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HomeMy WebLinkAboutDWG 432-2L; SDP 01-01B; BILTMORE PACIFICA; 01-23DEPARTMENT OF 'ENVfRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. !Ill ~ !i'+,l;LiL 11111! ~ IN -.CC~l'lNCI WITH THI OM'IIL99AD MIJNICll>AL WA TEFI OISTl'll01"9 RULES Al'.O i'IEC3UI.ATION8. 2. ~ Wliff!fl. fOIJf<ITl'llN'l!I AND Dl!90HATID OIJTDODIII l!ATIHG Ml.t!AS IIH,l,I.L 191! "11tOTECTl!l) AGAINST CONTACT WITH P!IECYCLED WATEi'I Sl'RAY. MIST. 0A i'ILINOFF. I. ••r~m fl'AACTICU ~it.Ll R UHC ffl l!'L"'"""TE OIi! CONT1'!0l 1'0 THI! !!E!IT EXTENT ~OSSIILE l"OND1NG, i'IUN-OFF. OVEi'I-SPi'IAY ANO MISTING. 4. 1-1011! 11111 Ai'II! ITIIIICTL Y "'IOHIIITEO. I. C1'10el-C!ONNl!CTIOMI ll!TW!!Jid Plt!C'l'Cll!D WA Tl!lll LIN!!I AND P'OTAl!Llt W"-Ttll: LIHl!S ARE STl'IICTL Y l"MOH!elTEC. I. NO !IU9STl'l'tJTIONiS CfF 1"111'1! Mit-, 'l'l!!W.ll Will H ALLO'M!O WITHOOT Pl'!IOfll AP'!lll!O'IIAL OF THE OTAY WATEIII "1STIIIICT. 1. .-it.l llllMNlN 111'1"'111 !IMlll.L HIIIW! WM!IINO TM'!! P'l!'!I CA!llttll.-.0 MIJIIIICll>At. lm.TER Oll!ITRICT'S J\UU!S AM, IIIE<3ULATIONS. I. HOUll!l f!llt IMIG"-TIOIIJ WITH 'Mt'rCll!D Wl'.Tl!fl Ml!E FMM 11:00 P'.M. TO 11:00 A.M. THE HOUl'tS fOi'I IMIOATION WITH OISINF!!CTIEO TERTIARY RECYCLED W"-TEIII MAY BE MODIFIED BY THE LOCAL "-UTHORITY. IMIG"-TION DURING PUBLIC USE PERIODS WITH DISINFECTED TER'Tl"-IIIY lll!CYCL!O W"-T!l'I SHALL l9E UNDER THE SUPERVISION OF THE Ol!SIGNATEO USER SUPERVll!IO!lt. IFtRIGATIQ!,J WI™ WATER Of A Ll!!SSEIII QUALITY THAN DISINFECTED TERTIARY RECYCLED W"-TEII l!HAI.L 9E HTWl!EN THE HOIJIIIS OF 9:00 P.M. ,lliNC) e:oo AJ,t. t. llllltli"ll llfl MJL ~ AND P'll'ING SHllill. M!ET CAfllLl!AO MUNICIP'IIL WATER OISTl'l'ICT'S RULES ANO Rt!GIJI.AT'IONI. 10. ~ON-Dl!S~ff!t> lM Mt!AS SHALL IIE Plffl'rt!CTED l'fllOiM CONTACT WITH R!CYCL!O W"-T~, WHETHER 9YWIN08LOWN Si>AAYOIIIIIY OfRECT AF"i>LICATION THROUGH IRRIGATION OR OTHER use. L,O,CK Of PROTECTION. WHETMER tlY DESIGN, CONSTIIIUCTION i>RACTICE OR SYSTEM OPE AA TION. IS STRICTLY Pl'IOHll!tTEO. 11. MIGA TI0N lt!'AOS !!MALL IE MLOCA Tl!D OR AOJUST!!O TO MlfflMIZE OR ELIMINA Tl OVEl'I-Sl'1'tA YING ON S!Ol!WALKS, STREETS "-NO NON-DESIGNATED USE AREAS. 12. lll!CYCLl!O WATl!R QUICK COU1"1.ING VALVES IHALL 8E OF A TYPE OESl·ONED FOR THE use ON RECYCLED WATEIII OISTRISUTION SYSTEMS PER C"-RLSBAO MUNICIPAL WATER DISTRICT'S IIIULES ANO REGUL"-TIONS. 13. ON MCYtl!O WATER !IVST!!Mtl, M.l "-PPURTI!NANC!S (SPRINKLER Hl!AOS. VALVE &OXES, ETC.) SHALL l!IE COLOR-CODED PUIIIPLE PER ,O,WWA GUIDELINES AND SECTION 118815 OF THE CALIFOAN!IA HEALTH ANO !1,0,FETY COOE!. '4. .tltl IM!!Gill.TION Pll"!S SHALL Ill! STl!'NCll.tm WITH THI! -RNINO, ''NON-l'OTAIL! OR l'l!!CYCLIEO WATER." COLOR-COOED (PUlll!"LI!) ANO LAIO WITH WARNING TAPE >.NO ST!!NCILING ORIENTED TOWARD THI: TOP OF THE TRENCH PER THE CARLSB"-D MUNICfPAL WATER DISTRICT'S RULES ANO It!! GULA TIONI. 15. ON l>ll!W dlft-ltlTI!' !IV'ST!l,H (POST--m.J, "°1ABLI! WATl!R, CONSTANT PRESSUIIII!; Ree:YCL!D WATERAIIIO SEWER LINES SHOULD !IE P'lACED A MINIMUM Of FOUR FEET APART OR A$ DIRECTED IY THE PROJECT ENGINEER AND / Oi'I REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT Plf'E CIENTl!RLINES. 11. CONST~Ni' flflll!SSUIII! Rl!CYCLl!D W..TI" LMI Sl+M.L Cl'IOIS AT U!A!IT TW!l\111! INOHl!S lft'LOYI' POTA!ILI! WATEl'I LINES ANO M"-INTAIN AT LEA!IT TWl!LVI! INCH!S CROSSING SEP"-FtATION BETWEEN OTH•ER UTILITIES. 11. ii' A C()NSTANT ""'1!SStilM Rl!CYCL!!O W"tER LIM" MUST Ill!! INSTALLEO ABOVE A P0'1"Al!LE W,1,,TER L~ OR LESS TH"-N TWELVE IN~f.S BELOW A POTABLE WATER LINE, THEN THE fll!!CYCLEU! WATl'illl LINE SHALL BE INSTIILLEO WITlflN AN APl>IIIOVEO PROTECTIVE SLEEVE AS Pl!fll '!'HE OTAYWATE'R Ol'STRICT'S R:ULES "-NO PIECIULATIONS. 11. 'l'HE Rl!QOnlll!I) Olla!IS-CONNltCTION SKUl'DOWN Tl!ST SHAU 111: OONI! 1W 11"!! CARLSIIIAO MUNICIPIIL WATEIII DISTRICT ANO THE SAN DIEGO COUNTY OEPARTM£NT OF ENVIRONMENTAL HEALTH. It M ·~ ~1-C01,11te 1n. k4$I le'rlOIII MALL 81! OON1 ltY l!'™lfll THE C"-~l!IMO MUNICIPAL W,1,,T!R DISTRICT ANO/ OR THE SAN DIEGO COUNTY OEF'ARTMENT OF l!!NVIIIION•Mf.NTAL Hl!"-LTH. COPIES OF INSPECTION REPORT!! Will !IE FORWMIOl!O TO '!'HE NON-IN!IP!!CTING PARTY. 20. T.-O!!Sl<IN ANO LOCATION!! PROl'Oll!D !'OR l'll!C'fClEO W"-TER 't>O NOT ORIN~ Sl(lNS l!IHIILL 11E CALLEO OUT ON THI!! l'l."-NS. 21. WHEN fll!!~llO Y'lli<TE'R IM!COMfl Al/At.AILI. AN ON-SITE USER !lUP!!FIVISOlt !IHM.L II! DESIGNATED IN -!TING. THIS INOIVIOUAL SHALL IE FAMILIAR WITH i>LUMSIN(l SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF l!IACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED l"UP!VEYOFt'S i'IULES AND IIIEOULATIONS ANO THE SPECIFIC REQUIIIIEMENTS OF A RECYCLED W"-TER SYSTEM. COPIES OF THE DESIGNATION, W1TH CONTACT PHONE NUMBERS SHALL IE PROVIDED TO THE CARU!ISAO MUNICIPAL WATER DISTRICT. 1111 CAM! OF EWl'IOl!,<Y CONT"°T THCIM,1,,11 SMITH AT IIM-1132-1147 °".l\F-re.·M001111 CONTACT 1'KCJMM !!MITH AT llltl,.ffl•H'1'. 22. illLL l'Ull.lt Mill:l P'IWAT!! PIOTMU! WJl.ll!!fll W.INS INCLUDING 1"1111! 'MAM AND "-NY WA fEl'l 'Ml!!.LS ,A,NO WATEl'I COURSES WITHIN THE RECYCLED WATER PROJECT SHALL 9E SHOWN ON THE F'LANS. 23. Cllill 0U'r l'.lN M f'LANS IF THl!M 1W Olt Al'll NOT MIM(ING FOUNTAINS ,o,i;o I OR Dl!!SIGNATEO OUTOOOl'I EATING AREAS ON THIS SlTIE. M. IDlJC,o. ff .14.L IIMINffNANG't P EKSO,Ml!ll ON A CDNTINU0US MSll!I Of' THE fl'Rl!i,!!NCI! t,F 11:ECYC'LED W,O.TER. PERSONNEL MUST l9E INFOIIIMEO TH"-T RECYCLED WATER IS MEANT FOR ll'IRlO"-TION PUlll"OSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHINQ, CLEANING CJ(< TOOLS, ETC. GIVEN THE HIOH TUIIINOVER l'IATE OF EMPLOYEES IN THE LANOSCAPI! INDUSTRY IT IS IMF'Ofl!TANT THIS INFORM"-nON BE DISSEMINATED ON AN ALMOST DAILY BASIS. 2!1. A l'HV!IIOIL IEPAAATION SHALL !le l"IIIOVtOEO tETWl!l!N AOJACENT ARE"-5 IIIIRIGATECl WITH MCYCLED W,O,TEIII AN'D POT"-BL·E W"-TER. SEF'ARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHEIII APPIIIOVEO METHODS. CARLSB"-0 MUNICIP"-L WATER DISTRICT ~t~--1-<-MIAME. UMM ~OISRICT ENii°INEEFt R.C.E. 2817e COUNTY OF SAN DIEGO SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER lli'IE TO Ill! PERMANENTLY POSTED INSIDE. TH•E DOOR OF EACH CONTFtOLLEIII WHEi'IE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SION. COLOFt: PURPLE BACKGROUND WITH BLACK LETTERING. OUl0£LINE!I FOIII RECYCLED Wll.T!!lil US!! 1. llilRIGll. TE lll!TWE!!N THE HOURS OF 10:IIIO PM ANO 8:00! MA ONLY. WATl!Rffl 00'1'SIOE ffill TIME FRAME MUST BE DONE MANUM.L Y WITH OUALIFIEO !IUPl!KVISOIIIY PERSONNEt ON-SITE. NO SYSTEM SHALL ,._ l ANY TIME BE LEFT UNATTENOf.0 DURING USE OUTSIOlt THI! NOF!Mi>\L SCHEDULE. 2. IMIGATE IN A MiliNNl!1R THAT WLL M1NIMIZI RUNCOl'F, llOOl.1NG, ANO PONOl•NG. lHI APPLICATION RAT! SHIILL N·OT EXCEED THI!. INFII. TR"-TION RATE OF TI-ti! SOIL. TIMER$ MUST l!E ADJUSTE•O SO A!! TO ti! COMPATIBLE WITH THE LOWEST SOIL INFILTRATION KATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTl'IOL CLOCKS. {I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PFtOMOTE MAXIMUM SOIL ABSORPTION. 3. Al>.IUST SP>i'IA Y 1Hl!!"-DS TO EL!MiWI Tit OWl't'll"RJIN ONTO MEAS NOT UNDER THE CONTROi. Of TH£ CUSl'ON!EFt. FOR EXAMPLE. F'OOt DECKS. F'RIVATE PATIOS ANO LOTS ANO STREETS ANO SIOl!WALKS. 4. ' 8. 7. MONITOR .I.Nil MAM'AIN'T~ fflT!l!M TO MltiltMIZI! !!CIUlfl'Ml!N"I' ANC, l1U,1'il!RIAL FAII.U.-:. BROKEN SPRtNKLErlll HEAOS, LEAKS. UNRELIABLE VALVES. !TC. SHOULD BE IIIEF'AIRED "-IS SOON AS THEY BECOME APPARENT .. EDUCATE ALL MAINTENANCE PERSONNl!!L ON A CONTINUOUS WIS OF Tl-IE PRESENCE! o, RECYCLED WATER. PERSONNEL MUST BE INFORMl!.O THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY. ANO IS NOT APPROVED FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC. CJIVEN THE HIGH TURNOVER 111"-TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPOi'ITANT THIS INFORMATION SE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTR"-CTOR WHO IS RESPONSIBLE FOR EDUCATING EACH "-NO EVERY ONE OF YOUR EMPLOYEES. OITAIN PRIOR Al'Pfi!OIIAL OF ALL PROPOSl!O'CHANOES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SU!lMITTEO TO. ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO OESIGNEO IN ACCORDANCE WITH DISTRICT STANDARDS. ALL FIECYCLl!!D WJI. TltR SPRINKL!R CONTAOI. 'll';L \II!!! !!f>IAll IE TAOOl!!Cl WITH IOENTIFICATION TAGS. A. 1AM SMAlL 1111! WEATl<'l!'ltl'AOOF f11.,o,STIt, 3" X 4', P'UMl"LE IN COLM, W'l'Tl-1 THE WORDS "WARNING -RECYCLED W"-TEl'I -00 NOT OFtlNK" IMPFUNTED ON' ONE SIDE, AND "NO TOME EL AGUA" ON THIE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. I. !!IN! lAG lllHiA<Ll !IE ATTACHE!O TO EACH I/ii.I.VIE Al FOLLOWS: 1. ATTACH TOV"-LI/E STEM OIRECTLY CIA WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OIi! 3. ATTACH TO VALVE COVER WITH EXISTING VAL\/E COVER !!OL T. I ALL !lfl'RtN~LER HEADS SHALL BE ID!!l>i!Tlf'll!D AS RECYCL!O WATER SPFtlNl<LER HEADS. It. l!ACH IIUTOOAT'IC CONTROLi.El'I ANO I~ J.:!ISOCIATl!tl IECIUl"Ml!NT SHALL IE! IOENTIFIEO WITH A SIGN 191tARING THE( WORDS "ReCYCLEO WATER UISEO FOR IRRIGATION" IN ENGLISH ANO SP"-NISH, WITH BLACK LIETTERS, 1" HIGH, ON A i>URPLII BACKGROUND. THE SIGN SHALL BE i>LACEO SO THAT IT CAN l!IE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. OECLA~ "!'ION O!' ReSl'ONSl9LE CHAAGI: I HEREBY DECLARE THAT I "-1.t L"-NOSCAF'E Al'l¢1<11TECT Of' WORK FOR THIS ~;ROJECT. T...,,_i I EXCERCISEO RESPONSIBLE CHAl'IGE OVEi'I THE DIESIGN OF THIS PROJECT AS DEFINED IN Sl!C:TION , e703 OF THE BUSINESS ANO PROFESSIONS COOE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNO!!RST/IINO Tll!AT TI-ff! MOK Ott !IROJl!!CTciilA~NOS Al40 Sl'!CIP!OATIONS 1!Y TH!! 011'Y Of CARLSBAD ANO THE SAN DIEGO COUNTY OEPA1'TMENT OF ENVIRONMENTAL HEAL TH IS CONFINSO TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS LANOSC"-F'E ARCHITECT OF WORK. OF MY RESF'ONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTJ\NTIAL CONFOIW,a,NCE WITH THE AP'PFIOVEO LANDSCAPE CONCEPT PLAN, WATER CONSERV"-TION PLAN, FIRE F>ROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL l'IELATEO TO LANDSCAPING. JAMES J. RID E. LA S APE ARCl'IITECT R.L.A. 2eo9 FIRM NAM! "-NO "-OOAl!SS: TELl!PHON! NUMBER!!: REGISTRATION NUMB!R: l!XPIRATION OATE: DEVELOPER NAME ANO AOORESS: Tll!LEl"HONlt Nt:J!lll!IER: ltlOOE LANOISC"-PE ARCHITIECT$ 796 RAINTREE ORM!, SUITE 300 CARLSll"-0,l CA 112008 (790) 4311-10021 (790) 43$-1155 FAX 2809 . M"-Y 31, 20GJT ASCENT BIL TM~ CARU!l'l!AO LLC 1147!! E HARTFORD DRIVE, SUl'rE 201 SCOTTSDALE. "-Z. 8&255 IIM-932•1 , .. , Smith Consulting Architects Oepsrlment of Environmental Hemth . Land Use Oivlslion ENCllNEElll•S SIONATURE REQUIRED ON SHEET 1 ONLY FtEVIEWEO EN NEE ~P~Ct~R DATE --r GLENN LEEKS Fteoyclod Water I Croot Cortnicl1on Conlrol DATE 0 10 20 40 60 80AUE AND NOFITH 12220 El Camino Real Suite 200 San DiegoCalifomia 92130 !858179.1-4777 Fax 18581793 4787 ··•···•;i•~"l1 1 ·-..'ii• -,"1'-:'ii i .. ! ' I ! I ; . INSPECTION PROCEDURES 1. CITY CONSTIIIUCTl~ MilrSP!!CTION !11'1-"LL INCI..UD!: IA. LOCATION OF P!PI! LMS. C. l'IEOIJIFt!D !!i'EPAl'IA TION (HOFtlZONT At.LY ANO ll!!Ftlt:::ALL Y) 0. F'IPE IOENTIFICATION I!. POINTS-Otl'-¢0HNl!!C'1'I0ff (l'OC'Sj F, LOCATIOIII AtllO IO!!NT'IF'ICATION OF l!PRIN'~LER HeAOS 0. WARNING SIGNS AT THE SIT!! ANO ON Tl-IE 'tlll!UCKS H,it,/UL'INO Rl!CVOLIC WATER (IF RECYCLED WATER IS USED FOR CONSTl'IUCTION). AN AF'PRO\IEO LETTE1R REl3Al'IO'ING THE INSPECTION OF THE l'ROJ!!Cf SHALL 1!1E OBTAINEO FIIIOM. THE CITY ANO THE DISTRICT, ANO eE FOFtWAROEO TO THE SAN DIEGO COIJN'rY OEl'ARTMl!:NT OF ENVIRONMENTAL HEALTH P'RIOR TO FINAL INSPECTION APPROVAL. 2. 0 !STRICT FINAL INSPECTION SH"-LL INCLUOI!: A. COVl!RAGI! TESTS, "-FTER COMPLETION OF TH•l! SF'RINl<l.l!!R SYSTIEM, TO DETl!l'IMINI! THE ADEQUACY OF COVERAGI!! ON THE APPROVED US'!' IIREA ANO PROTECTION OF AIIIEAS NOT APPROVED FOR RECEIVING RECYCLED WATER. I. WARNING SIGNS ANO LA!ll!.LS. C. QUICK COUPLING ll'Al\/!!!!. 0. ALL i>!Sl'!!CTS Of THI! MISATION CONOIITION!I INCLUOINCI WINO!ILOW'N SPRAY, RUNOFF ANO PONDING. !!, REQUIRED PROTECTION O!' AL·L RE!l'll:ll!NTll'.l Al'l!!il!I. F. REQUIRE□ PROTECTION OF WELLS, llTi'IEAMS, R1ESEPI\/Oll'l!I, ETC. G. CPIOtll!I-OONNECTIOIII. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLl!TE INl!IPl!CTION 'NHfCH SHOUl.0 00\ll!R Pll"1$ "A", "I" ANO"()'' OIi' THE DISTRICT FINAL INSPECTION. LEGENb SVMBO. Dl!SCRll'TIOIII --.. -FAl'I-•---- ' ll'F!Ol"OS!!O P'OTAl!ILI! WA1'tR S'l'l!ITl!M i ----s-?w •--•• P'FtOPO!IEO IRRIGATION S'Y'ST!M MAINLINE ... PIFIE fltYOAANTS ALL l.ANDSCAl"!!il) ARE"-S AF!EA OF F!l!CYCLE!O WATER use •$ LOCATION OF CONNECTION POOIT(S). METEl'I ANO l!IACKFLOW PREVENTION .. "00 NOT DRINK" $ION LOCATIONill TYP'ICAL SIGNS ,----BLACK LOGO ,-----l'\JIFtPLE! IIIA~QAOIJN;[l I ,.. r-1" !!LACK LET'1'EAS / I, In Ord.,. lo COIIHM Ill'-... RECYCLED WATER I I I I I (N.T.S.) WAFINING l'tECYCLEO WATl!FI DO NOT OFtlNK RECYCLED WATER $ AFTER CONTACTING OS OESPUES 0£ USAA ,, i ~::@rcl8::: • t 12'' X!36" SIZE .032 ALUMINUM .. OIIO ASS PlA!!1'1C OR StlCK-ON Vl1NYL SIGNS 1" !ILIICK Ll!TTl!'FIS 2" liLACK LETTERS WAIH KANDI AF-ER CONTACN 1.AVl!S! SUS Ml'iN~ DESP'U!$ Cl! utM 11" X 11" SIZE . .032 ALUMINUM. llllC AH PLASTIC OF! STICK-ON VINYL SIGNS - I sHeer1Nbex ' SHEET TITLE RECYCLED WATEFt / TITLE SHl!!T CONSTRUCTION PLANS CONSTl'IUCTION Ol!TAILS & NOTE$ i IFtl'IIGATION PlANS , I I IFtRIGATION !'.OTES I LEGEND IRFtlG"-T~ OIETAILS ANO CALCULATIONS I . PLANTING PLANS l'lANTING OETAIL15 & N0'1'ES L.AHDSCAPE SPECIFICATION$ - --- -I . G!'Q~OVERS OF RCW : ---~ --AND PW M"-IN -RC ; I,.. MAIN TO BE !ILEE\11!0 --- PER NOTE 16 THIS SHjJ'J.- ...---...... --- I PROJECT M'AP SHEET NUMBEIII 1 2·1 ; a 1 -~o 11 12 -14 15 -18 19 20 -23 -- ---: ,,,,,,. _. ~ CKOS!IOYERS 0, RCW ANO PW MAIN -RC MAIN TO SE !ILEEVftl l"ER NOTE 16 THIIS !IHl!T NOT TO SCALI!£ TRACT NO. 94-09, UNIT NOS. 2 & 3, MAP NO. 13408 ,.. AIRF'ORT 11!0111.l ' VICINITY MAP -- ... ... I I _j APPROVED FOR PlANTfNG AN10 l~RIGATION ONLY, . INCLUDING PBECtSI LOCATI.ON OIF PLANTING AREAS. R~ISION!I MUST Bl! "-PPROVl!O SY PUl!ILIC HEALTH ENGINEER, A$ST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO CITY OF CARLSBAD l"LANNING 01!a-ARTMl!NT al W18 23 ~ I D G E LANDSCAPE ARCHITECTS 7$5 Raintree onve, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax. 780-4381155 www.ndgela.C001 R.C.E. ------ REVIEWED BY: i, ' .... 1-""-··•;·····r·:~'"·~~"r""~I! ·~1·-··t·''tl ~-il!l~:·j" . ··1r····•C; . . . r I I ·I i I I ' ' I ,I, I i' I I I IMPLEMENTATION IN FIELD. . DATt IT Dt:SCRIPTION FIIEVN!NON9 RECYCLED .WATER TITLE SHEET BILTMORE PACIFICA ¥-G::CC DATE OWN IY_--:::JC::--- CH~D IY_...,RS ___ _ ,t!LO IY SOP 01-01-(!) f j I I I I I I I, I i : I ' : ' ! 1 • I ' ,' : 'J'·: 1-~------ I I +- / pi' I ' r I PA " ro--o I ,,-· I I r // PALOMAR AIRPORT RD. I I I I I I 'f=---P.,..A. __ .....,,I I -+-------+--~-- -I I I / ___ /·-✓--- ,_ / . P.A. / ·. I id· I . ! ·. SE:WER 1 ------;'J EAStMENT ~-,.,~ ----+--~--+ +----+---1 \ ,/1 ----+----+ }==~"""==~=..I I P.A. '1-===a~ __ =i=="""I I P.A. - -I -,,:;;Ll~-.=.-.... -+--c---1 I -+---t---',--r . ·······•r --+·-·-_______ --····~+'\ I I -+-.._---+-----I I +-~-----t-----I I 1 I ··--1 I ~--PA~-1 \ I PA I 1 I I I I .• I -+-----+-~-I -----i ; i..----...---..-----11111!1---- MATCHLINE -SEE SHEET L 1.2 (3) ------------ Fl' r KEYMAP NOTTO SCALE 0 10 20 40 60 SCALE AND NORTH j ~ P.A. ,. \ \ \ \ I \ ~-) \,.-; . -~ ''', w -f z ::J I I / 1 c;,I (.) " ~ ::.? i • ;., '· CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.1. © CONSTRUCT SAWCUT JOINT PER DETAILS, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEETL2.1. (jJ) CONSTRUCT 'GRASSPAVE2' PAVING WITH CONCRETE EDGE BAND AT' EMERGENCY ACCESS PER DETAIL G, SHEET L2.1. VOID FURNISH AND INSTALL CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TABLE PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S GRADING & DRAINAGE NOTES THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® CONCRETE GUTTER PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS. ® CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. ------EXPANSION JOINT CONTROL JOINT ® HANDICAP RAMPS PER CIVIL ENGINEER'S SHEETS. P.A. PLANTER AREA ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. TURF TURF AREA @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. 0 TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURG, TO BE PROTECTED IN PLACE. © EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® PEDESTRIAN TRAIL PER CIVIL ENGINEER'S SHEETS ® BOLLARDS PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER PAVING: CONCRETE PAVING CONCRETE BAND COLOR FINISH/ PATTERN COMMENTS NATURAL GRAY MEDIUM BROOM NATURAL GRAY LIGHT BROOM BROOM STROKES PERPENDICULAR TO EDGE OF PAVING '-,-: 'r,,,,~ f' (:j~ 0 BROOM STROKES PERPENDICULAR TO EDGE OF BAND R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 31:0 Ca~sbad, CA 92009 Tel 760 438 1002 Fax 7604381~55 www.ridgela.com PROPOSED 3-STORY MULTI-TENANT OFFICE I I SITE FURNISHINGS: §I ~ INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP PRE CAST CONCRETE TABLE, MODEL: 'TS44R' PRE CAST CONCRETE TRASH RECEPTACLE, MODEL: 'TR14RM' W/ ALUMINUM LID PRE CAST CONCRETE BOLLARD, L.M. SCOFIELD (800) 800-9900 SAN DIEGO PRECAST (619) 449·6810 SAN DIEGO PRECAST (619) 449·6810 QUICK CRETE (760) 500-8609 C-27, 'WESTWOOD BROWN' MEDIUM WASH NATURAL GRAY LIGHT BROOM C-27, LIGHT 'WESTWOOD SANDBLAST BROWN' C-27, LIGHT 'WESTWOOD SANDBLAST BROWN' C-27, LIGHT 'WESTWOOD SANDBLAST SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP ADA HANDICAP CAST LOGO .. ~: ,__..,..::, ..... ;;.;;•.;;.;;;;:,:~Z:;.;~.;;.•.;.;;:3 0 lg MODEL# QR43B BROWN' "AS BUILr DATE R.C.E. _____ _ REVIEWED BY: INSPECTOR DATE I I -I FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.1 (6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN BILTMORE PACIFICA ASSISTANT PLANNING DIRECTOR OWN BY_--,c,JCc--- CHKD BY __ R_S __ F'IELD BY PROJECT NO. l/--C-a; DATE DRAWING NO. 4322L L1.1 i Ii ------_-_-_-_-_-_-_-_-_~_-_--_-_--_--_-_ .. _ .... _._-------------·····------··-·----_-_-_----------________ ....;..,;;;;;;;;;;;;,;;.;..,;;..;,,,.,···"""-----------------------------------------------=--=-------------------=--=--====-7 ~-I ---c-.._,_~ I I --1 I . ,. 1 \ t I I I I i . I~ i LU ,~ /': . I: \ I tA\ . . ---\-'---- I J j i KEYMAP NOTTO SCALE 0 10 20 40 60 SCALE AND NORTH ---------- ------- GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND PA TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA "AS BUILr DATE - R I D G E LANDSCAPE ARCHITECTS R.C.E. ______ _ R.C.E. _______ _ 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 7604381155 www.iidgcla.com REVIEWrn BY: INSPECTOR ----------------------------------~------·-; I DATE J CONSTRUCTION LEGEND Q) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1 . ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1 . ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L21. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L21 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L21. @ CONSTRUCT 'GRASSPAVE2' PAVING WITH CONCRETE EDGE BAND AT EMERGENCY ACCESS PER DETAIL G, SHEET L2.1. VOID FURNISH AND INSTALL CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS FURNISH AND INSTALL TABLE PER MANUFACTURER'SSPEPFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® CONCRETE GUTTER PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEE'. S. ® CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. @ HANDICAP RAMPS PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. (D ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. 0 TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. © EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® PEDESTRIAN TRAIL PER CIVIL ENGINEER'S SHEETS. ® BOLLARDS PER CIVIL ENGINEER'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING: ... · ....................... · .... : 1············· I .... ' .. ' . ' .. '. " .. ., ............... . ·················· . ..... , ....... , .. . .................. .. ................ : ................. , KEY DESCRIPTION ~ CONCRETE PAVING ~ CONCRETE BAND INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP SITE FURNISHINGS: 0 PRECAST CONCRETE TABLE, MODEL 'TS44R' PRECAST CONCRETE TRASH RECEPTACLE, MODEL: 'TR14RM' W/ ALUMINUM LID PRECAST CONCRETE BOLLARD, MODEL# QR43B MANUFACTURER L.M. SCOFIELD (800) 800-9900 SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 QUICK CRETE (760) 500-8609 COLOR FINISH I PATTERN NATURAL GRAY MEDIUM BROOM NATURAL GRAY LIGHT BROOM C-27, 'WESTWOOD BROWN' MEDIUM WASH NATURAL GRAY LIGHT BROOM C-27, 'WESTWOOD BROWN' C-27, 'WESTWOOD BROWN' C-27, 'WESTWOOD BROWN' LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST COMMENTS BROOM STROKES PERPENDICULAR TO· EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP ADA HANDICAP CAST LOGO FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.1 (6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 0127/06 RS ij COOLING TOWER/ TRASH ENCLOSURE RE-LOCATION DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN BILTMORE PACIFICA . PLANNING CWN BY __ J_C __ _ CHK0 BY_~R"'S'"--- FIELD BY PROJraCT NO. SOP 01-01-(B) -,-,•--,-----------.--- DATE DRAWING! NO. 4322L L1.2 ) \ \ l i , . 053007 I . - 1 I I r I······ ... I I I I I I % ....... , ••• , •• ,. -- PALOMAR AIRPORT RD. ' I - ---~~-.,•.~ ... --_.---~'.;.:.._,,,.. . . ... ';( .. -~----··· .. --.. ~-··-· SCORING SHALL ALIGN . WITH PARKING STALL TURF .... / . ,'-('-YOUT AS SHOWN R3'-6" . ... . ----·· . -.:;;;:-:i·:i❖ ,.,,-,r· . ,.;.· :-:-;;:-,•--:;;;;-':-:-: --••..•.• .... . o, ...• _,_._ - ))i .t:/t/ ·t :::;:. ::i: ::::. :::.·::::: -·:: ..................... .... , ............. " ..... ......... ...... . ... , ... , ..... , .. . .............. ... . .............. ------ KEYMAP NOTTO SCALE n· a j 0 10 20 40 SCALE AND NORTH I 60 . . . <\ P.A ... •- ······2b· :tiTE EA EM£ T \ PA \ \ 24'-3" /·····r·· --':1'-\31<'----,-.. -,. • / / P .. P.A . . ' -·- CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.1. 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.1 . ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.1. ® CONSTRUCT 'GRASSPAVE2' PAVING WITH CONCRETE EDGE BAND AT EMERGENCY ACCESS PER DETAIL G, SHEET L2.1. VOID FURNISH AND INSTALL CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TABLE PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY GRADING & DRAINAGE NOTES @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ CONCRETE GUTTER PER CIVIL ENGINEER'S SHEETS . © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. @ STRIPING PER CIVIL ENGINEER'S SHEETS . A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS. ® CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS SYMBOL LEGEND @ HANDICAP RAMPS PER CIVIL ENGINEER'S SHEETS . PA ll-----l-----l-----f---'----l~---+----+--+--+--+---l PA ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. PA TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA / ,. i ..... ____ ,. ""•·-~····· ·---~-- ------ R I D G E LANDSCAPE ARCHITECTS ·- 755 Raintree Drive, Suite 300 Carlsbac:I, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgera.com PA --- PA I I I I I I I I . ' I I I I I I I I I ... .c.-:::-:.1 I I --·I . -----r -----,,-:---------I 100 YEAR FLOOD LINE I ~-LIMIT OF GRADING ·--· , ........ ,,., .. -.... - ~-EXISTING 50' RIPARIAN SETBACKLiNE .. . --I ... ._I ........ -·· ·1 I ...... I I • 0 ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. {D TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. © EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® PEDESTRIAN TRAIL PER CIVIL ENGINEER'S SHEETS. ® BOLLARDS PER CIVIL ENGINEER'S SHE_ETS. COLOR AND FINISH SCHEDULE SYMBOL KEY PAVING: I l ............ , ... . .-....... , ....... .. .... , ........ , ... . ·················· ............. , ... . . , ............... . .... , ............ . SITE FURNISHINGS: 0 DESCRIPTION CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP PRECAST CONCRETE TABLE, MODEL: 'TS44R' PRECAST CONCRETE TRASH RECEPTACLE, MODEL: 'TR14RM' WI ALUMINUM LID PRECAST CONCRETE BOLLARD, MODEL# QR43B MANUFACTURER L.M. SCOFIELD (800) 800-9900 SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 QUICK CRETE (760) 500-8609 COLOR FINISH I PATTERN NATURAL GRAY MEDIUM BROOM NATURAL GRAY LIGHT BROOM C-27, 'WESTWOOD BROWN' MEDIUM WASH NATURAL GRAY LIGHT BROOM C-27, 'WESTWOOD BROWN' C-27, 'WESTWOOD BROWN' C-27, 'WESTWOOD BROWN' LIGHT SANDBLAST LIGHT SANDBLAST LIGHT SANDBLAST COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP ADA HANDICAP CAST LOGO FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.1 (6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R.C.E. _____ _ REVIEWED BY: INSPECTOR 1012710 RS ~ COOLING TOWER I TRASH ENCLOSURE RE-LOCATION DATE LANDSCAPE CONSTRUCTION PLAN BILTMORE PACIFICA R.C.E. ______ !---+---+-----------------;-----, :==:=='=:':======================: APPROVED I / dl_ DATE BY DESCRIPTION APP'O DATE REVISIONS I1-!d. 4t-El4IT , PLANNING . OWN BY __ J~C~_ CHKO BY_,;__R;::;S __ rlELD BY PROJSCT NO, SDP 01-01-(B) C,-fl-01 DATE DRAWING NO. 4322L L1.3 I I / ' 053007 L I I ·.1., •.. , _I_ I I I I I I I I I -i- i . -· I I I PA I I', I I : : l. I I I I I I I I I I I- ----..... ,. •...... -.-., .. :. -·---.---- .-.- / -· --~/ '\ -- . ,. .. -.... , .. --.. _ .. , .. _. ~-------. -~-------- PA -· PA --. I I ., -,, .;_::. -·-'-=~------"'7:::"-,_.,-,, > -.-- I I -1 I I I I I I I I I I I . .f : . I .... ·-. r I I I I .. I I I ~ -: .r .. . I • i' . -,•"''"'·' ·:: ('.'.;1)/A-:j;:1.i;?)tl':;;;\_:·:i;p , ~,- r,: PROl'OSED µ,Y BUILDING:.·:: · 0 • o',,-:·.: .. •;c, (f\") / ·, ,;<>;:'-.:::-/" ----------- KEYMAP PA NOTTO SCALE •',. ' -' Fl' 0 10 .. ' . . . . / •' ,, ' . ' ' ' 20 PALOMARAIRPORT RD. ' 40 •'' _,.. .••. ,,,.-• -~•--"' 1 60 / / SCALE AND NORTH / R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive. Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 '155 www.ridgela.com l I \ l I \ l I \ GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.1. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.1. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.1. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.1. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL 8, SHEET L2.1. 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.1. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2,1, ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.1. @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.1. @ CONSTRUCT 'GRASSPAVE2' PAVING WITH CONCRETE EDGE BAND AT EMERGENCY ACCESS PER DETAIL G, SHEET L2.1. VOID FURNISH AND INSTALL CONCRETE BOLLARD PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TABLE PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL TRASH RECEPTACLE PER MANUFACTURER'S SPECIFICATIONS. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS, ® CONCRETE GUTTER PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. @ STRIPING PER CIVIL ENGINEER'S SHEETS. © PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS. ® CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS. ® HANDICAP RAMPS PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. 0 ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. 0 TRASH ENCLOSURE PER ARCHITECT'S SHEETS. ® EXISTING CONCRETE CURB. TO BE PROTECTED IN PLACE. © EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® PEDESTRIAN TRAIL PER CIVIL ENGINEER'S SHEETS. ® BOLLARDS PER CIVIL ENGINEER'S SHE~TS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER PAVING: COLOR FINISH /PATTERN CONCRETE PAVING NATURAL GRAY MEDIUM BROOM ~ CONCRETE BAND INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP L.M. SCOFIELD (800) 800-9900 NATURAL GRAY LIGHT BROOM C-27, 'WESTWOOD BROWN' MEDIUM WASH NATURAL GRAY LIGHT BROOM COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF BAND SAW CUT JOINTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. SITE FURNISHINGS: PRECAST CONCRETE TABLE, MODEL: 'TS44R' SAN DIEGO PRECAST (619) 449-6810 C-27, 'WESTWOOD BROWN' LIGHT SANDBLAST C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND PA TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA "AS BUILT" DATE R.C.E. _____ _ R.C.E. ______ _ REVIEWrD BY: INSPECTOR DATE PRECAST CONCRETE TRASH RECEPTACLE, MODEL: 'TR14RM' SAN DIEGO PRECAST (619) 449-681 o C-27, 'WESTWOOD BROWN' LIGHT SANDBLAST 0 W/ ALUMINUM LID PRECAST CONCRETE BOLLARD, MODEL # QR43B QUICKCRETE (760) 500-8609 C-27, 'WESTWOOD BROWN' LIGHT SANDBLAST ADA HANDICAP CAST LOGO FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.1 (6). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN BILTMORE PACIFICA APPROVE )/1 -~t'L~/ 1£«~---4-'--G-X ASSISTANT PLANNING DIRECTOR DATE OWN gy _ __,,,,J-c,C __ CHKD BY __ R_S __ FIELD BY PROJr:.CT NO. SOP 01-01-(B) DRAWIN<ll NO. 4322L L1.4 I 11· I . • • ,051706 G ---: I --- 12" 1'-1' Ll!GENIO: •••• 10" 1 1. 'GRAl'!SPAVE 2' PAVING UNIT, 20" SQUAFltE, ATTACHED WITH SNAP-FIT FASTENEFltS, AVAILABLE FFltOM MAN-ARCt<I REL"-TIONS, (760) 436-9232, INSTALLED PER M"-NUFACTURER'S SPECIFICATIONS. 2. CONCRETE !l"-ND, NATURAL Of'!AY, MEDIUM !!ROOM FINISH, WITH 1/2" RADIUS ON EXPOS!D EDGES, CONTINUOUS. INSTALL CONTROL JOINTS AT 1•0'-0" O.C. MAX. AND EXPANSION JOINTS@20'-0" 0.C .. MAX., PER DETAIL B, THIS SHEET. 3. #3 REl/>JI., 8" O.C .. CONTINUOUS PLAN 4. ADJACENT PI.ANtER APIEA TO BE 1-1/2" Bl!LOW TOP OF 1" • 1'-0" CONCRETE BAND 5. INOIVIOIJ"-L 'GIIA!!SPAVE 2' RtN•GS TO BE FILLED WITH ~ CONCRETE SAND (CLEAN, SHARP SAND). ~ ,J, 6. PROVIDE 'HYDROGROW' MIXTURE B•ELOW RING PER MANUFACTURER'S SPECIFICATIONS. 'HYDROGROW' TO BE SUPPLIED FREE FROM MANUFACTURER. -- 8 IECTI~ 7. COMPACTED SANDY GRAVEL BASE COURSE, 95 % 1" • 1'-0" MODIFIED PROCTOR DENSITY, MINIMUM 6" DEPTH. 8, 90*11, COMPACTED SUBGR"-DE 9. TOP OF PLANT ROCT MASS TO BE 114" ABOVE TOP OF FltlNG NOTE: Al!INFORCEMeNTS FOR CONCRETE IIAND ANO DEF'TH 7 OF BASE COURSE ARE PROVIDED FOR 1110 PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT ENLARGEMENT ANO COMPLY. NOTTO SCALE 'GRASSPAVE 2' PAYrNG AT EMERGENCY ACCESS CONSTRUCTION NOTES A. \/1SIT Tt<IE SITE ~I~ TO SIJIIMITTING !1101. 19. SU9MIT A UNIT COST FOR -ORT SOIL IN-PL.'ICE AND BE COMl'LETEL Y AWARE OF THE AMOUNT OF SOIL NECESSARY TO MACH THE SATISFACT~ GROUND LEVEL. C. 1/f'.RIFY ALL PFI.OPERT'I' LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK 0. AIEf>A"' OR FI.Ell'L"-CE .-.NY DAMAGE TO ADJACENT PFI.OPERTllES, CLIRl!S, WALKS, PLANTING, WALLS, ETC AT NO ADDITIONAL COST TO THE OWNER. E Vf'."1f'Y ALL EXISTING CONDITIONS, DIMENSIONS "-ND ELEVATIONS l!IEFOFI.E Pl'\OCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VAAY FJl!OM THOSE SHOWN ON ll'LAN. F. Rf':POFI.T Ot!ICREPANCll!S IN THE DRAWINGS OR BETWEEN THE DRAWINGS ANO ACTUAL FIELD CONDITIONS TO THE LANOSCAF'E ARCHITECT. CORRECTED ORAW1NGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR "-LL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 0. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT ANO PFI.OTECT THl!M FROM OAM.t.GE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESP'ONS11!!1LITY FOR EXPENSE OF REPAIR OR REPL"-CEMENT. H. COM1"LY WITH ALL '""OV!StoNS Of THI! LATEST BUILDING CODE, AMERICANS WITH DtSA!IILITIES ACT OF 1991, "-NO W1TH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. llUIILOING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL l3E THE RESPONSll!ILITY OF ANYONE SUPPLYING LABOR OR MATEFltlALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE ANO THE o,RAWINGS. I. LOCATIONS OF N.1.C. OONSll'IUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TFIANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDl"-TELY SHOULD THE LOCATION Of THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. 'IE~1'Y ALL PAV1NO ANO HiO.RDSCAt>E CON!iTRUCTION DRAWINGS W1TH SOIL ENGINEER'S REPORT W1TH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEOl"-TEL Y IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. I<. IIE Rl:SPONSIIILE FOR COORDINATION BETWEl!N SUBCONTRACTORS FOR PROPER ANO TIMELY Pl.O.CEM!ENT OF SLEEVING, PIPING AND I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LAN09CAF'E LIOMT FIXTUl'IE LOCATIONS AS INOICATEO ON THESE PLANS ARE AP1"FI.OXIMAT£. FINilll LOCATION TO l!!E VERIFIED 8Y LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE MAWtNOS. N. Pl'OVIDE A REPl'ESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW ANO APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PMJ\/IOE A 4'X4' S,t,Ml"LE OF E,t,CH !'AVINO TYl'E IN LOCATION SPl!'CIFIED 8Y THE CITY FOR REVIEW ANO APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. I'. WHeRE F'AVING ANO FINISH GRADE MEET, DEPRESS Fl!NISH GRADE 1" IN TURF AREA$ ANO 1-1/2'' IN OROONO COVER I SHRUB AREAS, UNLESS OTHERWISE INOIC,t,TED. Q. FOR l'ROJECT WALK!! DO NOT EXCEED A SLOPE OF 20:1 (5 % GRADIENT) UNLESS OTHERWISE INDICATED. R. DO NOT EXCl!l!O 2: 1 SLOPE IN Pl.ANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR S.33 %, UNLESS OTHERWISE INDICATED. T. HOlD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH ANO UMFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2.~00 PSI @ 29 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. E LEGEND: 2' 11N GROUND COVER ARE,t,S .. 1. CONCRETE MOWSTRIP WITH LIGHT BROOM 'FINtSI-I ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOU'S 3. 1/2" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMl'ACTEO SUBGRAOE -VERIFY WI SOIL emlN!ER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. Sl"ACING 8. INSTALL 3/8" !IITUMINOUS FELT EXPANSION JOINTS @ 20'·0" O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45.MITEREO CONTROL JOINT AT 1IO WRNERS. CONCRETE MOW STRIP 41-0" MIN 1" IN TURF AREAS PLAN view 1/10"-1'-0" PLAN VIEW 1/10"-1'-0" ff 4'•0" MIN. CLR. . : ... . :"" 2% MAX . " .... ,. ·... ····-r ' ., ... . ... ~ . .. . . . .. . .~, · .... . WARNING GROOVES -SECTION 1/2" = 1" CROSS SECTION 1/2"-1'-0" LEGEND: 1. CONCRETE PAVINO PER P'LAN ANO PER OltTAIL El, THIS SHEET 2. 1!:XPAN!!IION J,OINT PER DETAIL A, THI$ !IH!!ET 3. 6"CUR!I 4. FINISH GRADE 5. A.C. PAVING PER PLAN 9. WARNING GROOVES • Jl!EFER T¢> 1£NLi-.ll!Sl!Mi!NT :O.l!OVE 7. 90% COMPACTED SUBGRAOE HANDICAP ACCESS RAMP FOR LANDSCAPE CONSTRUCTION PLANS SEE S·HEETS L 1.1 (2) -L 1.4 (5). FOR LANDSCAPE SPECIFICATIONS StE SHEETS L7.1 (20) -L7.4 (23). Smith Consulting Architects 12220 El Camino Reul Suite 200 San Dle~o California 92130 1858)793•4177 Fax 18581793-4787 I I" C R I D G E LANDSCAPE HCH I TEC TS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 436 1155 www.ridgela.com I, !b F'ER PLAN . • -1 1- -m -= 8 1-1- 1. CONCRETE INFILL, COLOR AND FINISH P'ER flt.M'I 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. CONCRETE SANO, COLOA ANO FINISH F'ER PLAN 4. 1/4" TOOLED RADIUS 5. FINISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) B. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12" LONG~ 36' O.C. -PAPER WRAP ONE END 8. 90 90% COMPACTED SU8GRADE -VERIFY WI SOILS ENGINEER'S REPORT NOTES: A. P'AV1NO THICKNESS, IASE 1'11:EPAFIATION A~ RE11NFOFI.CING "-RE SHOWN FOR 810 PURPOSES ONLY. VERIFY REQUIREMEN1t'S OF THE SOILS REPORT AND COMPLY. 8. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE BAND 7 r-" ... PER PLAN LEGEND: ,t,LICIN EXPANSION JOINTS WITH EDOl!i OF COLUMNS, TYP. 6 1---- P!!!R PLAIN 1. CONCRETE STRIP WITH LIGHT !!!ROOM FINISH ON ALL EXPOSED SURF"-CES 2. #3 REBAR, CENTERED, CONTINUOLIS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMP"-CTEO SU80RADE -VERIFY WI SOIL ENGINEER'$ REPORT $. EXPANSION JOINT BETWEEN STRIP ANO BUILDING, CONTINUOUS 7. COLUMN FACE/ IILOG 'EDG,E e. BUILDING GLAZING NOTES: A. INSTALL 318" 8ITUMINOUl!I FELT EXPANSION JOINTS PER P'L"-N OR, @ 20'-0" O.C MAX. WI MASTIC SEALANT 8. WIDTH OF CONCRETE MAY VA'Ff'I AT BUILDING OI.Al!:ING AReAS. CONCRETE MAINTENANCE BA'ND @ BUILDING lo A • •• ... -. -m .', i;.;..,.:...4i.,.,- I ... I ~ LEGEND: • ,-..----11 r---12 :,; • ,----,5 r----t3 =I• - WTT1""""1+~1 I I -3" "---14 1. CONCRETE PAVING· REFER TO CONSTRUCTION PLAN FOIi COLOR ANO FINll!IH 2. #3 REIIARAT 1!"'O.C. E/IIOH W"-Y, Cl!NTEREO IN SLA8 3, FINISH GRADE 4. 90% COMPACTED SUl!GRADE • VERIFY WI SOIL ENGINEER'S REPORT 5. 1/4" TOOLED RADIUS NOTES: A. PAVING THICKNESS, BASE PREF'ARATION AND REINFOFI.CING ARE SHOWN FOR BIO PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. 8. i'ROVIDE FINISH SAMPLE PER Sl'ECIFIC"-TIONSi CONCRETE PAVING 1,, .. t 1-------,,-,_ • ~ ... . .:I • ._,. .•·· ' • ·" •. • Ll!illl!IID: 1, 1 /1" i.ADIUI l!DGI A. CONTROL JOINT (SCOAELINEI Z. PAVflllQ, FINIIH IUltFACI ,11t l'LAIII • I. EXPANSION JOINT • -------.. .,, ... C. COLD JOINT D. IAWCUT JOINT .. "'-. r---<2 S. JOINT FN.Ll!lt 1'!11 PICll'ICATIONI 4. IACKIII IIOD i'l!ll ll'l!CIPICATION8 S. TWO-l'AFI.T i'OL YUltlTMA,_ HAUWI' PER SPl!CIFICATIOH8 t. 1/2" DIA. X 1r' LOIIO ITftL DCl119L 0 24" O.C., i'APl!II WIIAP 0NI!! l!NO NOTl!I: A. LDCATI! JOIIITI P'l!lt 9NCIPICATIOIIII UNLl!SI OTH!RWIII NOICATID ON l"LMI I. 81!.ALANT COi.Oii TO IIIATCH .'IDJACl!'NT i'.'IVINQ • ' 314" IP ;AVINO Lfl8 TMAII 4" THICI< 1" IF PAVINQ 4" THICK OIi Ml!ATl!R CONCRETE JOINTS AF'PROVEb FOR F'LANTfNG ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •As BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING Ol!PAMMl!NT • I +◄8 23 DATE R.C.E. ----- OAT[ 1Y i)[SCRll"TION INSPECTOR DATE Rl!VIStONtl 'I I I LANDSCAPE CONSTRUCTION DETAILS BILTMORE PACIFICA OWN IY JC CHKO IY_-'-R-'-S __ l'l[U, 11'1' I I SDP 01-01-(B) 4-G-q; DAT[ DIIAI rtllla NO. 4322L L2.1 MAINLINE IS LOCATED 6" BEHIND 81\CK-OF-CURB 19 19 ,. 3 ,: ,;:;~: ' ~t-. _; - ASSOCIATES P.O.C. • - MAINLINE IS LOCATE06"--- BEHIND BA~K-OF-CUR!j ' ..... ........ . . . .. . m, n••• ,., • •••;; • • • ••·•;·;·,;·o·,'0 ,-,·•·• o-0." • -~~---~---• • • • • • • • • • • • • • • • • • • •■ • • • • •• • • • • • ............................... :?~~~i~!1I~;;;i~/'.t~i~;; {fif :it:~iJ¼IJfi~~;;~·-.•• ,,;-,,-"f~-~-.,;t.~yt~r;' .•• Jj:[~:}1f :Jf!~(i~I~}~ KEYMAP ... ···-... , : ..... . MAINLINE IS LOCATED s•--- BEHIND BI\CK-OF-CURB 'lt ..... . • • I' o'-6" NOTTO SCALE PALOMAR AIRPORT RD. ··,··················· .. Jl 22 _,p-_'"':';:'".',o;:.<:B':'.;:.~_,w,__,·,;m(. ,,¾-:' ••0 .. ( . .. '.· ·: ... ;)~.,;;-;~ 12' 46 0 10 20 40 60 8CAI E AND NORTH 26 ,s· B28 1.5' R I D G E LA.NDSCAPE ARCHITECTS 755 Ramtree Dnve, Suite 300 Cansbad, CA 92009 Tel 760 431! 1002 Fax 780 438 1155 'INIW.ridgela.com (RECYCLED) IRRIGATION MATERIAL LEGEND JO 1.5' 26 .. -----. ...................... l . ... ... .. .... ...... ..... "I . >< .. :: ... :::: : I I I I I I I •c:r I I I I I .•. ::;; :~ :;:.,.;;; :::. ..... -........... ·.-;;~ ";':~;/,. __ "_ ....... _;,,\;~; ::"!!!'!:: ,,.. ..... ~ .. . PROPOSED 3-STORY MULTI-TENANT OFFICE I I I I I I I I •· I )1 I SYMBOL Q T H F Iii ll !El ISi 121 IE] NO SYMBOL NO SYMBOL -• @ ---- MANUFACT. MODEL NO. I DESCRIPTION RAIN BIRD 1806-SAM-PRS POP-UP TURF HEI\D WI 5-Q/TIH NOZZLES RAIN BIRD 1806-SAM-PRS POP-UP TURF HEI\D WI S-QIT/HIF NOZZLES RAIN BIRD 1806-SAM-PRS POP-UP TURF HE.-.0 WI 10-0/TIHIF NOZZLES RAIN BIRD 1806-SAM-PRS POP-UP TURF HEI\DWI 12-Q/TIHIF NOZZLES RAIN BIRD 180S-SAM-PRS POP-UP TURF HE.-.0 WI 15-Q/TIHIF NOZZLES RAIN BIRD 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI 5--QIT/H NOZZLES RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI S-QIT/H NOZZLES RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI 10-QITIHIF NOZZLES RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI 12-QITIH/F NOZZLES RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI 15-QIT/H/F NOZZLES RAIN BIRD 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD HUNTER PGJ-12-A-V WI NOZZLES .7511.0/2.0 SHRUB ROTOR HEAD HUNlER PGH-ARV/36V WI NOZZLES 01/04/06 SHRUB ROTOR HEAD HUNlER PGH-ARV/36V WI NOZZLES 03/05/0II HIGH POP ROTOR HEAD HUNTER PGH-ARV/36V WI NOZZLES 04/0li/09 HIGH POP ROTOR HEAD HUNTER PGH-ARV/36V WI NOZZLES 05/07110 HIGH POP ROTOR HEAD HUNTER PGP-ARV/36V WI LOW-ANGLE NOZZLES 04/06/09 ROTOR HEAD P.0.C. 2" DOMESTIC (FUTURE RECLAIMED) WATER METER WILKINS 975XLS SERIES, Z' REDUCED PRESSURE BACKFLOW WILKINS 500HLR 2" PRl=SSURE REGULA TOR HAYWARD MODEL #72 B-'SKET STRAINER SUPERIOR 3200-R SERIES 1-112" NORMALLY CLOSED, MASTER VALVE RAIN MASTER FS-150, 1-112" FLOW SENSOR RAIN MASTER CONTROLLER "A" EVOLUTION DX-36, 36 STATION CONTROLLER RAIN MASTER CONTROLLER "B" EVOLUTION DX-36, 36 STATION CONTROLLER WATTS B~D80-SS-SH FULL PORT BRONZE BALL VALVE RAINBIRD PESB-R-PRS-D-NP-HAN, PLASTIC REMOTE CONTROL VALVE NELSON 7645 NON-POTAIILE QUICK COUPLER VALVE AS APPROVED PURPLE PVC PIPE 2-1/2" -3" CL. 315 MAINLINES AS APPROVED SCHEDULE 40 SLEEVING ,-----CONTROLLER ~------V,ALVE NUMBER ~---0.PM IL ----~VALVE SIZE ·As BUILr \,/~) ~ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CNIL9BAD l"L...\llll■la LL Arill En- R.L.,t.. ~ R.C.E. ______ _ REVIEWED BY: n.:£( &r-~4tt DATE BY DESCRIPTION APP'D INSPECTOR REVISIONS LANDSCAPE IRRIGII.TION AS-BUILT BILTMORE PACIFICA I APPROVED PLANNING DATE OWN BY MJ DIVJib&all NO. RS CHKD IY FlELD BY SOP 01-01-(B) 4322L L3.1 • - ,.-· ... , .... .-~; .... , .. , .. ·-----~-- KEYMAP NOTTO SCALE \__ EXISTING 50' RIPARIAN SETBACK LINE 0 ,L ~ASSOCIATES P.O.C. 10 20 40 60 SCALE AND NORTH ---REFER TO SEPARATE PACKAGE, "FINAL WETLAND MITIGATION I BUFFER PLAN", BY MERKEL AND ASSOCIATES FOR IRRIGATION IN THIS AREA. MAINLINE IS LOCATED&· BEHIND BACK-OF-CURB . 7--- R I D G E LA•DSCAPE ARCHITECTS 755 Rairilree Drive, Stite XI> Ca~slJad, CA 92009 Tel 760 4381002 Fax 760£38115:5 www.rKlgela.C001 ·As BUILr ~-~ ~ R.LA. i&27 R.C.[. _____ _ REVIEWED BY, I I I I I I I I I "' c<i ...J tii w I Cl) w w Cl) w z ...J I (J !;j: :E Q SYMBOL T H : !:'.. ·% ,ry; (RECYCLED) IRRIGATION MATERIAL LEGEND F % G1 II I! 1B IS 121 IE] MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.0.C. WILKINS WILKINS HAYWARD SUPERIOR MODEL NO./ DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ 5-M/H NOZZLES 1806--SAM-PRS POP-UP TURF HEAD WI 8-MIHIF NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 10-Q/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 12-QfTIH/F NOZZLES 1801>-SAM-PRS POP-UP TURF HEAD WI 15-0/TIH/F NOZZLES 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD 1812-SAM-PRS POP-UP SHRUB HEAD W/ 5-QfT/H NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 8-0/TIH NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 10-M/HIF NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ 12-M/HIF NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI I5-Q/T/H/F NOZZLES 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD PGJ-12-A-V W/ NOZZLES .75/Ul/2.0 SHRUB ROTOR flEAD PGH-ARV/36V WI NOZZLES 01/04/06 SHRUB ROTOR HEAD PGH-ARVl36V WI NOZZLES 03105/08 HIGH POP ROTOR HEAD PGH-ARV/36V W/ NOZZLES 04J06/09 HIGH POP ROTOR HEAD PGH-ARV/36V W/ NOZZLES 05107/10 HIGH POP ROTOR HEAD PGP-ARV/36V W/ LOW-ANGLE NOZZLES 04/06/09 ROTOR HEAD 2" DOMESTIC (FUTURE RECLAIMED) WATER METER 975XLS SERIES, Z" REDUCED PRESSURE BACK'FLOW 500HLR 2" PRESSURE REGULATOR MODEL #72 BASKET STRAINER 3200-R SERIES 1-112" NORMALLY CLOSED, MASTER VALVE RAIN MASTER FS-150, 1-112" FLOW SENSOR NO SYMBOL NO SYMBOL RAIN MASTER CONTROLLER "A" EVOLUTION DX-36, J6 STATION CONTROLLER RAIN MASTER CONTROLLER "B" EVOLUTION DX-36, 36 STATION CONTROLLER -WATTS • RAINBIRD @ NELSON B-6080-SS-SH FULL PORT BRONZE BALL VALVE PESB-R-PRS-D-NP-HAN, PLASTIC REMOTE CONTROL VALVE 7645 NON-POTABLE QUICKCOUPLERVALVE ----AS APPROVED PURPLE PVC PIPE 2-1/2" -3" Cl. 315 MAINLINES AS APPROVED SCHEDULE 40 SLEEVING .------CONTROLLER .-----'V,ALVE NUMBER ~-G.P.M ~----4/,ALVE SIZE REVISIONS MUST 9E APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARL8■~ '""""•1•111 U.Nll tmlT LANDSCAPE IRRIGATION AS-BUILT BILTMORE PACIFICA I APPROVED Pl.ANNING DATE DATE BY DESC~PTfON DWN flY MJ APP"D DIV •1■ NO.. REVl8ION8 RS CIIKD 8Y FIELD flY SOP 01-01-(B) 4322L L32 l , .. , ..... I I I I I I I i I I I I I : ;;,,..,, ..... ~ ........ "' ··· ........ ' '"c 6;": .,.,, .. .. I I I I I I I I I f:' I ~I ..-- c,i 1 ...J I Iii I WI I1 Cl) I tJ:j I C/)1 ' I ~-::::i r, ~ ::':'. <( I ::E •. : . ::Lit-If'"'\ ~ t: .. ::: ~::.:,.<-'·'""" . . . ,.:ti~ /. ,(/ . _j,,_,. -·/ "'¼> V:v/ _. •• c ,_-,,,· ·-!.i/ 23 5 PALOMARAIRPORT RD. 27 28 PROPOSED ii 1.5" B33 1.5' 20 18 37 MAINLINE IS LOCATED 6"-----Li BEHIND BACK-OF-CURB 9 16 I I I I I I I 3-STORY MUL Tl-TENANT OFFICE ;,_ ... ·;~\:t·:-·------/" / -,,, : ,., .. - . •.i .. . . KEYMAP NOTTO SCALE 32 0 10 20 40 ... <---REFER TO SEPARATE PACKAGE, "FINAL WETLAND MITIGATION/ BUFFER PLAN", BY MERKEL AND ASSOCIATES FOR IRRIGATION IN THIS AREA. 60 &CALE AND NORTH -'-... -· ~--REFER TO NOTE "A" BELOW R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, SID 300 Carlsbad, CA ~ Tel 760 438 1001 Fax 760 438 1155 www.ridgela.com .......................... ::,-;--·· -----~ .-,, .... : ,.,-... 46 51' :;s,J .,,I :1 ": ••• ••• '1 : .. l~ I I I I I I I I 45 , . 18• I ., .. 'f : ===+t I -iF"'--"' :;:;.' '.:..,,, ............. · ..... ;;;.::••;,;;; , .... • .. ,,;~ .. I MAINL•NE IS LOCATED 6" BEHIND BACK-OF-CURB 38 1JO YEAR FLOOD LINE LIMIT OF GRADING ~--EXISTING 50' RIPARIAN SETBACK LINE I I ;1 I J I I I I I I I I I I I I I I I I I I • Q SYMBOL T H F (RECYCLED) IRRIGATION MATERIAL LEGEND MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER MODEL NO. / DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ 5-Q/T/H NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ 8-Q/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 10-0/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ 12-Q/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ 15-Q/T/H/F NOZZLES 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD 1B12-SAM-PRS POP-UP SHRUB HEAD W/ 5-Q/T/H NOZZLES 1B12-SAM-PRS POP-UP SHRUB HEAD W/ 8-Q/T/H NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ 10-QIT/H/F NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ 12-Q/T/H/F NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ 15-Q/T/H/F NOZZLES 1812-SAM-PRS 15EST/15SSTl15CST POP-UP SHRUB HEAD PGJ-12-A-V WI NOZZLES .75/1.0/2.0 SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 01/04/06 SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 03105/08 HIGH POP ROTOR HEAD PGH-ARV/36V W/ NOZZLES 04/06/09 HIGH POP ROTOR HEAD PGH-ARV/36V W/ NOZZLES 05/07/10 HIGH POP ROTOR HEAD PGP-ARV/36V W/ LOW-ANGLE NOZZLES 04/06/09 ROTOR HEAD Ii P.O.C. 2" DOMESTIC (FUTURE RECLAIMED) WATER METER 11'1 WILKINS 975XLS SERIES, T REDUCED PRESSURE BACKFLOW IE'I WILKINS 500HLR 2" PRESSURE REGULATOR ISi HAYWARD MODEL #72 BASKET STRAINER 1111 SUPERIOR 3200-R SERIES 1-1/2" NORMALLY CLOSED, MASTER VALVE IE] RAIN MASTER FS-150, 1-1/2" FLOW SENSOR NO SYMBOL RAIN MASTER CONTROLLER "A" EVOLUTION DX-36, 36 STATION CONTROULER NO SYMBOL RAIN MASTER CONTROLLER "B" EVOLUTION DX-36, 36 STATION CONTROULER -WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE • RAINBIRD PESB-R-PRS-D-NP-HAN, PLASTIC REMOTE CONTROL VALVE @ NELSON 7645 NON-POTABLE QUICK COUPLER VALVE ----ASAPPROVED PURPLEPVCPIPE2-1/2"-3"CL.315MAINLINES AS APPROVED SCHEDULE 40 SLEEVING NOTE A: ------CONTROLLER ~----VALVE NUMBER c_ ____ _,,,ALVE SIZE POINT OF CONNECTION #1 ("A"&"B") IS A 2" DOMESTIC (FUTURE RECYCLED) WATER IRRIGATION METER WITH A 2" SERVICE LINE. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE 114 PSI 7BPSI 92GPM 35PSI REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~II CITY OF CNII 9■AD l'L.-t\l.1■111 OU,,,vl j hT R.C.E. ______ _ LANDSCAPE IRRIGATION AS-BUILT BILTMORE PACIFICA REVIEWED BY: I APPROVED DATE t----+-+----------1----1~-~L-=i"F~~~~~ DATE BY DESCRIPTION I DWI DIV.Uftlll NQ, SOP 01-01-(B) 4322L REVISIONS PLANNING DWN BT MJ APP'D RS CHKD IY FIELD IY L3.3 .- -1-----·-·· ••• I __ I I I I I I I l"t-- I I I I I I :,I ... ,,j ' ' I ; .::-+---+- I¾ --,¢·••.c-••5 I I l. I I I I I I I I I • -I .... I I I I I I I I KEYMAP ='{;c'"' • ·, \; MAINLINE IS LOCATED 6" ---- BEHIND BACK-OF-CURB \.-... cl I '*t.f/ Ii I I; I HL-u ....... 0 .. 29 ,---.............. __ .. ·: / --------4---~ ~-I 41 17 A10 I\IAINLINE IS LOCATED 6" BEHIND BACK-OF-CURB 0 10 20 40 NOTTO SCALE 8CALE AND NORTH 60 PALOMARAIRPORT RD. }4 Ii I ti Ll .. . ..... _.., . . ,,,,, ..... --··· .. ·- 100 YEAR FL<XlD LINE LIMIT OF GRADING EXISTING 50' RIPARIAN SETBACK LINE j ~ ' =;§ ~-c._ REFER TO SEPARATE PACKAGE, "FINAL WETLAND MITIGATION I BUFFER PLAN", BY MERKEL AND ASSOCIATES FOR IRRIGATION IN THIS AREA. ••••• w. -,. a SYMBOL T H F 3 (RECYCLED) IRRIGATION MATERIAL LEGEND MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD MODEL NO. I DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD WI 5-Q/T/H NOZZLES 1 B06-SAM-PRS POP-UP TURF HEAD WI 8-Q/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 10-Q/T/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 12-Q/T/HIF NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI 15-Q/T/H/F NOZZLES 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD i;';-0 RAIN BIRD RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI 5-Q/TIH NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 8-Q/TIH NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 10-Q/T/Hll' NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 12-Q/T/H/F NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI 15-0/T/H/F NOZZLES 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER PGJ-12-A-V W/ NOZZLES .75/1.00.D SHRUB RO,OR HEAD PGH-ARV/36V WI NOZZLES 01/~ SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 03105/08 HIGH POP ROTOR HEAD PGH-ARV/36V W/ NOZZLES 04/06/09 HIGH POP ROTOR HEAD PGH-ARV/36V WJ NOZZLES 05/07110 HIGH POP ROTOR HEAD PGP-ARV/36V W/ LOW-ANGLE NOZZLES 04I06I09 ROTOR HEAD Iii P.O.C. 2" DOMESTIC (FUTURE RECLAIMED) WATER METER I! WILKINS 975XLS SERIES, 'Z' REDUCED PRESSURE BACKFLOW IE'J WILKINS 500HLR 2" PRESSURE REGULA TOR ISi HAYWARD MODEL #72 BASKET STRAINER rill SUPERIOR 3200-R SERIES 1-112" NORMALLY CLOSED, MASTER VALVE IE] RAIN MASTER FS-150, 1-112" FLOW SENSOR NO SYMBOL RAIN MASTER CONTROLLER "A" EVOLUTION DX-36, 36 STATION CONTROLLER NO SYMBOL RAIN MASTER CONTROLLER "B" EVOLUTION DX-36, 36 STATION CONTROLLER -WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE • RAINBIRD PESB-R-PRS-D-NP-HAN, PLASTIC REMOTE CONTROL VALVE @ NELSON 7645 NON-POTABLE QUICK COUPLER VALVE ----AS APPROVED PURPLE PVC PIPE 2-112" -3" CL 315 MAINLINES AS APPROVED SCHEDULE 40 SLEEVING ~----CONTROLLER .-----VALVE NUMBER JO ----G.P.M. .-----,~- ~----..... ALVE SIZE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ;~ r-;171 CITY OF CA.i:tl.Bl!IAD 11• •• 1 Sl..) l____1_u PLV••· .,_.NC, IT 23 ~ LANDSCAPE IRRIGATION AS-BUILTS ,.. • ~ BILTMORE PACIFICA :;.,- R I D G E LANDS~APE ARCHITECTS R.L.A. 1J:d/ R.C.E. ______ f---+---1---------------------l~--::C:;;:::::::::;:;::::::::==================~ I APPROVED 155 Raintree Drivt, Suite 'XJ(J Carlsbad. CA 92009 Tel 760 4381002 Fax 760 458 1155 www.ndgelamm REVIEWED BY: ~.l { &-E:{{_ it IHSPECTOR REVISIONS DATE 1----+---+-------------l---l~~-=....,jg~~..5F~~~~fF~~~~ DATE BY DESCRIPTION Ill Dll:.J.J ■ta NO. PLANNING DWN BY MJ APP'D RS CHKD IY AELD 1Y SDP 01-01-(B) 4322L L3.4 IIYMIIOL MANUFACT, AS APPROVED --AS APPROVED ----AS APPROVED ----- NOSYMIOL AS APPROVED NOSYMIOL 3M NOSYMIOL K,S,L NOSYMIOL KB.I. NOSYMIOL AS APPROVED NOSYMIOI. AS APPROVED NOSYMIIOL AS APPROVED NOSYMIIOL AS AF'PROVl!D I (RECYCLED) IRRIGATION MATERIAL LEGEND MODEL NO. I Dl!!l~IPTION PURPLE RECYCLED WATER PVC PIPE 314"-2" $CH. 40 AS LATERAL LINES 12" !IIELOW GAADE F'URPLE RECYCLED WATER PVC PIPE 2-1/2" -3" CL. 315 AS MAINLINES 18" -24" BELOW GfllADE, SEE DETAIL FOR DEPTH PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER l"EDESTRIAN l"AVING, TWICE THE DIAMETER OF F'IPE OR Wlt'tE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEH·ICLE PAVING, THREE TIMES THE DIAMETER OF Pll"E OR WIRE BUNDLE CARRIED, LATERAL SLEEVE DEPTH UNDEIR VEHICLE PAVING= 30', LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 12'', MAINLINE/ WIRE SLEEVE DEPTH UNDER VEHICLE PAVING• 30", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18" IRFUGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U,L, APPROVED) DBY DIRECT BURIAL WATER-P>ROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS Ki!iC-XXX-S SWING CHECK V'"'1.VE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPFUNKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTfllEAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THIE SPRINKLERS RECLAIMED WATER SIGNS, INSTALL QUANTITY ANO LOCATIONS PER CITY REQUIREMENTS, AT TIME OF RECYCLED WATER CONVERSION ALL VALVE BOXES SHALL 1!1£ PURPLE COLOR CODED AND MARKED AS REOUIM:D ALL VALVES SHALL HAVE RECLAIMED WATER 10 TAGS INSTALLED AS REOUl'RED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS i'!EcbUIPIED CONTROLLER I VALVE NUMBER ~~PM • VALVESIZ! I I Smith Consulting Architects 12220 El Camino Real Suite 200 San DiegoCalifomia 921:30 1858)793 4777 Fax 1858)193,4787 I' ·1 . I I I I DETAIL K K,0,P L L,M M NIA Ni,._ N NIA NIA J SYMIIOL a T H F MANUFACT. ., _._ .... RAIN BIRD ~ ~ • • RAIN Sl•fl!D ,,. 12> ., ,, RAIN BIRD [9 C3 8 If! RAIN BIRD ![! [! !!'l • RAIN BIRD l!l IJ RAIN BIRD '"'" ... ... RAIN !IIRD ~ e e 0 RAIN l!IIP!D ~ ~ e • RAIN EIIRD <, (! e • RAIN BIRD (:) ~ e $ RAIN BIRD r, ... -RAIN BIRO ., RAIN B11'!D RAINl!!IRD tl) <:i () HUNTE·R @ Cg) ® HUNTE'!'! ~ ® ® HUNTER ®' (j) ® HUNTER ® ® ® HUNTEl't I!] [5] 151 HUNTER " P.0.C. I! WILKINS e WILKINS s HAYWARD &!I SUF'EPIIOR Ill RAIN MASTER -WATTS • RAINBIRD ® Nl!UlON m HVOROSCAPI! NO SYMBOL V,LT, NO SYMBOL HYDROSCAflll!! 11!!1 W.C.S. II N/A (RECYCLED) IRRIGATION MATERIAL LEGEND MODl!L NO, I DESCRIPTION GPM i>SI 1806-SAM-PRS POP-UP TURF HEAD WI RAIN IIIAD 5-Q/T/H NOZZLES ,20, ,30, .40 30 1806-SAM-PRS POP-UP TURF H£AD W/ FIAIN l!IIRD 8-QITIH/F NOZZLES .28, .35, ,!!:!, 1,06 30 1806-!!AM-l'R!I F'OP-LII" TUP!F HEAD W/ RAIN IIIAD 10-0/T/I-I/F NOZZLES ,39, ,52, ,79, 1.57 30 1806-SAM-PR!S POl"-UP TURF HEAD WI RAIN !IIAD 12-Q/T/H/F NOZZLES ,85, ,87, 1,3, 2,6 30 11'!06-!IAM-P'RS POP>-UP TURF HEAD W/ RAIN 1111'10 15-0/T/H/F NOZZLES .&3, 1.23, 1.85, 3.10 30 1806-!IAM-P"RS 15eST/15SST P"OP-UP TIJRF HIEAO .e1,1.21 30 1812-!IAM-P"Rl!l F'Ol"-LII" SHl'll/1 HEAD W/ RAIN l!IIRD S.QfT/H NOZZLES ,2!1, ,30, ,40 30 1!112-!IAM-P"R!I F'Ol"-LII" SHAUi HEAD WI RAIN l!lt"° 8-0IT/1-1 NOZZLES .28, .M, .!!:!, .1.06 30 1812-SAM-F'RS F'O"·UF' SHAUi HEAD W/ RAIN !IIRD 10-0/T/H/F NOZZLES ,39, ,52, , 79, 1.57 30 1812-l!lAM-F'RS POl"-UP SHRUB HEAD W/ RAIN !IIRD 12-0/T/H/F NOZZLES .e5, .87, 1.3, 2.s 30 1812-l'IAM-F'R!I PO"-UF' SHRUB HEAD \ff/ RAIN !II"° 15-0/T/H/F NOZZLES ,83, 1.23, 1,85, 3,70 30 1812-l!!AM-PRS 15EST/15!!ST/15CST POf>-UP' SHRUII HEAD ,81, 1.21, 1.21 30 1808-SAM-PRS P'OP-UP BUBIILEPI H!A[) W/ PIAIN 81"° 5FB/5CST-PCI.O.O ,40 30 NOZZLES, USE !IF-1!1 NOZZLES FOR PLANTERS WIDER THAN 2112', USE 5C9T-B NOZZLES FOR PLANTERS LESS THAN 2112' 1401 .25 OPM DEEII' Wl!LL 9Ul!IBLl!Pl HEAO, l!iACH !IYIMIOL Rel"RESENT!I TWO-FOUPI ,25 (1,0) 30 BUBBLERS PER TFtEE, SEE DEEP WELL BUB!ILEPI DETAIL, PLACE BUB!LERS AT EDGE OF ROOTBALL ON OP,,OSITE SIDES OI' TREE. ADJUST PER ROOTBALL SIZE TYPICAL NOTI!: ALL SPRAY HEAD IIO·DIES SHALL HAVE Fll!LO INSTALLED RECYCLED WATER IDl!!NTl'ICATION BODY CAP# , eoo NP COV~Pl PGJ-12-A-V WI NOZZLES ,75/1 .0/2.0 HIOH POP $HPlUII PIOTOR HEAD ,75, 1.0, 2,0 40 PGH-ARV/36V W/ NOZZLES 01/04/lle HIGH POP !HP!Uli ROTOR HEAD ,80, 1.4, 2,4 40 PGH-ARV/:MV WI NOZZLES 03/05/oe HIGH POP !IHl'IUI PIOTOPI HEAD 1,0, 1.8,3,7 40 PGH-ARV/:MV W/ NOZZLl!S 04109/llt Hl<IJH POP SHAUi RO'TOPI HEAD 1,4, 2.4, 4,9 40 PGH-ARV/38V W/ NOZZLES 05/07110 HIGH POP !!HAUB PIOTOPI H!EAD 1.1, 3.o, e.o 40 PGP-AAV/35V W/ LOW-ANGLE NOZZLE!:!!! 04/0ll/()9 POP-UP TURI' ROTOR HEIA.D 1,7, 2.5, 5,0 40 NOTE: NOZZLES NUM!!EPIS WITHIN THE ROTClfll HEAO SVMBOLII DO NOT EXACTL V CORRESPOND TO THE HUN"rEI'! ~OltZLE NUll/ll!l!!RS. NOmE NUMBERS FOR QUARTER, HALF, AND ~ULL H'EADS ARE SHOW WITHIN Tfil; HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 2" DOMESTIC (FUTURE RECLAIMECI) WATER METER WITH A 2" SERVIOE LIN!, Vl!RIFY LOCATION IN FIELD 975XLS SERIES, 2' REDUCED PRES!!Ufill!! l!!ACKFLOW PREVENTION Al!Jl!!EMl!LY WITH 2" !!FIIONZE WYE STAINER !iOOHLR 2" PRESSURE l'!EOULATOR, INSTAL~l!O A$ PART OF !IACKFLOW ASSEMBI. Y MODl!L 1172 !IASK!T STRAINER, 2" SIZIE, WITH FLANOl!D CONNl:CTIONS, ANO BO MESH FILTER 1:LEMl!!NT 3200-R Sl!PllEg 1-1/2" NORMALLY CLOSED, Pll!CYCl.l!D WATER, MAS~ CONTROL VALVI! FS-150, 1·112" FLOW Sl:NSOR, INSTALL PER MANUFACTURER'S RECOMMl!!NOATIONS ANO WIRE TO CONl''ROLLE'Pl RADIUS 5 FT &FT 10 Ft 12 FT 15 Fr 4X1~ FT 4X30 FT 5FT SFT 10 FT 12 FT 15 FT 4X16 FT 4X30 FT 3FT N/A 18 Ft 25 FT :!OFT :IS Ft 40FT 2!I FT B-S080-SS-SH FULL F'ORT BRONZE IAliL VALVI!, STAINLESS STE!!L l!IAI.L, STEM ANO Hl'.NDLE, use 2" SALL VALVI! Ol'l 21/2' MAINLINE PES1!1-R-PRS-0-N·"·HAN (1" OR 1-1/2") !IERl'E!!, PRESSURE Ftl!GULAT'ED, RICYCLED \/\'ATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 7646 NON-POTABLE QUICK COU'PlERVALVE WITH LOCKING PUAPI.! COVER HS5-DXBP-31,35-0X03,DX03-HSRS!-D~ F"ROMAX, AJl(INMASTEF! EVOLUTION DX2 COl'/TROLLERASSEMl!LY, WITH TWO RAINMASTER EVOLUTION DX2-36, 36 STATION IRRIGATION CONl'ROLLEPIS, INSTALLED WITHIN STAINLESS !STEEL BACK-TO BACK CONTROLLER ENCLOSURE, AS PART OF ASSEMBLY, FOR FURTHER INFORMATION CONTACT ERIC ANDERSON AT HYDRO-SCAPE (858) 580-6811 SB-1eDSS STRONGBOX STAINLESS S1'EEL !!ACK TO !!ACK COl'ITROLLER ENCLOSURE, INSTALLED AS PART OF CONTROLLER ASSl!M8LY PMRl<IT PERMAN•l!NT MOUNTED PIEMOTE RECIEVER KIT AAIN SENSOR, PIG, MOUNT TO REAFII OF ENCLOSURE AND W1RE TO EACH CONTROLLIER, IN!TALLED Wl"rHIN V,!tNDAL Rl!SIST.AINT ENCLOSURE AS PAST OF CONTROLLER ASS•SMBLY 120 VOLT ELECTl'IICAL POWER, PROVIOEO !!Y ELECTRICtAN, VERIFY ACTUAL LOCATION IN FIELD DETAIL A A A A A A A A A A A A A Q A A A A A A II C D E F G,1 H,I J J NIA J FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.4 (7-10). FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS L4.2 -L4.3 (12-13). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET L4.3 (14). R I D G E LAIDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 780 4381155 www.ridgela.oon ~.C,E, ----- ~EVIEWl'.D IY, INSPECTOI! DATE REVISIONS MUST BE APPROVED !IY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD P'LANNINGI DEPAl'tTMENT LANDSCAPE IRRIGATION LEGEND BILTMORE PACIFICA £/~q; ASSISTANT PLANNING Oll!ECTOI! DATE l---l--4-----------------+-,.,-p.-,,--lf°o~W~N~IY~.:.':};M~J~~~:fr=~r~R~O~taDT~~Nl~0~.=7r=Dl'l~ll'i;l;\lli;,_;;=;IIQ,;;:='7 DUC IY 0£SC~IPTION , , RS CHKD 1Y---- Fll!Vl810N8 P'IEL0 IY SDP 01-01-(B) 4322L I -------FINISHED GRADE IN TURF APIIEAS .-----"LASTIC l'!ECTANGULAR VALVE eox WITH eOL T DOWN COVER, USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOII, SEE LEG!ND FOR SPl!CIFICATION _.,-FINISHED GRADE IN S!HRUB APIIEAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE H!±!T;;J:!:!Ji'lll----wARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION ..c'.,,-t ____ BRICK SUPPORTS (4 REQ.) --------LANDSCAPE FABRIC -----------314" ROCK, 2 CUBIC FT. '------------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOIIAII Pl"R THE MANUFACTUPIIEPll'S Pll!COMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACH!l!\11, MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. SECTION VIEW· N,T.11. ® FLOW SENSOR Wll;l'INING Sl(lN "Rl!CLAIMEO WATER DO NOT DRINK" IN eN,GLISH AND SPANISH --, r--STAINLESS STEEL !'NCLOSURE SEE LEGEND FOR SPECIFICATION .,.....--RAIN SHUT-OFF DEVICE, RE•FER TO LEGEND FOR SPECIFICATION ;c;;;;;;;_ ___ IRRIGATION CONTROLLER "H"J--::-.• ft.. ~- _,--GFI TYPE SWITCH WI ON-OFF SWITCH TERMINAL STl'IIP ANO CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD AS PER CONTl'IOLLER ENCLOSURE MANUFACTURER'S SPECS. FINISH GRADE LOW VOLTAGE CONTROL WIRES "1---------1" PVC ELECTRICAL SWEEP FOPII 110 VOLT POWER WIRES l--------314" X 11!1" COPPER GROUND ROO CONNECT AS PER MANUFACTURER fECTION VIEW . N T $ @ CONTROLLER METEII BOX WI METEl'l -----. SIDl!WALK ----........ CURB---- APPROX. 8" POTAl!ILE SEIIVIC!! LINE 2A" 10' MIN. TO POTA9LE MAINLINE IN STREET PIECYCLED WATIR IP!l'IIOATION MAINLINE WI SLEEVE NOTE: 12" MIN. VERTICAL CL!ARANCI!! OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. @) POT ABLE SERVICE LINE CROSSING .------FINISHED GRADE IN TURF AREAS . "I I I" 'llf ill ill'--:T .----PLASTIC RECTANGULAR VALVE BOX WITH !IOI. T DOWN USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARO!!CAPE EDGE. HEAT BRAND "MY" ONTO LIO. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. r--------WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ,..,,,,. \\t:!:ki'fl=':ffl.,....-24" WIRE LOOP WITH WATER PROOF .-----FINISHED GRADE IN TURF AREAS ..----PlASTIC RECTANGULAR VALVE BOX WITH DROP-IN, 190L T DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE. HEAT BRAND "BS" ONTO LID. BASKET STRAINEFI, SEE LEGEND FM !l'ECIFICATION -FINISHED GRADE IN SHRUB AREAS ..--------------WY! STRAINER. SEE LEGEND FOR SPECIFICATION ,-----------RIP DEVICE SEE LEGEND FOR SPECIFICATION ,--------BRASS BALL VALVE TYP. r---t----t--t;;:=~f----BRASS NIPPLES MIN. 4"TYP. ,.....-+-----BRASS ELL, 4 REQUIRED , ____ BACKFLOW ENCLOSURE J.----PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION ,----------INSTALL SPRINKLER HEAD FLUSrl WITH FINISHED GRADE IN TURF APIIEAS i------POP-UP SPRINKLER HEAD, Sl'FIAY OR ROTOPI SEE LEGEND FOR SPECIFICATION ,,----------PURPLE COVER -----INSTALL SPRINKLER HEAD 112" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS -.mi· m=-_. me.... WIRE CONECTORS USE WHITE AND RED COLOR WIRES WITH STRIPE r7-l~m~--WARNING PLASTIC TAG 'RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH .r--------BRASS UNION, 2 REQUIRED A-..... ---BRASS RISERS LENGTH AS REQ. =1-m-r rtm rn= ~IITJTT!IlI -----UNDISTURl!IED SOIL VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~-PVC MAINLINE TO FLOW SENSOR, PURPLE PIPE PIPE, SEE SPECS. 2:sJ----eRICK SUPPORTS (4 REQ.J -------!RASS UNION ~-------BRASS NIPPLE TYP. '---------LANDSCAPE FABRIC '----------314" ROCK, 2 CUBIC FT. NOTE: PVC MAINLINE PURPLE "ALERT LINE" PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHl'EVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. SECTION VIEW. N,T.S. @ MASTER VALVE NOTE: 1. CENTEPI VALVE BOX OVEl'I Rl!'MOTE CONTROL VAL~! TO FACILITATE SERVICING VALVI!. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-C¢>VERISHRUa AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE . 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND IOEFORMATION OF VALVE BOXES. 14"X19" RECTANGUL"-R VALVI! BOX TYP ,- -QUICK COUPLING VALVE l!OX, TYP. 0 0 0 ' ' ,0 0 0 0 " 12" 12" ., . L l'VC MAINLINE TO MASTER VALVE, PIPE PER SPECS. ~:;;:f----BRICK SUPPORTS (4 REQUIRED) --------FLANGE /lDAPTEIIS, 2 REQ. ._ ________ LANDSC,..PE FABRIC ----------314" ROCK, 2 CUBIC FT, '-------------------PVC MAINLINE FROM P,O.C. NOTE: USE 45 D!cGRl!E ~LLS TO ,O,CHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER AS5EMBL Y. SECTION VIEW· N.T.S. @ BASKET STRAINER ,..._....., ___ FINISHED GRADE IN TURF AREAS =w=w~ IJJ--l]J-T -m=-m= mmrn11 .------P~RPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LIO. -FINISHED GRADE IN SHRUB AREAS :::1-----\11,l,,ffi~fl---QUIOK COUPLER VALVE, ACME THREADED SEE LEGEND FOR SPEC. GALV. PUNCH LOC (2 REQ.) BRASS NIPPLE (LENGTH AS REQ,) .,,.--BRICK SUPPORTS (3 REC.) --:::----BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE TWO STREET ELLS, ONE NIPPLE (5" MIN. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY .__...,_.3£..J----'-MAINLINE, SEE SPECS. t---------#4 x 36" REBAR STAKE '-----------LANDSCAPE FABRIC '------------314" ROCK, 1 CUBIC FT. 'Q:ii:JI:).---PVC MAINLINE TO MASTER VALVE ~---SCH 80 PVC FEMALE ADAPTER ...._ ____ SCH 80 PVC NIPPLE 6" MIN. '----------CONCRETE SLAB, SEE BELOW '----------------CONCRETE THRUST BLOCKS ----------------~-PVC MAINLINE NOTE: SECTION VIEW. N.T.S IF PRESSURE Rl!GULATOII IS SPl!CIFIEO, INSTALL ON !IT!1!!1'1 THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PEl'IMITS. CONCRETE SLAB SHALL SE MINIMUM 4" THICK. 18' WIDE AND EXTEND AT LEAST 8' PAST THE BACKFLOW ASSEMBLY PIPING. IF BAC~FLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAI! SHALL BE THE SIZE REQUIRED BY THE MANUfAdTURER. INSTALL PER C.M.W.D. STANDARD DWG. #VV-20 ® BACKFLOW DEVICE ..------PINISf!EO GRJI.DE IN TUl'tF AREAS LATERAL PURPLE - "ALERT LINE" PIPE FEMALE ADAP, ----Jl':,f, SCH. 80 PVC WARNING PLASTIC TAG ---' 'RECYCLED WATER -DO NOT DRINK" IN ENGLISH ANO SPANISH SCH. 80 UNION _____ ..., PLASTIC Rl"C!rANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EOG!. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. -FINISHED GRADE --IN SHRUB AREA$ PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP -.,;::,:t:::;:7\"---VALVE IDTAG --'[~~411'~1:::::.: PVC THO. ELL SCH eo PVC , CONTROL VALVE ._---SCH 80 PVC NIF'PLE TYP. BRICK SUPPORTS (4 REQ.J >----IRRIGATION MAINLINI! PURPLE PIPE NOTE: ':c:'m:...cm:...cr PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 8" MINIMUM SIZE AS PER SPRINKLER OUTLET .----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE,,_ SEE SPECIFICATIONS FOR TYF'E ANu DEPTH REQUIRED INSTALL SPRINKLER HEADS 6' FROM PAVING EDGE IN GROUNO COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AFIEAS. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STAEAM TO COVEl'I LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR !IUILDINGS. SECTION VIE • N.T •. POP-UP SPRINKLER .-------FINISHED GRADE IN TURF ,t,R!AII ....----PLASTIC RECTANGULAR VALVE BOX WITH !IOLT 00WN COVER, USE STAINLESS l!OLT, NUT, ANO WASHEFt BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRANO "BV" ONTO LID. ,---BALL VALVE, SEE LEGEND FOR SPECIFICATION '!"='!",1'!"11''!",,-fil"!':: ---"'--"""I\G'-FINISH!DGRAOl!INSHRU!lARl!AS mm111m1 rnc....1 1 ffiffi:ffi::: r""""'t-l'tl-l+.,,,ff-1,,,,,..--WARNING PLASTIC TAG ~ ......... ~_..J "RECYCLED WATER -DO NOT DF!rNK" NOTE: J"t-1-_, ___ PRESSURE SUPFL Y L1NIE DicPTH AS PER SPECS. .._ ___ PVC MALE ADAPTER ~~~,~::P,"4~!1,.;::S,J-----BPIIICK !IUPPOIUS (4 REC.) ~------BRASS UNION ~-------BRASS Nll'l"LE ,___ _________ LANOSCAF'E FAMIC ,.__ __________ 314" ROCK, 2 CUBIC FT. 12 12" 1211 TYP. NOTE$: '--------314" CRUSHED GRAVEL TWO CUB IC FEET BOX TO !ll! INSTl'.LLl!!D A!I TO ALLOW FOR PROPER OPl!!RATION OF IIALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER tN l!IOX. PlAN Yl1E'N· NI$ CD VALVE BOX LAYOUT NOTE: 1. TWO MINIMUM PER SITE 'DESIGN NOTES 1. 2" SQ. ALUMINUM TUl!!E PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x111!" ALUMINUM PAIN'TcD TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS CA ac&.A•D WATIII uat 1'011 IIRIGATIOtl DO NOT- CUIDADO &IA lll!CLAIIAOA UIIC-1 PAIi"-IIRAR l'IIONIBO TOIIAR ® RECLAIMED WATER SIGN I - • USE TEPLON TAPI! ON ALL THREADED FITTINGS TYPICAL. • QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. ,._ _______ LANDSCAPE FAltRIC ,. INSTALL VALVE SOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPUt VALVE INSTALLATION "-T MAIN LINE DEPTH. ® SECTiON Vll!W • N.T.S QUICK COUPLER l◄------LOW VOL~AGE WIRES, 3 MAXIMUM ,------WIRES PASS Te+ROUGH GROOVES IN TUBE LID TO ALLOW LIO TO CLOSE ~➔~.-------CLOSE T~BE LIO AFTER WIRE IS INSERTED INTO TUBE m--------POL V TUSE PRE-FILLED WITH WATERPROOF GIEL ,,---LOCK TA!S F'REVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTFIICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PflUOR TO INSERTION INTO THE CONNECTIOR. 1WIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR ANO WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS SECTrQN VlEW · l'j,T s @ REMOTE CONTROL VALVE CLEAN COMFACTEO BACKFILL PAVING, BY OTHERS UNDISTURl!l!!D SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN 5L2EVE NOTES: 111 •. (2) WARNING TAPES SLEEVl!S UNOE~ PEDESTRIAN PAVING SHALL !IE SCH. 40, TWICE THE DIAMl!!T!R OF THE Plf'E OR WIRE BUNDLE CARRIEO. ® DIMENSION SECTION VIEW· H.T.$. BALL VALVE A (2) WARNING TAPES e C FINISH GRADE LA T!R.AL LINES, PURPLE PIPE, SEE SPECS. NOTE: WIRE CONNECTOR IHl'ILL HIE A 3M OBY OlfltECT BURY SPLICE KIT. SLEEVES UNDER VEHICLE PAVING SHALL BE SCH. 80, THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, 112" TO 2-112" IN SIZE 18' 12" 4" KIT $HALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPl'IOil'YI.ENE TUBE ANO A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLEOWITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT i · 3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GRE!ATER QUANTITIES OF WIRES SHALL REQUIRE,-. LARGER AF'PROVED WIRE CONNECTION, @ WIRE CONNECTION 3" TO e• IN SIZE TAPE CONTROL WIREII TO MAINLINE AT 10-FE!T ON CENT!R. SLEEVE INSTALLATION ® FOR LANDSCAPE IRRIGATION PLANS -SEE SHE:ETS L3.1 -L3.4 (7-10). Smith Consulting Architects 12220 Eel Camino Real Suite 200 San Diego California 92130 18581798 4777 Fax 1858179:, 4787 I I ii . I I 11 I FOR LANDSCAPE IRRIGATION LEGEND AND NOTES -SEE SHEET L4.1 (11). FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET L4.4 (14). R I D G E LANDSCAPE ARCH 11 ECTS 7551Rainlr€1e Drive, Suite 300 C.rlobad, CA 92009 Tel 760 43! 1002 Fnx 760 4381155 www.ridgela.can 11 DATtt ~.c.c. _____ _ REVIEWED IY, INSPECTOR REVISIONS MUST BE APPROVED SY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, Rl!VISION8 I I 24" X 4" PIPE INSTALLATION AF'PROVED FOR. F'I...ANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD 19LANNING Dl!19ARTMl!NT LANDSCAPE IRRIGATION DETAILS BILTMORE PACIFICA SOP 01-01-(B). 4322L L4.2 I ,------ROOT BALL OF TREE /"-SUBBLER 1-!l!AOS ~ER LEGEND AND AS SHOWN ABOVo INDICATED BELOW: 2 IIUBBLERS MIN. PER TREE 3 BUBBLERS PER 24" & 38" eox TREE 4 BUBIILERS PER 44!" BOX ANO LARGER TREE / PVC LATERAL LINE PIPE .,_..;..!_,:=~..,---'-..J;.,;lr:::...:::::.J...;..,_... ,-SEE SPECIFICATIONS FOR TYP'E AND DEPTH REQUIREMENTS PLAN VIEW· It I$ + + + • + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + ,,.-------4-INCH GRATE (INCLUDED) .,,------l'IOOT-TERING SYSTEM: RA.1N llfllO lltW!ll-lCG (INCLUDES 1401 0.2! GPM IUNLIE._ WITH RISER, CHECK VALVE. GRAT!, IWINCS A5SIEM9LY. 1/2" MALE NPTINLIET ANO BA!IKET C.ANISTEPI:) "---FINISH G,w)E -------■UHLER: AAIN BIRD 1401 025 Gl'M (INCLUDED) ;----..---CHECK VALVE (IWCLUDED) ;------OnlONAL PEA GAAV!t1. OR RWS SAND SOCK (RWS-SOCK) FOPI: SANDY SOILS FILL WITH 314" GRAVEL TO SOTTOM OF ·CHECK VALVl 112-INCH PVC SCH 80 Nll'PLE (INCLUDED) ~-------112-INCH 90-DEOREE ELBOW (INCI.LDED) t~==-=:;~~~;~;~~~if~j~ 12•1NCH SWING ASSEMIILY (INCCUDED) 112-INCH MALE MPT INLET (INCLLlOEO) P\/C SCH 40 TEE 01'1 EL '------L.~TE~ P1fllE '-------4-INCH IASKET WEAV'E C,._NIST!R (INCLUDED) 9"-------AMMl!•OEO BACKFILL ROOT eALL OF TREE STRl!l!T SURFACE~ ~~u,;;J.-)w-F POTA8LE SERVICE LINE ---~ 3.5 FEET (SEE IMPROVEMENT DRAWINGS) 12" Ml'NIMUM REQUIRED VERTICAL SEPARATION RECYCLED WAT!R IRRIGATION --------' MAINLINE W/ SLEEVE NOTE: ALL RECYCL!O WATER IRRIClATION ~11"1! AND SLEEV!! 9KALL SE PURPLE AND LABLED AS Sl'ECIFIED INt "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTl!MS" "CARLSBAD R!LAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 @ ROOT WATER SYSTEM ®POTABLE MAINLINE CROSSING Smith Consulting Architects 12220 El Camino Peal Suite 200 SHh Diego California 92130 1858)793·4T/7 Fax 18581793·4787 I I I I I I ·. FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.4 (7-10). FOR LANDSCAPE IRRIGATION LEGEND -SEE SH'EET L4.1 (11 ). FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET L4.4 (14}. "AS BUILT" DATE REVISIONS MUST BE APPROVED !!Y PUBLIC HEAL TH ENGINEER, ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING Dl!PARTMl!NT LANDSCAPE IRRl1GATION DETAILS BILTMORE PACIFICA 8HllaT8 23 R I D G E LANDSCAPE ARCHITECTS R.C.t. ------~.c.t. ______ ir---i-----i-------~---------t----'""11;:::::;::;:::;:: 755 Raintree Drive, Sutte 300 Carlsbad, CA 92009 Tel 760 438 1002 Fox 7804381155 www.ridgeE.can REVIEWED IY: INSPECTOR : I ' DATE R&VISIONS SDP 01-01-(B) 4322L L4.3 I I RECYCLED WATER PLAN NOTES 1. Alt Wt!11< -II be -In •"""'dance wllh !he City of Carlsbad's Au19S and Rogul•tions. 2. Drinking wNr founlatm and de1ignllled outdoor MIi ng •reas oh all bl protected egalnlt contact wttl'I reeyci•d water spray, mitlt or runoff. 3. ""' manilgllfflOOltt prllCIICII lhall bl -,t to ellml-or conlrol to th• bOlt ponlblo; l)Ol'ldJng, run-<lfi', owr-opray and mitl!IMQ. 4. Hooe bihbl ""' llridly pro-. !5. Cros11 -connections t,etv.,een recycled wllte·r ti nu end potable wat&r Ones aM strlctly prohibited. e. No subllllutlona of pip. m"'9riala will bo allowed without prior approval of the City of Cariobad. 7. All mainline pipe 1h1H hive waming tape per the City of Carisbad's Rules end Regulations. 8. Houro for irrigllion wilh rocyc:led water are from 10:00 p.m. to 6:00 a.m. The hours fur irrigation wllh disinfected tertiary recycl•ed water may be modlllod by the local authority. lnigetlon during public uoe periods with disinfected t1-rtiary reeycled water sha·II be under the supervision of tne designated user supervisor. Irrigation with water of a fnur quality than disinfected tttrtiary rtteycled water shall be between the houre, of 10:00 p.m. and 8:00 a.m. 9. l!lurlol of oil wiring and pipo thall moet the City o1Cll!1sbad's Rule• and Ragulatlons. 10. Non-dMl1gnated un el'en ehal I be protected from contact with recycled water, whether by wlndbtown spray or by direct application through irrigation or other use. Lack of protection, whettier by doslgn. construction practice or 1ystem operation, is strictly prohibited 11. Irrigation heads shall be ralocated or adjusted to minimize or eliminate over-spraying on &idewatk&, Mreiets and non-ctesignat:ed use areas. 12. Recycled water quick coupling valves 1hall bl of a typo d"91gnod !or uoo on recycled water dlslTlbutlon 1yst11ms per the City of Carlsbad's R.ules and R:l!!lgul•llona. 13. All appurtenancea (aprinKter heads, valve boxes, etc.) on recycled water syatems shall be color-coded purple per AWWA guidelines and Section 116615 of the California Health and Safaty Code. 14. All Irrigation pipe shall be stenciled with the waming "Non-Potable or Recycled Water", color coded (purple) and laid with the warning tape and stenciling oriented toward the top of the !Tench per the City of Carlsbad'• R.uln .and Regulations. 15. On new on-site oystom• (post meter), potable water, oon1tant pra••url! 1'11cyolad water and oewor Hnoe shall be placed a minimum of four feet apart or as directed by tne project engineer and/or regulatory agenoy. Me111rsurements shall be between facing sul'faees, no pipe center lines. 16. Conatant prHtunt ~ycled watter linu shall oroea at l&Mt twelve inehe1 below potable water linea and maintain at least t\Nlllve inehn cr011lng ooporatlon between other ulilltloo. 17. If a constant preaeure rtcycled wllor line ohall be installed above• potable-lino or laas than twelve inches b•low a l)Otablo water lino, !hen tho recycled water line •hall bo in&tallad within an approved protective sleeve as per tho City of Carlabad's Rules and Regulations. 18. Developer/Contractor shall conduct • cr011-conno~on test and coverage test u directed by the City of Carlsbad and/or lhe !'Ian Diego County Department of Environmental Health prior to any u&e of recycled water. 19. The r&<i uired cro11-oonMCtlon ln1pectlon oh all bo done by either tho Carlsbad Water Dlllrict and/or the San Diogo County Department of Environmental Haalth. Copies of inspection reports will be forwarded to the non-inspeoting pat'ly. 20. The dooign propooe<II for rocyctod water "Do Nol Drlnlc" signs shall bo placed•• dJrected by the City. 21. A physical separation shall be provided betw&en adjacent areas: inigaled with recycled waiter and pot&ble water. Separation shell be provided by distance, concrete mow strips or other approved methods. 22. All pressure mainline pipe from the recycled water system shall ba lnstal'lad to maintain • 1 O loot minimum horizontal seperatlon from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, th1 recycled water pipe shall be Installed below the potable water crossing in a cl 200 purple pvc 1l&ev1 which extends a minimum of 5 feel on eithar side of lhe potable water pipe. Provide a minimum vertical ciearance of 12 inches. 23. Contact the City's Office two dtlys prior to the lrrlgellon covorego !ell and ammge • walk through of tne system. Failure to comply with any or All of the abovl!I guidelines puts your system in violation of the District's Rules and Regulations, and will result In termination of service until the appropriate corrective st&ps h1ve been taken. GUIDELINES FOR RECLAIMED WATER USE The loH<>Wing guldoNnea •r• Intended to provide the basic poiramelere lortho UM of reclaim1ed wat&r tn la-ndleape irrigation. To operate your system in compliance with these guidelinea you must: 1. Irrigate betwoon the houra of 10:00 p.m. and 6:00 a.m. only. Wetorlng oulllide this time frame rnu1t be done manually with quallfled supervisory personnel on-- 1lte. No syttem shall at any Ume be left una1teMded during use outside the normal achedule. 2. lrngete in I mannor that will minlmlN runoff pooling and pending. The oppllcallon rllle shall not exceed the i n!lltretion rate of the soil. Timero mull! be ad}ua:ted ao as to Ce compatible with the lowest soi'I infiltratlon rate pr1unt. T!'li·s procedure may ba facilitated by the efficiant scheduling of the automatic control clocks, (i.e. employing the ropoltfunctlon to break up the total irrigation tlma into cyclaa that will promote maximum 1011 absorption). 3. Adju11 spray heads to eliminate overopray into•-not under the control of the eu•tomer. For example, pool decks, pr1vMe patios, streets and &ldewal1<s. 4. Monlltoll' and' maintain the system to minimize eqWpment and material failure. ·Broken sprinkler Mada, leaks, unreliable valves, etc., should be repaired as 100n u tney become apparent. 5. l!duc■lt all maintenance penoonnel, on • contlnuou• basl1, ol!he preoenoe of recl•imed water, and the fact thllll: it is not approved for drinking purpo■&S. Given the h+gh turnover rate of employes in the landscape industry, it i1 lmpol'tent that thi& information be dlssemlnatMI on an almost daily basis. It is you, the land1cape contractor, who is responsible for educating each and eveiry one M your employees. 8. Obtain prior approval for all propcted el\angH and moctffleatlont w any ort-- aite lacilitiu. Such changes must be submitted to, and opproved by, the District Engtneerlng office and destgn8d in aooordance with District standard■. Failure to .,,,mpty with any or all of !he above guidllli-puts youreyolem in vlo1etlon Of the Oilltrlct'a RulH and Regul1tlon1 and will rosult In lem1lnetton of urvloe unltl the appropriate corr1ol.'lw steps have been taiken. IRRIGATION NOTES ALL LOCAL MUNICIPAL ANO STATE LAWS, RULES AND REGULATIONS OOV1'!ANINO OR l'tl:LA/TING TO ANY PORTIO~ OF THIS WORK ARE HEREl!IY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUClUUES ANO SERVICES BEFOl'tl: COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES ANO $1:RVICSS SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITEtTUl'IAL PLANS BEFORE BEGINNING WORK. 4 THE CONT~CTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED fO F'ERFOI'™ THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. e THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON TH! PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT l'HE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY l!Y THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUl·REMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINE □ IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLHR ALONG ENTIRETY Of' MAIN LINH TO THE LAST RCV ON EACH ANO EVERY LEG OF MAIN LINE. LABEL SF'ARE WIRES AT BOTH ENDS. 10 ALL l"IPE ANO I OR WIRE UNDl!:R PEDESTRIAN PAVING AREAS TO BE ,NSTALLEll ~ A l"URPLE RECYCLE□ WATER PVC Pll"E SCt'i. 40 SLEl"VE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARltlED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. BO SLEEVE THREE TIMES THE DIAMEl'ER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH A$ SHDWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVE$ WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE Pt.ANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HAR□SCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECT!'! RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRI/IIN USE ARE"'5. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. LANDSCAPE IRRIGATION WATtll ANALYSIS PROJECT: l!liltmore Paclflca Carlsbad, CA I POC #1 ("A" & "B") I Project ETo: 42.eo MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA•(ETo)x(0.B)x(Total 9<1. Ft.)oc(.112) 42.!IO x o.e x 118,965 x 0.62 + Total Project Acr1"'91 2. 73 ESTIMATED APPLIED WATER USED: (GALLONS PER YEAR) 2,525,484 EWU•(ETo)x(Plant Factor)o<(Hydrozone Sq. Ft.),<(.62) lniglltlon Efficiency HVDROZONE # 1: (Shrub aree with Spray Hetlda) 42.6 • 0.4 x 48 768 • 0.62 • 0.7 HYDROZONE # 2: (Shrub Area with Rotor Haado) 42.8 X 0.4 X 50 211 X 0.82 • 0.B HVDfl!OZONE # 3: (Turl Area with Rotor Huds) 42.e x o.s , 19,9!16 x 0.112 • 0.8 MAXIMUM APPLIED WATER TOTAL ESTIMATED WATER USIE: 739,4110 666,200 $116,142 Gal./Yr G1I./Yr ~1./Yr Smith Consulting Architects 7.75Acre Feet/Yr. 2.27 Acre Feet/Yr. 2.04 Acre Feet/Yr. 1.S3 Aero Feet/Yr. 7.75 Aero Feet/Yr. 4.31 Acre Feet/Yr. R I D G E LANDSCAPE ARCHITECTS FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.4 (7-10). FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET L4.1 (11 ). 12220 El Camino Resl Suite 200 S3h Oiego Californi;,i 9?130 1858)793-4 7 7 7 Fax 1858)793-4787 755 Raintree Drive. Suite 300 Carlsbad, CA 92009 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS L4.2 -L4.3 (12-13). Tel 760 438 1002 Fax: 760 4381155 www.Mgela.com NOlE NOTS: CONTROLLERS 'A" & "B" ARE DESIGNED TO RUN <)ONCUMENTLY, AT NO THESE SUGGESTED RUN TIMES ARE FOR REFE•REOOE TIME SHALL CONTROLLERS "A" & "B" BE RUN SEQUENTIALLY. CONTRACTOR. ONLY. ACTIJAL RUN TIMES MAY DIFFER DUE TO SHALL PROVIDE A LAMINATED NOTE l"OSTED ON EACH CONTROLLER WITH VARYING SITE CONDITIONS. CONTRACTOR. SHALL MINIMUM 112" LETTERING STATING THE FOLLOWING: "IRRIGATION CONTROLLERS "A" & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO ADJUST RUN TIMES AS REQUIRED TO PROVIDE TIME SHALL CONTROLLERS "A" & "B" BE RUN SEQUENTIALLY''. APPROPRIATE WATER FOR EACH VALVE CIRCUIT. Biltmore Pacifies JAN F~• MAR Al>R MAY "'N JUL AUG SEP OCT NOV DEC T"'"': lrrination Schedule EToiMo 2., 2.6 3.4 ,1 4.9 4.6 4.6 5.1 4.1 •.3 ?.4 1.9 47.8 POC #1 Controtler •A" ET01□-0 07 0.09 0.11 0.12 o.1e 0.15 0.15 o.1e 0.1• n.11 0 .06 0.06 T···e AKc Pr Reta IE Shurb Sere, 0.4 1.74 0.7 1.4 1.8 2.2 24 3.1 3.0 2.9 3.2 2.7 2.1 1.6 1.' Min/0.v 22 Qtv ol Valves Total Run Timt111 31 40 48 53 69 66 64 71 59 46 35 27 Total Min,Oa\J Shrub Roto,_ I 0.4 0.5 0.8 4.3 5.6 6.6 7.4 9.5 9.2 89 9.9 a.2 6.4 4.6 3.1 Min!O•v 6 Qt". orvatve, Total Run Time• 25 33 39 44 57 <5 53 59 49 3• 29 .. Toh!l:I Minlf1Av Bubbler< I 0.8 3 1 1.1 1.5 1.8 2.0 ?,5 2.5 2.4 2,i 2., 1.7 1.3 1.0 Min/Dov 1 Qtv. ol ValvOI T otat Run Times 1 1 2 2 3 2 2 3 2 2 1 1 Total Minn,_, Total Valve■ 29 TOTAL l'lUN TIMES IHI'\$\: 1 ,0 1.• 1.5 1.7 ,.1 21 2.0 ,,, 1.• 1.4 1.1 n:- JAN =m MAR APR MAY JUN J"' AUG SEP OCT NOV [)<'C Biltmore Pacilloo JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: lrrll'.lation Schedule ETo/Mo 22 2.6 3.4 3.7 4.9 4.6 4.6 5.1 4.1 3.3 2.4 1.9 42.8 POC #1 Controffer "B" ETo/Dav 0,07 0.09 0.11 0.12 0.16 0.15 0.15 0.16 0.14 0.11 0.08 0.06 T"-AKc Pr Rate IE Shurb Snrav 0.4 1.74 0.7 1.4 1.8 2., 2.4 3.1 3.0 2.9 3.2 27 2.1 1.6 12 Mini□- 20 a .. ,. of Valves Total Run Times 28 37 43 49 6' 60 58 65 54 42 32 24 Total Min!Da" ~hrub Rotors I 0.4 0.5 0.8 4.3 5.6 6.6 7.4 9.5 9.2 6.9 9.9 8.2 6.4 4.• 3.7 Min/Dav 5 Qtv, of Valves Total Run Times 21 28 33 '7 47 46 45 49 41 32 24 18 Tota.I MinlDa" Turf Rotor11 ' 0.8 0.5 0.6 8.5 11.1 13.2 14.8 19.0 16.4 17.8 19.7 16.4 12.@ 9.6 7.4 MinlD_, 7 f.ltv. of Valves Total Run TlmOI RO 78 92 104 13' 129 125 138 115 •9 67 -lit Total Min/Dav Tree Bubblers I 0.,8 3 1 1.1 1.5 1 8 2.0 2.5 2.5 2.4 2.6 22 1.7 1.3 t.0 Min/Dav 1 Q"'. of Valveo Total Run Tlmeo 1 1 ? 2 3 2 2 3 2 2 1 1 Total Min/Dav Total Valves: 33 TOTAL RUN TIMES <HRS\: 1.8 2.4 2.8 3.2 4. 1 4.0 3.8 4.3 3.5 2.8 21 1 6 .IAN FEB MAR APR MAY JUN JUL AUG SEP r>CT NOV DE<': -AT!lt PM•SURE CALCULATIONS P<" NUMBER PO" SIZE ,. PO" ELEVATION 11n ELEVATION DIFf'ERENC STATIC PRESSURE IPSO 114 REMOTE c~'TR"' VALVE M •00 REM TE CONTROL VALVE SIZE 11/2" R.C.V. DEMAND IGPMl 4A TOT DEMAND GPM\ 00 RCV. ELEVATION 110 STATIC PRESSURE AT R.C.V. 114 SIZE DESCRIPTION PSI LO$!'! 2" SERVICE LINE 1 2.9 PSI 2" WATER METER 2 7.0 PSI 2" BACKFLOW PREVENTER 12.0 PSI 2" BASKET STRAINER 3 2.0 PSI l--,-!2',,",,,..-,eeBAc;L,;,L::::V=':A='='V'='ES"==-:-:-==----------J4 __ 1"".o,__+ 1112" MASTER CONTROL VALVE 2.8 PSI PSI 3" 400 FEET OF MAINLINE: TYPE CLASS 315 1 .2 PSI 21/2" 300 FEET OF MAINLIN~: TYPE "'LASS 31• 7 2.• PSI 1112" R~MOTE ,.ONTR~L VALVE 8 2.0 PSI 10% LATER•• LINE LOSS 9 4.0 PSI 10% FITTING OSS 11 3.8 PSI -7 ELEVATION CHANGE IP.O.r.. TO HIGHEST HEAD\ 11 -3.0 PSI TOTAL SYSTEM PRESSURE LOSS ISUM OF #1 THRU #111 12 38.2 PSI PRESSURE REQUIRED AT HEAD 13 40.0 PSI TOTAL PRESSURE REQUIRED 1$UM OF #12 AND# 131 14 78.7 PSI STATIC WATER PRESSURE <FROM ABOVE\ 15 114.0 PSI RESIDUAL PRESSURE <SUBTRACT# 14 FROM# 15' 16 35.6 PSI SET PRV OR MCV AT 1# 14 PLUS 10 PSI\ PRESSURE BOOST. IF REQUIRED '#14-#15 +' PSTi 17 88.0 18 NIA PSI PSI APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE R.C.[. _____ _ R.C.[. ______ _ REVIEWED IY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DAT£ IY DtSCRl~TION REVISIONS APP'0 CITY OF CARLSBAD PLANNING Ol!PAl'ITMl!NT --23 LANDSCAPE IRRIGATION NOTES&. CALCS. BILTMORE PACIFICA ASSISTANT PLANNING DIRECTOR OWN SY _ _..::cM:,eJ __ CHKD IY_...;R.:;S:.,_ __ rlELD IY Pl'IO.IIIOT NO. SDP 01-01-(B) DIIAWINII NO. 4322L I I i L4.4 +- , r~ I' / ... ' I• I I I ' I I I ------ KEYMAP ----- I / I I I I ' , , , , , , , . I 2a· I ' SEWER 1 'll-EASEMENT -~ _: -- , I , I I '. I I ., ,, I , ----------- :,;;::::.::.,~~;;;;;::::::::-I \ l I I I ! I ----- NOTTO SCALE <1 I I I I I I I I I --- -----MAT EET L5.2 (16} FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (19). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). 0 10 20 40 60 SCALE AND NORTH -- R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suikl 300 Cali>bad, CA 92000 T~ 76-0 438 1002 Fax 760 438 1155 www.ridgela.com -----"~ . - , , I \ , , ~~--- PROPOSED 3-STORY MULTI-TENANT OFFICE PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME MINIMUM SIZE COMMENTS DETAIL QTY. TREES: • GEIJERA PARVIFLORA I 24"BOXSTD. AUSTRALIAN WILLOW B'H X 3'W X 1-~• CAL B 50 • OLEA EUROPAEA 'SWAN HILL' I LARGE FIELD 18' TO 20'H X 18'W .. FRUITLESS OLIVE GROWN (MIN. 50 YEAR OLD) A 5 I:,. PLATANUS ACERIFOUA 'YARWOOD' I 24" BOX STD. 10'H X4'WX4" CAL LONDON PLANE TREE ◊ POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR 24" BOX 10'HX3'WX1i"CAL B 45 + QUERCUS AGRIFOLIA I 24"BOXSTD. 9'H X 3'W X 2' CAL. B 26 COAST LIVE OAK SHRUBS, VINES, & GROUND COVERS: 0 0 © (I) 0 © 0 0 ® 0 0 ~ G) filTiilllill uil ----- ARCTOSTAPHYLOS 'PACIFIC MIST' I MANZANITA BACCHARIS P. 'STARN" I COYOTE BRUSH (MALE) BOUGAINVILLEA '00-LA-LA' I BOUGAINVILLEA BRUNFELSIA P. 'FLORIBUNDA' I YESTERDAY-TODAY-AND-TOMORROW BUXUS M. JAPONICA I JAPANESE BOXWOOD CARISSA M. 'GREEN CARPET' I DWARF NAT AL PLUM CLIVIAMINIATA/ KAFFIRLILY HETEROMELES ARBUTIFOLIA I TOYON DIE TES VEGETA I FORTNIGHT LILY ELAEAGNUS PUNGENS 'MARGINATA' I SILVER-EDGE ELAEAGNUS HELICHTOTRICHON SEMPERVIRENS I BLUE 0A T GRASS HEMEROCALLIS HYBRID I DAYLILY LANTANA MONTEVIDENSIS I PURPLE LANTANA LEUCOPHYLLUM F. 'COMPACTA' I COMPACT TEXAS RANGER LIGUSTRUM JAPONICUM 'TEXANUM' I TEXAS PRIVET LIRIOPE MUSCARI I BIG BLUE LILY TURF 1 GAL. 5 GAL. 1 GAL. SGAL. 5GAL. 1 GAL. 1 GAL. 5GAL. SGAL. SGAL. 1 GAL. 1 GAL. 1 GAL. 5GAL. 5GAL. 1 GAL. PLANT 3' O.C. C PLANT 4' O.C. C PLANT 4' O.C. C PLANT 3'-6" O.C. C PLANT 18" 0.C. C PLANT 3'-6" O.C. PLANT 2' O.C. C PLANT 8' O.C. C PLANT 3'-6" 0.C. C PLANT 4' O.C. PLANT 2' 0,C. C PLANT 1 '-6' 0.C. C PLANT 3' O.C. C C PLANT 2'-6' O.C. C PLANT 2' O.C. C PER PLAN 259 126 10 156 32 50 314 PER PLAN PER PLAN 314 86 531 59 LONICERA JAPONICA 'HALLIANA' I HALL'S HONEYSUCKLE FLATS PLANT 1' 0.C. E PER PLAN MUHLENBERGIA RIGENS I DEER GRASS 1 GAL PLANT 4' O.C. C 1£:D MYOPORUM PARVIFOLIUM I MYOPORUM PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY PITTOSPORUM T. VARIEGATA' I VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'CLARA' I INDIA HAWTHORN FLATS 5GAL. 5GAL. 5GAL. RHUS OVATAI 5 GAL SUGAR BUSH ROSMARINUS 0. 'HUNTINGTON CARPET' I FLATS PROSTRATE ROSEMARY SALVIA LEUCANTHA I 1 GAL. MEXICAN BUSH SAGE TRACHELOSPERMUM JASMINOIDES I 1 GAL ST AR JASMINE TURF 'MARA THON 11' I DWARF FESCUE SEED PLANT 3' O.C. E PLANT 8' O.C. D PLANT 3'-6" 0.C. E PLANT 3' O.C. PLANT 5' 0.C. C PLANT 1' O.C. F PLANT 3'-6" 0.C. C PLANT 1 '-6' O.C. E ROOT BARRIER· ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER. REFER TO DETAIL B, SHEET L6.1, DENOTES SOIL SAMPLE LOCATION· REFER TO NOTE 'H' OF PLANTING NOTES, SHEETL6.1, FOR ADDITIONAL INFORMATION. NOTE: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3' LAYER OF MEDIUM GRIND SARK MULCH. PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY AT JOB SITE. PER PLAN 10 102 39 PER PLAN 220 PER PLAN 19,607 S.F. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE R.C.E. ______ _ REVIEWED BY: OATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'D LANDSCAPE PLANTING PLAN BILTMORE PACIFICA OWN BY __ J~C __ CHKO 9y __ R_S'---- FIELD BY PROJECT NO. SOP 01-01-{B) DATE DRAWING NO. 4322L L5.1 I: I I I I =~-:::-·c· =•• ;c,= = / I --I I I I I :i / .. / / /. / . .. ' .·f,./ SOIL;S PLE LUCAT!ON :OF 3 / i / I .. I /4 · .. I ' : J ·. · .. _'// ,, ... I /,I /, '!' I' KEYMAP I ,, \ r\i-. -\-,---_l_------:0£ _,;;.i"' I I I I I I i ; I - / -- NOTTO SCALE 0 \ \ .. \ \._ -·~· '>>' -~. -~'~--:: __ ~ -~ ~:-~:~,.~ ->~-~ --.-~-;.;;;,:· __,,,. 10 20 40 SCALE AND NORTH .,, / •Y..,, -· ,.: •• 60 ----------_,. - -- NOTE: ROUTINE NON-MOTORIZED MAINTENANCE OF THE OPEN SPACE EASEMENT AREA IS A PERMITTED ACTIVITY WITHIN THE OPEN SPACE EASEMENT AND IS AUTHORIZED BY THE CITY OF CARLSBAD, THE U.S. FISH AND WILDLIFE SERVICE AND THE CALIFORNIA DEPARTMENT OF FISH AND GAME. ----- FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (19). - FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). DATE fl, PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS DETAIL QTY. TREES: • GEIJERA PARVIFLORA I AUSTRALIAN WILLOW 24"BOXSTD. 8'H X 3'W X 1-~" CAL. B 50 • OLEA EUROPAEA 'SWAN HILL' I •• FRUITLESS OLNE LARGE FIELD 18' TO 20'H X 18'W GROWN (MIN, 50 YEAR OLD) A 5 t:;. PLATANUS ACERIFOLIA 'YARWOOD' I LONDON PLANE TREE 24" BOX STD, 10'HX4'WX4"CAL. ◊ POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR 24" BOX 10'H X 3'W X 1 J CAL. B 45 + QUERCUS AGRiFOLIA I 24" BOX STD. 9'H X 3'W X 2" CAL. B 26 COAST LIVE OAK SHRUBS, VINES, & GROUND COVERS: 0 0 © I • • •• • , • I (1) © lffll 0 0 ~ e ~ 0 ARCTOSTAPHYLOS 'PACIFIC MIST I MANZANITA BACCHARIS P. 'STARN' I COYOTE BRUSH (MALE) BOUGAINVILLEA 'OO-LA-LA' I BOUGAINVILLEA BRUNFELSIA P. 'FLORIBUNDA I YESTERDAY-TODAY-AND-TOMORROW BUXUS M. JAPONICA I JAPANESE BOXWOOD CARISSA M. 'GREEN CARPET' I DWARF NATAL PLUM CUVIA MINIATAI KAFFIRLILY HETEROMELES ARBUTIFOLIA/ TOYON DIETES VEGETA I FORTNIGHT Lil Y ELAEAGNUS PUNGENS 'MARGINATA' I SILVER-EDGE ELAEAGNUS HELICHTOTRICHON SEMPERVIRENS I BLUE 0A T GRASS HEMEROCALLIS HYBRID! DAYLILY LANTANA MONTEVIDENSIS I PURPLE LANTANA LEUCOPHYLLUM F. 'COMPACT A' I COMPACT TEXAS RANGER LIGUSTRUM JAPONICUM 'TEXANUM' I TEXAS PRIVET LIRIOPE MUSCARI I BIG BLUE LILY TURF LDNICERA JAPONICA 'HALLIANA' I HALL'S HONEYSUCKLE MUHLENBERGIA RIGENS I DEER GRASS MYOPORUM PARVIFOLIUM I MYOPORUM PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY PITTOSPORUM T. VARIEGATA' I VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'CLARA' I INDIA HAWTHORN RHUS OVATAI SUGAR BUSH ROSMARINUS 0. 'HUNTINGTON CARPET I PROSTRATE ROSEMARY SALVIA LEUCANTHAI MEXICAN BUSH SAGE TRACHELOSPERMUM JASMINOIDES I STAR JASMINE TURF 'MARATHON II' I DWARF FESCUE 1 GAL. PLANT 3' O.C. SGAL. PLANT 4' O.C. 1 GAL. PLANT 4' O.C. 5GAL. PLANT 3'-6" O.C. SGAL. PLANT 18" O.C. 1 GAL. PLANT 3'·6" O.C. 1 GAL. PLANT 2' O.C. 5GAL. PLANT 8' O.C. 5GAL. PLANT 3'-6" O.C, 5GAL. PLANT 4' O.C. 1 GAL. PLANT 2' O.C. 1 GAL. PLANT 1 '·6" O.C. 1 GAL. PLANT 3' O.C. 5GAL. PLANT 4'-6" O,C. 5GAL. PLANT 2'-6" O.C. 1 GAL. PLANT 2' O.C. FLATS PLANT 1' O.C. 1 GAL. PLANT 4' O.C. FLATS PLANT 3' O.C. 5GAL. PLANT 8' O.C. 5GAL. PLANT 3'-6" O.C. 5GAL. PLANT 3' O.C. 5GAL. PLANT 5' O.C. FLATS PLANT 1' O.C. 1 GAL. PLANT 3'·6" O.C. 1 GAL. PLANT 1'-6" O.C. SEED C C C C PER PLAN 259 126 10 C 15& " C ~"'--,, C C C C C C C C C 32 50 314 PER PLAN PER PLAN 314 86 531 59 E PER PLAN c&) E D E C F C E PER PLAN 10 102 39 PER PLAN 220 PER PLAN 19,607 S.F. • ---• ROOT BARRIER-ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOTBARRIER·REFER TO DETAIL B, SHEET L6.1. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NCTES, SHEET l6.1, FOR ADDITIONAL INFORMATION NOTE: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3• LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELNERY AT JOB SITE. \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 0/2710 RS ~ COOLING TOWER I TRASH ENCLOSURE RE-LOCATION CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN BILTMORE PACIFICA R I D G E LANDSCAPE ARCHITECTS R,C.E, _____ _ R.C,E. ______ l----+---!-----------------4-----1 ;=s=;;;;;;~ii=;:;:====================: APPROVED ( lL 755 Raintree Drive, Suite 300 Car~bad, CA 92009 Tel 760 438 1002 Fa, 7604381155 www.ridgeJa.com REVIEWED BY: INSPECTOR DATE BY DESCRIPTION DATE REVISIONS APP'O 11J. _ 4: · ~ L.;n_ PLANNING OWN BY_-::Jc::C __ CHKD BY __ R_S __ FIELD BY PROJ&CT NO. SDP 01-01-(B) DATE DRAWING NO. 4322L L52 I I INFILL TO 8£ HEMEROCALLIS @ .1 '-6" o.c.---,, J PALOMAR AIRPORT RD. l_ \ I / -------/ ,<.•·/·· ------ ',,....-:'." --~ --- , .. -..... p, p / PROPOSED 3-STORY MULTI-TENANT OFFICE , ·7 .~:,, ,.,,,, ,1.,,, ... ,,.,,,,,,,, ,,,, ", . . . . .. . . I ii llfL __ _,~~ .......... , ........... . .. ....... . .... . -----w KEYMAP NOTTO SCALE ' -- "'"'"· ·f"'"' REfER TO SEPARATE PACKAGE, "FINAL .. . WETLAND MITIGATION lBUFFERPLANJl,B'f ·_··.·· .. . · MERKEL AND ASSOCIATES FORPI..ANTING INFORMATION INTHISAREA .. FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (19). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). n· □ I I I i I 0 10 20 40 60 SCALE AND NORTH -===",;~!?'.~--==,,;,,,.,,;;--,,,;..,,.,,-:t cc ... -'SI' ;s,-r,,,, '.:l -E E E NOTE: ROUTINE NON-MOTORIZED MAINTENANCE OF THE OPEN SPACE EASEMENT AREA IS A PERMITTED ACTIVITY WITHIN THE OPEN SPACE EASEMENT AND IS AUTHORIZED BY THE CITY OF CARLSBAD, THE U.S. FISH AND WILDLIFE SERVICE AND THE CALIFORNIA DEPARTMENT OF FISH AND GAME. 1-w w :::c en 0, w ,w ; en , ½ • I ·w z I I I I I PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME MINIMUM SIZE COMMENTS DETAIL QTY. TREES: 24" BOX STD. B'H X 3'W X 1-;• CAL. B 50 • GEIJERA PARVIFLORA I AUSTRALIAN WILLOW • OLEA EUROPAEA 'SWAN HILL' I LARGE FIELD 18' TO 20'H X 18'W A 5 .. FRUITLESS OLIVE GROWN (MIN. 50 YEAR OLD) 6 PLATANUS ACERIFOLIA 'YARWOOD' I LONDON PLANE TREE 24" BOX STD. 10'H X4'W X4" CAL ◊ POPULUS NIGRA 'ITALICA' I 24" BOX 10'H X 3'W X 1 J CAL B 45 LOMBARDY POPLAR + QUERCUS AGRIFOLIA I 24" BOX STD. 9'H X 3'W X 2" CAL. B 26 COAST LIVE OAK SHRUBS, VINES, & GROUND COVERS: nrnnmrnll llliillillllilJ 0 0 ® , ....... , <D 0 © mil 0 0 ® 0 0 ~ G:) EillID LJ ------- ARCTOSTAPHYLOS 'PACIFIC MIST' I 1 GAL. PLANT 3' 0.C. C PER MANZANITA PLAN BACCHARIS P. 'STARN' I 5GAL. PLANT 4' O.C. C 259 COYOTE BRUSH (MALE) BOUGAINVILLEA '00-LA-LA' I 1 GAL. PLANT 4' O.C. C 126 BOUGAINVILLEA BRUNFELSIA P. 'FLORIBUNDA' I 5GAL. PLANT 3'-6" O.C. C 10 YESTERDAY-TODAY-AND-TOMORROW BUXUS M. JAPONICA/ 5 GAL PLANT 18" O.C. C 156 JAPANESE BOXWOOD CARISSA M. 'GREEN CARPET' I 1 GAL PLANT 3'-6" O,C. C ~ DWARF NATAL PLUM CLIVIA MINIATA/ 1 GAL. PLANT 2' O.C. C 32 KAFFIR LILY HETEROMELES ARBUTIFOLIA I 5GAL. PLANT 8' O.C. C 50 TOYON DIETES VEGETAI 5 GAL PLANT 3'-6" O.C. C 314 FORTNIGHT LILY ELAEAGNUS PUNGENS 'MARGINATA' I 5 GAL PLANT 4' 0.C. C g) SILVER-EDGE ELAEAGNUS HELICHTOTRICHON SEMPERVIRENS I 1 GAL PLANT 2' 0.C. C PER BLUE OAT GRASS PLAN HEMEROCALLIS HYBRID I 1 GAL PLANT 1 '-6" 0.C. C PER DAYLILY PLAN LANTANA MONTEVIDENSIS/ 1 GAL PLANT 3' 0.C. C 314 PURPLE LANTANA LEUCOPHYLLUM F. 'COMPACTA' I 5GAL. PLANT 4'-6" O.C. C 86 COMPACT TEXAS RANGER LIGUSTRUM JAPONICUM ',TEXANUM' I 5GAL. PLANT 2'-6" 0.C. C 531 TEXAS PRIVET LIRIOPE MUSCARI I 1 GAL. PLANT 2' O.C. G 59 BIG BLUE LILY TURF LON ICERA JAPONICA 'HALLIANA' I FLATS PLANT 1' O.C. E PER HALL'S HONEYSUCKLE PLAN MUHLENBERGIA RIGENS I 1 GAL. PLANT 4' O.C. C &0 DEER GRASS MYOPORUM PARVIFOLIUM I FLATS PLANT 3' O.C. E PER MYOPORUM PLAN PARTHENOCISSUS TRICUSPIDATA/ 5GAL. PLANT 8' O.C. D 10 BOSTON IVY PITTOSPORUM T. 'VARIEGA TA' I 5 GAL PLANT 3'-6" O.C. E 102 VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'CLARA' I 5GAL. PLANT 3' O.C. E ~ INDIA HAWTHORN RHUS OVATA/ 5GAL. PLANT 5' O.C. C 39 SUGAR BUSH ROSMARINUS 0. 'HUNTINGTON CARPET' I FLATS PLANT 1' O.C. F PER PROSTRATE ROSEMARY PLAN SALVIA LEUCANTHA I 1 GAL. PLANT 3'-6" O.C. C 220 MEXICAN BUSH SAGE TRACHELOSPERMUM JASMINOIDES I 1 GAL PLANT 1 '-£" O.C. E PER STAR JASMINE PLAN TURF 'MARATHON II'/ SEED 19,507 S.F. DWARF FESCUE ROOT BARRIER -ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER -REFER TO DETAIL B, SHEET L6.1. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. NOTE: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY AT JOB SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Sutte 300 Carlsba~, CA 92009 Tel 760 4381002 Fax 760 438 1155 www.ridgela.com R.C.E. _____ _ REVIEWED BY, INSPECTOR 0127/0 RS 4 COOLING TOWER I TRASH ENCLOSURE RE-LOCATION DATE R.C.E. _______ f---.,f--t--------------------l--~ DATE BY DESCRIPTION APP'D DATE Rl:VISIONS LANDSCAPE PLANTING PLAN BILTMORE PACIFICA ;:=A::::;:PP===R===ov=:::E~~/=[=====1========~ /"i.-A:~ 4--~1-o~ c;.n.c; . PLANNING • DATE OWN BY JC CHKD BY_.:..Rcc.S __ FIELD BY PROJlaCT NO. SDP 01-01-(B) DRAWING NO. 4322L LS.3 I I ) I , 053007 ~ r-,.. ' ~' ~ M' I[) ....I I tii I LU I I I C/l I ll:J I Cl) 1• I ~ I :J' I u 1-<C ~ .. I \ KEYMAP SOIL SAMPLE. LOCATION 3 OF 3 \ \ PALOMARAIRPORT RD. REFE:RTO SEPARATE PAGKAG~;):FINAL. -. ··· .. - VVETLAND MITIGATION /BWFFERPLAN"',BY:/ MERKEL AND ASSOC(AJES FOR PLANTING-.• INFORMATION IN THJS'ti,REAi.. -. ---.· ,, ' . --. / •' / ,·,, _/ I,• . n· j t i 0 10 20 40 60 NOT TO SCALE SCALE AND NORTH /' -- / / 0 -- 0 /. ,·' , / / ---,/ / '/ / " / / / NOTE: -- -<-•,, /-/// --_J ROUTINE NON-MOTORIZED MAINTENANCE OF THE OPEN SPACE EASEMENT AREA IS A PERMITTED ACTIVITY WITHIN THE OPEN SPACE EASEMENT AND IS AUTHORIZED BY THE CITY OF CARLSBAD, THE U.S. FISH AND WILDLIFE SERVICE AND THE CALIFORNIA DEPARTMENT OF FISH AND GAME. /l' --__ ---:.i ,. 1,--,. ,- !t~JSTJ •w. • I. -\ I ,I \ I I \ FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (19). I I PLANTING LEGEND SYMBOL TREES: • • .. t:,, ◊ + BOTANICAL I COMMON NAME GEIJERA PARVIFLORAI AUSTRALIAN WILLOW OLEA EUROPAEA 'SWAN HILL' I FRUITLESS OLIVE PLAT ANUS ACERIFOLIA 'YARWOOD' I LONDON PLANE TREE POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR QUERCUS AGRIFOLIA I COAST LIVE OAK MINIMUM SIZE COMMENTS DETAIL QTY. 24" BOX STD. 8'H X 3'W X 1-~" CAL. B 50 LARGE FIELD 18' TO 20'H X 18'W A 5 GROWN (MIN. 50 YEAR OLD) 24" BOX STD 10'HX4'WX4ffCAL. B 101 24"BOX 10'H X 3'W X 1 l CAL. B 45 24" BOX STD. 9'H X 3W X 2" CAL. B 26 SHRUBS, VINES, & GROUND COVERS: 111m 0 0 ® ... , ... q CD 0 © mil 0 0 18) ® 0 0 ~ (o ETIIillill ~ ----- ARCTOSTAPHYLOS 'PACIFIC MIST' I MANZANITA BACCHARIS P. 'STARN' I COYOTE BRUSH (MALE) BOUGAINVILLEA 'OO-LA-LA' I BOUGAINVILLEA BRUNFELSIA P. 'FLORIBUNDA' I YESTERDAY-TODAY-AND-TOMORROW BUXUS M. JAPONICA/ JAPANESE BOXWOOD CARISSA M. 'GREEN CARPET'/ DWARF NATAL PLUM CLIVIA Ml NIA TA/ KAFFIR LILY HETEROMELES ARBUTIFOLIA I TOYON DIETES VEGETA/ FORTNIGHT LILY ELAEAGNUS PUNGENS 'MARGINATA' I SILVER-EDGE ELAEAGNUS HELICHTOTRICHON SEMPERVIRENS I BLUE OAT GRASS HEMEROCALLIS HYBRID I DAYLILY LANTANA MONTEVIDENSIS I PURPLE LANTANA LEUCOPHYLLUM F. 'COMPACT A' I COMPACT TEXAS RANGER LIGUSTRUM JAPONICUM 'TEXANUM' I TEXAS PRIVET LIRIOPE MUS CARI I BIG BLUE LILY TURF LONICERA JAPONICA 'HALLIANA' I HALL'S HONEYSUCKLE MUHLENBERGIA RI GENS I DEER GRASS MYOPORUM PARVIFOLIUM I MYOPORUM PARTHENDCISSUS TRICUSPIDATA/ BOSTON IVY PITTOSPORUM T. VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'CLARA' I INDIA HAWTHORN RHUS OVATAI SUGAR BUSH ROSMARIN US 0. 'HUNTINGTON CARPET' I PROSTRATE ROSEMARY SALVIA LEUCANTHA / MEXICAN BUSH SAGE TRACHELOSPERMUM JASMINOIDES I STAR JASMINE TURF 'MARATHON II' I DWARF FESCUE 1 GAL. PLANT 3' O.C. C 5GAL. PLANT 4' O.C. C 1 GAL. PLANT 4' O.C. C 5GAL. PLANT 3'-6" O.C. C 5GAL. PLANT 18" o_c_ C 1 GAL. PLANT 3'-6" O.C. C 1 GAL. PLANT 2' O.C. C 5GAL. PLANT 8' O.C. C 5GAL. PLANT 3'-6" O.C. C 5GAL. PLANT 4' O.C. C 1 GAL. PLANT 2' O.C. C 1 GAL. PLANT 1 '-6" O.C. C 1 GAL. PLANT 3' OC. C 5GAL. PLANT 4'-6" O.C. C 5GAL. PLANT 2'-6" O.C. C 1 GAL. PLANT 2' O.C. C FLATS· PLANT 1' O.C. E 1 GAL. PLANT 4' O.C. C FLATS PLANT 3' O.C. E 5GAL. PLANT 8' O.C. D 5GAL. Pl ANT 3'-fi" O.C. E 5GAL. PLANT 3' O.C. E 5GAL. PLANT 5' O.C. C FLATS PLANT 1' O.C. F 1 GAL. PLANT 3'-6" O.C. C 1 GAL. PLANT 1 '-6" O.C. E SEED ROOT BARRIER-ALL TREES WITHIN 5' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER-REFER TD DETAIL 8, SHEET L6.1. DENOTES SOIL SAMPLE LOCATION· REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. NOTE, MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3,1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY AT ,JOR SITE. PER PLAN 25A 126 10 156 79 32 50 314 209 PER PLAN PER PLAN 314 86 531 59 PER PLAN 15 PER PLAN 10 102 1036 39 PER PLAN 220 PER PLAN 19,607 S.F. FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1-L7.4 (20-23). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARC~ I TECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 76~ 438,155 www.rijgela.com "AS BUILT" DATE R.C.E. ------R.C.E. ______ _ REVIEWED BY, INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D fsHEE,71 CITY OF CARLSBAD IISHE2E3•8 1 ~ l PLANNING DEPARTMENT . LA~DSCAPE PLANTING PLAN BILTMORE PACIFICA I ASSISTANT. PLANNING DIRECTOR OWN BY_---"JC"'---'-' _ CHKD BY_~R~S~-- rlELD BY PROJECT NO. SOP 01-01-(B) DRAWING NO. 4322L L5.4 \ ) ) (051706' PLANTING NOTES A. REFER TO PLANTING S!>ECH"ICATIONSANO DETAILS FOR SOl'L PREPARATION, FERTILIZATION, MULCHING ANO OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONOITIONS, DIMENSIONS AND ELEVATIONS BEFORE F'ROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PIAN. D. REPORT DISCREPA~IES IN THE DAAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT, CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUEO PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT ANO PROTECT THEM FROM OAMAGE. NOTIFY THE OWNER'S l'IEPRESENTATIVE IMMEOIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF PtEPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. O!ITAl·N ALL SOIL Fotll LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL l!IE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY lt>IHl'BIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLl·SHEO IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~AVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 2•" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION ANO DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY IJPON RECEll"T OF WRITTEN CHANGE ORDER FROM THE OWNER SUBMIT SOIL REPORT TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO AMMEND1NG SOIL. I. KILL AND REMOV1!! ALL EX!STNG WEl!OS FROM SITE AAEAS PER SPECIFICATIONS. J. ASl!U~E POSITIVE Dtllll.lNl\<lE IN ALL P'LANTING AREAS, 2 % MINIMUM. K. LOCATE ANO TAG ALL PLANT ,_.,TERIAL. MATE!I.IAL SHALL 9E IN OONFOfllMANCE WITH Jl'LANTING 1PIAN O•ESCRIPTIONS ANO SPECH"ICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW ANO APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL T!a.EES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FIHAL LOCATION OF ALL PLANT MATERIALS SHALL !IE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES ARE GIVl!N FOl'l CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0, AT EDGES OF PLANTING AREAS, THE CENTER LINE Of THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND CO\IER AND/OR SHRU! MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE ANO CU~E TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESl'ALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER i''LAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING ANO/OR GUYING OF TREES TO ENSURE STABILITY. T, MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SU'BMIT MULCH SAMPUE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO l!E SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. EROSION CONTROL NOTES • SLOPES REQUIRtN,G EFl:OStOt; CONTROL MEASU'RES AS SPECl'FIED HEREIN l!!HALL lie TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 • COVER CROP/ JUTE MESH COVER CROP SHALL 11E A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS, SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION, THE COVER CROP SHALL ae APPLIED AT A RATE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS, TYPE OF JUTE MESH SHALL BE APPROVED BY TH£ CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15iH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH SHALL BE USED. l!I. STANDARD #2 -MOUNOCOVEl't 100% OF AREA TO l!IE PLANTED WITH A GFl:OUND COVER 'KNOWN TO HAVE EXCELLENT SOIL 81NO'ING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1)YEAR). C. STANDARD 1113 -LOW SHRUIS LOW SPREADING WOOOY SHRUl!IS (PLANTED FROM A MINIMUM OF 2-314" LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). D. ITANOAl'tD #II -TREES AND I OR LARG,E SHRUBS TREES ANO/ OR LARGE SHRUBS SHALL BE (F'LANTEO FROM A MINIMUM OF 1 GAL. CONTAINERS) AT A MlNlMUM RA TE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR STEEPER ANO 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2, • ALL SLOPES 8:1 0Ft STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6:1 OR STEEPER ANO 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER AND e• OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. ' COVER SEED CROP COMPOSITION TO l!IE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS ALYSSUM MONTANUM FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 10 2000 400 120 F NOTES A. ALL SHRUBS/ GROUND COVERS SHALL l!IE PL.ANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING lD SECTION LEGEND: 1 LOCII-TE PL~TS WITH l!!QUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SP,O.CING. 2. 24" li:LE:AR \/!!HIGLE Ol/£RHANG ZONE· LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4, SPRINKLER HEAD· LOCATE BETWEEN PARKING STALLS WHENEVER POSSIEILE • MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE I I @s EOU,l,L • • 6. 1/2 SPACIN'G FOR SPECIFIED PLANT MATERIAL PLAN VIEW PLANTING ADJACENT TO PARKING I ' Smith Consulting Architects 12220 El Camino Real Suite 200 Sae Diego California 92130 1858)793 4717 Fax 18581793 ·4787 I I ii ' NOT TO SCALE • N.T.$. 2XDIA. OF ROOTBALL LEGEND 1. ON'E THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3, FINISHED GRADE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUNO, LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED IJELOW LEVEL OF SURROUNDING SOIL. 2X DIA. OF ROOT8ALL LEGENO 1. SPECIMEN TREE, 36" BOX OIR LAPIGER 2. BLACK PVC HOSE WITH 1111" BRAIDED GALVAMZEO STEEL GUY CABLE, USE GALVANIZED CABLECLAMPS ANO TURNBUCKLE. MINIMUM (3) GUYS PER TREE, PROVIDE ADDITIONAL GUYS IF REQUIRED DUE TO SITE CONDITIONS. 3. FINISH GF\ADE. CROWN OF TREE MUST NOT IE Pl.ANTED 8ELOW THIS LEVEL. 4. WATERING BASIN• MINIMUM4" DEPTH. MUlCH T02" DEPTH AND DEEP WATER TREE IMMEDIATELY AFTER PLANTING. R.EMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. TREE ROOTBALL -MUST NOT !lE ROOT !IOU!«>. LOOSEN ANY TIGHT PACKED ROOTS. 5. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP AND WATER-SETTLE BACKFILL BEFORE PLANTING 50 THAT TREE DOES NOT SINK AFTER PLANTING. 7. FERTILIZER TABLETS PER SPECIFICATIONS. S. EXISTING SOIL 9. MODEL 65 DUCK!ILL EARTH ANCHOl'I WITH 1111" eRAIDED GALVANIZED STEEL CABLE 10. 112" DIA X 2'-0" LONG WHITE PVCWAFl:NING DEVICE TO !E INSTALLED IN PUBLIC AFIEAS. 11. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. C SHRUB PLANTING NOT TO SCALE A TREE PLANTING -36" BOX & LARGER NOT TO SCALE "' ~,l,lff1""1T'r""ni""'rf~:i---4 6 I --- 2X 01A. 7 OF ROOTBALL LEGEND 1. WALL, FENCE OR TRELLIS, PEFI PLAN 2. WATERING BASIN· MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. J. FINISHED GRADE 4. 7. 8. AMENDED BACKFILL MIX· SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS l"ER SPECIFICATIONS ROOT!!IALL OF PLANT -MUST NOT BE ROOT!!OUNO. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT -MUST NOT BE BURll!0 BELOW LEVEL OF SURROUNDING SOIL. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSlcRY STAKE. B i,SEE SPEC.~ 'I 2X DIA, ~ OF RODTBAL, ·-~~ ~7 PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TRiE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" M1N. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED l!Y LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL. SEE SPECll"ICATI0"1S FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES ANO BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITH'IN 5' OF HAROSCAPE, OR AS SHOWN ON PLANTING PLAN. NOT(: MAINTAIN TURI' 3'' CLEAR FROM TREE TRUNK. TREE PLANTING· 24" BOX & SMALLER NOT TO SCALE FOR LANDSCAPE PLANTINiG PLANS SEE SHEETS L5.1-L5.4 (15-18). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (20-23). VINE PLANTING NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 75e Raintnie OMve, SuilB 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.ccm DATE J.C.E. -----R.C.[, ------ ,cvlEWED IY, INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AEVl810N9 CITY OF CARLSBAD PLANNING Dl!l"Al'ITMl!NT LAN0SCAPE PLANTING 0ETAILB & NOTES BILTMORE PACIFICA APPROV SDP 01-01-(B) 4322L L6.1 I, SECTION 021511 ,LANDSCAPE IRRIGATION RECYCLED WATER NOTE: CONTJIIACTOR SHALL BE: FAIIILIA" WITH THE CA"LSBAD lvl\JNICIPAL WATER OISTfltlCT'S IRRIGATION SPECIFICA Tl'ONS ANO IN CASES OF CONFLICT SE TWEEN THESE SPECIFICATIONS AND CMWD'S SPECIFICATIONS, CMWD'S SPECIFICATIONS WILL TAKE PRECEDENCE. Port 1 GENERAL 1.01 SUWA"Y A. tt J,1 ttle lnttnt of Ill• specl·lleotlons one! drowl11ge that the flnl:,hed l)llltem 11 complete tn every respect and ■hall be ready for O!)eratlon 1otisfoctory to the Owner. B. The work 111,all lnclude all mo.ter!al1, labor, ■ervlcn, transportation, and 19quipment necessary to perform the work as Indicated on the drawings, In these specifications, ond os necessary to complete the contract. 1.02 CONSTJIIUCTION DRAWINGS A. Duo to the scale of the drowlnge, It I• not possible to Indicate all offsets, fitting■, steeve ■, etc. which may be required. The Contractor ■hall carefully Investigate the structural and finished conditions affectlnt,1 all of hie work and plan his work accordingly, furnishing such Nttlng1, etc. 01 may be r19qulred to meet ouch conditions. Drawings are generally dla9rommatlc and lndlcatr..,. of the work to be ln1talled. The work shall be Installed In such a manner as to avoid conflicts between irri9atlon 1ystems, planting, and architectural features. !I. All work co11ed for on the ~rowln91 by note, or detall ■ shall be fumlahed and Installed whether or not speclflcal1y mentioned In the specifications. When an Item is shown on the plan, but not thown on the l!)eciflcotlons or vice versa, it shall be deemed to be as shown on both. The Architect shall have fl-nal authority for clarification. When a conflict occurs betweer on Item shown on the plan and as shown on the specifications, the Architect shall hove final authority for clarlflcmtlon. C. The Contractor shall not wAlfully lnetoll the Irrigation system as 1hown on the drawings wher It ie obvloue In the field that obatnuetion1, grade differences or discrepancies in area dlmerelOl'lS exist that might not ho'le been coneidered In engineering. Such obstructions or differences should be brought to the attention of the Architect as 100n 01 detected. In the event this notification 11 not performed, the Irrigation Contractor shall assume full re1pon1lbility for any revision necessary. 1.03 QUALITY ASSU~ANCE A. Provide at least one Eng4ish, 1p,eaklng person who shall be pr•sent at on times during execution of this portion of the work and who ehall be thoroughly familiar with the type of material, bslng ln1tolled ond lh• manufacturer'• recommended methods of installation and who ■hall direct oil work performed under this ■ection. !I. Mo•nufacturer'■ direction■ cind d·etalled drawl-ngs 1hall be fol'iowed In all ooan whore the manufacturer of article ■ u■ed in this contract furnish directions covering points not shown In the drawings and specification■. C. All local, municipal and ■tote Iowa, rulH ond regulotloni1 governing or relating to any portion of this work are hereby Incorporated Into and made a part of these specifications, ond their provi1ion1 shall be carried out by the Contractor. Anything contained in these specifications shall not be constnued ta conflict with any t>f the above rules and regulations of the same. However, when these 1peciflcatlan1 and drawlhgs call for or describe materlols,workmanship, or construction of a better quality, higher standard, or larger size than is required by the above nute1 and regulations, the provlslt>ns of theoe specifications and drawings shalt toke precedence. o. All materl~s auppl1ed for this ll'ro)ect shall be n,ew andl 1r .. fl-om ol'ly defects. Ai'! defective materials ■hall be r911>taced Immediately at no additional coat to Owner. E. The Contractor 1hoH ■eeur• the requll'ed licenses and l)ermlts lncludlng po)lfflents of c'horgee and fees, gl'le required notice■ to public authorities, verify permits aecured or arrangernenh made by others affectln<,J the work of thl1 ssctlon. 1.04 SUBMITTALS A. Materlal1 Lill 1. After award of contract and before any ll'rlgatlon S)llllem moterlola are d-11vered to th■ job site, 1ubmlt to the Owner o complete !lat of all Irrigation S)lllt■ma, materials, or processes propand to ba furnl1h1d end Installed 01 port of this contract. 2:. Show manufacturer'■ nGMe and cotal09 number for eoah item, furnish complete catalog cut■ and technical doto, furnish the manufacturer's recommendations 01 to the method of Installation. 3. No sub1tltutlon1 ~1 be aftowed without prior written occ■ptanee by the Arehlteet or Owner's authorized repre1e,,totlve. 4. Manufacturer's warranties shall not relieve the Controctor of his llablllty under the guarantee. Such warranties shall only supplement the guarantee. B. Subatltutlons: If the Irrigation Controetor wl1h11 to substitute 011y equlpmert or materio11 for those equipment or materta,11 listed on the Irrigation drawings and specifications, he may do se by providing the following lnfonmotlon to the Architect or Owner's authorized representative for approval. 1. Proll1ds a written atatem.,,t Indicating the reaeon for making the substitution. 2. Provide catalog cut ■hffts, teehnlcol data, and performance Information for each 1ubstltuto Item. 3. Proll1de In writing the dll'ferenee In lnstoUed price If the Item 11 accepted. 1.05 EX1STING CONDITIONS A. The Contractor shall -lfy and be fomlllor with the loeatlons, size ond detail of points of connection provided os the source of water, electrical supply, and telephone line connection to the irrigation 1ystem. !I. Irrigation de1ign 11 bned o,n the ovafloble ■totlc water pressure 1hown on the drawings. Contractor shall verify 1totic water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's o·uthorlzed representotl'le prior to beginning construction. C. Prior to cutting Into the efl, the Contractor sholl locate off cable,,, condul'ls, sewer septic tanks, and other utllltles c,s ore commonly encountered underground and he shall toke proper precaution, not to damage or disturb tuch impro'lements. If a conflict exists between such obstacles and the proposed work, the Contractor 1hall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor wlll proceed in the same mann,er If a rock lo)'41r or any other such conditions are encountered. 0. The Contractor shall protect oH existing utilities and features to remain on ond odjocent to the project site during construction. Contractor shall repair, ot his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor lholl coordinate with the General Contractor for Installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shalt permit the Architect and Owner's authorized representative to visit and Inspect at oil times any part of the work ond shall provide sole access for ouch visits. B. l'ttlere the 1peclflcatlons req,ull'e work to be tested by the Contractor, It shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencie■. The lrrlgotlon Contractor 1hall be solely responsible for notifying the Architect, Owner, and governing agencle■, a minimum of 41!! hours In ~dvonce, where and when the work Is ready for testing. Should any work be covered without testing or acceptance, it shall be, If 10 ordered, unco--ed ot the Irrigation Controctor's expense. C. lnspectlane wBI be required for the foHowlng at o minimum: 1. System layeut 2. Pressure test of Irrigation llnaln ll11e {Four h-ours at 125 PSI or 120,i of st~tlc water pressure, which ever is greeter.) 3. Coverage te■t of lrrlgctlon system 4. Final Inspection prior to start of maintenance period 5. f'lnal acceptance D. Site observations ond tesUng will not commence without the record drawings at prepared by the Irrigation Contractor. Record drawings must be complete and up to dote for eoeh site visit. E. Work which lolls testing and Is not accepted will be retested. Hourly rotea Ol'ld expense, of the Architect, Owner's authorized representative, and governing agencies for reinopection or retesting wilt be paid by the Irrigation Controctor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use oil meons neeessary to protect Irrigation system materlolo before, duflng, and aftet lnstatlatfon and to protect the installation work and materials of oil other trodes. In the event of damage, immediately make all repairs and replacements necessary to the occepte11nce of the Landscape Architect and Owner and ot no additional cost to the Owner. B. E,ercise care In honl:l11ng, cover until ready to lnttall. to allow the pipe to loy flat loading, unloading, and storing plastic pipe and fltting1 under Transport plastic pipe only on o vehicle with a bed long enouigh to avoid undue bending and concentrated e•ternol load. 1.015 CLEANUP ANO DISPO$Al A. Dispose of waste, trash, and debris In accordance with applicable Iowa and ordl1no·nces Qnd as prescribed by authorities having j.Jrlsdictlon. Bury no ouch waste material and debris on the site. Burning of trash and debris will not be permitted. The Controctor shall remove and dispose of nubblsh and debrl11 generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. 8. At the time of completion the entire site will be cleared of ta,ols, equipment, rubbish and debrl• which shall be dlspoHd of off-site In o legal disposal area. 1.09 TURNOVER ITIEMS A. Record Drawing■: 1. Record accurately on one set of contract drawing• all changes In the work tonstltu~lng departures from the orlglnol contract drawings. 2. The changes and dimensions shall be recorded In o legible and workma11ll~e manne< to the sotlsfoction of the owner. Prior to final Inspection of work, submit record drawings to the Architect or Owner'• authorized representative. 3. Oimenslona from/to permanent points of reference such ao buildln,ge, lldewolk-s, curijs, etc. shall be shown. Doto on record drawings •hall be recorded on a day to day basis as the project Is being Installed. All lettering on drawings shall be minimum 1 /e Inch in size. 4. Show loeotlons olld depth ■ of the following Items: o. Point cf connection, (lnctudlng water meters, baekflow preventor,, mo.tilr control valves, etc.) t,. Routing of sprinkler 11reesure llnH (dimensions shown at a maximum of 100 feet along routing) e. Gate ...alve1 d. Automatic remote control valves e. Quick couptlng valves f. Routing of control wl,res g. Irrigation controller• h. Related equipment (as may be directed) 5. Maintain record drawings on site at all tlme1. Upon completion of work, transfer otl as-built information a;nd dimension, to reproducible sepia prints. B. ControMer Ci'lorts: 1, Record drawings 1mus·t be approved by Architect <1nd/or Owner'a authorizeiil repretentatlve before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart oholl slilow the a~eo covered by the partlcytor controller. 3. The chort Is to be a reduced copy of the actual "record" drawing. In the ■vent the controller sequence is not legible when the drawing Is reduced, it shall be enldrged to o readable size. 4. When completed and appro'led, the chart shall be hermetically sealed betwM!n two fl)leees of plastic, each piece belng a minimum 20 mils In thickness. C. Operation ond Mointenan-ce Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be dellve~d to the Architect or Owner's authorized representative at lea1t 10 colend·ar days prio,r to final Inspection. The manuals ,half describe the material installed and the proper operation of the system. 2. E:ac'h complete, bound manual shall include the following Information: a. Index sheet stating Contractor's addreH ond telephone number, dlJratlbn of guo~ntee period, ll1t of equipment Including name• and oddre,ses of loco! monufaoturer representatl..,.,. b. Operating and maintenance Instructions for oil equipment. c. Spare part! lists and related manufacturer information for ofl equfpmeht. D. Equipment: 1. Supply 01 o port of this contract the following items: o. Two (2) wrenches for dlsoHembly ond adjustment of each type of sprinkler head used In the Irrigation system. b. Three 30-lnch 9prlnkler keys for manual operation of control val'l89. c. Two keys for each automatic controller. : I I Smith Consulting Architects 12220 El Camino Real Suite 200 San DieqoCalifornia 92130 (8581793 4777 Fax (8581793-4787 I I 11 I I 1 1 I d. Two quick coupler keys with a 3/4• bronze ho■e bib, bent nose type with hand wheel and two coupler lid keys. e. One volve box cover key or wrench. f. One 5-foot tee wrench for operatl11g butter~y vo4..,., (If ueed). g. Six extra aprlnkter heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final Inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period Inspection, the Londscap·e Architect, Owner's authorized representative, and govemlng agencies will inspect the work, 011d If not oecepted, will prepare a list of Items to be completed by the Contractor. At the time of the poat-malntenc!nce period or finol inspection the work will be reinlpected and final occ<lfl)tance will be In wrltlhg by the Architect, Owner's authorized representative, and governing agencies. B. The Owner', authorized representative shall hove flnal authority an all portl0111 ~f tn♦ work. C. After the system hos been completed, the Contractor shall lnstnuct Owner'• authorized representative in the operation and maintenance of the irrigation system and shall furnlsti a complete set of operating and maintenance instructions. D. Any settling of trenche■ which may occur during the ane-yeor period foltowlng 'acceptance shall be repaired to the owner's satisfaction by the Controctor without cmy additional expense to the owner. Repairs shall Include the complete restoration of all damage to pldntlng, paving or other Improvements of any kind os a result of the work. 1.11 GUARANTEE A. The entire 1prlnkler S)llltem, Including oil work done undsr this contract, ■hall be unconditionally guaranteed against oil defects and fault of material and workm<1nshlp, Including settling of backfilled areas below grade, for c period of one (1) year following the filing of the Notice of Completion. Should any problem with the Irrigation system be discovered within the guoro,ntee !period, It shall be corrected by the Contractor ot no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute on emergency (i.e. broken preHure line) the Owner moy proceed to make repairs ot the Contractor's expense. Any and all damage ■ to exlstln~ Improvement resulting either from faulty moterio,11 or workmanship, or from the nece99¢1ry repairs to correct same, shall be repaired to the satisfaction of the owner by the Contrcctor, all at no oddltlanal cost to the Owner. B. Guarantee shall bl submitted on Controetors own lette•rhead 01 follows: GUARANTEE Ft~ SPRINKLER IRRIGATION SYSTEM We hereby guarantee thot the sprinkler Irrigation system we hove furnished and Installed Is free from defects in materials and workmanship, and the work hos been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective moterlol during the period of one year from dote of filing of the Notice of Completion and also to repair or replace ony domoge resulting from the repairing or r•placlng of such defects at no additio1nol cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notiflcotion by the owner. In the event of our failure to make such r•poirs or replacements within the time specified after receipt of written notice from owner, we outhorlze the owner to proceed to have sold repairs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. PPtOJECT NAME: PPtOJECT LOCATION: CONTRACTOR NAME: ADDRESS: Til:LE:PHONE: SIIGNED: DATE: Part II MATERIALS 2.01 SUMMARY Use only new materials of the monufacturer, size and t)1>e shown on the drow!n911 and specifications. Materials or equipment Installed or furnilhed that do not meet Architect's, Owner's, or governing agencieo standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure aupply line from point of connection through basket strainer unit ehdll be Type "K" copper or brass pipe. 8. Preasure au,pply lines 2 Inches In diameter a,nd up to 3 tnche■ In d'lameter do~nstreem al basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASThl 02241. C. Non-pr••~·re line■ 3/4 Inches in diameter ooo larger downs~reom of the remote control '°"Ive ahall be Class 200 PVC. Non-pressure line• 1" and larger to conform to A5TM 02241. D. Reclolm•d' water PVC pipe to be color ¢oded "purple" In color and marked on two 1lde1 w-lth recloimtd water womlng statements "CAUTION -RECLAIMED WATER". Reclaimed ,water piping must be accepted by the local reclaimed water go'lerning agencies. Reelolmed water PVC pipe sh<l!II use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownlln• "Atertllne" or equal. 2.03 METAL PIPE AND FITTINGS A. Bross pipe shall be 1!!5 percent red brass, ANSI, !PS Standard 125 pounds, Sc~edule 40 screwed pipe. El. Fitting• shall be medium braH, screwed 125-pound clos1. C. Copper pipe and fitting• ahall be Type "K" sweat soldered. designation, ond dote of extrusion. 2.04 PLAsi,c PIPE AND F'ITTINGS 2.05 2.06 A. Pipe shall be marked continuoulfy with manufacturer's name, nominal pipe tiite, eehedule or cla ■s, PVC type and gra·de, Notionof Sanitation Foundation approval, Commercial Standorcls dnlgnatlon, and date of extrusion. B. All plastic pipe shall be extruded <1>f a,n Improved PVC virgin pipe compound In accordance with ASTM D2241 or ASTM 0171!4. C. Alli PVC flttlng1 aholl be standard .,_lglht Schedule 40 and shall be lnjeetton moldff o,f on Improved virgin PVC fitting compound. Slip PVC fittings sholl be the "deep ■ocket" broeketed type. Threaded plo1tic fittings shall be Injection molded. All tee• ond ells shall be aid• gated. All flttlnga shall conform to ASTM D2-465. D. All threaded nfpples aholl be stondord weight Schedule 150 with molded threodt and ll'loll conform to ASTM 01785. E. All solvent cementing of plastic pipe and fitting ■ shall be o two-1tep proeHe, usfn9 primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be In conformance with ASTM 02564 ond ASTM D215!5!5. r. When connection la plastic to m,eta·I, female ada,ptere shall t>• hand tlghtensd, p►u• one ti;rn with a strap wrench. Joint compound shall be non-lead bo1e Teflon paste, tape, or equal. BASKET STRAINER A. The basket strainer unit shall be 1>f the monufocturer, size, a,nd type lndleoted on the drawings. B. The basket strainer unit shall be lnstolled in accordance with the requirements Ht forth by I ocal codes. VAL\/£S A. Gate Valves: 1. Got• vol'les lfiofl be of the manufacturer, size, and type Indicated on the drawings. 2, Gate valve shall hove threaded ASTM B-62 bronze body, bonnet and ,..dge, sfflcon bronze stem, and malleable Iron handwheel. 3. All Gate valves shall ha'le o minimum working pressure of not lelS than 150 psi and ahofl conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler volves lholl be of the manufacturer, size, ond type Indicated on the drawings. 2. Quiel< coupter .elves shall be i,ro1s with a wall thickness guarantffd ta wlthstond nOffl'lal working pressure of 150 psi without leakage, Volvea shall ha'le 3/4 lemale thread~ op111lng 0 -t base, with two-piece body. Volves to be operated only with a coupler key, dee1gned for that purpose. Coupler key Is Inserted into .clve and a positive, watertight connection thal'I bie mode between the coupler key end valve. Hinge cover shall be the locking type constructed of braH with a rubber-like vin~ cover. Vin~ quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type Indicated on the drowing,s. ::a. Automatic control valves shall 'be •·leetrleally CJ!)erated. D. Anti-drain Valve.: 1. Anti-drain valves shall be of the manufacturer, size, 011d type Indicated on the drawings. 2. Antl-drotn valves sholl 'hove 111-15 1talnlea1 1teel 1prfng1 011d valve ■terns with !lun<i-N HOii. 3. Anti-drain .clve■ will hove threaded conn41etlort1 th• ■lze of the riser or pipe they ore te be Inst-ailed onto, or the next o.ciloble size-. No 1llp connection anti-drain valve• ore allowed. 2.07 VAL\'£ BOXES A. Valve bo•eo shall be fabrlooted from o durable, Weother-realstont plastic mot1Hal retlstont to sunlight and chemical action of 10ll1. B. th, valve box eo..,., shall be pu,rl)le ln edlor and permanently marked with th4 word■ "WARNING -RECYCLED WATER -Od NOT DRINK". Valve box co-shaft be aec,;red with a hidden latch mechanism or bolts. C. The cover and box ■hall be capable of sustaining a load of 1,500 pounde. D. Vol'le bo• e.tenslon■ ■halt be by the same ma,nufacturer a• the volve box. E. Automatic control valve boxes ahotl be 16"x11"x12" rectangular size. Valve box e0\ler1 shall be marked "RCV" with the valve Identification number "heat branded" onto the co'ler in 2 Inch high letters/numbers. F. Gate valve and quick coupler valve boxes b• marked with either "Git" or •acv'' "heat fetters/numbers. 1hat·1 be 1 o· clrcufa,r 1ize. Valve bo• ea-. shalt branded" onto the cover in 2 Inch high 2.08 AU TOMA TIC CONTROLLER A. Automatic controller shall be of the manufacturer, elze, and type 11'\dlcotect on tt'l<e ffl'Owing1. B. Automatic controller enclosures 1hall be of the manufacturer, size, and l)IP• lndlcot..i on the drawings. Enclosure shall be vandot-re1!1tont, 'lentlloted and waterproof. 2. 09 ELECTRICAL A. All eleetrleol 19qulpment shall be NEMA Type 3, waterproofed for e•terlor fnstolh!l'tf-,1. e. All electrfeal work shall conform to loco! codes and ordinances. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO , IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING Dl!PAMMl!NT SPECIFICATIONS R I D G E LANDSCAPE A,CHITECTS 7$5 Reintree Drive, Sule 300 Carlsbad, CA 92009 I Tel 7604381002 Fax 700 4381155 'IMW.ridgela.com R.C.E. ------ ~.C.E. ______ _ REVIEWED BY: DATE BY INSPECTOR DATE I , OESC~IPTION REVISIONS BILTMORE PACIFICA ASSISTANT PLANNING DIRECTOR OWN BY_-"'J"'---CMKO IV __ R_S __ nno av P AINIIOT NO. SOP 01-01-(B) I, ~-a; DATE ---4322L L7.1 SECTION 02e11 LANDSCAPE IRRIGATION (cont'd) 2.10 LOW VOLTAGE CONTROL W111:ING A. fl!emot• control wire ahllH be dlreet-burlot AWG-Uf'" t)'Pe, elte 01 lndleoted on the drawing•. lffld Ir, no caee amotler than 14 9C1tJge. l!I. Cllt'ln•etlona lhelfl be either 11>ox,-eecled pocket t)'Pe or Penn 1 Tlte connector•. ' C. Gf'ou,nd wire• ahoN be white In color. Control wire• shall be red (where two or more contralters are uud, the contr,:;! wire■ •hoU be a different color for eoch controller. Th••• celor■ ahCIII be noted on the "Recerd Drowlngs" plar,s located on controller door). D. f'ro.ide a 24" expontlon loop tor all dlrectlonal changes 1n cantrot wire routing. 2.11 ll'!l'!IGATION HtADS A. Sp,rlnkktr heads lliatl be of the monufocturer, size, type, with radius of throw, oi,ero'tlng pressure, and discharge rote indicated on the drawing■. l!I. f'op-u!) heod1 ond rl■er heada el'loll be ueed as indicated on the drowlngu. C. PO!)-up heads and gear driven rotors used on reclaimed woter systems shall have a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have a 1elf adheaive reclaimed water ■ticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in Englioh ond Spanish and hove the intematlonol symbol for "Do Not Drink". All reclaimed water warning• shall b• os required by th• locol water utll lty. 2.12 t.llSCELLANl[OUS EQUIPMENT Ralr, ""-■hall be of the manufacturer, 1lza, ond t)'Pe indicated an the drawings. Part HI EXECUTION 3.01 SITE CONDITIONS A. lnapeetlone: 1. Prior to (1ft work of thl• Mellon, earefully Inspect the ln1totled work of all other trades tffld verify that all IUch work ie complete to the point where thi• Installation may properly co,mmenc•. 2. Verify that irrigotlan •)9t""' moy be inetolled In strict accordance with all pertinent cedes <ffld regutotlono, the orlglnol dealgn, the referenced standards, and the manufbcturer's recommendations. 9. Dleerepor,cles: 1. In the event of d11crepa11cy, Immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with lnetallation 1n area• of dlacreponcy untll oil dlsereponcles hove been resolved. C. Grades: 1. Before starting w,ork, carefuMy cheak CIII grades to determine that work may eafely proceed, keeping within the ~•clfled moterlal depths with respect to finish grade. 2. F'lnal 9rodes sho11 be accepted by the Engineer before work on this sectiOl'I wlll be allowed to begi,n, 0. Field t.leoeurement,: 1. MClkt 011 neceHory m1tC19U!'lmentt In t'h• fl91d to ensure precln flt of Item, In occordonce with th• orlglnat design. Controctor shall coordinate the Installation of oU Irrigation moterlal1 with all other work. 2. All scaled dlmen1lon1 are oppro•lmote. The Contractor sholl chec'k and -lfy otl size dlrnenalona prior to proceedhig with wonk under this ■ection. 3. Exerclee extreme core In exeovating and working near exletlng utilities. Contractor shall be responsible for domogea to utlllties which are caused by hi■ operation& or neglect. e:. Dl,ogrommatlc Intent: The drawing■ ore ••••ntlally dlagrommotle. The alze cmd locotlan of equipment and flxturn are drawn to scale where poeslble. Provide offset■ in piping and ohanges In equipment locotion1 01 necessary to conform with structure■ a,nd to ovoid obstruction, or conflicts with other work at no additional expense to Owner. F". Layout: 1. Prior to .,,tollotlon, the Contractor 1holl stake out all pret1ur1 supply llnee, routing and location of sprinkler heode, valve,, backflow preventor, and automatic controller. 2. Loyaut irrigation •)"!Item and make minor adjustments required due to dllferences between alte and drawings. Ylt1ere piping i■ shown on drawing, u,nder paved area,, but running parallel ond adjacent to planted ereos, inotoll the piping in the planted areas. G. Water Supply Connection• to, or the lnstaftotlon of, the woter 1upply eholl be at the locations shown on the drawings. Minor change■ cou ■ed by actual site conditions shall be mode at no additional 1xp1n11 to Owner. M. Electrlcat Service: 1. Connections to the eleetrlcal l1Jpply ahall be at the locotlan1 shown on the drawings. Minor changes caused by actual site conditions shall be mode ot no oddltlonol expense to Owner. 2. Controeter shall moka 120 volt connection to the irrigation controllers. Electrical power source to controller location I shall be provided by others. 3.02 TRENCHING A. Exeowtlone shall be 1tralght with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching ••cawtlon shall follow layout Indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below ■ubgrode. B. Provide minimum cover of 1!! Inches on pre11ure supply lines 2 1/2 inches and smotter. C. Provide minimum cover of 1!! Inches for control wires. D. Provide minimum cover of 12 Inches for non-pressure lines. E. Pipes Installed In o common trench shall hove a 6 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill moterlol on 011 lines lliCIII be the some as adjacent soil free of debris, litter, and rocks over 1 /2 inch in diameter. B. Bock!ill eholl be tamped In 4-lnch layers under the pipe and uniformly on both sides for the full width of the trench ond the full length of the pipe. Backfill materials shall be aufflclently damp to permit thorough compaction, frae of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. F'lood1ng In lieu of tamping ltl not allowed. D. Under no circumstances shall truck ·wheels be used to compact backfill. E. i>rovlde eond backfill over and under oil plpln,g under paved oreoa. 3.04 PIPING A. Piping under existing pavement may be lnstatled by Jacking, baring, or h)"liroulle drlvl,ng. No hydraulic driving 11 permitted under aepholt pavement. B. Cutting or breaking ol existing pavement Is not permitted. C. Corelull'y ln ■pel:t all pipe and fltUngs before lnatollotlon, removing dirt, 1c~le, burrs and reaming. Install pipe with oil mor1<1ngs up for visual inspection and verification. D. F!emove CIII dented ond damaged pipe sections. E. All lines shall have a minimum clearance of 6 Inches from each other and 12 Inches from lines of other trade ■, F. Parallel lines shall not b,e 111,talled directly over each other. G. In solvent welding, use only t~, specified primer and 10lvent cement and make oil joints In strict accordance with the manufacturer'• recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling ond 24 hours curing time before filllng. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction 01 recommended by the pipe manufacturer. I. Centerlood all plaatlc pipe prl,or to pre•sure testing. J. All threaded plostie-to-plo11tlc connec!tions shall be assembled u1,in9 Teflon tape. K. For plastic-to-metal conneotl01'11, wo;k the metot connections first. U1e o non-hardening pipe dope an all threaded pla1tic-t0-metal connection■, except where noted otherwise. All plastic-to-metal connections shall be mode with ploatlc female adopters. L. All solvent weld molnHne pllplhg I• to b ■ secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to hove a Leemco joint restraint S)"lltem Installed on all fitting• In IIIU of thrust blocks. 3.05 CONTROLLER A. The ••act location of the ci>ntrollor shaft be approved by the Landscape )l.rehlteet or Owner's authorized representative before Installation. The electrical service aholl be coerdlnoted with this location. B. The Irrigation Contractor shall be responsible for the flnol electrlool hook op to the Irrigation controller. C. The irrigation S)"lltlm shall be progro"'1med to operate during the p,erf,ods of minimal uae of the design area or in occordonca with the Irrigation aehedule provided. 3.06 CONTROL WIRING A. Low voltage contr,i,I wiring 1hatl occupy the tome trench ond shall be lllstaHed along the some route as the pressure supply lines whenever poulble. B. Where more than one w'1re l1 i,laced In o trench, the wlrln9 1hotl be taped together In o bundle at intervals of 10 feet. 8undle shall be secured to the mainline with tape at Intervals of 20 feet. C. AH cannectlans shall be of ()11 approved type and 1holl occur In o valve ba,. Provide on 16 Inch service loop at each cct>nnectlan. D. An expon■lon loO!) of 12 lnche■ shall be provided at each wire connection and/or directional change, ond one of 24 inches eholl be provided at each remote control valve. E. A continuous run of wire ■hall be uaed between a controller and each rernote control voll'I. Under no circumstances shall splices be used without prior approwl. F. f'u,11 boxes for the low voltage control wires sholl be provided at o spacing of -460 feet an center along the wire route. An exponsron loop of 24 Inches shall be provided dt each control wire pull box. 3.07 VALVES A. Automatic control vol¥es, rnanuol valves, gate valves, end boll volvee are to be Installed In the approximate locotlona Indicated on the drawings. B. Valve sholl be Installed In shrub areas whenever possible. C. l•nstall oil wives as Indicated In the detoll drawing■. D. Valves to be Installed In valve bo•ea ahol'I be Installed one valve per bo•. 3.011 VALVE BOXES A. Valve boxes ohall be installed In shrub areas whenever possible. B. Each wive bo• shall be Jnatofled on o foundation of 3/4 Inch gravel bockfill, 3 cubic feet minimum. Valve boxe■ shall be Installed with their tops 1/2 Inch above the surface of surrounding finish grade in lawn areas and 2 inche• above finish grade in ground cover areas. 3.09 BASKET STRAINEP! A. Install basket stra'lner unit as Indicated In the detail drawings. B. Install boske,t strainer at location opproved In the field and ot 'height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be lnsta'lled as indicated on the drawings. B. Spacing of heads ■hall not exceed m~,clmum Indicated on the drawing■. C. Riser nipples shall be of the some size oa the riser opening In the aprlnkl1er body. D. Pop-up sprinkler heads shell not be 111stalled using 1ide outlet opening■. 3.11 MISCELLAN~OUS EQUIPMENT A. Install oll assemblies specified herein according to the re■pective detail drawings or specifications, using best standard practices. B. Quick coupler volvee shall be set approximately 12 inches from walks, curb,, header boards, or paved areas where ~ppllcoble. C. Unless designed as an integral part of the irrigation head, 0ntl-droi1n valves will be installed under every head. The anti-drain valve will be the some diameter as the riser and be integral to the riser assembly. D. Install rain sensors as Indicated on the drawings and 01 recommended by the manufacturer. Smith Consulting Architects 12220 El carr1ino Real Suite 200 San OieqoC>llifomia 92130 1&581793"4777 Fax 18581793 4787 I I 3.12 F'l.USHINO THE $YSTEM A. fl>rlor to lnetlOllatlon of sprln·kler nozzles, the vclvee shalt be c,pel'led Clnd o futl he<!ld ol water ueed to flush out the lines and risers. B. Si>rln'kler nozzles ■hall be installed alter flu1hlng the l)"lltem ho1 been completed; 3.13 ADJUSTING THE SYSTE"1 A. Contractor shCIII adjust valves, align heads, and cheek cavera91 of each ay,tern prior to coverage tHt. B. If it Is determined by the Archlteet or Owner'■ authorized repreHntotlve thot od<l!ltlonol adjustments or noztle changes will be required to provide proper ooverag,e, all necessary changes or odjuotmenta shall be mode prior to any planting. C. The entire syst■m shall be operating properly before ony planting O!)erotlont eorrtmence. D. Automatic control valves ore to be adjusted 10 thot the sprinkler heads operate at the preas,ure recommended by the manufacturer. 3.14 'TESTING AND OBSERVATION A. fl>rovlde 4 hour test O 12!5 !)SI for oil preasu,re moinllnee. Do not backfill untn City ln1pector approves pressure test(s). B. Do not allow or cause any of the work of this section to be covered up or enclosed until it hos been observed, tested ond accepted by the Architect, Owner, and governing agencies. C. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours In ad..:,nce, where ond when the work Is ready for testing. D. When the sprinkler system l·s completed, the Contractor shall perform a coverage tut of each system In its entirety to determine if the water coverage for the planted areas 11 complete and adequate In the presence of the Architect. E. The Controetor shall furnish oil moterlals and perform all work required to eerreet any inodequoclu of coverage due to deviations from the plans, or where the system hos been willfully in$tafled as indicated on the drawings when It Is obviously Inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and occompllshed before starting a,ny plontlng. F. F'lnol ln:spectlon wltl not commence wlthowt record drawings as prepared by t~• Irrigation Contractor. 3.15 MAINTENANCE During the molntenonce period the Contractor shot! adju ■t and maintain tho Irrigation 1:,etem in o fuHy operational condition providing complete Irrigation coverage to all Intended plantings. 3.16 COt.lPLETION CLEANING Part 1.01 1.02 1.03 Cleon-up shall be mode as eoc~ portion of the work progre■su. Refu1e and •xcess dirt shall be removed from the site, all walks and paving shall be broomed, and ony damage sustained on the work of othera shall be repaired to origlnol condition,. END Of' SECTION SECTION 02950 LANDSCAPE PLANTING GENERAL WORK INCLUDED A. Soll Preparation. B. F'lanti,,g, C. Stoking. D. Sodding. E. Cleon up. RELATED WORK A. Lond■cape Irrigation System. QUALITY ASSUF!ANCE: A Source Quality. 1. Submit documentotlon at least 60 do)"II prior to plo,ntlng that all plant materials ore available. Moterlols ore 1Ubject to Inspection after confirmation of erderlng. 2. Materials are subject to inspection at place of growth ond upon delivery, for conforrnfty to specifications. Inspection, approval and rejection con also toke place at other times during progress of work. 3. Request, In writing, Inspection of plant materials at !)lace of growth. Identify place of growth, and quantity of plants to be Inspected. 4. Aa dncrlbed In the pl anting note■ for trse togging , the Architect ma,y opt to either vl11lt the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to speciflcotlons prior to review by the Architect. 1.04 SU!MITTALS A. Prior to lnstollotlon submit for rsv1'ew and approval epeclflcotlons and product Information on Items being used on project. Submit bound with 11st of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STOIIIAGE AND HANDLING A. Deliver fertlllzer to site In originol unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, ond c0nformonce to State law. 8. F'r011lde copies of receipts for all amendments specified In th19e specification• or In the Solis Report. C. Deliver plants with legible Identification labet1. Label trees, evergreen ■, bundles al containers of like shrubs ond groundcover plants. State correct plant name ond size Indicated on plant list. Use durable waterproof labels with water-resistant Ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball er desiccation of l•avea. E. Notify Arc~lteet 7 do)"II ., <11dvone1 of delivery of plant moterfol• and submit lt•mlrotlon of ~ants In each d1llv1ry. F. Sltore plant• In shade and ~rotect from weather. G. Maintain and protect plant moterlbt I~ a healthy, vigorous condition. M. exercise care In handling, loo•dlng, unioodlng ond storing of plant moterlote. P!ep,toce damaged moterlols. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions ore eultoble In occordonee with locally occepted practice. e. Coord11'ote this wonk of this section with instol1otlon of u1'derground Irrigation a)"lltln'I, utllltles, piping o,nd watering heads. 1.07 SAIM"LES ANO TESTS A. Architect reserves the right to t<llke ond analyze samples of materJ,ols for conformity to specifieotlons. Provide samples for testing upon request. Remove rejected materials from site Immediately upon rejection at no additional east. Testing co•I1 will be paid for by Owner If materials prove to be in compliance with specifications. ' B. Prior to amending 10lls, contraeter shall hove soil tested for ogrlculturol auitobllity 01 described In planting notes. C. Provide 1 cubic foot sample of medium grind mulch co-to Architect lor review and approval. 1.011 GUARANTEE A. Guarantee moterlals against poor, Inadequate. dlsea1ed and Inferior moterlal1 and workmanship for one )'SOr after 90 doy maintenance agreement expiration. Part 2 PF!OOUCTS 2.01 MA l'ERIALS A. The following organic, soil omendmento and fertilizer ore to be used for bid ?urp01e1 only. Specific amendments and fertlllzer will be eelected and specified ofter rough grading operations ore corliplete and Contractor hos had soil 1omple1 tested. B. Pro¥ide standard, approved and first-grade quality materials, in prime condition when Installed o,nd accepted. Deliver commercially processed and packaged material in manufacturer'■ unopened containers bearing the manufacturer's guarontffd anCll)"IIII, Supply a ,ample of all supplied materials accompanied by onolytlcol doto from on approved laboratory source Illustrating compliance, or bearing the manufacturer's guaranteed onolysls. C. Orgonle Amendment: 1. Nitrogen Stabilized: 0.56 to 0.64 percent N boeed on dry weight for wood rnlduot or rice hull■. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve: 80 to 100 percent poHlng 2.33 mm stondord sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 mllllmohs per centimeter at 25 degrees C. 01 detenmlned by soturotion e,tract method. 4. Iron Content: t.llnimum 0.08 percent dAute acid sotubie F'e on dry wetght boaltl. 5. Ash: 0 to 6 percent dry weight. D. $ol Amendment: 1. Soll Sulfur: Agricultural grade suUur containln9 mirllmum of 99 percent eulfur ...,,_d os 91ementol. 2. Iron Sulfate: 20 percent Iran e11pres11ed 01 metollle Iron, derived from ferric cmd ferroue sulphate, 1 0 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 pero•nt lime as derived from o:,9ter ahella. 4. G)ll)■um: Agricultural grade product containing 96 percent minimum oolcium eu,fphote. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form conslstin; of the following percent• by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potaeh. 2. F'lontlng Tablets: F'rovlde •low-re1,aase type w'ith potentiCII acidity of not mar• lhon 5 percent by weight containing the following percent• by weight of nutrient. listed: 20-nltrogen, 10-phosphoric acid, 5-potoeh, 2.6-comblned calcium, 1.6-eomblned sul,phur, 0.35-lron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agrlfonm, or other approved. 3. Hydroseedlng Fertilizer: provide ammonium phosphate which conalsta of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nltrogen, 20-phoophorlc acid, o,-potash. 4. Pre-Sod fertilizer: Provide type con•latlng of the followlng percents by welg~t and mixed by a commercial fertilizer supplier: 16-hydroge,n, 20-phosphorlc acid, !!-potash. 5. Sulphate of potash: 0-0-SO. 8. Single ,uper-photphote: Commerclal product containing 111 to 20 percent avoRot>fe Phoepharlc Pentoxide, or other approved. 7. Urea formaldehyde: 311-0-0. F. Import or Amended Top Solt: Ensure silt pl'u• clay content of top 1011 do•• not e>1c1M 20 percent by weight, with o mi'nlmum 9!5 percent passing the 2.0 mr"1 sieve. Do not allow the sodium absorption ratio SAR to e•ceed 6. The olectrlcol conductivity (ECE) of the soturotlon e.troct cannot exceed :l.0 mlllimohs per centimeter at 25 degrffa C. Ensure boron content is less than 1 port per million as measured on the 1aturatlon extroct. To ensure compliance with these re~uirements, eubmlt somplee of soil for onolysls prior to, and following backfilling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT' REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~JI CITY OF CARLSBAD l"LANNINQ Dl!P'AATMENT R I D G E lA!DSCAPE ARCHITECTS 755 "'8intree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 FBX 780 4381155 www,lidgela.com R.C.E. ------ REVIEWED BY: INSPECTOR SPECIFICATIONS BILTMORE PACIFICA -.C.[. ______ 1--~---1----------------+----, ~::;::===~:====:=:::============:; APPROVE OESCRll'TION DATE REVISIONS I i • 'I OWN IY _ _::.JC::...,. __ CHKO l~_.:,:R:::S __ ntLD I'/ SOP 01-01-(B) ----4322L L7.2 .. G. Plant Materlols: SECTION 02950 LAMOSCAPE PLANTING (cont'd.) 1. Provide plant materials In occordance with Stote Oepartment of Agriculture's regulation for nursery Inspections, rul" o,nd roting■. Provide plants with a normal habit of growth, sound, healthy, vlgorou• and free from insect Infestations, plant diseases, sunscolds, ond other disfigurements. Ensure tree trunks ore sturdy ond hove well hardened 1ystems and 111,~orous and fibrous root syirtem1 which on not root or pot-bound. In the event of dlsogreemsnt os to condition of root system, the root condition• of the furnished plants In containers w~i be determined by ,..,,oval of ecrth from the roots of not le,s thon two plants, or more than 2 percent of the totol number of plants of each species or variety. Where container grown p◄onto ore from ••-al sources, rooh of not less thon two plants of each specie■ or variety from each ■ource will be inspected. In the event that the sample plants Inspected ore found to be defective, the entire lot or lots of plants repreunted by the def.olive eomple■ may be rejected. Plants rendered unsuitable for planting due to this inspectior, will be eonoidered sompleo ond wlll be provided at no coet to the Owner. 2. Size of !)ilfflts wNI eorre91>ond with th<it normotty expected for tpecles and variety of commercially available nursery atock or 01 epecified on drawing■. The minimum acceptable 1ize of plant■ measured before pruning with the branch" In normal position, must conform with the meoaurementa epecified in plant lilt. If approved by The Owner, larger sized plants may be u ■ed, but without cddltlcnol co,t. If lorger plonls ore approved for u1e, the boll of earth or spreod of roots for each plant will be increased proportionately. 3. F'lont■ not meeting requlr..,,ento of theH 11peelflcotlon1 ore conoldered to be defectlw whether in place or not. They must be immediately removed ond replaced with new acceptable and approved plant■ of the required size, opecies and variety at no addltionol cost to the Owner. 4. Pruning: Oo not prune, trim, top or alter the ■hope of trees or plonts e•cept as approved. ii. Provide p◄ont moterlot true to botonleol ond common nome ond variety as specified in Annotated Checklist of Woody Ornamental Plonto In Collfomla, Oregon and Washington, publllhed by University of Collfornlo School of Agriculture (loteat edition). 6. ~urnry Grown and Col1ected Stock: Grow under climotic conditions similar to thoae in locollly of project; container-grown 1toek In vigorous, healthy condition, not root-bound or with root system hardene<I off. Use only liner stoek plant material which la well established in removable container• or formed homogeneous 1011 aectlona. 7. Sod: Provide Morothor, "· I!. Select trees which are ae■thetlcally desirable and ore good example■ of the species. Trees with gashes, miahal)pen trunks or branches, topped leaders, structural defects, bad◄y croHed branches, or other vlaual defect• will not be accepted. 9. Seed: Label teed and proYlde In sealed containers with 1lgned copies from vendor certifying that eoch container 11 fully labeled In compliance with State Agricultural Code and 11 In compliance with minimum re'IIJlremento of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per pf,an. H. Hydroteedlng Fiber Mulch: Pro"1de Hydro-mulch 01 manufactured by Conwed, or other approved equal, composed of wo<:>,d cellulose fiber and containing no germination or growth inhibiting factor■. Ensure o consl•tent texture which disperses evenly and remains suspended in ogltoted water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.1!; 3 o.d. basis; organic matter 99.2 plus or minus 0.15; osh content 0.8 plus or minus 0.2; pH 4.8 plus or mlnu1 0.5;woter holding capacity (gram,1 of H20 per 100groms of fiber) 1150 minimum. I. Hydroseedlng Additive (l!inder): Provide Ecology Control-M-Binder orgonic seedlng additive. J. Guying o,id Staking Materlol1: 1. Wood Tree Stakes: Lodge pole pine, full treated with Coppernaphthonote Wood Preservative in strict accordance with FS TI-W-572 Type I, Composition B,2 Inch minimal normal size diameter by 10 feet long, no !!pill stokes. 2. Ties: Provide 36 inch COl'"d'ed rubber tie a, manufactured by Gro-Strolt Products, wire ond hoN tie by Nunes Turfgron, or other approved. Provide rigid tie stock No. LP, size corre1,pondlng to tree box size 011 monufoctured by VIT compony or other approved. 3. Steel Guy Anchor: Provide J/4 Inch diameter by 36 Inch steel vane os monuloctored by Maxwell Steel Compony, or other approved. 4. Gu_ymg Hardware: Wlrs-p◄loble 9 gouge galvanized; hoff 1/2 inch new rubber; tumbuckles -golva,nlzed or dip pointed, size os required'; safety sleeve -1 /2 inch white pvc full length of wire. I<. Tree Point: Provide t.4orrlaon TrN Seal, Cabot Tree Point, or other approved. L. Water: Provide clean, poteble woter. M. Mulch: Provide medium grind bork, con1i1tln9 of organic, flbroua, woody, bor1< mldure of varied particle size 111Uch that 90 to 100 percent pooaea 1 Inch sieve, 80 to 100 percent posses 1/2 Inch sieve, and 20 to 60 percent posses 1/4 inch sieve, or approved equal. t.4ulch shall be free of contaminants and weed seed and shall hove a pleasant musty or moldy so,H-like odor. Putrid, ammonia and sour-smelling motedols will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Heodenboords: 1. Provide 2 Inch by 4 Inch prea1u,re treated Oougla■ fir or redwood construction grode heoderbaord1. Make splices with 1 Inch by 4 inch pieces no less than 12 lnchee long. Place 1 inch by 3 inch by 16 inch stakes at Intervals of not more than 5 feet. Cut stakes level and set below tap of heoderboords. 2. On llltlorp turna and eurvee, f<:>ur 1/2 Inch by 4 Inch lomlnated boorda, or two 1 Inch by 4 inch laminated boards moy be permitted. 3. Noll stoke, and spllcH with galvanized common nolls. Installation. 4. Provide header a• st.own on drcwlng1, laid tru• to line odjacsnt Improvement ■, shrubbery ond other properties. of header. 0. Sand: Provide washed •"lea sond. Noll as required for solid and grade, protect In-place Place stakes on ground cover side P. Root E!arrler: UB24-2 by Deep Root Corp., (eoo) 4!58-7661!. ln1tall at all trees within 5' of concrete povln9, curbs or mowstrlpa, or 01 shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge 1 /2 inch above flnloh grade. Port 3 EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot hove been established prior to commencing landscaping operations. Provide for inclusion of oil amendments, settling, etc. Be responsible for shaping all planting areas os indicated on drawings or as required. B. Inspect tree■, shrub• end liner stock plant materlol for injury, Insect infestation ond trees o,nd shrubs for improper pruning. C. O<:> not begin planting of treN until defldencies ore corrected or plants replaced. 3.02 PREPARATION A. Soll Preporotlon: 1. After proper finished grades hove been verlfled or Htabli11hed, cro■e-rlp all planting areas to a depth of 12", condition and fertilize soil in accordance with recomme~dotiona of sol! testing laboratory ond as approved by the Owner and City Inspector. The following la for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller Into top 6 inches of 1011. Application rates per 1,000 square feet: Nitrogen stabfllzed organic amendment • 6 cubic yards 16-6-8 Commercial rertlilzor • 15 Ibo. Agricultural gypsum • 200 lbs. Soil sulphur • 15 lb~. 2. At time of planting, 1n1ure that top 2 inches of all areas to be planted ~ seede<I ore free of stone■, stumps, and other deleterious matter 1 inch in diameter or larger, ond free from wire, plaster, concrete, wood, and similar materials which would cauae hindrance t() planting or maintenance. B. Final Grades: Make minor modifications to grade os moy be necessary t<:> estot!>llsh required final grade. Ensure thot finish grade provides proper drainage of the site and sur'fcce drainage Is away from building. Fina! grades ore to be 1 inch below adjacent paved areas, sldewolks, valve boxes, headers, clean-outs, drains, manholes, etc., or cs shown on drawings or required by Architect. Eliminate erosion scars prior to commencing molntenonce period. 3.03 JUTE MATTING A. Apply ond Incorporate fertilizer and amendment. Into the 10II 01 specified prior to ,-ite matting Installation. B. Roll matting In the direction of the flow of water and smooth ond ff<:ure in place In oil oreos Indicated on plans or oa required by local ,-irisdlction■. The moterlol shall be applied without stretching and lie smoothly but loosely on the soil surface. In coses where one roll of matting ends and c second roll begins, the up-slope or up-channel piece ■hall be brouight over the buried end of the second roll so that there is a 12 inch overlap. Where two or more widths of matting ore applied, side by side, the overlap shall be not less thon 3 inches. C. Molntoln jute matting u,ntll all w,ork on the Project hoe been completed an~ <11eeepted. Maintenance ahall consi!lt of the repair of eroded areas and the repair or repl'oc41!Tlent and re-stapling of loose or undermined matting, Including re-seeding and bedding. D. Make check slots before the matting la rolled out: 1. For drainage channel in,1talletlon, dig a narrow trench, 8 inchee wide oy II inch•• deep, minimum, perpendicular to the direction of now. fold Jute, the same wi~th di the tren,ch, press into trench ond bury with soil. Location of check slots •hall be o mo,<imum of 50 feet apart. 2. rQr slope Installation, dig a narrow trench, 8 Inches wide by 8 tnches ffileP, minimum, along the top and toe of the slope. Fold jute, the 1ame width as the trench, preH into trench and bury with soil. E. Overlap which rune parallel to the direction of flow in channel bottom, si'ldll l>e stapled at 2 Inch Intervals. Outside ed9es, centers and overlaps on banks shall be 1taplod across the channel at 6 Inch intervals. F. Spread loose topsoil over outside edge■ to allow for emooth entry of water. G. Top dress ,-ite area with a thin layer of topsoll. After the top dreHlng, the yorna lllloll still be llisible. H. Install plant moterlol thro~gh matting. I. Any clods, which hold the jute off the ground shall be stomped Into the 1011. rorce ,-it• matting down into any depressions and ■eoure with 1tapies. J. The matting ■hall completely cover all slope areal oo indicated on plans. Overlap• must be ample and well stapled. Lay matting smoothly, loosely and in continuous c~ntoot with the soil surface ot all points. 3.04 PLANTING INSTALLATION A General: 1. Perform actual planting only during thoN periods when weather and 110N condition, are suitable ond In accordance with locally accepted practice, os cl)proved. 2. Distribute in planting <ll'eos only 011 many plant■ "" can be planted o"1d watered t1'lot some day. :i. Ensure that containers which ore opened ond plant, removed ore hondll!ld with care 1aueh that boll of earth surrounding roots le not broken and that plants are plo1nted ond watered immediately. Do not open container■ prior to placing plants in planting oreoe. 4. The Irrigation syst41m sholl be operational ond approved prior to planting. B. Pre-plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and opplled by an approved licensed londscorpe pest control advisor and applicator. Leave sprayed plant■ intact for ct least 15 days. 2. Clear and remove, these ••latlng weeda by mowing or grubbing off all plant parts at le01t 2 inch•• below aurfdce of soil over entire orecs to be planted. 3. After irrigation •~tem Is c,,peratlonal, oppiy woter for 10 days ~• n·Nded to achieve weed germl1nation. Apply contact herbicides and wait as needed before plontlng. Repeat as required. 4. Maintain weed Ire• 1ite un!ll acceptance by Owner. C. Ley-Out: Mark locations for plants and outlines of oreos to be planted bef<!re any plant pits are dug. Goin City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accompll•h layout with flagged grode stakes indlcotlnQ plant names ond specified container slz• on each stoke. Confirm location and depth of underground utilities and ob ■tructlona. O. Planting of Trees ond Shrubs: 1. Strip and ,tack oppra-..d excavation for planting which 11 encountered Within areas for trenches, tree holes, plant plt1 and planting beds. 2. Remove from site exc•ss 1011 generated from plontlng holes and not used for boekfllling. Smith Consulting Architects 12220El Camino Real Suite 200 s,1n · Diego California 92130 1358)79.3--4777 Fax iS581793 4787 I I, 3. Protect oreos from excessive compaction when trucking plant■ or other moterlols to planting areas. 4. Provide e~covated holes with vertical tides with rougliened llllrfoees and of a site twice the diameter end 1-1/2 times the depth of the root ball for 11111 trees <1nd shrubs. 5. Cut cons on two sides with aeceptoble can cutter only. Do not ln,-ire root ~all. Superficially loosen edge roots on three sides ofter removing from con. 6. Remove bottom of plant boxes before planting. Remove elde1 without domojie to root boll after positioning plant and partially backfilling. 7. Center plant J,n pit or trench. 6. F"ace plants with fullest growth into prevailing wind. 9. Set plant plumb ond hold rigidly in position until soH h<lll been firmed around boll or roots. 1 O. Bookflll container plants with: 5 ports by volume on-site soil 4 ports by volume organic amendment 1 pound S-20-20 fertilizer mix/cu. yd. of mix 2 pounde Iron sulfate per cubic yard of mix Note: The obove is for bid purposes only. Specific bockflll reeommendotions ore mode as o result of the soils testing described on the planting plan. 11. Raise oll plants which settle deeper than the surrounding fl'Ode. After plant ho■ been placed, odd sufficient backfill to hole to cover opproximotely 1 /2 of root boll. Add water to the top ond thoroughly saturate root ball and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet (5 or 7 gram) per flat size plant 1 tablet per 1-gollon container 2 tablets per 5-gollon container 3 tablets per 1 IS-gallon container 4 tablets per 24 inch box !S tablet■ per 30 inch box 6 tablet, per 36 inch box 7 tablet, per 42 Inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plant. are sti" In their containers ,o the required number of tablets con be verified. 1 :i. Backfill remainder of hole and tom,p firm. Construct an earthen basin around eaOin plant ofter backfilling. Provide basin of depth 1ufficlent to hold at leo•t 2 inch1~~ of wot~r. Construct basins with amended backfill. Remove basin in oll turf areas ofter ,mt,ol watering. 14. Limit pruning to minimum necessary. Remove Injured twlg1 and bronch... Prunln,g mo~ not be done prior to delivery of plants. Paint cuts over 3/4 Inch In diameter with tree point. 15. Stoke trees Immediately ofter piontln;. install stok" plurrb. 1 s. Oo not bring Iron sulfate into contact with concrete surfaces due to p<:>tentlol staining. Controctor Is responsible for cleaning or replaclhg stained surfoce■. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats untff troneplontlng. Flats' soil must contain sufficient moisture so it will not foll apart when lifting plant ■. 2. Plant groundcovers in straight rows evenly spaced uni"• llllown otherwlH, and at Intervals required by drawings. Use trlongulor 1pacing unless otherwise noted on drawf,ngs. J. Plant each rooted plant with its proportionate amount of flat soN. ofter planting until entire area is soaked to full depth of each hole. damage and trampling. F. Hydroseeding: Immediately sprinkle Protect plants from 1. Install forge trees ond shrubs (5 g,ollon end larger) If they occur In hydroseeded reoe. 2. Install tr••• and shrub■ (1 gallon) and groundco-s from 111oh if they oeeur in hydroseeded areas. l. F'rovlde 1eed mixes a■ shown on pion. 4. Apply hydro-s .. d by on approved hydro-mulch company. !S. Apply In o form of slurry consisting of celluloae fiber, seed, chemical oddltll/98, commercial fertilizer and water. Whsn hydraulicolly sprayed on soil, en1Ure that hydro-mul¢h form• a blotlt!,r like groundcover Impregnated uniformly with s .. d and fertlllzer and allows the absorption of moisture and roinfoll to percolate to the underlying soil. e. Prepore the slurry ot the site by first adding water to the ton• when the en,glr,e Ill at ho,Jf throtUe. When water level hos reached height of ogitotor shaft, provide full circulation, then odd seed, followed by fertilizer, thsn mulch. Only odd the mulch to the rrilxtur• ofter the mulch shall be in. Commence spraying immediately when tonk i■ full. 7. Spray with uniform visible coot by using the green color 01 a guide. Apply the 1lurry In o sweeping motion, in on arched stream so as to foll like rain oilowing the wood fibers to build on each other untH c good coot is achieved and the moterlol is spread dt the required rotes. 6. 1'emove slurry not used within two hours from the site. 9. rill out the dolly worksheets by the nozzlemon, with the following Information: Seed type and amount, mulch type ond amount, number of load1 ond amount of water,, •"ding oddltive type ond amount, area covered and equipment used, copoclty and license number. 10. Do not allow ony slurry to be sprayed Into any reservoir basin or drainage dltchH and channels which may impede the flow of rain or irrigation woter. Cleon up any spilled slurry. 11. After application of hydro-mulch, wosh exce11 moterlol from prevlously planted rnoterldls and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that o,ppllcotion equlpmsnt hos a built-In agitation system and operot1ng capacity sofficent to agitate, su!!pend ond mix o slurry containing not less than 40 poundt of fiber mulch plus a combined total of 7 pounds lerUllzer solids for each 100 gallon• of water. 1 J. Slu,rry distribution lines shol'I be l<:11'ge 411'10Ugh to prevent st01>p111ge ond ■hall be equipped with o 11t of hydroulic sproy nozzr•• which will provide o continuous non-fluctuating discharge. Capacity requirement 11 1,500 gallon,, mounttd on o trowllng unit, e,Jther self-propelled or drawing by o separate unit which wlll place elurry tonk ond nozzles wl'lh1'n sufficent proximity of areas to be 1eeded. 14. Hydraulic equipment used for pesticide oppllcotlone lhol1 eontl1t of Cl clean 150 goNon ¢opacity flbergloss tonk complete with mechanical agitotlon. Pump volume shall be 10 gallon, per minute while operating ot o pressure of 100 pounds per square Inch. Oietrlbution lines shall b• large enough to carry the volume of water neceuory for even chemical distribution. Spray noUle must cover o 15 foot swath, with o minimum output of 5 gallons per minute ot 80 pounds per square inch. G. $od Plontlng: 1. Remove rock■, weeds, debris ftom areas to be sodded. Worl< up ■ofl to a depth of 6 lhcheo, and break up oil clods. l!. Carefully omooth oil surface• to be ■added. Roll orea to e•poee eoll depre11lon1 or ,~rfoce lrreguloritiea. Regrade os required. 3. Spread turf fertillzer 16-20-0 onto 10m evenly at rate of one pound per 100 aquare feet of fawn area. Rake in lightly. Be sure soil is level and smooth before faying sod. Avoid laying sod on bone dry soil. 4. Loy first strip of sod slabs along joint. tightly, do not overlap edges. masonry. Use o sharp knife to cut a stro,Jght line use a string Jn, irregular oreo1. Butt On second strip, stagger joinh much as in faying sod to fit curves, edge,, sprinkler heads. 5. Do not lay whole lawn b1fore wot•rlng. When o conveniently large area ho• bee~ ■added, water li1Jhtly preventing drying. Continue to loy sod, ond to water until installation la complete. e. After loylng sod, roll lightly to elimlnote it'regu'lorlti11 and to form good contact between sod and ■oil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soll should be molstene<I at leost 15 fnchea deep. Repeat sprinkling or regular Intervals to keep sod mol1t ot oil times unU rooted. After sod is establish•d, decrease frequency and increase amount of water per opplicotlon 01 necessary. 6. Rep,lace all dead or dying 10d' with equol moterlal. H. Mulch Cover: Dress all growndcovl!lr, perennial and annual bed■ with 3" layer of muleh, except slopes 3: 1 or steeper and turf areas. 3.05 CLEiAN-UP A. 11.fter all planting operation,s are complete, remove all trallltl, e•ces ■ 10II, empty plant containers, ond rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site In a broom-clean condition, and wash dciwn oil poved areas within the project site. Leave walks in a clean and safe condition. 3.06 oese:RVATION SCHEDULE A. Notify ow,ner ond City Inspector In odvance for the fal'lowin<; inspectlona, according to the time specified: 1. Pre-Job conference -7 doye (city Inspector shall ottsnd). 2. Final grade review -46 hour■. J. Plant material review -46 hours. 4. Plant layout review -48 houre. e. Soil preparation and planting operations 41! hours. I!. Pre-maintenance -7 days. 7. final Inspection -7 d,ays. e. If Owner authorizes a party othet than the Landscape Architect to molt• 1eheduled Inspections, present Landscape Arch1ltect with evidence of such inspections. c. No site visits sholl commence without all Items noted In previous ob-vetlon reports el't~·er completed or remedied unless such compliance hos been waived by t~e Owner. Failure to accomplish punchlist tasks or prepare adequately for desired inspection• shall make the Contractor reaponslble for reimbursing the Owner ot Consu1tont1 current billing rate per hour plu1 tronsportatlon costs. No further i·nspedlons sha,fl be scheduled until this charge has been paid and received by the Owner. Part 1 GENlERAL 1 .01 SECTION INCLUOES SECTION 029?0 LANDSCAPE MAINTENANCE: A. 90 day maintenance. B. Weeding. C. F"ertlllratlon. 1.02 RE~A TED WORK SPECIFIED IN OTHER SECTIONS A. Section 02611 -Landscap,e lrrigotion. B. Section 02950 C. Section 02520 1.0J QU/1.LITY ASSURANCE Londscope Planting. Portland Cemet,t Concrete Paving. A. 'Provide services by on e•perienced l11ndscopin9 molntenonee company. 1.~ MAINTENANCE PERIOD A Continuously maintain all site ore<is Involved In this controet during !'he progreH of work a~d during the maintenance period until final occeptonce of the work _by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may couse postponement of the final completion dote of the Contract ot no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during mof,itenance period. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPAFITMl!NT D~TE R I D G E ~.C.E. ~.C.E. LANDSCAPE ARCHITECTS AEVltWtD SY, 755 Ralntree Drive, Suite 300 Carlsbad, CA 92009 Tel 76C 4381002 Fax 760 438 1155 www.ridgela.com DATE IY INSPECTOR DATE DESCRIPTION Al'P1D FIEV1810N$ I I I I SPECIFICATIONS BILTMORE PACIFICA APPROV D OWN BY---=J-=---CHKD IY __ R_S __ _ FICLD BY 1"1110 1110T NO. SOP 01-01-(B) "l~-x DATE ---4322L L7.3 SECTION 02970 LANDSCAPE MAINTENANCE (cont'd.) C. Matnten<l!'lee perrlod do•• not start untll oll otlement■ of construction, plontln9, and Irrigation for tt,e complete project or• In accordance with the contract documents for thl• project. D. Rtqufft on 1,ns,:,,ectlon to begin molntenone• perfod alter oil planting and related wori< hos been completed in accordance with contract documents. Maintenance period commences as described In written notification by the Owner. E. Prior to commencement of m,alntenonce period, enaure that oill ground co-• and lawn areas have been planted and that all lawn area, ahow on even, healthy 1tond of grass eeedllng• or 10d, gross having been mown twice. F. Any day or days that there le follure to property maintain plantlngt. replace sultoble plants, perform weed control or maintain hordeeope oreos will not be credited as part of the 90 days maintenance. The project wlll not be segmented into maintenance phoaee. G. Keep p<i.-d areas free of llflt, dirt, leave, <lftd other planting area debris. Maintain t'hete areat at leo,t broom ele<11n through the duration of the maintenance period, cleaning no leS'S often tt, on once per week. 1.05 GUARANTEE AND REPLACEMENT 1.oe A. Gu0rontN: OuorontN plant material 090lnat ony and oll poor, i,nodequ0te or Inferior materials and workmanship for c,ne )'8or. Replace planta found to b• deod or in poor condition due to faulty material• or workmanship, ot no extra cost to Owner. l!l. Fteploe.,,.,ent: Replace motetlots found to t>e deod, mlsa'lng or In poor condition during tlhe maintenance period lmmed'lotety. The Architect is the sole judge of the acceptability of condition. Moke replacements of moterlols within 15 days ofter condition develops or written notification from Architect hos t>een sent. Architect hos the right to make emergency repairs without ret.aslng Controctor'e guarantee and worronty to Archltoct. INSP£bTIONS A. Request normal progr-lnlfl),Ktlon ot IM•t 72 houra In ad\/Onee of an anticipated inspection. Inspections ore ae f,ollows: 1. tmmedlately prior to eommencem..,t of thle maintenance work. 2. Completion of first 90 day maintenance period. 3. rlnal oeeeptonee. 1.07 PROJECT F'INAL ACCEPTANCE: A. F'rlor to date of llnol lnepeetlon, ocqulre approved reproducible print• ond flnally record from the job record set, all change• mode during construction and dellver them to Architect. l!l. Di111-guarantees to Architect. Port 2 PRODUCTS 2.01 MATERIALS A. Ensure thot all moterfate conform to aU,er ■ectlon■ of these apectflcotlons for planting 01nd irrigation, and os acceptable to Architect. B. Provide monthly record of Cllt h•rblcldfl, Insecticides ond dltleoae control chemicals uaed on site. F'ort 3 E>CECU110N 3.01 MAINTENANCE A. Weed and cultivate oll area• at lnt1r.ot1 of not more then 10 days. B. Perform watering, mowtn9, roltln9, edging, trimming, fertttfzatlon, spro',4ng, pe1t control, and cleaning 0,1 may be required. C. Street gutters and curb• ore to be Included. D. Maintain ad~uate protection for l""'PI• and property, and be flnanclotly re!ll)onatble tor damage• and lnjurle1. Notify the Architect Immediately ltlould d,omoge occur os o rewult of molnteno,nce operations ond provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all apots or oreos within the lown where normal turf growth 11 not evident. 3.02 TREE AND SHRUB CARE A. Wdter1n,g: Motntoln o to-ge tonougt, woter basin around ?fonts 10 that enough water oan be applied to eetobl11h moisture through the major root zone. When hond watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning, obtain written approval from the Architect to proceed. 2. Tr■ee: a. Propoae trN pruning to the Architect •hould ther■ be health or structural reo1an1 for doing 10, Including the nNd to eliminate dleeosed or damaged growth, eliminate structurally unsound g,rowth, reduce potential for wind toppllr,g or wind damage, or maintain growth within limited space. b. If requested by th ■ City provide pruning for ae■thetlc enhancement occord1ng to "pru,nlng" by Sunset Boot<■. c. Mojor pruning of deciduou• treee llholl be during their dormant aeoeon. J. Slirub•: a. The objective• of shrut> pruning are the same as for trees. Do not dip shrubs Into balled or boxed form• unlH■ such Is required by the design. b. Make pruning cuts to l,aterol branches or buds or flush with trunk. Stubbing will not be permitted. C. sitoktng ond fJ)'tng: Enture that stake,, and guJIII re~oln In place ttirough eeeeptanee ond monitor to prevent glrdlln9 of trunks or branches and to prevent rubbing that causes barf< wounds. All nursery staksa 9tloll be removed. D. Weed control: Keep al'I areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. ln'tect and dlseaee control: Maintain olreasonoble control with approved materials. F. Fertfllze 01 specified by the agronomic oils testing recommendations and os follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dr'"'• fertil lzer. 2. At end of first JO days of maintenance period -6 pounds per 1,000 square feet with top dress fertlllzer. 3. At end of maintenance period and at JO day lntervola ahould maintenance period be extended for any reason -6 pounds per 1,000 1quare feet with fertilizer mix. -4. Avoid applying fertHlzer to the root boll and base of main sten,; rather, spread evenly under plont to drip line. ~ates wlll \/Ory from about a cup of nitrate fertlllzer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of _ actual nitrogen per inch of truck diameter meoeured four feet from the ground for matur• trees. G. Replacement of plants: Replace deod, d)'tng and, missing plants with plonll of a sire, condition and variety occtptable to the Architect at no additional cost to the Owner. 3.03 GROUNDCO\IER CARE A. Weed control: Control weed1, preferably with pre-emergent herbicides, but oleo by hond or with 1electlve systemic herbicides. Ho ■ weeds ae llttle 01 possible since this May result In plant damage. 8. Watering: Water e,nough that moisture penetrate• throughout root zone and cinly as frequently 01 ls neeessory to maintain h.althy growth. C. Trash: Remove 01 It oecumulotes, but no lets often than weekly. D. Edging and trimming: Edg• grOU'nd covtr to keep in bounds. E. Replace dead and mlOlng plants ot no oddltlonol cost to the Owner. 3.0-4 LAWN AND TURF' CAR1E A. Turf muat be well-es~o:bllshed prior to fl'nol acceptance. 8. Watering: Water lawns at such frequency 01 weather conditions req,ulred to replenish ,oil moisture below root rone. C. Weed control: If neect.d, control brood leaf weeds with selective herbicides. ' D. Mowing:\ 1. i>erform mowing ot such times of the day or week as may be requested by the Owner 10 as not to impede the Owner's operations. Mowing times may be ot times other than normal working hours or days. Perform worl< at Owner's convenience at no additional cast to the Owner. 2. Cleon up groas ellpplngs during ond after mowing, ond remove legally lrom •Ile. U1e !l>f blowlng-t)lpe equipment In lieu of sweeping or vacuuming Is not acceptable. E. Renovating: 1. If required, remove thatch by verticuttlng,preferably In the Foll of the year, 1mu1t otherv111, In the Spring. At this time, fertilize with nitrate ond over-seed If needed. Over-seedln9 muet precede pre-emergent he,rblcldes by at least -4 to 6 weeks. Normally, this means that lawns which hove been in\/Oded by crobgroH would be renovated and over-seeded in the Foll and treated for crobgrass control In the following late Winter. 2. Clean up gra■■ cllpplngs during and after mowing, and remove legally from 1lte. Use of blowing-t)lpe equipment In lieu of sweeping or vocuumlng Is not acceptable. 3. 05 IRRIGATION SYSTEM A. lnapectio~: Check all 1ysterns for proper °"'ration. Lateral tines mu ■t be flulstied out alter removing the lost sprinkler head or two at each end of the lateral. Adjust heads as neceSBary for unimpeded coverage and no overspray. B. Controller■: S&t and program automotte controller1 for seasonal water requtrem♦nts. Give Owner a key to controllers and Instruction on how to turn off 1ystem in case of emergency <is specified In other sections of these specifications. C. Repair oll domagH to Irrigation system ot no oddltlanol cost to t~• Owner. "'oit• al11 repairs within one watering period. Port 1 GENERAL 1.01 WORK INC~UOEO A. Palm trees. B. Pruning. C. Removcllls, boekftll. D. Maintenance. 1.02 RELATED WORK END OF SECTION SECTION 02955 PALM TRIEE PLANTING AND MAINTENANCE: A. Section 02811 -Landscape Irrigation B. Section 02950 -Landscape Pla1ntlng C. Section 02970 -Londaeape Maintenance 1.03 QUALITY ASSURANCE A. Source Quality Control: 1. Submit documentation to landscape architect at least eo days prior to planting that all plant materials ore avalla~e. Controctor 11 responsible for all polm tree materials listed on plant list. Substitutions due to unovollablllty must be requested In writing prior to confirmation of ordering. All materials ore subject to Inspection by Landscape Architect ot any time ofter confirmation of ordering. 2. Plants ore subject to obitr\/Otlon and oppro\/Oi of Lond1oope Architect at ploee of ~rowth. 1.04 GUARANTEE A. Newly planted pall'n treee sho11 be guaranteed 09alnat any ond al'I poor, Inadequate, or inferior plant materials ond workmanship for two years following planting and acc,eptance by Owner. Contractor Is to review the on-going maintenance during this two-ytor p,erfod Including watering and de-watering end is to notify owner ond landscape architect in writing of any problems. B. During the guoral'ltte period, any material found dead or not In a sotiefoetory growth condition shall be removed from the site. 3. The p,alm expert shall be approved In advance by Owner'■ authorized representotlw. -4. All palms will be observed by the Land1cape Arehltiee! for height, girth, <ffld overc:111 forl'l'I In meetln'iJ design Intent. Sold observotion and opprovtt! doN not oonatltute a review of the palm's health, vigor, and required health-free state, for which the Contractor is solely responolble. 5. The Lolldscope Archlted moy opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specification prior to review by the Landscape Architect. Should tree not meet speelflcatlon ot the time of review in person by the Landscape Arctiltect, the Contractor may be required to reimburse the Owner at the Consultant's current bllllng rate. 6. Obeervotlons are as follows: Ob11cygtlon Oboervatlon of trees at source f"aJm Ice, tm•rt owner'• ftepco,eotatfve X Obeervatlon of planting locations an site prior to digging pits Obaervatlons of pa'lm on site prlo,r to planting for verification of conformance to plane ond specifications Observation of condition of equipment and t)ll)ical planting operations (1st planted palm) Pre-maintenance observation observation at end of' maintenance period 8. Permit■ 1. Provide c:111 necessary permits at no oddftlonol costs to Owner. 1.06 PROTECTION il!ND RESTORATION OF' EXISTING IMPROVEMENTS X X X X A. Exercise •~treme core ln excavating pla,ntlng or working ne<ir e,datmg utllltle1 br Irrigation systems. 8. Be reeponelbte for damages to utllltles which are eoueed by work operation,■ or neglect. C. Check utlllty drawings and os-bullt plans for utility and Irrigation loc,atlons. D. Replace oil plant materlol• disturbed by excavation or planting. Plant-pit oreo where palm tree will be replaced will not require replanting. After tree la in placo, blend plontlng of groundcover or turf with existing. 1.07 JOB CONDITIONS A. Perform actual p'lontlng only when weather and soff condition■ are tultobte In 1:1eeordl:lnce with locally accepted practice. B. Do not plant palm between October 31 and April 1, un'lffl the opproved palm expert provides written recommendation to do so, and unless this recommendation ia approved in advance by th• Owner. 1. 08 SAM F'LES AN b TESTS A. Londscop• Architect reservM the right to toke o<id onolyze t<imples of materials fer conformity t4J specifications at any reasonable time. 8. f>rovlde strnples upon request by Landscape Architect. C. Rejl,cted moterlol• oholl be Immediately removed from the 1tt1 at Contractor'• exp,ena♦. D. Coat of testing of materlois not meeting speclflcatlona ahaH be paid by Contractor. i>ort 2 PRODUCTS 2.01 PALM TREE DESIGN STANDARDS A. All pCllm trees are to be of uniform quality and appearance, matching repre,,mtotlve sample approved by Landscape Architect. 9. Trunk condition shall be free of o,ny 1earrlng or blemlshe1. Contractor to ele<i~ tru'nk and form pineapple per speclficotlons. C. Brown trunk height aholl t>e J.., drawlng1. D. Trunk diameter per heights stipulated In the drawings ltlall nQt vory more that, 25 ~•rcent. 2.02 ~ALM BACKF'ILL SOIL A. Backftll ml• 191,all consist of washed concrete 1ond, and allt plus cloy eont91'1t of this ■on shall not exceed 20,i; by weight with o minimum 95" passing the 2.0 millimeter aleve. The sodium absorption ratio (SAR) shall not exceed 6 ond the electrlccl conductivity (ECE) of th• saturation extract of this soil shall not exceed 3.0 mllllmhos per centimeter at 25 centlgrad•. The Boron content of this sa,nd uhall be no greater than 1 ?m os measured on the soturaUon ••tract. In order to Insure conformance, submit ■ompte■ of the Import sand to the 10111 laboratory for analysis prior to backfilling ond submit report to Owner's repre■entotlve. 2.03 FER11LIZER A. After 1-4 days, then monthly, apray the frond (foliar drench) with the followln<J mixture. No compound ehould exceed its recommended rote. The following rotes are for a 100 gallon tonk mix: 1. Koclde• 101 w.p. (3/4 lb.) or Mon:ote•• -1 qt. / 100 gallons. 2. W.R. Grace's Minor -Gro (1/2 cup) J. Hydrated urea (5 cups or 2-1/2 l'ba.) -4. Spreader Sticker -l!I oz. "Basic H• 5. 1 lb. Benlote / 100 gallons of water e. Option: Add a general insecticide to prevent Insect larva Infestation. (We hove dropped the Insecticide In our mi• due to the increased environmental ond health risks.) All rotes ore recommendations only. Do not exceed label direction,. Be sure to follow all label Instruction■. l!I. Fertilizer will not be used ot time of planting. After four weeks, uN a 11',1111 opplicatlon of Port 3 El<ECIJTlON 3.01 PALM TREE SOURCE AND PREPARA 110N F"Ofl PLANTING A. Obtain source of palms for lnspeetlon and opprovol by i>atm Tree Expert ond Landscope Architect. l!l. Submit documentation ond permits (l,f required) that the 10urce of palm tree, le ap,pro.-d. Obtain palms from an approved source and replace or repair damage from palm tree removal. C. Potms collected for planting shall be grown und,er cllmatle conditions s,fmllor to tho•• in locollty of project. D. Potms ehoN be Inspected by the flalm Tree Expert to Include health, defronding, t)'ln9 and palm ren,o,vol. Any palms rendered u~sultoble for planting beeou•~ of this Inspection shan not be u,sed. R&inspectlon of suitable palms will be at the Contractor• expense. E. All palms rnust be togged, lnapeded, and approved by the Po'lm Tree Expert and by the L<1ndl1oape Architect for planting prior to shl1>ment and instaHotlon. F. Defrondlng and T)'tng: 1. In preporlng palm trees for relocation, all dead lrond11 llhafl be removed and th■ entire trunk diamond cut clean to the height of grNn fronds. Core shall be taken to prevent Injury to the trunk of the tree. Green frond■ below o horizontal position shall be neatly cut off leaving a 4 inch stub. 2. All remaining fronds above horlzontal shall be lifted up and tied together around the crown In an upright position. Due caution shall be token not to bind or injure the crown. A llghtwelght rope or cord not leH than 1 /-4 Inch In diameter •hall be uaed In tying up the fronds; wire wlll not be permitted. After tying, the tips of the fronds shall t>e hedged off above the crown approximately 1 /3 to 1 /2 of the frond length. Defrondlng and tying work shall be completed prior to digging the rootboll. Submit documentation that palms hove been reviewed by the Pa,lm Tree Expert and that they ore disease free. G. Olgglng the Raotboll: 1. Wh91'1 digging out the rootball, no 111<co\/Otlon shall be done elo1er than 24 Inch• to the trunk ot ground level and the excovatloM shall extend below the major root system to o minimum depth of 6 feet. The bottom af the rootboll shall be cut off aquare ond perpendicular to the trunk below the major root system. Under no conditions ltloll the Contractor cut down the size of the rootboll in width or depth. 2. The Contractor shell not freefoll, drag, roll, or abuse the tree o,r put o strain on the crown at any time. A protective device shall be used around the trunk of the trH white lifting and relocating so as not to sear_ or skin the trunk_ in ony way. Thie device shall consist of either a rubber or leather sling_ made out of timbers 1ufflclently sized to withstand cable/choker pressure. At no time wi'II trees be bolled out and lold on the ground w,ith rootboll left exposed to direct sunlight and air. Tt,e rootball shall be kept moist and shaded at all times. J. Palms shall not be stockpiled for replanting. 3.02 l"LAN11NG Of' PAL.MS A. Excavation for planting llioll Include the stripping and stacking of all acceptable topson encountered within the oreos to be excavoted for the tree holes. 8. Excess ■all generated from the pl1ontlng holes and not used os backfill or In ntobllstilng the flnol g,rades shall be removed from the site. C. Protect on areos from exceselvt compacting when trucking p,lant■ ar other material to th■ planting site. o. c.,.,t,r palm In pit or trend!; ongn with other palm,. E. set palm i,lumb ond hold rigidly Iii\ position until sand has been watered In around roots. The sand needs to be wostied Into Yblds around roots to achieve a gooid Interface. F'. AM exca\/Oted holes imott haw vertlcol' ,Ides with roughened turfaee■ and stiall " of a "''" that I• twice the diameter and 2-4 Inch minimum to -4 foot maximum deeper In the ground than the palms orlglnolly stood. H. Root-growth stimulant shall be applied when the baekfllllng Is t>etweer, 1 /2 to 2/3 up th ■ rootboll. Applicotlon rote shall be one ounce of "B01lc H" and 2 tablespoon• of "Sten," In a 5 gallon bucket of water. Stimulant Sholl be poured full strength equol11y distrlbut•d around the rootball, and wotered In thoroughly. 3.03 CLEANUP A. Following planting work, all rernolntng exeavatlOl'l Shall be boekfllled a,nd comp~eted In accordance with the requirements of the Landscape Architect. Burying of debris 1n hole• wfll not be permitted. All excess soil and debris from the relocation work shall be disposed of off the site by the Contractor. This site shall be left neot and cleon to the satisfaction of the Owner. 3.0-4 MAINTENANCE A. Be re■pon1lble for molntenonce and guorantae of au installed new polms and •~lsttng potmo to the aotlsfoction of the Owner. 1. Maintenance will Include, spraying to control or prevent disease ond weekly water management to Include soil probing and maintenance of sump clean-out pipe and palm tree pruning. 2. Pruning shall be done with redlproeot sow, (chain aowe will not· be ollowed). 3. Saw blades will be 1terlllzed between eoeh tree with 50" household bleach and 50" water for five minutes. -4. Pruning wll'I be done to molnt~ln a neat appearance as approved by the Landeeape' Architect. 5. Pr°"oeed pruning eehedule 11 tc bt 1ubmltted to the Landaeope Architect for oppro\101. B. The spring ofter planting, loosen but do not fully remove rope around fronds. F'ully remove rope at end of summer, 60 doys ofter planting. END OF SECTION C. These trees and d'lsturbed improvements shall be replaced at no added e"pi,n1e to the "Wood Ace Palm Speclol" ovollable from W.D. Young, (619) 3-47-7908, oppro~lmotely 6 lb. owner, with the same variety and size as originally designated. Palms and oil disturbed area, Nitrogen per tree lightly cultivated Into the 1011. APPROVED FOR PLANTING AND shall be guaranteed for two years from time of planting and re-planting to the sotlsfoctlon of the Owner. IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D. Contractor Is to notify landlcope orc~lteet and o.wn ·;;.,;•.r■i~n■wr-lt■ln~9:,_w•h•••n■t■h■•-tw■o■-■ys;_o•rlll'!' ____________________ l"'" _____ 11111_11111■■■■---~~----r------------•-----------1~~~~!!!!!!!!~~~~~~~;l"~~~!!!!!!!!iri/!iii:1'1 guorontee period is completed. • I I aHUff 23 I "'AS eu I Lr REVISIONS MUST BE APPROVED BY PUBL'IC HEAL TH ENGINEER, ... IIT c,TY oF CARLSBAD 1.05 OBSERVATIONS AND PERMITS ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 23 !"LANNING Dl!PARTMl!NT A. Observation 1. Notify Owner's representative minimum of 72 hi,urs In advance of observotions to schedule requ Ired inspections. 2. All palms are to be Inspected by o palm ••pert for disease prior to their preparation for removol from growing site. Contact, schedule ond pay for this Inspection at no extra cost to the Owner. The inspection will toke place from 11round level with field glosse,. If disease is suspected provide a men lift for closer lnopectlon at no extra cost to the Owner. Smith Consulting Architects 12220 El Camino Roal Suite 200 Son Diego Califorfija 92130 1858)793-4777 Fax 1858)793-4787 : I R I D G E LANDSCA~E ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela,com , I CATE ~.C.t. ------~.C.[. ------- ~EVIEV/ED 8Y: INSP£CTO~ DATE IMPLEMENTATION IN FIELD. SPECIFICATIONS BILTMORE PACIFICA ~ 1,...:---l-l----------------+---, ..,.=:,:.,J~~~~~=;;..----DATE DATE IY DESC~ll'TION A~P'O Al!V1810N8 OWN ev_....,,Jc-__ CHKD IIY __ R_S __ rlELD IIY SDP 01-01-(B) ---4322L L7.4