PUBLIC WORKS CONSTRUCTION. (1991 EDITION) D. USE COARSE AGGREGATE CONFORMING TO TI-1E REQUIREMENTS FOR COARSE AGGREGATE AS SPeCIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (1991 EDITION) E. REINFORCING BARS SHALL BE DEFORMED STEEL 8ARS, CONFORMING WITH ASTM A 615, GRADE 40, F. WELDED WIRE MESH SHALL BE PLAIN COLD DRAWN STEEL WIRE FABRIC, ASTM A 185. FURNISH IN FLAT SHEETS. NOT ROLLS, UNLESS APPROVED BY THE LANDSCAPE ARCHITECT. PART J; EXECUTI_Q-"1 3.01 PREPARATION 3.0, A. THE SUBGRADE SHALL BE CONSTRUCTED TRUE TO GRADE AND TO THE CROSS SECTION SHOW~ ON THE DRAWINGS. THE SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 95 PERCENT {MINIMUM). INSTALLATION A. DEPOSIT CONCRETE IN FORMS ON COMPACTED SUBGRADE. B. PROVIDE AND INSTALL J/8" WIDE PREFORMED EXPANSION JOINT MATERIAL IN CONCRETE WALKS AND CURBS AT INTERVALS AS SPECIFIED ON THE PLANS, AT INTERSECTIONS OF CONCRETE WALKS, AND AT INTERSECTIONS WITH OTI-1ER CONCRETE SURFACES, BUILDING FOUNDATIONS AND OTHER FIXED SURFACES. EXPANSION JOINTS ARE TO BE RECESSED 1/z• BELOW THE TOP OF THE FINISHED PAVEMENT SURFACE AND SHALL HAVE TEAR-OFF PLASTIC CAPS TO ALLOW FOR THE INSTALLATION OF ELASTOMER!( SEALANT. C. PROVIDE AND INSTALL 1/ 4" WIDE PREFORMED EXPANSION JOINT MATERIAL AROUND ALL APPURTENANCES SUCH AS MANHOLES. INLffi. lJTILITY POLES,.ETC. THAT FALL WITHIN THE LIMITS OF PORTLAND CEMENT CONCRETE PAVEMENT, SIDEWALK D. LEVEL CONCRETE OFF AND TAMP SUFFICIENTLY TO BRING MORTAR TO THE SURFACE. FINISH OFF WITH A WOOD fLOAT AFTERWARD. E. AFTER FLOATING WALKS AND STEPS. ROUND EDGES WITH AN APPROVED EDGER. SCORE CONCRETE WALKS TRANSVERELY AT INTERVALS NOT EXCEEDING WIDTI-1 OF WALK OR AS SHOWN ON niE DRAWINGS. f. FINISH THE FINAL FINISHES OF CONCRETE FOR WALKS, RAMPS, AND STEPS AFTER FLOATING. FINISHES ARE AS NOTED ON THE PLANS. G PROTECT AND CURE FINISHED CONCRETE PAVING, COMPLYING WITH APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS (GREEN BOOK). USE MEMBRAl'IE FORMING CURING COMPOUND OR APPROVED MOIST CURING METHODS PER MANUFACTURER'S REQUIREMENTS. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR COLORED CONCRETE. H. FURNISH AND INSTALL ELASTOMERIC EXPANSION JOINT SEALANT IN ALL 1/2' WIDE EXPANSION JOINTS. COLOR OF SEALANT IS TO MATCH FINISHED CONCRETE COLOR. SPREAD CLEAN SILICA SAND ON FRESHLY FILLED JOINT SEALANT . I. REPAIR OR REPLACE BROKEN OR DEFECTIVE CONCRETE AS DIRECTED BY THE LANDSCAPE ARCHITECT. J. PROTECT CONCRETE SURFACES FROM DAMAGE UNTIL ACCEPTANCE Of THE WORK. EXCLUDE TRAFFIC FROM PAVEMENTS FOR AT LEAST 14 DAYS AFTER PLACEMENT K. SWEEP CONCRETE PAVEMENT AND WASH FREE OF STAINS, DISCOLORATIONS, DIRT OR OTHER FOREIGN MATERIAL PRIOR TO ACCEPTANCE. END OF SECTION SECTION 02820 FOUNTAIN ( NOT IN CONTRACT) SECTION 01111 TREE P=<O'"ECTION AND REPAIR PART 1-([ENfRAL 1.01 WORK INC,UDED A. FENCING EXISTING TRcES AND SHRCBS TO PROTECT BRANCHES, ROOTS AND TRUNKS FROM CONSTIUICflON DAMAGE. 8 PROTECT ROOT WNES OF EXISTING PLANTS FROM TRENCHING AND COMPACTION CONSTRUCTION. C REPAIR OF MINOR CONSTRUCTION DAMAGE TO EXISTING TREFS AND SHRUBS. D. REf'LACEMENT OF EXISTINC f'LANTS WHICH ARE EXTENSIVELY DAMAGED OR DIE AS A RESULT OF CONSTRUCTION DAMAGE E, MAINTENANCE OfTRIT PROTECTION F. RAISING GRADES UNDER EXISTING TRl·TS G. LOWERING GRADES WITlil~ DRlf' I.IMS OF EXISI ING TREES 1.02 OUA_ITY ASSURANCE A RETAIN THE SERVICES OF A OUALIFIED PROFESSIONAL TREE EXPERT OR NURSERYMAN FOR All REf'AIK WORK PART, _ PRO_[)J,!ill 2.01 MATERI.ALS WI_[;_jj HI ERA.L A MATERIALS FOR FENCING Of TREES AND SI-IIWBS TO BE PROTECTED ARE AT Tl If: CONTRACTOR'S OPTION SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCi llTECT. MINIMUM ACCEPTABLE MATERIALS ARE STANDARD 42'" WOOD ,IND WIRE SNOW FENCE OR WIRE FARM FF.NCE .SUPPORTED BY STIIDDl·l_l STEEL 'T POSTS. 1.01 QUALITY ASSURANCE A All FOUNTAIN CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LOCAL AND STATE CODES. CONTRACTOR SHALL B£ RESPONSIBLE FOR OBT.~INING ALL COUNTY HEALTH AND ANY OTHER REQUIRED PERMITS. B COORDINATE THE INSTALLATION OF EOUIPMENT ANO PIPING WITH THE GENERAL CONTRACTOR AND IRRIGATION CONTRACTOR C. PROTECT ADJACENT WORK AND MATERIAcS. REMOVE All RUBBISH AND ACCUMULATED MATERIALS AND LEAVE WORK AREA CLEAN, ORDERLY AND ACCcPTABLE CONDITION. D. OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL >LANS BEFORE COMMENCING WORK. E ANY EQUIPMENT LIST AND FOUNTAIN SHELL DETAILS SHOWN ON THE PLANS ARE FOR BIDDING PURPOSES o.~cY. THE FOUNTAIN CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL COUNTY AND STATE HEALTH AND BUILDING DEPARTMENT OR OTHER REOUIRED PERMITS. AND CONSTRUCTING THE FOUNTAIN AS REQUIRED TO OBTAIN THESE PERMITS SUBMITTALS A SUBMIT SHOP DRAWINGS SHOWING FOUNTAIN DEPTH, STRUCTURAL CONSTRUCTION .-IND EQUIPMENT SPECIFICATIONS FOR LANDSCAPE ARCHITECTS RcV1£W PRIOR TO CONSTRUCTION g_ SUBMIT-AS-BUILr DRAWINGS OF ALL PIPING ALONG WITH THE COMPLETE EQUIPMENT LIST TO ,HE LANDSCAPE ARCHIHCT AT THE COMPLETION OF THE WORK (. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SERVICE CONNECTIONS FOR SEWER (FOUNTAIN DRAIN), AND ELECTRICAL. WATER IS TO BE CONNECTED TO THE IRRIGATION SYSTEM AS SHOWN ON THE !RRIGATION PcAN. WATE, SUPPLY IS TO BE COLORED PLRPLE FOR RECLAIMED WATf.R 'JSE. PART J-EXECl::-H)N 3.01 PROTECTION A. FENCE cXI\TING TREES AT LOCATIONS AS SHOWN ON THE Pl.ANS 1. INSTALL TRI;(' PROTECTION PRIOR ·:-o THE START OF ANY 0-!"Hl'"R CONSTRUCTION ACTIVITIES, MATEHIAtS DcllVF,Y OR STORAGE ON SITE. 2. MAINTAIN THEE Pi{i)TFCION THROUCI-IOUT PROJFCT CONSTRUCTION ANO UNTIi Rl·MOvAl IS Af'f'f{()VHJ HY l.1\NDSCAPE ARCHITECT, B. PROTECT ROOT ZOI\I'\ OF EX:STII\C TREES TO lll'MAIN FROM COMPACTION DURING C(JNSTRUCTION 1 CONSTRUCTION VICIIIClES AND/OR CONSTRUCTION WORKERS VEl"ICI.E f'ARK!NG AND SITlRMiE OF CONSTRIJ(TION MATEf<IALS I\ NOT Pi'RMITTED INSIDE THE DR:P LINE (SPREAD Of !%\NCIIES) OF TREES TO KLMAIN. 2. CON\mUCTION ROADS SHAU. NOT PASS BENEATH THE DRIP LINE OF TREES TO REMAIN UN'.ESS APf'R()Vl'Q BY ENGINEER1AR(IIITECf. C MAINTE:iAI\G-: OF TKtf:S AND PLANTS TO Rl'MAIN DURING THE CONSTRIJCTION PERIOD. 1 IN ADDITION TO LIMITING TRAFFIC AND WORK IN TIIE ROOT ZONE AREAS THE CONTRACTOR IS TO WAlcR ANO FFRTILIZE PLANTS TO REMAIN ON A REGULAR BASIS. 2. rnHJIJENCY AND DURATION OF WATERING VARIES BY SEASON, BUT IS TO BE SUFFICIENT TO PREVENT D~OUCHT STRESS AND THE DECLINE OF TIii' PLA~T(S) J. IF EXISTING IRRIGATION SYSTEMS ARE IN PLACE IN TrlE AREA OF PLANTS TO REMAIN PRIOR TO CONS'RUCTION, EVEHY EFFORT SriAlL BE TAKEN TO MAINTAIN THE SYSTEM IN WORKING CONDITION. THIS INCLUDES THE CONSTRUCTION OF TEMPORARY ON-GRADE SUPPLY LINES TO REPI.ACE LINES DAMACED OR REMOVED DURING CONSTRUGION IF NO IR~IGATION SYSTEM IS AVAIi.ABLE, PLANTS ARE TO BE HAND WATERED. i.o, POOL WALLS 4 Pl ANTS TO REMAIN ARE TO 8E l'l'RTILIZED WITH A 16-6-8 f£RTII.IZER AT THE EQUIVALENT RATE OF I l'OUNDS PER 1,000 SOLAfU-: FEET AT THE BEGINNING OF CONSTRUCTION IN AND A,OUND Tiff. "IANT\, t,Ncl EVERY TWO MONTI I\ Tl ll'REAFTER FOR T~E DIHATION OF THE PROJECT. A FOUNTAIN SHA,L BE CONSTRUCTED OF GUNITE CONCRETE WALLS W!TH A POUR-IN-PL~CE OR GUNITE CONCRE:E FLOOR. EXTERIOR FINISHfS ARE AS NOTED ON THE DRAWINGS. 8. INTERIOR WATERPROOFING BELOW THE WATERLINE SHALL BE POOL PLASTER. PLASTER SHALL BE AS NOTED ON THE PLANS. C TILE FOR SCUM BAND AND OTHER DECORATIVE AREAS SHALL BE NOTED ON THE PLANS. J 02 TriENG;ING A. TRtNCIIING NFAR EXISTING TREES AND SHRUBS TO f(EMAIN S!1ALL MFETTHc FOLLOWING MINl:--tUM 01\TA~CES FROM THE BASE OF TIie PLANT: 1 LESS THAN 6' TRU~K DIAMETER G' -1/' TRUNK DIAMETEf! C;lff/dFR '"HAN 1,'' TfW,K DIAMl:Trn (1' MIN, 12' MIN 1(, MIN. 1 02 MECHANICAL SYSTEMS B lf\i:NCIIIN(, CLOSER TO TREi'\ AND SHIWRS THAN SHOWN ABOVE SIik! BE APPROVED BY THE lAt-<DS(Af'E AHU IITl;CT rn:oR TO T:{[N(l:ING A. All FOUNTAIN PIPING, SCH. 40 PVC. OR SCH, 40 COPPER B CHLORINA TOR, SOLID TYPE (. FILTERS, CANNISTER TYPc fl, PUMh: SINGLE PHASE MOUNTED FOR THE GENERAl CIRCULATION AND FILTER SYSTEM. HORSEPOWER REQUIREMENTS TO BE DETERMINED BY THE CONTRACTOR BASED ON JET PERFORMANCE AS NOTED ON THE PLANS 3.03 TREE AND SHl{l:H Rl'PA:R A. REMOVE ANY Ri<ANCHES WHICH Alff DAMAGED OR DIE AS A RESULT OF CONSTRUCTION B MAKE All Cills RACK -o ,I BUD, BfZANCci 011 MAIN TRUNK C. M,\KE All CUTS FLll\11. l.l'AVING NO STUGS. D, TREES 3RUISED OR SCAREIJ DURING CONSTRUCTION SIIAI.L HAVE THE INJURED CAMBIIJ:-11.AYl'R TRA(rn BACK TO LIVING TISSIIE A~fl RF MOVED. PART,-EXE_C.UI!ON E SMOOTH AND SHAPE Al. .. WOUNDS SO AS NOT TO l{ETAIN WATE'l 3.01 CONTROLS A l'OUNTAINS SHALL HAVE AUTOMATIC WATER LEVEL CONTROL. WATER SUPPc'/ FOIi. FOUNTAIN IS RECLAIMED WITTEi< FROM H/.i21GATIDN MAINllNE. B FOUNTAIN PUMP: CONTROll.EIJ RY A SEPARATE TIMER LOCATED IN THE BUILDING ELECTRICAL ROOM, C FOUNTAIN l'ILTER AND RETURN SYSTEM, CONTROLLED BY A TIMER LOCATED IN THE BUILDING ElECTfUCAl ROOM 0 FOUNTAIN LIGHTS SHALL BE CONTROLLED BY A PHOTOCHI._ WITII A TIMER OVERRIDE (PHOTOCtcl ON, TWER OFF). TIii' TIMER Si1ALL BE LOCATED IN THE BUILDING ELECTRICAL ROOM MOUNT PHOTOCELL ON ADJACENT BUILDING ROOF E All. llTMS MAY Bl-: CONTH(ll.l.E:"l llY A SINCLE TIMER, PROVIDED THAT IT HAS SEPARATE CONTfWlS FOR EACH C[f(CUIT rREE AND SHfWB 11f"f'I ACEME'lT A. REf'lACc ANY EXISTING Pl.ANTS S(IIWU:.rn TO REMAIN WHICH ARE EXTENSIVFLY DA~AGED IN THE OPINION OI.-A U:RTI FIED ARBO RIST sue I A\ TO CHANGE THE NATURAL clABIT OR SIIAPI.-OF THE PLANT: 01( WI IICI .-Ill!; AS A RESULT OF CO'lSllWCTION DAMAGE '-IU'Pl.,\(E IN SIZE AN'.J KIND .ANY PLA'lTS / AND LESS IN DIAMETER MEASURED 6" ABOVE THE 3ASE. 2. REPLACE Pl.ANTS LARCER THAN f IN DIAMETER WITH PLANTS OF TIIE SAME KIND HAVING A MINIMUM DIAMETEH OF { ~EASUf!ED ABOVE TIIE RASE. J, REPLACEMcN'~S SI !All 8E PLANTED AS SPEClfll'IJ I~ SECTION 02')\0 END OF SECTION J.02 INSTALi.Ali ON "AS BUILT" ).OJ A INSTALL ,ILi. MATERIALS IN CONFl'RENCE ROOM Willi CODES. B INSTALL Fill FOil FOUNTAIN 1" BELOW COPII\G GUARANTEE APPROVED BY: A. LEAVE T~E EN"."IRE PLUMBING SYSTEM INS"."ALLED IN Toll CONTRACT IN PROPER WORKING -..!N_!.I/.Ll/A __________________ _ 7 I._. . ..,__ Ut.}tt_Nl) ..,.,.._!K, IIUU.HH RC'E D'.?.-____ _ RE',H.:'M:□ 8Y: ORDER AND, WITHOUT ADDITIONAL CHARGE, REPLACE ,\NY WORK OH MATERIAL WHICH ENGINEERING PLAN CHECKER TE DEVl:I.OP\ Dl'l'ECI"\, l:xu:f'T! NG 01(1)1 NARY WEAR AND TEAR, WITHIN ONE ( ,) YEAR Oc THEt:::::=r.~~~~~i=~~~~~=~~~~~~~~~=======D~~J,==~========:i::::::~=====~=::::1:::::J----.l-:_'/'.:./:S_P~E~C~T~O:_R~:._:._:._:._:._:._:._:._-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:.._~DA~TE=---4 DATE OF ACCEPTANCE GY THE OWNrn I ~ i----t---+---------------1:--J--J--...J____J Lill CITLNSl!G D~~~~AD. ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RE\1SION DESCRIPTION NN.t. O.lT( 1>-"IIAL. OTT»'P'W-OV>J. :===~===:::::::::::::::::::':::::::::::::::::::::::.::::=:===:::::::::==::::..:===~ CARLSBAD OAKS LOT35 zBBs LOKER AVENUE EAST -'SSIST >-NT PLANNING DIRECTOR.: O'M-1 BY: I rnKD BY: __ _ R \1'11,Q 8 Y: _ 719 98 PROJcCT NO. PIP 97-12 I DRA\l,INC NO. _ 369-4 L 97-21s SECTION 0,811 IRRIGATION SYSTEM EARIJ· GENERAi 1.01 QUALITY ASSURANCE 1.02 1.03 A. All LOCAL. MUNICIPAL, COUNTY AND STATE LAWS, SAFITY OROEIIS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANS ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IN THE EVENT ANY EQUIPMENT OR MITHODS INDICATED ON THE DRAWINGS OR SPECIFICATIONS CONFLICT WITH LOCAL CODES. B VERIFY THE LOCATIONS OF All EXISTING UTILTTIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BITWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. C. OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL PLANS BEFORE COMMENCING WORK D. OBTAIN ANO PAY FOR ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED BY AUTHORITIES STATED ABOVE TO PERFORM THE WORK INDICATED HEREIN BEFORE COMMENCING WORK. E. NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK, AND BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER. LANDSCAPE ARCHITECT, OTHER CONSTRUCTION TRADES, AND GOVERNING AGENCIES. CAUSE MINIMUM INTERFERENCE WITH THE WORK, MATERIALS, OR EQUIPMENT OF OlllER CONTRACTORS. F. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. REFER TO THE IRRIGATION LEGEND AND DfTAILS FOR EQUIPMENT AND INSTALLATION. G. NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK IN THE EVENT OF CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS. H. PRIOR TO THE SUBMISSION OF A BIO, lllE CONTRACTOR SHALL EXAMINE lllE SITE AND THE COMPLETE DRAWINGS AND SPECIFICATIONS FOR THE PROJECT IN ADDITION TO THE SPRINKLER IRRIGATION PORTION OF THE WORK. I T~IS IS A NON PITTA&.Ec RE:CLAIMED WATEl2 S<STeM HEADS. VALVES. VAL~E BOXES. SCOPE Of WORK QUICK COUPLEQS t crrnEl2 EQUIPMENT IS TO BE PUQPLE/ MAl21'-ED AS NON POT/16LE: PEQ CA12t..S6AO MUNICIPAt, WA,E:Q 01ST STANDAl<'.D$ A. THE WORK CONSISTS Of FURNISHING ALL LABOR, MATERIALS, MACHINERY, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM AS SHOWN ON TKE DRAWINGS AND DESCRIBED HEREIN. 8. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIAL TO THE OWNER. C THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT NO SUBCONTRACTOR SHALL RELIEVE THE CONTRACTOR OF HIS LIABILITY TO COMPLITE THE WORK AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS IN A TIMELY MANNER. PROTECTION A. USE All MEANS NECESSARY TO PROTECT ALL MATERIALS OF THIS SECTION BEFORE, DURING, AND AFTER INSTAllATION AND TO PROTECT ALL OBJECTS DESIGNATED TO REMAIN B. IN THE EVENT OF DAMAGE. OR THEFT IMMEDIATELY MAKE All REPAIRS AND REPLACEMENTS NECESSARY AT NO ADDITIONAL COST 10 THE OWNER. C. THE CONTRACTOR SHALL PROTECT All EXISTING UTILITIES AND FEATURES ON AND ADJACENT TO TKE PROJECT SITE FROM DAMAGE AS A RESULT Of CONSTRUCTION OR MALFUNCTION DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. D. THE CONTRACTOR SHALL CAREFULLY NOTE All FINISHED GRADES BEFORE COMMENCING WORK. ANY FINISHED GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE RESTORED TO THE ORIGINAL CONTOURS. 1.04 SUBMITTALS A. THE CONTRACTOR SHALL fURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED IN NAME ON THE DRAWINGS. NO SUBSTITIITIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY TilE LANDSCAPE ARCHITECT. EQUIPMENT OR MATERIALS FURNISHED OR INSTALLED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. B. SUBMIT CATALOGUE DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. C. SUBMIT RECORD DRAWINGS IN ACCORDANCE WITH PART J. PART 2· PRODUCTS 2.01 GENERAL A. All EQUIPMENT AND MATIRIALS SHALL BE NEW AND UNUSED PRIOR TO INSTALLATION. ia2. G'\l.YAW:Z•o PIPE AND fOIIMCS l.OJ ..... t 5 tl;'U 1112[6 PIP-E:S:l¼Att . .BC: A. 5,4 SCJIEBIII E 4 s,, .. ,t'IZED ''" 0 ?EEt SCRC••,re PIPE, SIZES •s 11§'.ffg §II +l l!i ~la\ll!i. B. Ff¥flflG:S 'f[j BE l:ISEG ¥lfl'II fiAtvA.'lllffl--:f'M SI ht LL BE 11EB Hftl 6 1 l.1tU ~llilED 5@RfJ' !fe 6[.Y3~B :::ftttj:f-fA:Bt£1ROtl, GALVA-"-112£0 COFIPI IHGS PU" BE t1ERCII.UFF C0IIPLIU6. BRASS PIPE AND FITTINGS A. BRASS PIPE SHALL BE HEAVY WALL TYPE, WITH THREADS COMPLYING TO A.S.A. SPECIFICATIONS. 8. FITTlNGS TO BE USED WITH BRASS PIPE SHALL BE CASE BRASS OR CASE BRONZE THREADED JOINT, AND SHALL COMPLY WITH A.S.A. SPECIFICATIONS. THREADS ON PIPE AND FITTINGS SHALL BE TAPER TYPE. 2.04 PLASTIC PIPE AND FITTINGS A. PLASTIC PIP!: SHALL BE EXTRUDED FROM 100% VIRGIN POLYVINYL CHLORIDE (PVC) TYPE 1. GRADE 11 (CLASS lllO) t-S MANUFACTURED BY LASCO, JOHNS-MANVILLE, OR EQUAL. B ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTlY MARKED WITH THE FOLLOWING INFORMATION, MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC mo, SDR (STANDARD DIMENSION RATIO OR PRESSURE RATING IN PSI) C. PIPE SHALL BE OF THE SIZE AND CLASS OR SCHEDULE AS NOTED IN THE IRRIGATION LEGEND. El!Pe,rn J;,Jff~l 8£c~aROWlit:ffffO" lll'R P"G eR rn11' L. PIPE USED IN NON-POTABLE WATER SYSTEMS SHALL BE "ALERTLINE' OR EQUAL, PURPLE IN COLOR THROUGHOUT, AND CONTINUOUSLY MARKED "CAUTION RECLAIMED WATER". D. PLASTIC FITTINGS SHALL BE PVC 11. !PS, SCHEDULE 40 NSF AND SCHEDULE Bo THREADED AND OR SLIP FITTINGS AS SHOWN IN THE DETAILS, E. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE Bo MOLDED THREADS. THREADED NIPPLES EXPOSED ABOVE GRADE SHALL BE GRAY IN COLOR. f. SOLVENT TO BE USED FOR JOINING PLASTIC PIPE AND FITTINGS SHALL BE AS PER THE PIPE MANUFACTURERS RECOMMENDATIONS. ,.05 SLEEVING A. SLEEVE All MAINLINE AND LATERAL LINES WITH PVC. SCH. ◄O PIPE TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS WIDER THAN FOUR FEET. EXTEND SLEEVE ,,. BEYOND THE EDGE OF THE PAVEMENT. 4" MIN. SLEEVE $12.E FOIi. ~INW-IE5 +1011. Wli2E. SLEEVE DE'PTf.1$ SHALI_ BE AS NITTED ON Sf1EET L-4 io6 WIRING A. CONTROL WIRE, AWG-UF, ''◄MIN.DIRECT-BURIAL TYPE. COMMON WIRE SHALL BE BLACK USE ALTERNATE COLORS($) FOR CONTROL WIRES. B. WIRE CONNECTIONS, MADE WITH 'PEN·TITE" CONNECTORS (OR EOUAL). LOCATE MID WIRE SPLICES IN PULL BOX (8" ROUND PLASTIC VALVE BOXl. C. HIGHER VOLTAGE CONNECTIONS OR 110 V SHALL BE MADE BY CLAMP AND SHALL BE WEATHER PROTECTED PER LOCAL CODES. O OTHER EQUIPMENT SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND ON THE DRAWINGS. 2.07 CONCRETE THRUST BLOCKS A. INSTALL THRUST BLOCKS AS DITAILED AT ALL BENDS OR CORNERS ON z 1/2" 0.D. OR LARGER PRESSURE MAINLINE. B INSTALL THRUST BLOCKS AT BASE Of RISERS FOR BACKFLOW PREVENTERS AS DITAILED. 2.08 ASSEMBLIES 1.09 1, II A. ALL THREADED PIPE AND FITTINGS SHALL BE ASS EM Bl.ED USING TEFLON TAPE OR EQUAL, APPLIED TO THE MALE THREADS ONLY. EQUIPMENT A. QUICK COUPLING VALVES. CONTROLLERS, REMOTE CONTROL (AUTOMATIC) VALVES, BALL VALVES. GATE VALVES, SPRINKLER HEADS. BACKFLOW PREVENTION UNITS, ANO OTHER EOUIPMEN: SHAll BE AS SPECIFIED IN THE IRRIGATION NOTES AND LEGEND ON THE DRAWINGS EQUIPMENT SHAU.. BE MARKED W/ PUl2Pi.£ FOR RECLAIMED WATEQ PER CAQ.LSSAD MUNICIPAt, WATER VALVE BOXES DISTRICT STANDARDS. A. All REMOTE CONTROL, GATE. BALL. AND ISOLATION VALVES SHALL BE HOUSED IN PLASTIC VAlVE BOXES AS DETAILED. VALVE BOXES SHALL BE AS MANUFACTURED BY BROOKS OR EQUAL. B. VALVE BOXES SHALL BE LOCK TOP OR BOLTED. PROVIDE TWO KEYS MINIMUM FOR LOCKABLE BOXES C. VALVE BOX LIDS SHALL BE MARKED AS NOTED IN THE DETAILS LIDS SHAU.. &f. PURP'-E. CHECK VALVES A. SWING CHECK VALVES 2' AND LARGER SHALL BE 100 POUND W.0.G. BRONZE CONSTRUCTION WITH REPLACEABLE COMPOSITION NEOPRENE OR RUBBER DISC MEETING OR EXCEEDING fEDEI\AL SPECIFICATION WW-V-51D. CLASS A. TYPE IV. B. ANTI-DRAIN VALVES SHALL BE OF HEAVY DUTY VIRGIN PVC CONSTRUCTION WITH F.I.P. THREAD INLET AND OUTLIT. INTERNAL PARTS SHALL BE STAINLESS STEEL AND NEOPRENE. ANTI-DRAIN VALVE SHALL BE FIELD ADJUSTABLE AGAINST DRAWOUT FROM 5 TO 40 FEET OF HEAD. ANTI• DRAIN VALVE SHALL BE VALCON ADV OR APPROVED EQUAL. PART J EXECUTION J.0' SITt CONDITIONS A. All SCALED DIMENSIONS AR.E APPROXIMATE THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH THE WORK OF THIS CONTRACT. B. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE SHALL BE COORDINATED WITH THE PLANTING PLANS TO AVOID INTERFERING WITH TREE, SHRUB, OR OTHER PLANT LOCATIONS J.Oi WATER SUPPLY A. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. VcRIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. NOTIFY THE LANDSCAPE ARCHITECT PROMPTlY IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON PlANS. J.OJ SPRINKLER HEAD LOCATIONS A. LAYOUT SPRINKLER HEADS AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COSTS TO THE OWNER. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT THE LAYOUT SHALL BE APPROVED PRIOR TO INSTALLATION. B. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN TiiE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGi-ff NOT HAVE BEEN CDNSIDERED DURING ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3,04 VALVE LOCATIONS A. BACKFLOW PREVENTION DEV!CES SHALL NOT BE LOCATED IN TURF AREAS UNLESS SPECIFICALLY INDICATED ON DRAWINGS. B CHECK VALVES AND ANTI-DRAIN VALVES SHALL BE INSTALLED WHERE INDICATED, AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION SPRINKLER HEADS WHEN IRRIGATION SYSTEM IS TURNED OFF. C. PAINT VALVE AND CONTROLLER NUMBER ON TOP OF AUTOMATIC VALUE BOX LIDS. SECURE A PLASTIC TAG WITH THE VALVE NUMBER EMBOSSED ONTO EACH AIJTOMATIC VALVE. J.05 PIPE DEPTH A. All PRESSURE MAINLINtS SHALL BE BURIED EIGHTEEN (18) INCHES DEEP. MINIMUM. B. All LATERAL PIPING SHALL BE BURIED TWELVE (ri) INCHES DEEP. UNLESS OTHERWISE INDICATED. C. PRESSURE MAINS UNDER PAVING SHALL BE 30" DEEP MINIMUM. NON-PRESSURE LATERALS UNDER PAVING SHALL BE 24" DEEP MINIMUM. J 06 TRENCHING AND BACKFILLING 3.07 A. MAKE ALL EXCAVATIONS IN OPEN CIJT TO WIDTH AND DEPTH NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT. EXERCISE CAREFULLY TO CARRY TKE EXCAVATION TO THE PROPER LINE AND GRADE AND TO PROVIDE AN EVEN. UNIFORM BEARING SURFACE FOR ALL PIPING. B. THE MINIMUM ALLOWABLE TRENCH WIDTH IS EIGl-ff INCHES (8"), C. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. DO NOT OVER EXCAVATE. REMOVE LARGE STONES OR OTHER HARD MATTER WHICH COULD DAMAGE PIPE. D SAND BEDDING 1. WHEN STONES OVER ONE INCH (1j IN ANY DIMENSIONS, HARD PAN, DRY HARD-PACKED SOIL, OR OTHER SOILS THAT CANNOT BE SHAPED TO PROVIDE UNIFORM BEDDING ARE ENCOUNTERED AT THE GRADES AT WHICH PIPES ARE TO BE lA!D, BED THE PIPE IN SAND. USE BEDDING MATERIAL CONSISTING OF CLEAN, DRY PIT-RUN SAND, ALL PASSING A '4 SCREEN. PROVIDE SAND REASONABLY FREE FROM ORGANIC MATTER. INSTALL SEDDI NG NOT LESS THAN SIX (6") DEEP. EXTEND BEDDING TO THE HORIZONTAL DIAMETER OF THE PIPE t-S SHOWN ON THE PLANS. LAY All SAND BEDDING AGAINST ROCK OR UNDISTURBED EARTH. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE NATURE OF THE MATERIAL (SOil) TO BE ENCOUNTERED AT ELEVATIONS WHERE PIPE IS TO BE LAID. ALL COSTS FOR AND BEDDING ARE TO Bf INCLUDED IN THE CONTRACT Bl D PRICE. E. BACKFILLING 1. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL IN PLANTING AREAS, AND TO 90% UNDER PAVED AREAS. BACKFILL SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS. SUNKEN AREAS. HUMPS, OR OTHER IRRtGULARITIES. PLACE EXCAVATED MATERIAL IN SIX INCH (6') LAYERS. LOOSE MEASURE, AND THOROUGHLY TAMP UNDER ANO AROUND THE PIPE ACROSS THE FULL WIDTH Of THE TRENCH. PROVIDE MOIST, NOT WET, BACKFILL. INCLUDE NO STONES LARGER THAN TWO INCHES (2"). i ALLOW FOR SETTLEMENT. IN THE EVENT OF BACKFILL SITTlEMENT, THE IRRIGATION CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT THIS OWN COST. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SITTLING OF TRENCHES FROM HIS WORK FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY OWNER. ). TRENCHES SHALL BE BACKFILLED PROMPTLY AFTER THE OPEN TRENCH INSPECTION. ELECTRICAL A VERIFY POWER SOURCES AS SHOWN ON THE DRAWINGS. B. THE CONTRACTOR SHALL BE R.ESPONSIBLE FOR MAKING 110 VOLT ELECTRICAL CONNECTIONS TO TrlE AUTOMATIC CONTROLLER. AND FOR CONNECTING REMOTE CONTROL VALVES TO THE CONTROLLER. All ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES A.'ID/OR ORDINANCES. C. CONTROL WIRES SHALL BE INSTALLED WITH ONE FOOT OF EXCESS WIRE (COILED) AT THE END OF EACH WIRE RUN, AND AT 100 FOOT INTERVALS FOR RUNS OVER roo FEET. D. RUN ONE EXTRA HOT WIRE AND ONE COMMON WIRE TO THE END OF EACH CIRCUIT. E CONTROL WIRES SHALL BE BUNDLED WITH TAPE AT 10' INTERVALS AND LOCATED UNDER THE IRRIGATION MAINLINE. J.08 PRESSURE TESTING PRIOR TO BACKFILLING IRRIGATION TRENCHES A. All MAINLINES IN THE SYSTEM SHALL BE CAPPED AND HYDROSTATICALLY PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF i4 HOURS WITH o PS.I LEAK DOWN. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING AND REPLACING THE LEAKING PIPE OR FITTINGS. ANO INSTALLING NEW MATERIAL IN ITS PLACE. B. All LATERALS SHALL BE PRESSURE TISTED AT DESIGN PRESSURE FOR FOUR HOURS. C. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE LANDSCAPE ARCHITECT. 0. CONTACT LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO PERFORMING PRESSURE TESTS. 3.09 FLUSHING A. AFTER ALL NEW PVC P!PE, LINES, AND RISERS ARE IN PlACE AND CONNECTED, ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO THE INSTALLATION OF HEADS, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. APPROVED 3-10 J.11 3-11 ).I] ).14 J.15 BY: SPRINKLER COVERAGE A. IRRIGATION CONTJ\ACTOR SHALL ADJUST All SPRINKLER HEAD$ TO ENSURE AN EVEN COVERAGE AND TO KEEP SPRAY OFF OF BUILDINGS. WALLS. WALKS. AND DRIVES. 8. ADJUST SPRINKLER HEADS ON A DAILY BASIS AS THE SYSTEM IS BEING BALANCED TKROUGHOUT THE CONSTRUCTION AND MAINTENANCE PERIODS. OVERSPRAY AND OVERWATERING ARE TO BE KEPT TO AN ABSOLUTE MINIMUM. C. IF IT IS DETERMINED THAT AO]OST1'1ENTS IN TilE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE NECESSARY CHANGES WITHOlff ADDITIONAL COST TO THE OWNER. EQUIPMENT TO BE FURNISHED A. THE CONTRACTOR SHALL PROVIDE TWO SETS OF SPRINKLER WRENCHES FOR AO JUSTING, CLEANING, OR DISt-SSEMBLING EACH TYPE OF SPRINKLER. PROVIDE TWO KEYS FOR EACH AUTOMATIC CONTROLLER. PROVIDE TWO QUICK COUPLER K!:YS WITH HOSE SWIVELS. PROVIJ: TWO EACH OF ANY SPECIAL TOOLS REQUIRED FOR OTHER EQUIPMENT. B. TWO Sl:RVICE MANUALS FOR All EQUIPMENT SHALL BE FURNISHED TO THE OWNER. MANUALS MAY BE LOOSE LEAF AND SHOULD SHOW DRAWINGS OR EXPLODED VIEWS OF EQUIPMENT AK) CATALOGUE NUMBER. OPERATING INSTRUCTIONS FOR ALL EQUIPMENT SHALL BE FURNISHED GEAN-UP A. UPON COMPLETION OF lllE WORK, MAXE TilE GROUND SURFACE LEVEL, REMOVE EXCESS MATERIALS. RUBBISH, DEBRIS, ETC AN) REMOVE CONSTRUCTION AND INSTALLATION MATERL-\!..S fROM THE PREMISES. RECORD DRAWINGS A. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE SET OF "AS·BUILT" DRAWINGS ON REPRODUCIBLE SEPIA, AND TWO BLUELINE PRINTS, SHOWING EXACT LOCATIONS OF All ITEr-'.5 INSTALLED. CORRECTIONS AND CHANGES ARE TO BE DRAWN IN BLACK INK. DRAWINGS ARE "0 BE LEGIBLE AND ACCURATE. DIMENS:ON LOCATIONS OF VALVES, MAINLINES, CONTROL WIRES. WATER SOURCES, AND OTHER EOUIPM,NT FROM TWO VISIBLE STATIONA.~Y POINTS. THESE A.0.;. TO BE DELIVERED ON OR BEFORE FINA!. INSPECTION ANO APPROVAL B. A REDUCED IRRIGATION PLAN INDICA~ING ALL IRRIGATION SYSTEMS AND THEIR APPROPRIAr: SEQUENCED CONTROL VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF EACH IRRIGATION CONTROLlER. THE DRAWING SHALL CLEARLY SHOW LOCATIONS Of MAINLINE, NUMBERED CONTROL VALl'tS (ANO MANIFOLDS), SHUT OFF VALVES, AND VALVE COVERAGE AREAS. INSPECTIONS A. IN NO EVENT SHALL THE CONTRACTOR COVER-UP OR OTHERWISE REMOVE FROM VIEW ANY WORK UNDER THIS CONTRACT WITHOUT THE PRIOR APPROVAL OF THE OWNER. ANY WORK COVERED PRIOR TO INSPECTION SHALL BE UNCOVERED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. B. MAINLINJ: PRESSURE TEST AND TRENCH DEPTH INSPECTIONS SHALL BE MADE PRIOR TO BACKFILLING Of TR.ENCHES. C. WHEN THE IRRIGATION SYSTEM IS COMPLITED AND PRIOR TO PLANTING, THE CONTRACTOR SHALL IN THE PRESENCE OF THE OW~ER'S AUTHORIZED REPRESENTATIVE PERFORM A COVEIV.G: TEST ON All PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE THE CONTRACT◊, SHALL FURNISH All MATERIALS ANO PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. D. NOTIFY THE OWNER IN WRITING SEVEN DAYS PRIOR TO FINAL INSPECTION AT THE END OF Tr.: MAINTENANCE PERIOD. FINAL INSPECTION WILL BE TO INSURE THAT THE SYSTEM 15 FULLY OPERATIONAL. AND THAT All HEADS, VAcVES, ANO WATERING SEQUENCES HAVE BEEN ADJUST:O FOR THE PROPER IRRIGATION OF THE PLANTINGS. E. SKOW EVIDENCE THAT THE OW~ER HAS RECEIVED All REQUIRED ACCESSORIES. CHARTS. RECO:\D DRAWINGS, ETC. AllllE TIME OF FINA!. INSPECTION. TKE MAINTINANCE PERIOD MAY BE EXTENDED IF THESE MATERIALS HAVE NOT BEEN DELIVERED. MAINTENANCE AND GUARANTEE A. IRRIGATION CONTRACTOR SHALL MAll'{fAIN TilE IRRIGATION SYSTEM FOR A PERIOD OF SilCTY (60) DAYS AFTER PRE-MAINTENANCE WALK•THRU, AND SHALL WATER ON A DAILY BASIS. OR AS REQUIRED BY PLANTINGS AND WEATHER CONDITIONS. B. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM AS TO MATER!Al5 AND WORKMANSHIP FOR A PERIOD OF ONE (r) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. SHOUL9 ANY OPERATIONAL DIFFICULTIES IN CONNECTION WITH THE IRRIGATION SYSTEM DEVELOP WITHIN THE GUARANTEE PER!OD. WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO WORKMANSHIP OR MATERIALS. SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY iHE CONTRACTOR AT NO ADDITIONAL COS'T TO THE OWNER MANUFACT1JREIIS WARRANTIES SHAll NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARA:-ITEE. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS :r:,,c,r:a,_..c::i,c:ao~ ~ow-11 A,:t.i:-1.-:t.~;r. :l"rie>. 7 •••• 110 W' NCO DL SUITT sio 70 , ....-•1.. UUU.Jtn .. _ w~ tlr.HLttil ill MGO.U •210• "AS BUILT" Re:£ EX".· . OAT£ R('tl[W£0 BY: B, CAP OFF EACH HEAD IN SEQUENCE, FROM THE CONTROL VALVE TO THE END OF THE LINE. /r/ I A PROCEED TO THE NEXT HEAD ONLY AFT'ER THE FLOW OF WATER IS CLEAN AND FREE OF DIRT--'-'-'------------------ GRIT. AND PARTICULATE MATTER.~ 1--E=N=G~=I "'=Et:E=R=I "'=1G=:P:L:A::N:~C~H:E::C~l<~E~R:::::::~===~:::::::::r:::::r::::~~:::::r::::1-;::::::;::;;~:::;;:;;:;:;:;:::::::;~;;:~=;:;;:::;::;;;;;::::;;;:::;:-;D::;A;:TE:;:;;;;::;-1 1----+---+------------+--+-----+---+---t[ SHEIE.2T II CITY OF CARLSBAD l[Sri1Ef.TS l DATE . INSPECTOR NOTE, ALL LANDSCAPED AREAS ARE TO BE IRRIGATED WITH RECLAIMED WATER WHEN IT lll'Cl>MFS AVAIi.Aii! r: IN Till, An FA. Al.I. lllltl<,ATION SY\TFM rnMrONFNIS AllE TO UE l'UIIPLE 011 MAHKED AS HECLAIMllJ WATEH fOUI l'MENT IN CONFORMANCE WITH CARLSBAD MUNICIPAL WATER DISTRICT REGULATIONS, AS NOTED ON THE LANDSCAPE WORKING DRAWINGS COYER SHEET DAlt: H!Ul DKiHUJI or"'°"" 0.llt: M1W.. ""'TU.I.. RE'v15!0N DESCR!PilON OTY >.>NOV.I.I. . PLANNING CtPARTMENT •. 3 ;:::::::::::::'.-==========:=::::'...:::::===: CARLSBAD OAKS LOT35 i885 LOKER AVENUE EAST J,PPROWJJ ~ y.2/-ft" ---~!a......o~""'---,-,,..,....-------= ASSIST ANT PU.NNING DIRECT Of;: DA TI: IDl'ttl BY: ---f PRO...CCT NO. I DRA'MNC NO. 0,)(0 BY: ---PIP 97-12 369-4 L L'.R~VMJ~~82.Y:...;: ===J ._ ________ _. . '• ... . -· . . .... -... SECTION 02950 TREES. PLANTS AND GROUND COVERS PART r GENERAL 1.01 SCOPE OF WORK A. FURNISH ALL LABOR. MATERIALS, AND EQUIPMENT TO PROVIDE, INSTALL, AND MAINTA!rl SOIL PREPARATION, HEADERS, FINISH GRAOlf'lG. PLANTING. Af'lD ESTABLISHMENT PERIOD AS DESCRIBED HEREIN AND ON THE PLANS. B. THE CONTRACTOR SHALL ADEOUATELY PROTECT THE WORK, ADJACENT PROPERTY. AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR AlfY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLIGENCE. C. WORK NOT INCLUDED, ROUGH GRADING. 1.02 QUALITY ASSURANCE A. VERIFY THE LOCATIONS Of ALL EXISTING UTILITTES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES, AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BElW'EEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. B PROTECT All EXISTING UTILITIES AND FEATIJRES ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, All DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND OR ARCHITECTURAL PLANS BEFORE COMMENCING WORK. D. NOTIFY THE l.ANDSCAPf ARCHITTCT PRIOR TO COMMENCING WORK, Af'lD BE RESPONSIBLE FOR COORDINATING WORK WITH THE OWNER, LANDSCAPE ARCHITECT, OTHER CONSTRUCTION TRADES, AND GOVERNING AGENCIES. E. THE PIANTING PLAN IS DIAGRAMMATIC, ANO ALL Pl.ANT LOCATIONS DEPICTED THEREON ARE APPROXIMATE. Pl.ANT SYMBOLS TAKE PRECEDENCE OVER PLANT OUANTTIIES SPECIFIED, IF ANY. NOTIFY THE lANDSCAPE ARCHITTCT Of DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. F. PRIOR TO PLANTING, THE IRRIGATION SYffiM SHALL BE flltlY OPERATIONAL AND All Pl.ANTING AREAS SHALL BE THOROUGHLY MOISTENED TO A DEPTH OF Z◄ INCHES. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL PERMITS AND CERTIFICATES Of INSPECflON Of Pl.ANT MATERIALS THAT MAY BE RfQU!RfD BY FEDERAL, STATE, OR OTHER AUTHORITIES. COPIES Of PERMITS AND INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE OWNER WITIJOUT CHARGE. H. PROTECT BENCH MARKS, EXISTING STRUCTIJRES, FENCES, ROADS, SIDEWALKS, LAWNS, AND OTHER FINISH SURFACES AGAINST DAMAGE FROM EQUIPMEITT OR OTHER PLANTING OPERATIONS, REPAIR A1'lV DAMAGE AT NO COST TO OWNER. I.OJ SUBMITTALS A. OBTAIN, PAY FOR, AND SUBMIT TO THE lANDSCAPE AROIITECT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED SOIL TESTING AGENCY TO THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. SOIL AMENDMENT, LISTED BELOW ARE SUBJECT TO CHANGE PER THIS SOIL ANALYSIS. B. IF A PLANT IS FOUND NOT TO BE SUITABLE OR AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE lANDSCAPE ARCHITECT IN WRITING PRIOR TO BIDDING. THE LANDSCAPE ARCHITECT Will SElECT A SUITABLE ALTERNATE AND/OR INFORM CONTRACTORS OF THE AVAILABILrTY OF THE PLANT. C. SUBMIT PHOTOGRAPHS FROM THE NURSERY OF TREES TAGGED FOR SHIPMENT AND INSTALLATION ON THIS PROJECT. PHOTOGRAPHS SHALL SHOW TREES OF SIZE AND BRANCHING STRUCTURE TYPICAL OF IBOSE SUPPLIED FOR EACH SPECIES. lANOSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT PLANT MATERIAL ON SITE WHICH DOES NOT MEETTIJE STANDARD ESTABLISHED BY THE APPROVED PHOTOGRAPHS. 1.04 MODIFICATIONS A. DESIGN MODIFICATIONS MAY BE MADE ONLY AS NECESSARY TO MEET FIELD CONDITIONS. Pl.ANTING SHALL BE LOCATED WHERE SHOWN ON THE Pl.ANS EXCEPT WHERE OBSTRUCTIONS BELOW GROUND OR OVERHEAD ARE ENCOUNTERED. OR AS APPROVED BY THE lANDSCAPE ARCHITECT. B. EXACT POSITIONING OF BOX TREES Will BE DITTRMINED IN THE FIELD. POSITTON MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT. PART 1· PRODtJm z.01 PLANTING MATERIALS 2.02 A. PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THE SPEOES AND SHALL BE SYMMETRICAi.. SOUND, HEALTHY. VlGOROUS, AND FREE OF INSECT PESTS, PLANT DISEASE, AND INJURY. TREES SHALL NOT HAVE CROSSING BRANCHES OR WEAK BRANCH STRUCTIJRES ATYPICAL OF TIJEIR SPECIES_ B. ROOT BOUND PLANT MATfRIAL IS NOT ACCEPTABLE. FIVE GALLON PLANTS AND LARGER SHALL BE GROWN IN THEIR COITTAINERS FOR A MINIMUM Of SIX MOl'fTHS AND A MAXIMUM OF TWO YEARS. ALL Pl.ANT MATERIAL SHAU BE SUBJECT TO INSPECTION AND POSSIBLE REJECTION PRIOR TO INSTALIATION. C. ALL PLANTS SHALL EQUAL OR EXCEED THE MEASUREMENT, SPECIFIED IN THE PLANT UST, WHICH ARE MINIMUM ACCEPTABLE SIZES . D SUBSTITTrrlONS FOR INDICATED PLANT MATERIALS WILL NOT BE PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL Of THE LANDSCAPE ARCHITECT. SUBSTITUTIONS ARE TO BE AT NO ADDfTIONAL COST TO IBE OWNER. IF ACCEPTED SUBSTITTJTE MATERIALS ARE OF LESS VALUE THAT THOSE ORIGINALLY SPECIFIED, THE CONTRACT PRICE Will BE ADJUSTED IN ACCORDANCE Willi THE PROVISIONS Of THE CONTRACT. E. IN All CASES. QUANTITIES Of Pl.ANT MATERIALS SHALL BE FURNISHED AS NEEDED TO COMPLETE THE WORK AND INDICATED ON THE DRAWINGS, INUUDING RESEEDING, REDRESSING, ANO MAINTENANCE OlEPLACEMENTSl DURING THE CONTRACT PERIOD. Pl.ANTING MIXES, SOILS AND FERTILIZERS A. THE FOLLOWING SOIL AMENDMENT, ARE TO BE USED AS THE aASIS FOR BIOS. ONCE SITE IMPROVEMEIITS ARE IN Pl.ACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHITTCT A SOILS TEST MADE FROM THE SURFACE AND SUB-SURFACE (18" BELOW GRADE) SOIL BY AN APPROVED AGRICULTURAL l.AB. THE REPORT SHALL !NO.UDE PH, N / P / K, SAR, ECE, BORON LEVELS, AND SOIL PARTIO.E EVALUATION_ ACTIJAL SOIL AMENDMENTS TO BE INSTALLED MAY BE ADJUffiD BY THE LANDSCAPE ARCHITECT BASED ON THE FINDINGS Of THE REPORT. B. GENERAL SOit PREPARATION, AMOUNT PER 1,000 SQUARE FEET: ;1 6 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS OR APPROVED ORGANIC 50POUNDS AGRICULTURAL GYPSUM 50POUNDS SOil SULFUR 15 POUNDS 15-15,15 FERTILIZER (AFTER LEACHING PER SOIL REPORD C. SOIL, PLANT BACKFILL SHALL BE NATIVE SITE SOIL, AMENDED AS NOTED ON TilE PLANS AND IN ACCORDANCE WITH SOIL TEST RESULTS. D. IMPORT SOIL OR TOPSOIL SHALL BE NATURAL, FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE TOPSOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. SOIL SHALL BE FREE OF TOXIC SUBSTANCES, SOIL STERILANTS, ANO SALTS. DO NOT PROVIDE SOIL FROM ROADBED EXCAVATIONS. IMPORT SOIL SHALL BE TESTED AS NOTTO FOR NATIVE SOIL. E LIGHTWEIGHT SOIL FOR PLANTERS SHALL BE Of THE FOLLOWING COMPOSITION, PREMIXED BY MACHINE BLENDER PRIOR TO OELIVl'RY TO THE SITE, NINE (9) PARTS BY VOLUME LO MEX OR EOUAL ONE (1) PART BY VOLUME WASHED PLASTER SAND TWO (2) CU, FT. PER CU. YD. PERLITE TEN (10) LBS. PER CU, YD. MICRO-MAX PLUS MICRONUTRIENT COMPLEX, OR EQUAL TEN (10) LBS. PER CU. YD. 16•6·8 FERTILIZER THE MIX SHALL ALSO CONTAIN A LONG LASTING FORM OF IRON (G U 49) AND A NON-IONIC WETTING AGENT. 2.5) 500 k 5€1~ St+Mt11E--HA€IIIN£€lffM-A!ll#fOR:M S01t--fl.11€MIICSS @F s,18" 1.'4'. IIC.'5UREIIEIITTi f@R Tl IIClalUS SIi • LL EXCWDE lQP 6RG" C"fl I PIO 1lVT€1 I_ UIDl"IDI fl,l PIEGHW 50D 5111 LL DE _, T6 A >'fMl§/1I\IHEN6T!I AH9 W~slT,I,. -~f# 11€ltlS~ Sb\BS, ,',118 l0R#f;IR l,tl["ell EtlD5--W¼Lt.fiOl.-&E.-A€(Em" t BLE .... ~• tm I RS SIZE HG-flmlS. Df ,;}005:il:Atl B£5fflCtlG EFIOI 161 l lO suno~l:rm-JRGWN-·W~l'R-·A--f1R#~ &<c'f'M( YPPER ,e!.t ffl' "FM& SECTlijll. 2,0~ HEADER MATERIAL A. CONCRETE HEADERS AND MOW STRIPS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND DETAILS. FORMS FOR HEADERS AND MOW STRIPS SHALL BE STAKED AT;' INTERVALS. AND All FORMING SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. B. FORMING STAKES SHALL BE AT LEAST ONE INCH BY TWO INCHES, OF LENGTH NECESSARY TO EXTEND INTO SOLID GROUND AT LEAST TWELVE INCHES. ' C. WOOD HEADER SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND DETAILS. WOOD SHALL BE 2" X 4' OR 1' X 4' ROUGH, CONSTRUCTION HEART REDWOOD, FREE FROM SPLITS. WOOD STAKES SHALL BE 2" X f X 18" LONG CONSTRUCTION HF.ART REDWOOD, SECURED TO THE HEADER WITH 120 COMMON GALVANl2ED NAILS. HEADER SHALL BE NAILED AT 4' INTERVALS. 2.05 TREE STAKES A. TREE STAKES SHALL BE 2" DIAMETER BY 10' LONG NEW LODGE PINE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED, E'ABJJ;_ fXfll!JJQt! 3-01 SCHEDULING A. Pl.ANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION. ).OZ PRE-PIANTING A. APPLY "ROUND~UP" SYSTEMATIC HERBICIDE (OR APPROVED EOUAL) PER MANUFACTUREl\'S SPECIFICATIONS TO EXISTING UNDESIRED VEGETATION TEN (:o) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK_ B. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF 2,1 OR LESS SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6) INCHES AND SOIL AMENDMENTS SPREAD EVENLY AS SPECIFIED AND THOROUGHLY BLENDED-IN PER 1,000 SQUARE FEET. C. SLOPES STEEPER IBAN 2;1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS) UNLESS SPECIFIED ON IBE PLANS. D. MAINTAIN PROOF OF DELIVERY FOR All PIANTING AMENDMENTS ON-SITE AND AVAILABLE FOR INSPECTION UNTIL ACCEPTANCE OF THE ENTIRE INSTALLATION. 3.03 FINISH GRADING l-05 J.06 A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. B RAKE·OlIT AND REMOVE All ROCKS th INCH DIAMETER AND LARGER FROM THE TOP TWO INCHES OF FINISHED GRADE, EXCEPT ON SLOPES STEEPER THAN Jc' C. FINISHED GRADES SHALL BE :/," BELOW THE TOP OF CURBS, SILLS, AND WAL'fWAYS IN !AWN AREAS. t" BELOW IN PLANTING AREAS. WHERE SOD IS TO BE LAID NEXT TO THESE IMPROVEMENTS, FINISHED GRADE BEFORE SOD INSTALLATION SHALL BE 1-1/2" BELOW THE TOP AT LOCATIONS WHERE DRAINAGE IS TO FLOW ACROSS HARDSCAPE, THE GRADE SHALL BE FLUSH, OR NO MORE THAN 1/2' BELOW HARDSCAPING. D MAINTAIN A MINIMUM 2% SURFACE DRAINAGE AWAY FROM ALL BUILDINGS IN PLANTING AREAS. FINISHED GRADES SHALL BE RAKED AND SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER AND ALLOW SMOOTH, EVEN FLOW. E. FLOAT TIJRF AREAS WITH A ◄-WIDE MINIMUM FLOAT. ROLL ALL PROPOSED TIJRf AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. LAYOUT AND SPACING A. STAKE LOCATIONS OF TREES AND OlJTI.INE PLANTING AREAS AS SHOWN ON PlANS. OBTAIN lANDSCAPE ARCHITTCTS APPROVAL PRIOR TO EXCAVATION OF PLANT PITS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INTERCHANGE OR SHIFT PLANT LOCATIONS PRIOR TO PLANTING. B. WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHAU BE VERIFIED, AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA_ WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE MATERIAL AS SHOWN ON IBE PlANS AND DIRECTED BY THE lANDSCAPE ARCHITECT. C. GROUND COYtR MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSION SHOWN ON IBE PLANS, PLANT MATERIAL INSPECTION A. REVIEW BY THE LANDSCAPE ARCHITECT OF THE PLANT, UPON DELIVERY SHALL BE FOR QUALITY, SIZE, AND VA.Rim ONLY, AND SHALL NOT IN ANY WAY IMPAIR THE RIGHT OF REJECTION FOR FAILURE TO MEET OTHER REQUIREMENT, DURING PROGRESS OF THE WORK. PLANTING A. PLANT PITS SHALL BE AS SHOWN IN THE Pl.ANTING DETAILS ROUGHEN SMOOTH PIT WALLS CAUSED BY AUGERI NG HOLES. SLICK PIT WALLS CAUSED BY AUGERI NG IN TOO WIT SOIL Will NOT BE ACCEPTED B. PLANT MATERIAL WITH ROOT BALLS BROKEN OR CRACKED PRIOR TO OR DURING PLANTING OPERATIONS SHALL NOT BE PLANTED, C. EACH PLAITT SHALL RECEIVE 'AGRIFORM" (OR APPROVED EQUAL,) PIANT TABLETS AS FOLLOWS: 1 GALLON CONTAINER 5 GALLON CONTAINER 15 GALLON CONTAINER PER 6 INCH BOXED TREE SIZE 1-21 GM 2-21 GM 3-11 GM 1-21 GM D. BACKFILL PIT WITH Pl.ANTING MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY, BACKFILL TO FINISH GRADE AND TAMP FIRM. FORM A SHALLOW BASIN AROUND EACH PLANT P!T AS DETAILED. E. REMOVE NURSERY STAKES ON All YINES AND ATTACH TO ADJACENT WALL OR FENCE WITH GREEN PLASTIC VINE TIES. F. REMOYt NURSERY STAKES FROM ALL CONTAINER STOCK. PRUNE SIDE GROWTH ON TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. G. CONTAINER PLANTS SHALL NOT BE PLACED WITHIN 12 INCHES OF SPRINKLER HEADS. H. SHRUBS AND TREES SHOWN IN Pl.ANTING AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TD WITHIN 12 INCHES OF MAIN PLANT STEM. I. UPON COMPLl:TlON OF THE WORK, All TREES AND SHRUBS SHALL HAVE HAD ANY BROKEN BRANCHES REMOVED AND INJURIES REPAIRED. CLEAN AND RE·CUT WOUNDS OVER y ( ANO COAT WITH TREE WOUND PAINT. ).D7 TREE STAKING OR §~'Ill§ A. STAKE OR GOY All TREES 5 GALLONS AND LARGER PER DETAILS, DRIVE STAKE INTO FIRM SOIL NEXT TO ROOT BALL. TREE STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON TREES SHALL BE PLANTED WITH STAKES REMOVED. D 5' Pf p• ~ AtlD-UdlGCR. P:L:Alff .Hil"[B ! kr 111111! tT I -F:4:ST T+H~f.E-C IN "'IRES (; Git '!GE~ 1U ~,PAT-f-£-fiJf--ltS-OCFA!-LE:G,;:·-W+R£cSl It 11 BF FttC I SEO W RI IDOliR I 105E 11 'I l[R£.-t+-COUES 111 GOtFO CfWl+ll-l,1€,~~G-U'fttffi M1'Y 0[ eJ llfflL'-WTI IE L' 'lflSG' PE t RGI 11-HCf \!QIER-E QotlDITIOrl5 PER&fff~. .0. SOB Sllid.L ac IIAR"ESf.£.f➔,-&E-il'l=EREB-.AJIB lt!ST,tsJJ:eB 1111Tllltl t PERI OB-OF 4 IIOIJF~. 11~[6655 A 51 lilt Pl E PRE5ER"ll1Qbl UE=J"I 10[3 15 t f?l?RQ¥E& ~-T-Q-OEU¥E-ft¥;: see tlO~ IU!,f,t HG~ '-ffl'f~4ftii n1J:£::nt tE S! L\U fS:E:#l:£f'ECTH: > f l[J • ;:; '.:EP=fE[;J aY Tl !E L/J~t SC ~"t , ,RCMl'ft:C+ F'RI::: ~ TO tNST.\L-lATl@N,,.-=6@e SI L1<H M{ff-a:I; 11} R' 'tf;-fEB OR: DELI' 1'bRE§ l' 111] I i l D ,~u1E CCI Ffff l=f {Cf(£S,SIV(l¥.W:Q:.{)R.fflffl t I!\' ;I Ol'[R!El¥ AFFGG'.f fl1i··ffl'.8EllJI Ir !El Ff. ,i.;.. PRE~I RI: 50E' BEEl 1£ ~IOTEEl FOR SOIL PREPS D EFIOtl t PIO FUI[ €? !fl !ti€, 4.-Mtt1\ftE:~·l:O:ft.-fSGOg,~i;,-'tfffl:f-ft..~ffi Hlt11~1.\ff AIR P€l2l(g::rn. lN.\ffRTIIOROUGIILYTO .\ C EPfl I OF Al LE.'Zf fl. Rf GR:.1.fl E If SEffl.trlC O@G'IR:£. i IJUROU.: see l'I Ul:E-5#4E--O!Ri'CUON-E.\(;I I UME-: 20E' :5:):Ll±L -BE l:.i':ffi lff A ST/,6€iE!tie r',\ffiRf I, "''lffl 1#/~AA Vo.ti£.,• !i'fAffi'.-1.,\\'~/ffi Se&,1.Wlffi-Tl-lf W/ffifi'f 5'f'ft,•JGlff li~GISAl<tl-Al TIIE DOTT~H1 9f 5LQPE:S, E. Pm OO'l'f ™e/c-ffl{)ia\ffHlltttOPfiS OF p OR GMXffiR l''J'.fl I \''C©DED ~E§S. "F. lw.Ttfl-S-Oe.wn-1 m, 30.-KUII FHiiS Qfl P'l ►IC lf-50e Etmr f(AIN5-l' Pl OPEtl BED OF SOil, l murm Tl IE 50lL\6,\II IST THE 300 l':'.[HJg:f;) FRf'/EI IT CRYll 10. v,; ;,ffft 1-t IOROUGI lli :ff 7"1[ E ►IO OF Tl IE B t'' t tL SOD ~Li' EEB Tl LST E P' TO l?BIHR 1-a:; THE 501L !I LE:t&r P. 6, ROLL \l:L-SOOOEO-~Hc-~R--W:ClGIWG-M!PRG¾l~te.lI:l¥46 P80,f9S.PER LIUL!i UI Cll lO CO rtP • G"r:fl I( 5 01 L / ROl!rl[~ THC RO O"ffi..ANf:)-?-ROV=ltlE .\ 311€ Jll I EYEll 1101/.'HIG SU!iC';!g[_ 3.09 FLATTED GROUND COVER A. ROOTED CUTTINGS SHALL BE PIANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS. ANO SHALL BE SPACED AS NOTED ON THE DRAWINGS. B, ROOTED CUTTINGS SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME OF TRANSPLANTING, AT TIME OF TRANSPLANTING THE SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM THE FLAT. EACH PLANT SHALL BE PLAf'lTED WITH ITS PROPORTIONATE AMOUNT OF SOIL IN A MANNER THAT Will ENSURE A MINIMUM OF DISTIJRBANCE TO THE ROOT SYSTEM. C. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT OR WILT BEFORE OR DURING PLANTING. WILTED PLANTS Will NOT BE ACCEPTED. D. AT THE TIME OF PLANTING EACH GROUND COVER PLANT, THE EARTH SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT A!R POCKETS. WATER GROUND COVER BEDS IMMEDIATELY AFTER PLANTING. 3.10 MULCHING JIT J.:Z A. WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AREAS WITH Ao' LAYER OF SHREDDED FIR SARK (WALK•ON BARK OR APPROVED EQUAO. MULCH FLATTED GROUND COVER BEDS PRIOR TO PLANTING. PROTECTION AND CLEAN-UP A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, Pl.ANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE BY THE OWNER. REPAIR AND/OR REPLACE ANY DAMAGED AREAS AT NO ADDITIONAL COST TO TilE OWNER. B. AFTER PIANTING OPERATIONS ARE COMPLETED, THE CONTl\ACTOR SHAU REMOVE All TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, AND OTHER ACCUMULATED DEBRIS FROM THE SITE. LEAYt THE SITE IN A CLEAN. WASHED CONDITION, REMOVING All UNUSED MATERIAL, TRASH, AND TOOLS. INSPECTIONS A. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE AND SET APPOINTMENTS FOR IBE REVIEW Of THE FOLLOWING OPERATIONS BY THE LANDSCAPf ARCHITECT, • FINISH GRADING • REVIEW Of PLANT MATERIAL AFTER DELIVERY TO THE SITT J.1) SUBSTANTIALLY INCOMPLETE, IBE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LANDSCAPE ARCHITECTS HOURLY CHARGES ANO PER DIEM. COMPLETION AND WALK-THRU A. AT THE COMPLETION OF All WORK AS OlffilNED ON THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND SCHEDULE A REVIEW OF SAID WORK ("WALK- THRU'} TO DETERMINE THAT All ASPECTS OF WORK ARE COMPLETE WORK MUST BE FULLY COMPLETED ACCORDING TO All DRAWINGS AND SPECIFICATIONS, AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO COMMENCEMENT Of THE MAINTENANCE PERIOD, J.14 MAINTENANCE AND ACCEPTANCE l-'5 A. TilE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN All AREAS INCLUDED IN THE CONTRACT DURING TIIE PROGRESS OF THE WORK, TMROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK_ B. THE CONTRACTOR SHALl MAINTAIN All PLANTINGS FOR A PERIOD OF $1)(1'( (60) CALENDAR DAYS MiER APPROVAL Of COMPLETION AND NOTIFICATION IN WRITING OF THE START OF THE MAINTENANCE PERIOD. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK '-DAILY WATERING OF ALL PLANT MATERIAL. ,. REMOVAL OF All WEEDS FROM PLANTING AREAS. J. REPLACEMENT OF ANY Dl:AO, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. -1-RE-SEEDING OR RE-SODDING OF DEAD OR DAMAGED TURF AREAS AT TEN DAY INTERVALS. 5-PROPER ADJUSTMENT ANO MAINTENANCE Of THE IRRIGATION SYSTEM_ 6. FILLING, RECOMPACTION, AND REPIANTING OF ANY ERODED OR SETTLED AREAS. 7, WEEKLY REMOVAc OF ALL TRASH, LITTER, CLIPPINGS AND FOREIGN DEBRIS. 8. MOWING OF LAWNS ON A WEEKLY BASIS 9-REMOVAL BY SHOVEL CUTTING OF LAWN WITHIN : FOOT OF THE BASE OF TREES OR SHRUBS LOCATED IN LAWN AREAS. 10. DISEASE, INSECT AND RODENT PREVENTION AND CONTROL MEASURES, 11. AT 30-DAYS AffiR COMPLETION OF PLANTING, APPLY AMMONIUM PHOSPHATT AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET TO All PLANTING AREAS. 12. AT 60-DAYS AFTER COMPLETION OF Pl.ANTING, APPLY 16•f>.8 FERTILIZER AT THE RATE OF 6 LBS, PER 1,000 SQUARE FEET TO ALL PLANTING AREAS, C. ANY DAY TilE CONTRACTOR FAILS TO ADEOUATHY WATTR, REPLACE UNSUITABLE Pl,ANTS. WEED, OR OTHER WORK OF THE MAINTENANCF. PERIOD Will NOT BE CREDITED TOWARDS Tl'E COMPLETION OF THE PERIOD. PLANTS AND LAWNS WHICH DECLINE DUE TO LACK OF CONTRAC'OR MAl1'TENANCE SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. D. PRIOR TO THE ENO OF THE MAINTENANCE PERIOD. AGAIN CONTACT TIJE lANDSCAPE ARCHITECT TO SCHWULE A FINAL REVIEW ("WALK-THRU"). THE OWNER MUST ACCEPT All MAINTAINED AREAS IN WRITING TO RATIFY THE ENO OF THE MAINTENANCE PERIOD E. IF, DURING THE MAINTENANCE PERIOD, ON SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT OR OWNER DETERMINE THAT PROPER MAINTENANCE PROCEDURES ARE NOT BEING FOLLOWED, THE CON'"RACTOR WILL BE NOTIFIED IN WRITING. COR.'\.ECTIONS SHALL BE MADE WITHIN TWO WORKING DAYS OF NITTIFICATION, OR THE OWNER MAY ELECT TO EXTENT IBE MAINTENANCE PERIOD BEYOND 60 DAYS, SUCH EXTENSION BEING EQUAL TO TIJE AMOUNT OF TIME REOUIRED TO CORITTCT THE MAINTENANCE PRACTICES. PROTECTION A. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM VANDALISM AND ACCIDENTAL DAMAGE. AlfY DAMAGE SHALL BE PROMPTLY REPAIRED BY IBE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. B. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM DAMAGE CAUSED BY FROST OR TORRENTIAL RAINS. ANY DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3.16 GUARANTEE A All SHRUBS, GROUND COYtRS, LAWN AREAS ANO 5 GALLON SIZE TREES OR LESS SHALL BE GUARAITTEED AS TO GROWTH AND HEALTii FOR A PERIOD OF NINETY (90) DAYS AFTER FINAL ACCEPTANCE BY THE OWNER. 15 GAi.LON ANO ALL BOX SIZED TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. B. PLANTS WHICH DIE OR LOOSE MORE THAN THIRTY PERCEITT (30%) OF THEIR LEAF OR BRANCHING STRUCTIJRE SHALL BE RlPLACED UNDER THIS SECTION, C. THE CONTRACTOR. WITKIN FOURTEEN (14' DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED Pl.ANTS WHICH FOR AlfY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. All PLANT MATERIALS REPIACED SHALL EE GUARANTEED FOR 1li£ ORIGINAL PERIOD, BEGINNING WITil THE DATE OF REPLACEMENT, END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RIX ___ _ EXP.· ____ _ • TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES APPROVED BY: • GROUND COVER LINES AND HEADERBOARD PLACEMENT VITT >:r111r RE\o1E'w'(D BY: • PRE•MAIITTENANCE PERIOD WALK•THRU • POST MAINTENANCE/ FINAL ACCEPTAf'lCE WALK-THRU ENGINEERING PLA.N CHECKER CATE INSPECTOR OATE B. IN TIJE EVENT THE CONTRACTOR REQUESTS INSPECTION OF THE WORK, AND SAID WORK IS t----t---t------------------+---+--+---1-----l ~ 3 ~ CIT,1N~1!cn~~~~AD_ ~ 0ATt NTW. OOCIH{I)t or ,.._ R~SJON DESCRIP110N OAn: NlU,L O.I. n: "" 1\,,.. Qr,~ ... :=:===-===::::::=============~==~ CARLSBAD OAKS LOT35 2885 LOKER.AVENUE EAST ASSIST ANT f'\..(NNING OIAEcroR: D11+1 BY: I PRO.XCT NO.. I DRA'MNC NO. CHKO BY: ---~---P_I_P_9_7_-_•_-t __ _, 369-4 L RVV.O BY: _ 97-.21s