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Home My WebLink AboutDWG 347-1L; SDP 95-09; MUSIC MERCHANTS; 01-09~ 0 LOCATION MAP No o/,._l E;;; SIT ;94-lOMAR N~ {<O, VICINITY MAP NO SCALE LANDSCAPE PLAN FOR NATIONAL ASSOCIATION OF MUSIC MERCHANTS·· .GENERAL.NOTES: 1. THE CONTRACTOR MUST NOTIFY THE CITY LANDSCAPE PLAN CHECK CONSULTANT [(619) 438-1161, EXT. 4221] 72 HOURS (THREE WORKING DAYS) PRIOR TO STARTING CONSTRUCTION. 2, THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT.· 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIR BY A CITY APPROVED CERTIFIED TESTER. CALL (619) 438-2722. EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5950 EL CAMiNO REAL. CARLSBAD CALIFORNIA 92008. . 4. TfiE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING PERMITS PRIOR TO COMMENCING WALL. CONSTRUCTION. 5. IRRIGATION SYSTEM FOR THIS PROJECT SHALL HAVE A SEPARATE WATER SERVICE INCLUDING BUT NOT LIMITE'D TO CONNECTORS WATER METERS AND BACKFLOW PREVENTER$. ' 6. PER CITY OF CARLSBAD LANDSCAPE' MANUAL: AI.L LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEAL THY AND THRIVING CONDITION FREE FROM WEEDS. TRASH A"ID O[8AIS. ' SHEET INDEX COVER SHEET ................................................................................ SHEET 1 RECLAIMED WATER TITLE SHEET ................................................ SHEET 2 IRRIGATION PLAN ........................................................................... SHEET 3 & 4 PLANTING PLAN ............................................................................. SHEET 5 & 6 LANDSCAPE DETAILS ................................ -................................... SHEET 7 IRRIGATION SPECIFICATIONS .............. -........................................ SHEET 8 PLANTING SPECIFICATIONS .......................................................... SHEET 9 OWNIIB; Larry Ft Llnkin Fres1demlCEO NAnoNAl Assoc1,11ot11 c., Music M1:.RCHANTS 5140 A'll:tnid,s EnciM~ F-".:: (619) 438-0255 G□r!sbad. CA 9?[)(18-4391 Tel: cD1 9) 438-8001 ENGINEER•s SIGNATURE REQUIRED ON PACE 1 ONLY TESHIMA DESIGN GROUP LANDSCAPE ARCffiTECTURE LAND PLANNING APft?11'1.D11 /l.,. ...... ENGINEERING PL ~NCHECKER DATE INlllAL . '1-(f·i~ DATE .lt!SPECTION SCHEDULE THE APPLICANT'S LANDSCAPE CONTRACTOR SHALL CONTACT THE CITY LAND- SCAPE INSPECTOR AT LEAST 72 HOURS (3 WORKING DAYS) IN ADVANCE TO SCHEDULE THE FOLLOWING SITE OBSERVATIONS (619) 438-1161. EXT. 4221: 1. PRE-CONSTRUCTION MEETING (MAY BE OMITTED AT THE DISCRETION OF THE CITY LANDSCAPE INSPECTOR). 2. INSPECTION OF SLEEVES (SEE NOTE #5 BELOW). 3, TEST OF PRESSURE PIPE; OBSERVE INSTALLATION OF P.O.C., CONTROLLER. TRENCH DEPTHS, BACKFLOW PREVENTION DEVICE AND VALVES. (NO WORK SHALL BE BACKFILLED UNflL APPROPRIATE INSPECTIONS AND TESTING HAVE BEEN COMPLETED AND APPROVED BY THE CITY) 4. FOUR HOUR TEST OF ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 P.S.I., ANO PROVE WATERTIGHT. 5. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED FOR FOUR HOURS UNDER HYDROSTATIC PRESSURE OF 125 P.S.I., AND PROVED WATERTIGHT, PRIOR TO PAVING 6. IRRIGATION COVERAGE TEST 7. PLACEMENT OF PLANTS. COUNT OF PLANT MATERIAL 8. PRE-MAINTENANCE WALK·THROUGH. INCLUDING COUNT OF ALL PLANTS. IRRIGATION HEADS. VALVES. ETC .. APPLICANT SHALL BE RESPONSIBLE TO ENSURE THAT THE PROJECT LANDSCAPE CONTRACTOR AND ALL OTHER REQUIRED PARTIES PARTICIPATE IN EACH INSPECTION (I.E. CITY STAFF, ASSOCIATIONS, ETC.). INSPECTIONS SHALL NOT BE SCHEDULED IF THE WORK IS NOT PER PLAN, OR 1$ INCOMPLETE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ALL THE ABOVE INSPECTIONS MUST BE COMPLETED. DECLARATION Pf RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF .THIS PROJECT AS DEFINED N SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST AND AR OS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SANDIEGO DEPARTMENT OF ENVIRONMENTAL HEAL-TH IS OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED N SUBSTANTIAL CONFORMANCE WllH THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATION PLAN, FIRE PROTECTION PLAN. AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING TESHIMA DESIGN GROUP RONALD S. TESHIMA, ASL.A CA. REG.# 1456 EXP. DATE: 4-·60-qc:_ 9903 BUSINESSPARK AVENUE, SUITE C SAN DIEGO. CA 92131 (619)693-8824 • APPROVED FOR PLANTING 0 AS BUILT"' AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PI.ANTING REVIE,.,ED BY, AREAS . INSPECTOR DATE [ SH1ET I CITY OF CARLSBAD I S9ETS I PLANNING DEPARTMENT f CORPORATE HEADQUARTER FOR ~.t.., kl I ·JI. i,,v, TIONM. ASSOCIATION OF MUSIC MEROiANTS --· ""'"' --·"'"" -------/7 /I APP~g•~ •• /_i /''II~ .. _ ,1 #(2$, T ~ -/ //,-,vv,, ASSIS'f11NT R Ai:.iNING Dil#CTOR DATE DATE INlllAL OAlE INlllAL PROJECT NO. DRAWING NO. 9903 Buslnesspark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 ENGINEER Of WORK REVISION DESCRIPTION CTHER APPROVAL CITY M'Pf!OVAL ~BY: KD BY: St>P 95-09 347-1L ,_,D BY• C.M.W.D. 95-212 GE.N..ERALJ!QI~ fl.f.{;.LA!MfD_Y.t'Alf..B .... HOTU I. Al.l WORK SHALL BE DONE IN ACCORDANCE Wini THE CARLSBAD l,IIJHICIPAL WATER DIS1RIC rs "CARI.SB"-0 f~[Cl.AMATIOO RUlES & RF<!iVI.ATIONS FOR CONSTRUCTION Of R>'Cl.AIIJFO WAT[f1 ),,IAINS-OATFD OCTOl:l(A 1993. 2. " Drinking fountains :shall be protected from spray of ~claimed water. Best management practices shall he used to minimize reclahned water encroachment on public facilities such 2\1> picnic table_s, BBQ'$., playgrounds, sl:llld tot lot.s, etc. 1. BEST MANAGEMENT PllACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-;cOFF, OVERSPRAY AND MISTING. 4. ,. 7. * •- •- 10. 11. ti. 17. , •. * 11. * Z2. * 23. H(:f~F 8!i~.S A!~C t}TR-C,TL .. Y FIV)~ HSilED. ON-SITE CROSS CONNFCTIOI,!$ BE.TWEEN RECL.AIVED W,_TER LINES AND POT>-SLE WAJER UNI:. S IS $Tf-lX;Tt Y Pf<CJ<~l/1 ED. NO SUBSTITUTION Of PIPE MATERIALS WIU BE ALLOWED WllttOJT PRIOR APPROV"1. Of TKl: CffY Of CAR, $!:\.~.D MU>,1(;11-'"1. WAT[". DISTJ1'8l. All ON-sin: PIPES SHALL 1-vlVE WARN:-.c TAP[ P[A CAFll.SBAO l,,ll/NICIP,l,L W"TER 01STR1Crs RUcf;~ ANO 11.F·GL!.ATIO«S.. TI-IEc IRRIG,\HON SYSTEMS SHAl-l RUN BETWEEN n1E HOJRS OF 10.00 P.M AND 6:00 AM THE f-Ol . .i.OW:NG f<>OP,Ull;G (SPOT 1RR1GAnON COOLD c<C ()O',IE Al,_ OIFF£RHIT Th.lfj wm-1 o,J"1Jf:l'D su,,cs>v,s,,)N 1·'!:/-0)NNFJ. ON SITE. PROVIDE A 1.1,NIMUIJ Of AT LEAST 18 lCHES Of COVER 0-ICR .l,(J,. Y>,A.l!,IG N-ID f>IP1NCi 'Non-designated use areas shall be protected from contact wilh reclaimed water, whether . by winclhlnwri spray or by direct application through irrigation or other usr,. 1,ack of prnkction, whether by clc~ign, conr.tn1ction practice or sy::item operati!m, is strictly prohibited, Irrigation heads sba11 be relocated (>r adju$ted to ~verit over-spraying on sidewal,h, streets and non-designed use area.s. Redail'ncd water quick coupling va1vei;; i;;hall be of a type designed for the use on reclaimed water distribution systems (spikes not interchangeahle with pot.able water quick cou;,ler spikes) per NAME OF WATER DISTRICJ"s Rules •nd Regulation. Mf · r.i:t-.<:H.AJ t e.r SV-f-D BY lH( Cff( Of C~.FlSt'..l.D 1c,1:JI,11cIn,..__ WATE/'l l:JISmlCT. All irrigation pipes shaH be stenciled with the warning, "NON~PC)TABLE or RUCLAlMf.J) WATER, color-coded (purpk) and laid with warning tape and stenciling oriented 1.oward the top of the trench per the. NAME OP Vtt'ATRR OTSTRTCT's Rulellil a:nd RF:Gl/LATIONS. AU. PO"API f' WATER AND RECLAMEO WATER f>lf'!NG SI~ BE NSTAllED Wffis 1l◄E s-,Et~::R..IN(, ORIENTED TOWAAO '!HE TOP Of THE Tl'\EN0-1. WHfct,I A POT"8lE WATER LINE AND RECUJMED WATER LINE CAOSS. niE RECLAIMED UNE S>WL BE INST-"1.LED WITHIN" PROTECTT\lf SLEE\IE. TH£ $LEE\IE SHAU EXTEND 10 FEET f ROM fACH SIO(. FROI.I THE C.ENTE.R UNE Of f>OT Am .. E lJNE, FOfi "TOT""--Of fCI fffT. A 10 FOOT HOAlZOH'TAL SEPARATION IETWEEN POT.a.BlE WATER AND RfCLAll,IED W"TER Mi'JNS !IIUST BE Mi'JNT,>JNED AT AU. TllolES.. ml POTA8LE L_..E MUST BE NSTAILED MOVE n-1[ RE-CLAIMED LIME. A MINIMUM OF 12 INCHES OF VEATICA.L SEPARATION BfiWEEN JTIUTIES MUST BE WJNT ...mEO AT ,',LL T11,,1ES. Developer/ Contractor shall conduct a cross-connection test and coverage test as directed by the C8rlsbad Municipal Water District Engineer or the San Diego County Department of Environmental Health prior to any use of reclaimed W.lter, OUICK COvPUNG VALVES USED,; RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOUOWING: R.eclalmcd Water. Qtiiell: coupling valves used in reclaimed water oystcms shall have ACME type threads and purple rolored locking covers permanently attached to the valve, Quick coupling valves shall be Nelson No, 7645, Hunter No. HVIOOA-RL-NP or approved equal. TIit required CTOU-«>Mection inspection shall be done by either the NAME OF WATER DISTRICT and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. Developer sfo!ll show fhe location of.R.C. sign5 "DO NOT DRINK" ON THESE PJ ,ANS. N< ON-SITT USEFVSUF'El'IVts6Fi SHAU &E PESIGliATI:0,; WRrTING. THIS INOIVH>UAL SHAU Bf. f.a.MIUAR WITH PllJl,,IBING SYSTEWS WITHIN~ PROP£RTY. WTTI-I THE &ASIC CONCEPTS Of B"CKHOWICROSS-CONNEC-TION PROTE-CTIOI'<. AND n-lE SP'ECIFIC RFQ(.!l'IEVENTS 0, A R(CLAJI.IED WAT(R SYSTEM C0"1ES CJf THE DlSK',h-'TlQN, W!Tl--1 CONTACT PHONE NUVBE'IS SHAU 8£ PROYIDEO TO THE SAN DIE-GO COUNTY 01:.PAATMENT Of' ENVIRONMENTAL HEALTll SERVICES AND CAKLSBAD MllNIClPAI. WATFR DISTRICT IN CASE OF EMERGENCY CONTACT ElAN MURPHY • -....:..6_10_1_9...;3..cl_·.:.9_10:...0....:.._ OR ,o.FTER HOURS CONTACT_ 8Rl~l'_l__l!li,/FlPHY e ~191931-9100 ITEi.AS NO'S 8,19 & :1:3 SH,.I L 'BE REOIJIRED JUST PRIOR TO THE ACTUAL USE Of RECLAIMED "TEH ITEM NO Z, THF SIGN"GE PLAN SHA\ l 8[ P,_HT or THIS I.P. BUl THE "CTU"L SIGNS t, ,~cs WII l Bf 11,/STM.LL[) JIJST PRIOf-l TO ACTUM I.JS[ CF RC WATER 24. SHOW ALL PUBLIC & PRIVATE POTARlf WATER MAINS ON ll,APR0VFMEN1 PLANS 25. On reclaimed water systems, all appurtenances.(spriu1der heads, valv~ boxes, etc.) shall be color-c()ded purple per A WWA guidelines and Sec.,1.ion 4049.54 of the California Health nnd Safety Code. BLACK LOGO 7 l jSlZE) 12" )( 36' / PURPLE BACKGROUND r 1• BLACK lETTERS . ar - il:f. WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER A.VI.SO· AGUA IMPURA NOTDMAA 'C 1' BLACK LETTERS ,060 "8S P\.ASTlC OR STICl(-ON WIYl S13NS ALSO .. 016 AUIIJINUM 2" BLACK LETTERS NATIONAL ASSOCIATION OF MUSIC MERCHANTS R.~-:CJ.,AIMT~:D W A"l,_'1:·R SYS"fEM S.tG.liA.G.LIO_I.E.S. TM FOU.OW\NG GL.ltDEUNES FOA THE LISE Of RECt.AIVED WATER WIE TO BE F'[RI/AN[NTLY POS rro INSIOE THC C,(X)fl Of f:AC-H CO,-i 1 Rc'.X LEA W-1!:.RE n1EY ARE [...SI~'( Yl$I8'. L Pl.AC[ 00 i 1/T X l 1 • S-(lf D -,,c-..,,,__ CO,_Dfl P',)li•",.E e.,~.r-GRO, ..... D wm, !!-:.ACK l.tlllH:N(i. l !,\Jl:)[J!,il.S.f.Qfl.B.f;Gl.8_1,'[0 WAJ[RJ./Sf (PRIVATE) ThTSPECTION PROCEDURES 1 ~ CITY CONSTRUCTION INSPECTION SHALL INCUJDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATfON AND IDENTIFICATION OF SPRINK! ER HEADS -, G. W~1t-.!G, :,>1<7,N-., A• --r7-u, ~m;: ANb ot,.I W6 -rKUa<,<;, H,AIJL-IWI=> f¼,:ci+/ME>D WA.W-, ~p f:ED.AtMGD i.)AoH7L I-,, U':,13,t) F"I'-C.<>1-1'-TRUCT(,;.v\j). ,,,. -' An approval letter reguding the inspection of the project shall be obtained from the city and the district, and be fotwarded the county health department prior to final inspection approval. I. IRRIGATE BETWCO, THE HOURS Of 1000 PU AND 600 AM 01-l',Y. WAl[RING OUTSll)E lHlS TIME FR-~UE U:.JST BE t:>ONE .,, ... ,-~u•.u_y VtiTH ouAJ.JJ iro Si.>'·Lrp.1;i:,o:;,, rrn.~:,.i:'."t"i•!f=L C'N srrL H0 SY$1Tl,,I $1ll<J1 AT H['( f1-'[ Bf I.HT u,,.,., I[•.;)[.() [,,,,:,1a LJ~;r. ()JTSl{)f r-1[ NORII-'¼ &:><1:c._1_[_ D ~1R[!7 P-RNA1E DRIVE 2. DISTRICT FINAL INSPECTION SHALL INCUJPE: t. IR'\IC..HE IN A IJ..I.NNf_R W..O.T 'ML-l UN!Ul2E RUl-i-OfF. PCOllNG. #-IC• f'()/1D:>~G. (){E ,.;-rue~ TI0!-, f'.Aff $•,ALL N()l [XCU:'P THE r-1• IL 1 I-IA 1 IC,, fV. H. Of 1HE SOI: .... l ,,.,:-,,.s MJS 1 6[ ·~,._,,_,s: er S? M. lO !If. ((JMi'Al>8..E w,n, Tl<[ 1.CW[ST s.c~;_ 11/f>,lR.AlK)N kt-ll 1·· Fil;: '.;l:;_N'T. THIS f•RC(:f C,,..;R.( ~ .. 1 IJ[ r ;.,: h.Jl ~-, U) in ''11E l:tf,;:i:NT S(:HEC>.A'NG Of n~ . .1,JJT()IJ• TIC c,.::-,nROt Cc.OC:.:s, f .f: .. l})/-~·~.OY''·•J(~ '\, ·it f:-1,f P'(_A 1' FU"'f::i)()h: ·~o t~~r ,-v: lW THE "f 01 Al m r~ ii::.A·r:•::.N 1' 11J E ~,-; re, c ''l'Ct t. s n .. t .... T w1\.l i·• p, -:-:.: Y ()-r E. ~1 AX •i,r·,.n.t liOlc. Ab-:;.;,:,Hi·'TKlN) I. A!.I.MJST SPRAY Hf.ADS TO ELIMIW.IT OVlRSl'R,_Y ONTO AAfAS N'.ll UND(P n~E CONffiCX or THE CI./SlOIJt R FOR [:V . .1.H"LF~ POOL 0!:Cf'-S, f'fllY.',1£ PATIOS "1-ID LOT~. MID STRL[fS ,\ND S!'.)CWAi.~S.. 4. MONITOO AND M-'JNTNN Ti1E SYSTEM TO I.IINl~.ZE fOUlPMEHT AND M~T[Rl,l,L fAJLURE BROr:U, SPR,•dl<:.£R HU,DS. LlAKS. l"•Rfl.lAl'll!c V"1.VES. fTC SHOV."D BE R[P"-lf\[[I AS 5,00N AS THEY BCC.()ME Af'PN'lfKT. $. EDcJC•TE ALL 1,,1'-INTfNANCf P(RSONNfL 0,. A CONTINclOUS BASIS Of THI. PflfS[NC:f QI Af(:L~1MfDY,''1[1i Pl.RSON'l[L IIIU£T8f INCQRMED lHAl R.C WA lT~ l$ t.,1£.A,t/l ror-: IHh PUFiPOSf. ~ ONLY, A.ND ~s Nbl .A.P-PA0Vt DJ()Fi D~~Nl<IN•;::; PJRP()!:_.f'!:i,HA.~U. lCO 'r.'~Srl!NG.flC GFVEt..; l'•·~L t-1tG,H TUHN:)Vl.R P,,Ji.l L Of £ U:P1 OYf' f"!.'.l tN l t·I! L.A.NUSCAF_.[ INDUST ,~y, n rs 11.Af'ORlANl THIS INFORMAllO,, Bf OISSf.Mll!'1f[I Qt; l'IN ALMOST 0,11,,L v B-'S1~:. n i:s voo. 1t--1r l.ANSf..~.APt.. U..Y l~ H .ir...c Tor, IN'i--K.) 1s F\:E. SPCYJ~:; 11:u: ~.'('1,f~fDUCATINGI .. AGHAN'.)(VfRYONl OF YO..JhfMPi0YTES . ,. OOTAI!; PRIOR Af'PRDYAL or All PAQ/>OS(D CHANGES ANO 1,,!00IFIC"TIONS TO M,Y PRIVATE ON sn[ FACILITIES. SUGH C:iANGES MUST llE SUBMITTED TO, AND AF'PAO\lf.O BY. TKE O:STRICT [NGlt-l(ERING OFFl"-f AND ors,c...,ED t-1 ACC.QR.'.>ANC-E WTH DtSTRl:;;T ST.'IND"R[JS T. ALl RfCLAJi.AED WATER Sf'RINl<l.ER CONTRO:. VALVES SH.OU •E TAC-.GED WllH IOCNTIFl'.'..>.ll()>-1 l.o,,(;S. ,.__ TAGS S>-W..-l l!IE WEATHERPR:)()f PtA.S'TIC. r X •·. P\JRPJ IN COi. Of, WITl'I THE WORDS i'l'.Ml.N.11:tu flf.Cl,'Jl,':LJ: Y, ,'.JEf'lc_OC N:ll 001.'C:: ""PR1NT,P Otl 0,,f Sf[)(. AN'.1 :fl\:'lS;:::l_,AG,;J.',,W.~...tfl,',:fil IOIM!t ON THE OTH(R SIDE 11.1rrw,1ING S'<Ai..L -llf, .. PERIJ .. ""1£1.1 Ml~• &AC.i: IN U.XOR USE TAGS 1--S MA.'l"clf,O.C1URf D IH T CHl'\ISTY fNHR"R>S(S 00 #'PROVED EWAL- B. One tag shall he att:::,ched to each valve as follows: ' I. Attach to valve stem directly or with plastic ti~wrap-or 2. Att.ach to solenoid wire directly or with plastic tie-wrap or 3. Attach to valve cover with existing valve cover bolt. ALL SF'RINKLER HE',DS [;IV.U. fl[ ID\' NTif tf(J AS RFCtAIMl-0 WA TEA SPRINKLtR HEADS .. E,1.CH AUTOMATIC CONTROLLER AND ITS ..ssoc,,.TEO EQUIPMENT SHALL l!IE IDENTIFIED WITH" SICN 8UJ1INQ THE WORDS "8EClAJMED W!,lill .. .U.SE.D fQ8.JR8JGAT!Qti'. IN [NC.LISH ~o SPAN/SI-I. wtn.. BLACK lETrEAS 1· HIGH ON A PURPlE 8,&,CKGROUNO. TiiE SIGN Si1ALL 8E P1:ACfD so THAT rT C.,1-,J,1 BE RL•DILY SE.EN ev Af.<Y OPERATIONS P( H s:::,,, 'I [L UTll ll' ING Tl-t E EOUIF'I.A ENT. OECL,_IR>.TION (Y R[ SPQNSlf~l f CW,,AGl I HFRFBY OfCL,AR[ lHAT I A~ THf IICI NSr D DfSIGNtR or WORK FOR THIS PROJECT. THAT I1-l'VE E.Xf. ACIS[D RE SPONSIR'. [ CH•RG£ 0\/l <i l Hf Of SI(;>, Of THE PR'.)JtCT f<,$ [)( f IN[D IN SECTION 6703 Of' THF BU$1N!SS AND PR0f('SSKlN~, C'.,OD! ~tJ: "TH•l 1H! DfS1GN 1$ CONSISTE:N1 WITH CURRENT ST f<,Ni, AHDS I UNOCRSTAND TW,,l THE CH[CK or PROJf Cl DR,WINGc, AN::.o SPECIHCATl()NS BY lHE CITY OF ~RLSBAD ,._Nll TH[ COUNlY Of' SAN DIFGO Df.PAP1 '-'l ,11 (~ H' AL lH SlRVIC[ IS CON>IN[D TO REVIEW ON~ Y AND DOESN01 R[Llf\lf ME. "s lHI f.lCIN',' :, Df'-,I'.iN[F()l weir;,, 0' MY mSF'ONSIBILI11LS FOR PROJECT OLStGN FIR>.I NAMES & MJOR(SSfS lL Sf◄IM, DC sic;,; GR(>,JP 99C3 Bl.JSH·,ff SSPARi--· A I/I $1Jfl l 'C SAN OH-GO CA 921 1 ~ Pt-40NE NO'S 6191693 $82• REGESTRAllQNNO'S CAllC. ,,_NDS:•PI ARCHIHC1 •••><• fXPIR>.TONDATE JULY30. l996 WAANN> RECLAJUED WA TEA 00 NOT Df-11111( Al/ISO , 1,GIJI--IMPURA NO TOO.AR . ,~ X ur SIZE .016ALUUINUM, .060 ABS PlASTlC 00 STICK-ON VINYL SIGNS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING P.REill.E. LOCATION OF PLANTING AREAS .. . .,, ' ----i:-'--·· ·------··· .... -··-"""'" ------··- ·---,. ... VICINITY MAP NO SCALE CARLSBAD MUNICIPAL WATER DISTRICT 8~/J-!¾ FLOW[R FlELDS A. COVERAGE TESTS, AFTER COMPLETION TO 11-IE SPRINKLER SYSTEM, TO DETERMINE_THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECE!V!NG RECLAIMED ef/ ATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. a E. REQUillED PROTECTlON OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS·CONNECTION 3. ANNUAL INSPECTION SHALL INCLlffiE: A COMPLETE INSPECTION wmcH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. --- -w--w --s---s-- WATER METER/P.O.c. · BACKFLOW PREVENTER BAllVALVE RECLAIMED WATER IRR. MAIN LINE POTABLE WATER MAIN LINE SEWERUNE 'DO NOT DRINK' SIGNS EXISTING/ PROPOSED PARKWAY IRRIGATION MAINS PER KTU&.A PLANS OWG. +333-2J SHT. +48 ' AFIEA Of fli:.CLAIMED WII TER USE -1!1.J-!'.I.J-RECLAIMED WATER MAINLINE DECLARAJIPK Of RESPONSIBLE CHARGE I HEREl'!Y DECLARE Tl--lAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED N SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE . CITY OF CARLSBAD AND TH!c SANDIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS __ CONFINED TO A REVIEW ONL y )4.lp · . , P:>IC~ Nci-r f<.fil.1/!.V/, ME: A',, 1-AI-\D-:,<"N'te Al((_~ 1,aa-OF" ·Wo1<1<. CJF MY. · 'R~-,,/131/..../TI iii!;, f'Cf< _f>f,<J;1Ee,-r OIC~-.tJ. I THESE PLANS HAVE BEEN PREPARED N SUBSTANTIAL CONFORMANCE Wini THE APPROVED LANDSCAPE CONCEPT PLAN. WATER CONSERVATION PLAN. FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. TESHIMA DESIGN GROUP RONALD S. TESHIMA, ASLA CA. REG # 1456 EXP. DATE: 9903 BUSINESSPARK AVENUE, SUITE C SAN DIEGO. CA 92131 (619)693·8824 .. TESJilMA DESIGN GROUP lANDSCAPE ARCHJTEcTURE l.AJ'ID Pl.ANNING RC'( EXP. 'AeVllilons must be approved by Public Haallh Engineer, Assistant Planning Director & Dlstric1 E~gineer, prior to implementation in field:- 99(13 -po,1,; A..,., 8ultc C San Pl<Co, (".,I, 921Sl Tdt-phon<: (6191 893-3824 FAX: (619) 683-11.8~ OAT£ 3-11·97 o,._ lE CORPORATI HEADQUARTER FOR ~ ~• NATIONAL ASSOO,O.TION OF MUSIC MEROJANTS C.M ,W .0. 95-212 cfm .. 1111 .. 0 ~ 0 ...J 1 ~ t...J ... 0 M • r--- \{) z -;p • • ----t--\-1-- 0i IRRIGATION NOTES: 1. • • • • • • • ~ • ff. • I -~ -1~ ~ \ II) MATCH 0 -- ~ & n IJ;/1; ~ -·- 40~ --- 1• 1" " LINE ~4 WATER VALVE(BY OTHER$) SEE CIVIL PLANS ~ (--,..,,,.i 1~ ~ION i"li'lb~11C 1._ I ON cq:ffpd'...Ct==f( • TWO STORY BUILDING FINISH FLOOII 185,00 ---- FRONT ARD SETBACK 2' 'vi • 1 • .x ~I ~ ~~~~;-~w "1--__,.,1'--,..J.ri II The irrigation plan is drawn diagrammatically. Locate all piping and .. equipment in planting areas where possible. DO NOT locate pressure .-~---'N -- pipe in R.0.W .. Mainline drawn P'.1rallel to curbs shall be installed behind curb according to normal ,nstallat1on standards. 1-::1:-:;:¼,:---:11 ::::-.~o=-v-;--1, ___ w-'-----!> -::iei~ __ ~) rf071~. :'.,______,:-:::::·· :::=:J....JJiZ:=e::::::::- ~ ~ ~~~t!J 2. 3. 4. 5. 6. 7. All lateral endruns shall be 112" dia. size unless shown otherwise. All remote control valves shall be installed In valve boxes, one valve per box. Locate all remote control and quick coupling valves adjacent to walks or curbs. Manifold RCV's where possible. For pipe slt.,ving, see lr.rlgation Lege11d this s.lleet . Adjust all spray heads to eliminate throw onto walls, walks; windows, etc. Install adjustable arc spray heads where necessary to assure accurate throw. Factory installed check valves are specified. There shall be no low-head drainage. Install lawn spray heads on 4" pop-up risers. Install all shrub.heads within 1 o FEET· of pedestrian or vehicle uses on 6" pop-up nsers. All pipe must be below grade except tor risers. Install (1) W.C.S, "Rain-Guard" rain shut-off device per controlle(per [:~~ -.,1,,;;Jrt"h, manufacturer's recommendations, Install (t) Rainbird "lntellisense" i~rr< 1-,'"r:,,--v,:,-_.., '-""r-""" 1 r:c, 100™" Moisture Sensor {or approved equal) per lawn valve per l~TI~ H4'-tt-l, manufacturer's recommendations. / ------~:w-------fw~• ..... ---------,f'{J,,------ 9. It is the City's intent that the future source pf water for Irrigation will be reclaimed water All equipment shall be compatible with reclaimed water. All work with reclaimed wat,,r shall comply with Carlsbad Reclamation Rules and Regulations tor Construction of Reclaimed Water Mains (June 1991), as well as tha City of Carlsbad Landscape Manual. Particular care shall be taken to assure that all equipment in the reclaimed water system shall be well marked with all the warning devices required by the City. "Alertline" or Pacific Cal pipe shall be installed. 1 o. If any existing hardscape or landscai,e indicated on the approved plans is damaged or removed during demolition or construction, it shall be repaired and/or replaced in kind and equivalent size per the approved plans. l 1, All work shall comply With the City of Carlsbad "Landscape Manual - , ... · , adopted by the City Council, NOV. 1:3. 1990 and all other applicable standards as of the approved date of these lans. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 BuslnellSpark Ave-, Suite C San Dlego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 1" • 1' ., ,· ,, • •. !' • • ·11 • • • • f'v'JV, w ' • l.&J ~ ~ .. 0 (") • ...... IJ) z N T- I-0 --' N ~=-~ ,bt-i\OH ~i!'.~t--lj:;I . . ?r~-q7 t?,t,. ~ ~11--i llAlE l'llllAL SYMBOL .,. er V V Oc:;:.-Q- vv x ❖v -· 8 e~ lii;;J ® ~ ® M --------- =/:-ft:_ ~ r,/ fl.JI ~ 12(1 w ' MANUFACTURER RAIN BIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRO RAINBIRD HUNTER RAINBIRD RAINBIRD NELSON WILKINS WILKINS HAMMOND ~ WATeP. l"tt'B ~~~ SCALE 1 •-20' ~ ., If' IBBIGADQN LEGEND 2.t' DESCRIPTION RAD # 18() 0 8 LOW ANGLE SPRINKLER F'CS 3-s· #1800-10 LOW ANGLE SPRINKLER r--=.--• 10' #1 B00-22-SS 4" POP-UP STREAM SPRAY 22' #1800-22-SS STREAM SPRAY 22' #1800-15 SHRUB SPRINKLER 15' #1804,15 STANDARD SPRINKLER 4" POP-UP 15' . #15 SST, 15 EST SIDE, ENO STRIP SPRINKLER 4' X30 #G-TYPE NO. 7 NOZZLE ROTOR POP-UP SPRINKLER 36' #PEB SERIES REMOTE CONTROL VALVE #ISC 18 B+ 16 STATION AUTOMA1IC IRRIGATION CONTROLLER #7645 1" QUICK COUPLING VALVE WIPURPLE RUBBER CAP #975XL 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER #SOOYSBR 1-112" PRESSURE REGULATING VALVE (SET@65 PSI) #HV 8201 BALL VALVE (LINE SIZE) PVC CLASS 200 LATERAL LINE PIPE (12" MINIMUM COVER) PVC4, ~.MAINLINE PIPE (18" MINIMUM COVER) ... l'l:H MIN ··- FULL HALF QTR PSI -,3 • 1 30 . 0.79 0.39 30 3.22 1.61 0.81 :l0 3.22 1.61 0.81 30 :l.7 1.85 0.93 30 -1.85 0.93 30 1.21 0.61 -30 2.6 2.6 2.6 30 PVC 4,::ff. et> . SLEEVE {TWO SIZES LARGER THAN INSIDE PIPE) eqj tl) f'b u~ ~ m11.1';w/1i11,''CMJ!t.. f"tfl-t#cl~ ·" . ~ Wl/£IIIG, PVC9'1,1. 40 . ' IRRIGATION CONTROL CONDUIT "lo'll.40 FVOUt,IC)IIL ~ ff>'/11¥'-, wfa•t'Afo!L,-1Mfa;.Jai1~ 11 ,-t0 n n II 11 W//Q,.11C419ft,-,C,P....~ 1-1/2" IRRIGATION WATER METER {FUTURE RECLAIMED WATER CONNECTION) DOMESTIC WATER LINE ~r.1eo w~ ulJe NOTE: CONTRACTOR SHALL PROVIDE A 20 fl. LONG SLEEVE ON R.C. MAINLl/ltf AND A 10 It. (EACH SIDE) FOR THE POTABLE MAINLINE WHEN A.C. AHD POTABLE MAINLINES CROSS (TYPJ . IRRIGATION CALCULATIONS FOR NATIONAL ASSOCIATION OF MUSIC MERCHANTS April 2, 1996 POINT OF CONNECTION -Static Pressure Available "'ID 1'91 Regulated to psi c;i;, P!!,t Remote Control Valve #1'& 1-112 RCV 33 GPM . bes,gn Pressure .................................... :::::::::.30.00 psi Lateral Line Pressure Loss .................................... 4.40 psi Mainline 2" Pressure Loss ..................................... .4.72 psi Backflow Preventer ................................................ :12.00 psi Water Meter(. 1~• $I-ZS : ;),.,rn.,,.,,,,,,, ... 3.20 psi TOTAL PRESSURE REQUIRED .................... 53 .. 32 psi ~ ~I 11,c:,e:, ' • APPROVED FOR PLANTING a: fWJJL ~L BUILT# AND IRRIGATION ONLY, ~0irt27 INCLUDING PRECISE TITLE .l.PN~'R:Cr DATE LOCATION OF PLANTING REVIEVED BY• AREAS .. L,J?/a,cj;.,, 1·7·'1.1 INSPECTOR DATE 4, . .,,"" L-,._., l SH~[T I CITY OF CARLSBAD l SH9£TS I PLANNING DEPARTMENT 1:a,,1,!~11. ~=:=~~c,-owm l -· . ... -U~ /7 . APPROVf.~ 1-r2-'t.6 ASSISTANT-PLANNING DIRECTOR DATE DWN BY: PROJECT NO. PRMWING NO. llAlt IMITIAL OAlt IN!TI.t.l. CHKD BY: EHlllml:R Of WORK REVISION DESCRIPTION ona N'Pf«NAL CITY Af'f'ROV.t.!. RVl,{D BY, SOP 95-09 347-1L C-M, W.D. 95-212 LOT 14 D STREET PRIVATE DRIVE . f\'' ~ 439.03' N 22· 29' 2i:. vi f: ; -----1' c!i ~ l"!i ~ l®--f 1'. Q//4"' "'/411! e, ' l?J/4P l'' I ·, 1'' rzyf t)f'i 1' (r, 1" ETBAC 1" ~/,41! r· I ·-~ ~ I I • \ I \ I I ) • I . I I LOT 11 i I{ I • I I ' ) ll • I NON-tRRIGATED HYDROSEBD MIX I ) • /' I I -I I i I ~/, \ & ) • I ) I I I ~ I ;14 \ • \ :, I ,ul ~ I ' IZE~DNLY) • LINE OF , PARKING □VERHANG·,-<TY , 2'6' F 111 "' __ .._ .... ✓'","~' -·~· .,. MATCH UN! 0~ 'ill!tV I I ) v< ,, '' • i e, • TESHIMA DESIGN GROUP LANDSCAPE ARCIIlTECTURE LAND PLANNING • • .. ' " !7-c;; --'17 D,E?. /1\ A'!> et/ft..T I DATE fNlllAL 'llJ~li,jli►/Xi'b, . . ' tt' SCALE ,•. 20 lrrREETSURFACE----, POTABLE MAINUNE 3.5 FEET (SEEIMPROVEMENTORAWINGSJ7 • .; . • or f 12" MINIMUM REOUIREDVERTICALSEPARATIONi ,g ~-"'--SLEEVE ~ECLAIMED WATER IRRIGATION MAINLINE .. NOTE: , Alt R(:CLAtMtDWATER IRRIGATIOIV PrPE AIVD SLEEIIFS SHALL E'E PURPL/; ANO LA8H:D AS SN'CtFl(:0 IN; -srANOARD $P(:C/FICA710NS FOR PRIVAT" IRRIGATION SYSTEM!'- -CARLS!MD RECLAMATIOIV llLJLES AIVD REGULA7101'/S FCFI CONSTRUC710N OF RECLAIMED WATER MAINS-.OCTOBER 19113 ·POTABLE MAINLINE CROSSING • .---SIDEWALK l METER BOX WIMETI:R CURB-~ l I APPROX.8' . '10' MINIMUM 10 POTABLE MAINLINE IN "1ECLAIMED WATE1'URRIGJtnON MAINUNE WISLEEVE-- . ·#o/OTE: .. 111:'R11Cl.E Ct.eAIIANcE OF rr M/NtMr.JM 1S Al,WDA11'ffl'IMIEH CIIOSSr«; PA1H V~POTl4BLEWATEl'fUNE."'5TAttAT10NOFRECtUIEDWATEl'l'1RG411DII .if.AAINLINE 2,4• FROM FACE OF SIDEWALK WILi. PROVIDE THE NECESSARY "10. HORIZ01'/TN.. CU:ARANCE FFIOM POTABLE M~INE fN THE,,mlEET. POTABLESER.VJCE i!INE CROSSING APPROVED FOR PLANTING II AS f!Jtl1fi:4~ BUILT., AND IRRIGATION ONLY, ~G,)1117 INCLUDING PRECISE TITLE LAI\IV:u"\fe~llS I DATE LOCATION OF PLANTING REVIE\JED !y, ~ ~ · IB · lj_-:1_ AREAS. L =• '13-, a -INSPECTOR DATE .. ·,,18•'1-1 I J«-.. I S4EET I CITY OF CARLSBAD 1 SH;E•s r .. PLANNING DEPARTMENT COIU'ORAlI HEADQUAAlIR FOIi lit.~1:11~,,., NATIONAL ASSOOATION Of MUSIC MfltOIANl'.5 -=--~ ... -, . ., L. APPROVED 7%2 'J/ f_:,/2-96 ',,-; .. ASSISTANT 1"1:,0:'INING DIRECTOR DATE DWN BY: PROJECT NO. ORA WING I«>. 9903 Buslnessparlr. Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 l _________________________________________ _;:~-------------------==---~~-----~~===========;;;;;;;;;;;;;;;~ ... .;-----------------~c~.:M~.w~.o~.~9~5~-~2~1~2-• DATE INITIAL DATE INITIAL CHKD BY: SDP 95-.09 347-1L ENQINEER Of WORK REVISION DESCRIPTION DTH!:R IIPPRDVM... CITY APPROVAL RV'wD BY• . , __ 0 ,- b ......I .. ()) C") MATCH CONCRETE Sl'EPPING STONES TYP. CONC. MOW1NG STRIP (TYP.) SEE SHE~ II FOR MOWCURB DETAIL ii -1 f¢;!3 5tJf£;>1I TIONE, ( NAMM '2/1/'17) LIME ,---·---. (J;J • --•• • ,. ,,!,__ ----~--- ~~~~i:::-----3 411" ROUND TABLI! W/ CONCAVE SEATS-INOROUND, MODl!L NO. FII0411, COLOR BLUE, BY WABASH VALLEY INC. INSTALL PER MANUFACTURE'$ RECOMMENDATIONS. CALL AT (714) 258-11116 " M!A TWO STORY BUILDING + 1 RECEPTACLE, MODl!L NO: WVT32M, COLOR BLACK W/ DOME TOP, MODEL NO: WVTl>TL, COLOR BLUE BY WABASH VALLEY INC. INSTALL PER MANUFACTURE'$ RECOMMENO-ATIONS. CALL AT (714) 258-1616 FINIIH FLOOR 11111.00 . . . •1119TINO ITl'll!l!T TRl!II AND Ml!DIAN ARMADA DRIVE TURF LIMITATION'S CALJJLAJJQN TOTAL LANPSCAPTNG ARRA: 103,800 SQ FT. TOTAL TURF AREA: 10,500 SQ. FT. % OF TURF AREA ALLOWED: I 0% % OF TOTAL TURF AREA: 9.88% \ Cfr~ rrLM II~ 1-J::A,f t°UIM' TO fYf<.L)~ OA~A ~ FftM 1'.J~PA1 71 Q~ i1'i-M No.:::, ~E..~M~~w~~-p, \ II JI ' ...,. N ~ ,_ 9 0 1 ,, '"J ,., SCALE 1•-20 PLANT LIST SYMBOL BOTANICAL/COMMON NAMES QUANTITY SIZE 0 ARECASTRUM ROMANZOFFIANUM "QUEEN PALM" 4 10' B.T.H. • ._ •. 0 WASHINGTONIA ROBUSTA "MEXICAN FAN PALM" 10 10' B.T.H. 0 AL-TEF:.1-IA1'f;'; w/fl\:Ui--1U3 ~I "f\,We!<J\.l?, ft-lM 11 ,. "\ PRUNUS 'AKEBONO' "FLOWERING CHERRY TREE" 6 we 15 GAL. ' PBUNUS "KRAUTER VESUVIUS" ,f;j_ 9£f1 ,. ~. • ...fpu'RPLELEAF PLUM W/ f'.Cx:JT"" ·; .. _ 37 24" BOX "-,d -•1t•mie~~ 1 •• > JACARANDA ACUTIFOLIA "JACARANDA" 14 24" BOX Ii • I 0 ---) -:M;;E~T;:;R;-;O::-;S;;l;;O:;;;E;R~O~S~E~X;C-;:;;;EL~S;;U;-;S~-----,~-!f~;oo;.'!1~e,e;E.fi:,.ieeh,;;,~u>e1t:Y.JfJ7friwffj'jj(j . -=:u::::::".::::~~=•_,. :: :::: r 1 e Ai;-~ ~OHBIFOLIA 'WHITE ALDER" 15 GAL e,.i;QAI... • L ...... __ ,.,) EB DICl<90\-ll.A P>ITT~TICA "~11'+1 ~~· ._. ti'f""-! HEMEROCALLIS HYBRID "DAVLILY''· 1 GAL. "'iliV' ,,'" <E'.& f'tHAPHIOLEPIS INDICA 'ROSEA' INDIP._H_A_W_T_H_CN-1-------=--· -'--------+--q_l--'-, --+----=-5..=G::..A:;::L:_. _ / eZo ~ 0 TRACHELOSPERM"'1i)ASMINOIDES STAR JASMINE 1 GAL. !-44 ------------+---.....;_-+------ ~-100-A ~f'.t--:'w.~w~•: ~PLIJl-1 ,.,e F> GAL , ------''-----------'------_.,,-~ _ _..;_,c.._:c..,:_..:,;__----,-t. ____ -+----- N AND IN A DOMESTICA "HEAVENLY BAMBOO" t<;,· 5 GAL. _1.-_1_'11tU_e_;"JW_' M ___ ~ __ ._M ___ 1•~---'-~'-------~-'~--"---1----4-4_--l--__ 5_G-'-AL_.~;:: _G_R_EV_J_LL_E_A_N_O_B_E_L_ll _"G_R_E_V_IL_L_EA_'_' --------1------1-09_-l--__ i::i_G_A_L_. _ ••·-•· ESCALLONIA FRADESI "PINK PRINCESS" ~"r& 1 GAL. SALVIA GREGGII "AUTUMN SAGE" 33 5GAL. -------------------4---------1------•''' ~.,,.":. ~ LEPTOSPERMUM SCOPARIUM 'RUBY GLOW' 163 ~ GAL. jj:; ~ 41v'J,&.. MII-IIXT'A jq,,l='f'iJ<Z. l,([...'( 2~ l GAL· :I~ Q _R_O_S_M_A_R-IN--'U-S'-P~R-QS-T--'R-A-T-'-U-'-S'-"D-W-"A'-'R'-F-R-O-S-E-M-A-RY-"----1-----<-\--..---1 -G-AL-.-----ri @ PHORMIUM TENAX "NEW ZEALAND FLAX" 20 5 GAL. i_r_:rn_:_· 0 CEANOTHUS "YANKEE POINT' CEANOTHUS 33 5 GAL. .!~ _'3:!r_)Je;e ', ~% ;.~ w% ,~. r ~~ .... 7¥,> -4bo/o I:;,~~ ".' eoG -F.i ,z. % ~ _Bo_u_G_A_1_N_v1_L_LE_A_'_S_AN_D_1E_G_o_RE_D_' _______ +-__ ___,fJ,__-+ __ 1 _ 2 s_,,0_ 0 A_.cL_ .. -i.'i.'. 1 .,'l,l_ .. i,,,,l,''. ~ GAZANIA MITSUWA 'YELLOW' TRAILING GAZANA FROM FLATS " ~-~ -~-N_:_:_:_L-AC-R;_:_;_:_;_(:_y_~_R_O_S@._E_E:_)_ 10 -_-.,_-,lo-,-,-,-0-9-.'r,-, _______ ,__ ____ , r.&4'"T T'7f',6t., e,-tp-Jl~ '{,.'. OIIJ. ;t'MV-.N'IA Ml1BUWi'.' '~• • l'FA/l-1/.k? ~m.A.' 12· o.c. FROM FLATS J:!; IIBl MULCH!,"THICK :·; ~ LANTANA SELLOWIANA TRAILING LANTANA 4!t'b'r;;, 12" Q,C.: -0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE ~ CITY OF CARLSBAD !-------t--+-----__:_----------1-----if-----i--___J __ J~ PLANNING DEPARTMENT TESHIMA DESIGN GROUP Ll\NDSCAPE ARCHITECTURE LAND PLANNING 9903 Buslnesspark Ave .. $\lite c San Diego, CA 92131 Telephone: (619) 693-8824 FAX! (619) 693-1182 DATE INITIAL ENGINEER Of WORt< REVISION DESCRIPTION DATE INITIAL DATE INITIAL DTJiER N>f'ROViltL arr APPROVAL APPROVED f-lZ· b ASSISTANT NING DIRECTOR DATE DWN llY: PROJECT NO. ~AWINf NO. CHKD BY: RV\.'D BY, SOP 95-09 347-1L C.M.W.D. 95-212 PLANTING NOTES I, Contractor shall have a soils test to confirtl) if leaching is needed (Refer to spec_ for leuchi11g. requirements) If leaching is needed, the contractor shall have a soil sample analysis completed by a licensed agronomic laboratory atler leaching of salts and prior to any planting of plant materiat City Inspector shall approve both ~oil test agencr & soil test recommen·&tions. All planters shall be amended per soil test & backfill shall be per soil test. 2. All plant material shall be approved at the project site by the Landscape Architect prior to planting. All plant material rejected by the owner or Landscape Architect shall be removed from the project site at no additional cost. 3. All placement of plant material shall be approved by the Landscape Architect prior to planting. This may be done either at the site or at the nursery. (Contractor shall pay for the Landscape Architect's time and mileage for all nursery visits.) 4. 5. 6. 7. Submit photographs of typical tree of each variety and size, to be provided under this contract for approval by the Landscape Architect prior to delivery of trees to the project site. All plant sizes are minimums. Sizes are typical for each plant species. All plants are to be free of disease and scars, and are to have good color, full heads, and good caliper (3/4" -15 gallon, 1" -24" box, 2" -36" box, 3" -48" box) Prior to planting, irrigation system shall be fully operational and all planting areas shall be fully watered immediately after planting. Prior to planting, all planting areas shall be free of weeds, rocks and debris. Rake and fine grade all planting areas prior to planting. LOT 14 D STREET PRIVATE DRIVE 439.03' N 8. Upon completion of planting operations and before any site observations, remove all extraneous material and debris, and broom and wash the area clean. 9. Contractor shall protect in place all existing plant material except where proposed locations of new Improvements. 10. All shrub & groundcover areas shall be top dressed with a ~u · min. layer of approved organic landscape mulch. Suhm,it sample to City Inspector fi.ir approval prim to delivery to site, • LINE NQN-lmli"~ADD HYDIU)SEl!D MIX LOW GROWINGNATIVE MIX (MODIFIED) M % OF SEEDS SPECIFIED ARE DEEP ROOTING Lbs.I Bolen leaf Name Acre Puril}'. • Encelia calil~rnk:a 6 40 Eschscholzia 1::alifornita 2 95 • Lotus scoparius 9 40 Las1hen1a chrysostoma 1 70 Lupinus hirsutissirna -1 99 Lupinus l'lanus 4 96 Linnnthus grandiflorus 2 95 Collinsia heterophylla 3 98 • Eriophyllurn ca~f~rtiflorum 6 35 ~-~, •.. ,. ,., ' ' ' 15 95 Plantago lnsularis · Sisyr;nchium bellutn 2 95 • M1mulus puniceus 5 2 • M imulus longiflorus 5 5 -Total ei • 0Mp 1'1>ffl~cf' ~!!In( materiAr'• 'l,.fuli:h1/CellulO'se'•j,rtior I 2.ooo lb!!IAcre Foit;liter: Ag,iform ' . 300 lbwAcre 16-7•12 plus iron, or appro~d equal Soil Stabilizer Attac M 100 lbs/Acre Binder or_· approved equal F'ureli.,. Germ. See<! 60 24cl/c, 75 71 9/o 60 24'¼ so 56%, 72 71%:. 70 67% 85 80%, 90 88% 75 26'%, 75 71'%. 75 71'% 55 , ,3"'1~ 70 35% TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNlNG 9903 Buslnesspa.rk Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 DAlE INITIAL ENGINEER OF WORK ' ' .. - 4 . O' t:,1 JO! tkJ' SCALE 1•-20 r 1 • FINISH GRADE IN GROUNDCOVER AREA 2-PROVIDE EXPANSION JOINT AT 20' MAX. O.C. 3 • 112" RADIUS (TYPICAL) 4. FINISH GRADE IN LAWN AREA 5. #3 REBAR CONT. (LAP 12" AT SPLICES) II• 95% COMPACTED SUBGRADE 7 -3' MIN. AWAY FROM HAIIDSCAPE ' . BLDG. 011 SIDEWALK· APPROVED FOR PLANTING f&. BUILT" Pt;Ji&-~~' AND IRRIGATION ONLY, /Wtf1{B wj mi INCLUDING PRECISE TITLE !..AN D.':CAPE. AF(H !'l~r DATE LOCATION OF PLANTING REVIEVED ~ AREAS. ~a. 3.1e·~1 IN EC R DATE I SH6ET I CITY OF CARLSBAD I SH9ETS I PLANNING DEPARTMENT CORPORATI HEADQUARTER FOR. ~.it. ~h~J. NATIONAi. ASSOCIATION OF MUSIC MEROiANTS -···-······ -·-·. --- ~ APPROVED ~ // ;j' 11296 ASSISTANT PLANNING DIRECTOR DATE DWN BY: ~---PROJECT NO. DR~WING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION 0THtR APPROVAL CITY APPROVAi.. RV\JD BY• SDP 95-09 347-1L C.M.W.D. 95-212 te'-1>1'11{_ ~PH i,,µ.,i,J:I IH IJ:ljJ-IW.Tect:> "fllj:'.lf. J>.tleµ;, :..-. ;;--... SECTION ®PLANTING TREE [BOX SIZES) NO SCALE ® ---G) 2 NOTE: ALLBACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. PALM FINISH GRADE PLANT TABLETS• SEE SPEC'S. ROOTBALL BACKFILL 100% WASHED PLASTER SAND 12"MINIMUM 2 X ROOTBALL BROWN TRUNK HEIGHT WATERING BASIN ®-~ 1 -(2) Z' lllA x 1 O' LONG LODGEPOLE PINE STAl(ES, PERPEHDIClLAR TO PREVAILll-0 'MNDS. 2 ~ VJ.T. "CINCHTIES'.OR E<XJAL WRl,P A ROLNO ffiUt-1(. W.1. EA CH ENO TO liAO~ STAt<:E 3' • TR EE TRlJHI( 4-CllflOPSECTOHOFFOF STAkE DAMAGED BY HAMERIKl 5-,-x 4' CROSSTIE 6 · ROOTB'.LL 8ACKALL. P\JOCILE ANO SETTLE SET TTIEE < ABOVE Fl-I. GR, 7-ROOTBALL 8 · 2 X ROOTS.UL DIAMETBI 9 • SLOPE BOTTOM TO Dl!AIH 10• 6" WAlERlr-0 BASIN. EXCEPT IN LAWN ARF.AS. REM'.JVEAFTEll M.\INT. PO. 11 • FINISH ORA ce 12, PLANTTABLETS(J" BEI.OWGRADE) 13 • PLACE ST AK ES OUT510E OF ROOTBAL L. OFF SET F 00M TRUNK l" et~.t,J ---·-0 , ,,!'!I. F'1-l'+tr1Nfol '='11'f<.1Nta DETAIL {i) -REMOTE CONTROL VALVE [SEE SPECS.) ® • SOLENOID © · WATERPROOF WIRE SPLICE CONNECTORS (S•E SPECS.) © • CONTROL WIRES; BUNDLE AND TAPE (WI 4 FEET Ml>l. EXTRA WIRE) © • PVC SCH 80 UNIO'l ® · VALVE BOX (SEE SPECS.) W / PURPLE LIO © • PVC NON-PRESSURE PIPE (SEE SPECS.) @) -PVC PRESSURE PIPE (SEE SPECS.) ® . PVC SCH 60 'llPPLE (TYP.) (LENGTH AS AEOUIRED) @ , PVC SCH -4□ FEMALE AO.PTER (TYP.) 0. FINISH GRADE 1" IN GROUNOCOVEA) @ . PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE @ . UNDISTURBED I COMPACTED SUBGRAOE 0 -BRICK OR CONCRETE SUPPORTS @ .1 CU. FT. MIN PU GRAVEL © , SEE SPECS FOR DEPTHS 0 • 6ALL VALVE ~ i e ~ VI> L \ie STAINLESS STEEL ENCLOSURE (MFR. STRONG BOX -MODEL NO. SB-24SS) SHRUB SPRAY HEAb WI ADAPTER I -SHl!UII 2 -IIOOTBALL 3 ~ SLOPE 4-6'HIN. 5 • 2 X IIOOTIIALL DIA. 6 -WATERING BASIN (IF RfQ"O.) 7 -PLA'll T'ABLETS (3· ll[LOW 611AD[) 8 -SEE SPECS +<-1+---CO>lTROLLER 0· ©- ®· (ADJUST RISER PERPENDICULAR TO SLOPE) f"TYP, ,. STOCKDRAfTING l"OffM NO. H!l·~~ ANCHOR BOLTS 112" DIA,. 4" LONG CADMIUM PLACED, HOOK LENGTH 1" (<4 PLACES) 1112" X1112" X 114" GAlV. STEEL ANGLE STIFFENERS. SECURE CONTROLLERS ANO BACKBOARD WI CADIUM PLATED 3/16" STOVE BOLTS 5 PLACES MIN. SET STIFFENERS 6" APART. CONTROLLER POWER ON-OFF SWITCH FOR CONTROLLER CONDUIT (TYPE 1) DOUBLE RECEPTACLE (GROUND FAULT TYPE) 3/4" RIGID STEEl CONDUIT 3/4" EXTERIOR GRADE AB PL YWOOO BACKBOARD. PRIME AND PAINT WITH 2 COATS EXTERIOR COLORED ENAMEL, PAINT BOTH SIDES AND ALL EDGES. © -© ©· ©· A, Tl·DAAIII SPRING CHECK VALVE PV,: SCH 80 AIS"R I NIPPLE (TYP.) f'~ :.NOTH AS FH~OUIRED) SEE SPECS. FOR DEPTH SWING JOINT ASSEMBLY (2 MAALEX ST. Ell$) --.r---.,emss~'il'fu""""",..,/'-J®· 10" MIN. FROM FINISH GRADE ©· PVC NONPRESSURE (LATERAL) LINE (SEE SPECS.) © · PVC SCH 40 TEE (SST) OR ELL (S1) © · r ~ 8"' FROM HEADEFI, ETC. ®· 13 REBAR WI GALV, CLAMPS 5 9 ~ FIN. GIIADE AT SLOPE (AS REQ'D.) 10 -TOP OF CURB, PLANTER, 011 PAVING ,-------------HARDSC:AP£ mmifw 1111= rifj~!lh~~~=mr::mi:!;=IIII 1111 SECTION -1111 NOTE: ROOT ■AFIRIERS SHALL BE INSTALLED WHEN t'REE IS WITH•IN 10' OF ANY HAFtDSCA.PE, AND 5HA.U Bli: INSTAUED ADJACENT ro THE HARDSCA.PE ONLY PER THE ll.\HU, _ 6PEC.IFJCATIOH~ ---,SOIL ---l~CKP"l.l MIX IIIIO•U.RRIER AYALIABLE @ 8U'rlj;Jt'$ a,t:11-1,, !>AN DIEGO, CA. (6111') 2U•6111 ~-~--------ROOT U.~AIIEA (810-BARRIER) 11 -FIN 611ADE AT HISTING SLOPE (AS IIEQ'D.) 12 -PLANTING BACKFllL (PUDDLE II. SETTLE PLANT AT FIN. GRADE). -© 0 CD QUICK COUPLER 0 QUICK COUPLER KEY G) VALV• BOX ( SEE SPECS,) W / (] 1 CU, FT, CONCRETE SUPPORT ©10· RADIUS ©TREE lFIUNK © BIO-BARRIER ' €) EDGE OF HARDSCAP'E !CUFIB. PAVIN(., PAD, ETC,) (£)s•-ou Wt1!:N TRH IS PLA~TED AS 1! GALLON SilE ,o·-o~ ¥r'H£N iAE~ IS p:._,.i;uc •s 24" & >f" &OX &ae: Pl!RPLE LID ©· BALL Vllff ©· PVC SCH. 80 UNION ©" PVC SCH 40 4S0 ELL (9J!8') ('rYPICA.LJ ©·vAL~E BOX © •PYC SCH 40 fa"EMALI!: ADAPtEPI (TYP.J @-FINSH GiflADE IN TURF, 1 .. tM O.C. @)-1 CU. Fl. (UIN.) PEA GRAVEL su~p @) -CO,..PAOTED SUBQ~ADE .W l Ptf¥tl'L E LID ©·sHOHT PW:: ~CH 80 ® ~BRICK OR CONCRETE NIPPLE: {LE"CSTH. AS Rl!:Q'O) =~=~~~T~E ON COMP~CTIP (TVP_) @)-PVC PRESSURE PIP! (TYP.)(SIEE Sl1ECS.J ©r--------~1 3®-~l + ©i',..---nG--'- @ · SEE SPECS_ FOfl DEPTN G) PVC SCH. 40 ELL ($LIP X FIPT) ©-- G) • PVC PRESSURE PIPE (SEE SPECS.) (!) BRICK OR CONCRETE SUPPORTS (TYP,) @ 1 CU. FT. (MIN.) PEA (;RAVEL SUMP @ FLUSH IN TURF AREAS, 2" IN OROUHD COVER AREAS @ U"DISTURBED OR COMPACTED SUBGFIADE 0 • 18" BELOW FINISH GRADE (!} • PVC SCH, 80 NIPPLE 0 • 8" TO 12" .MA~-FROM El>Gf Of CURBS, WALKS1 ET(:. NOTE: RECLAIMED QUICK COUPLER SHAL.L BE DIFFERENT AND SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER FITTINGS. 0- f r-::-=----:---------;;:-J'--:--:---------,-J • •,__ti~iai . ·" -- e 9 REDUCED PRESSURE TYPE BACKFLOW DEVICE ASSEMBLY (SEE SPECS. AND LEGEND) PRESSURE REGULATOR ~ @ · SEE C.M.W.D. STD. DWG,·W-20 - @ · PVC SCH 40 ELL (ST) C'.PUlof<. CZJIJ~ V,AL\Je ©· ©· ©· ©- (j) - (SEE SPECS. SET AT PSO Y-STRAINER (SEE SPECS. ANO LEGEND) BRASS ELL (TYP.) @ " HEIGHT PER LOCAL CODE (12" MIN, @ -CONCRETE FOOTING (4" MIN) 6 © 0-POP•UP SPRAY HEAD (SEE SPECS.) ©· SWl'l6 JOINT 1,SSEMBL Y (1 SCH 60 NIPPLE 1,ND 3 MARLEX ST. ELLS) ©-ANGLE WILL VARY WITH HEIGHT OF POP-UP BODY) ©· PVC SCH 4lJ TEE (SSTI OR ELL (STI ©· PVC NO'lPRESSURE LINE (SEE SPECS.) 0-2" MAX. FROM CURBS, WALKS, ETC, 0· AT FINIS~ GRADE IN TURF AREAS, 1" IN S>iRUB AREAS ©· SEE SPECS. FOR OEPTtt TESHIMA DESIGN GROUP LANDSCAPE ARCJllTECTURE LAND PLANNING DATE --- INlnAL 9903 Buslnesspark Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 El<GlNEER Of WORK --- @ · COMPACT SUBORADE BRASS UNION @ · FINISH GRADE BRASS SHOAT NIPPLE (TYP.) @• 6" MIN. BRASS RISER (LENGTH AS REQUIRED) @) • SEE SPECS. FOR DEPTHS INSTALL PER C.M,W.D. STD, DWO. +W-20 ~t,Ucet, Prm~Rc ~LOW ~EVeNJl:~ APPROVED FOR PLANTING 11 AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLAN1'ING REVIEVED BY• AREAS. INSPECTOR DATE I S7ET I CITY OF CARLSBAD I S9ETS I PLANNING DEPARTMENT CORPORATE HEADQUARTER FOR --~tl, ~J ~ ,. NATIONAL ASSOCIATION OF MIJSIC MEROWITS . ' ... ,., ..... ,, ' APPROVED ,,;. .,..,, / y f:12-ff 77,, ,. ASSISTANT PLANNING DIRECTOR DA DWN BY: PROJECT NO. DRAWING HO. DATE INITIAL DATE INITIAL CHKD BY: SDP 95-09 347-1L REVISION DESCRIPTION OTHER APPRDV AL CITY APPROVAL RV\JD BY• C.M.W.D. 95-212 IRRIGATION NOTE: CMWD'I l'IICLAIMIED WATIEII IIIIIIGATIOM IPICI, TAKE PRECEDENCE OVER THESE SPECS. · PART 1 -GENERAL 1, 1 GENERAL CONDITIONS: The General Conditions, Special Conditions, and Division 1 are an added part of this section and the contract for this work and apply to this section as fully as if repeated herein, 1.2. SCOPE: The work Includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1.2.1 Related Work: .1 Landscaping Section ( 02900 ) 1.3 SUBMITTAL$: Submit a list of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.4 GUARANTEE: Furnish guarantee in accordance with the general conditions, for a period of one (1) year from the date of final acc&ptance • at the conclt.1sion of the Maintenance Period -on complete water irrigation syslem, including nonse\\ling ol the back1ill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby of therefrom. 1.5 OBSERVATION: 1.5.1 In all cases where observation of the sprinkler system work is required andlor where portions of the work are specified to be performed unde· the direction anc1Ior observation of the Architect or his representative, the Contractor shall notify the Architect at feast three (3) working days in advance of the time such inspection and/or direction is required. 1.5.2 Observation will be required for the following parts of !he worll: 1 UPON INSTALLATION , , . . · OF SLEEVES and testing of main hnes and lateral lrnes; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. .2 Upon installation and testing of valves, quick couplers, backflow preventer device, aulomatic controllers, and control valves and wires. 3 When the sprinkler system is completed, the Contractor, in the presence of the Architect, shall perform a coverage test to determine if the coverage of water afforded the fawn and planting areas is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. .4 Final observation and performance test shall be at the same time as the final observation of !he landscape worll 1.6 TESTING: Ari PVC main and lateral lines shall be subjected to a pressure test of 125 PSI lor a period of tour hours. All testing shall be in the presence of the Architect Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed and approved. CITY INSPECTOR MUST APPROVE PRESSURJC TEST 1,7 RECORDDRAWINGS: 1.7.1. Before final acceptance of work, the Contractor shall provide a record set of drawings showing the sprinkler system work. .1 Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. .2 Valves shall be numbered and corresponding numbers shall be shown on the record drawings. .3 All remote conirol valves, shut-ott valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent obiects and shall be to the nearest one-half foot. .4 On the inside suriace of the cover of each Automatic Controller, prepare and mount a chart showing the valves and sprinkler heads serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by the controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls, A photostatic print of this plan, reduced as necessary and legible 1n all details shall be made to a size that will fit into the -controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to the inside of the cover. .5 Immediately upon installation of any buried pipe or equipment, the Contractor shall indicate on the drawings the rocations of said equipment. Di mens ions shall be given from permanent objects such as buildings, sidewalks. curbs and driveways. 1.8 GENERAL REOUIREM~NTS: 1.8.5 Seated dimensions are approximate. Before proceeding with any work, !he Contractor shall carefully check and verify all dimensions. , .8.6 Plan locations of heads, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations. 1,8.7 Atl lines shall have a minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines shall not be Installed directly over one another. 1.8.8 Oielec1ric bushings shall be used in any connections with piping of dissimilar metal materials. 1.8.9 Point of connection shall be approximately es shown on drawings. Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. 1.8.10 Permission to shut olf any exisl\ng in-use water lines mu3I be obtained 48 hours in advance, in writing from the Owner. The Contractor shall receive instructions from the Owner, as to the exact length of time ot each shut-olf. 1.8.11 Contractor shall acquaint himself with all site conditions. PART 2 • PRODUCTS 2.1 MATERIALS: 2.1.1 Piping: Pipe sizes shown are nominal inside diameter unless otherwise noted. .1 Polyvinyl Chloride Pipe: (1) PVC Plastic Pressure Lines: For piping upstream of remote control valves and quick couplers. All 1 112• 'nches and smaller shall be Type I, Grade 2, (Impact Modilied), designed as PVC 1220, SCH 40t:bearing the seal of the National Sanitation Foundation. ALL TWO IN HEit_i ,'l;~D LARGER PIPE SHALL BE PVC CL 315, PIPE SHALz2rEPlas~ic~oW-f'r'e~:1st~eutlnles: For piping downstream of remote CDntrol valves, Type 1, Grade 2, (Impact Modi!ied), as designated as PVC 1220, Class 200, (SDR21 ), conforming to Commercial Standards CS256-63. ALL PIPE SHALL BE PURPLE (3) Identification: Furnish plastic pipe continuously and permanently marked with following inlormation: Manufacturer's name or trade mark, size, class and type ol pipe, working pressure a1 73.4 degrees F., and National Sanitation Foundation (NSF) rating. ,2 Brass pipe shall be IPS Standard weight 125 pounds, 65% red brass. 2.1.2 Fittings and Connections: .1 Polyvinyl Chloride Pipe Fittings and Connections: Type 11, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread 1ype, suitatile for either solvent weld or screwed connections. Machine threaded !ittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, \ype and schedule of material, and National Sanitation Foundation (NSF) seal o1 approval. PVC fitting shall con1orrn lo ASTM D2464 arid D2466. . 2 Brass Pipe Fittings and Connections: Standard 125 pound class 85% red brass 1ittings and connections. 2.1.3 Aulomatic Control Wire: ' .1 Electric wiring running from Controller to the Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4164 inch insulation, 4164 inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. 2.1.4 Automatic Controller: .1 Controller shall be furnished and installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, sell-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. . 2 Uni1 shall have a minimum of 24 stations .. ,3 Controller shall be the latest model of the particular manufacturer supplied. .4 Unit shall be a 120-110lt, 60-cycle controller, be completely automatic and shall /unction ootional!y with or without the clock. .5 Any station may be repeated Independently in any 24 hours. .6 Stations shall be adjustable from 1 to 59 minutes, .7 Control panel shall be removable plug-in type. .8 Mechanism shall be housed in a sturdy, vandaf-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum e:ctenor protection. .9 The clock and all working parts of the controller shall be contained within one protecting cover. 2.1.5 Control Valves: 2.1.8 Quick Coupler Assembly: .1 Quick coupler valves shall be · 1• size: ACME THREAD locking cap, vinyl PURPLE TOP AND BRASS .2 Quick coupler key shall be of bras/bronze with a hose bib assembly. 2. 1 .9 Check valves shall be of brass or bronze, vertical spring- loaded and swing check. 2., .10 Ball Valves: .1 Ball valve 1 inch size lo 2 inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature • "Preioaded" stem seal and impact resistant handles. .2 Ball valve 2· size lo 4" size shall have double union with one end blocked which preven1s ball 1rom being bfown out under pressure. Ball seats are Teflon to insure ease of operation. End corinector carrier and stem O'Ring are EPDM. .3 Product: 1 • • 2" size (King Bros. Lo-torque ball valve models Lt. 1000-t thru l.t 2000·1) 2" • 4" size (King Bros. Block true union ball valve models Valencia, Cafifomia 91384 Phone: (800) 541-2672 or (805) 257-3262. 2.1.11 Concrete footings shall be 2,000 psi concrete at 28 days. 2.1.12 Backfill shall be clean fill Soil. 2.1 .13 Contractor shall provide to the Owner: .1 Two (2) Control Valve keys. .2 Two (2) wrenches for removing each ditterent type of sprinkler head. .3 One (1) 48" tee wrench for operating gate valves. . ' .4 Six (6) quick coupler keys and six (6) hose bib assemblies. .5 Five (5) keys for opening and lockin_g each automatic controller. 2.1.15 Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3-EXECUTION 3.1 GENERAL REQUIREMENTS: 3.1.1 Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work and obtain approval of the Architect before installations. 3.1.2 Install and extend system as shown on the drawings, and as necessary to carry out the intent of the Drawings and Specifications. 3.1.3 Locate lines, valves and other underground utilities and receive the approval of the Archi!ect before digging 1renches . 3.2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 Excavation and Backfilling of Trenches: , 1 Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill until the pipe system has been subjected to a hydrostatic test as specified. .2 Depth of Trench: Polyvinyl Chloride Pressure Line16" minimum COVER OVER PIPE Polyvinyl Chloride Non-Pressure Une12" minimum COVER OVER PIPE .3 Trenching through areas where topsoil has been spread: (1) Deposit topsoil on one s,de of trench and subsoil on opposite side. . 4 Subsoil shall be free of all rocks over one (1) inch in diameler, debris, and litter, prior to use as backfill where so indicated on detail. .5 Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been inspected and approved for tightness, quality of workmanship and mate rials, , .6 Backfill trenches, af\er approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90¾ compaction has been achieved. .7 Backfill material shall be an approved soil, free from rocks and clods. 3.2.2 Installation of Polyvinyl Chloride Pipe: . 1 Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. .3 Aciy pipe that has been dented or damaged shall be discarded until such denied or damaged section Is cut and rejoined with a coupling. .4 Trench depth shall be as specified above lrom the finish grade lo the top of the pipe. The bottom of the trench shall be free of rocks, clods, and other sharp-edged objects. .5 Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded joints shall be given a minimum o! 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. .6 Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and con1raction. .7 Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. .6 No water shall be permitted in the pipe until inspections have been completed and a period of al least 24 hours has elapsed !or solvent weld set)ing and curing. .9 Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. , 10 Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. .11 Solvent-weld Joints: Assemble per manufacturer's recommendation. .12 Thrust block shall be installed as per detail. 3.2.3 Installation of Brass Pipe: .1 Cut brass pip·1ng by power hacksaw, circular cutting machine using an abrasive wheel, or hand hacksaw. Cut no p;ping with metallic wheel cutter of any description. Ream and remove rough edges or burrs so smooth and l.lncbstructed flow is obtained. ,2 Carefully and smoothly place on male thread only. Tighten screwed joints with tongs or wrenches. Caulking is not permitted. 3.2.4 Remote Control Wiring: ,1 Direct Burial Control wire sizes: As shown and specified herein before. .2 Provide one control wire and one common ground wire lo service each valve in system. Provide 4-foot minimum expansion loop at each valve to \permit removal and maintenance of valves. .3 Install control wires and irrigation piping in common trenches wherever possible. .4 Install control wir~s and irrigation piping in common trenches wherever possible. . 5 Control Wire Splices: Allow only on runs of more than 300 feet. splices as follows: (1) Strip off minimum of 2-112 Inches of insulation from each wire. (2) Twist oA Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. (4) Tape completed splice with Scotch 33 electrical tape. .6 Numbering and Tagging: Identify direct burial control wires from_ automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. 3.2.5 Automatic Controller: .1 Automatic Control shall be installed as shown and directed. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the controller for operation and testing purposes . .2 Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible . .. .3 Electrical wiring shall e in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for instafling all wiring to the sub-panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall be included. ,4 Controller shall have a masler switch. It shall be possible to operate each valve manually, Independent of the clock of any other valve. ' 3.2.6 Remote Control Valves: , 1 Install valve boxes as shown on detail. Install no more lhan one valve per box. Stencil valve number and controller letter on underside of valve box lid. 3.2.7 Valve Box: , 1 Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside o! valve box lid. 3.2.8 Sprinkler heads: , 1 All sprinkfer heads shall be installed as per details shown. ,2 Nozzle size ot all heads shall be adjusted to suit any particular conditions of the area. This shall be done af\er the system has been thoroughly tested, immediately af\er written notification by the Architect to do so. 3.2.9 Quick Coupfer Assernbly: .1 Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. 3.2.1 O Ball Valves: .1 Install where shown as detailed. 3.2.11 Backflow Preventer: .1 Backflow preventer assembly shall be installed in accord with manufacturer's specifications, located and as dir1;1cted on drawings, and shall conform lo all applicable code and ordinance requirements. 2. Exact location and positioning shall be verified on lhe site by the Archi1ect. 3.2.12 Pressure Reg1.1fator shall be installed as per drawings and detail. Verify final location with Architect. 3.3 CLEAN-UP: As project progresses, Contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary. After completion of the proJect, Contractor shall remove all debris and containers used in accomplishing work. He shall sweep and clean all sidewalks, asphalt, and concrete areas adjacent to the plantings . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 11 AS BUIL Tu TITLE~------- REV!E',/ED BY, INSPECTOR DATE DATE 1.8.1 Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the District. , 1 Remote Control Valves shall be of all Plas\ic body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. 2.1.6 Valve Box: .2 The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay 1\at so as not to be subjected to undue bending or concentrated external load at any point t===t==±====================~~===t===~===t===1l L S=H8E::::::ET=-J=C==IT::::Y:::::;::::0::::::F::::::::::::C=A=R=L=S=B=A=D::=:....:l=SH=9E=TS:::;I _ PLANNING DEPARTMENT . . 1.8.2 Exlreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. Connections shall be made at approximately the locations shown on the drawings. Contractor shall be responsible for minor changes caused by actual site conditions. __ -.!! __ -- .1 For remote control valves 9· 112" x f 6" x 11 • plastic meter box. ·;;:iosCAP/4~ ,JI\, ,;. TES 1 -9c.:i.' TESHIMA DESIGN GROUP .2 For gate valve: 6·3/4" diameter x 12" concrete valve box with cast iron ring, ~ijing sockets, and cover marked "Water". LANDSCAPE ARCHITECTURE 2.1.7 Sprinkler Heads shall be as required on the drawings or \ 1~:'l:'•;_c:1·:-a--r,. LAND PL/\NNING 1.8.3 Connections shall be made at approximately the locations ,,,. nano,, ,,u 1b J C ~ shown on the drawings. Contractor shall be responsible for minor approved equal. 'Ii:: a. , •~/ 9903 Businesspark Ave .. Sulte ' ~ \ J}. ato ID ,v~.;!'-;, San Diego, CA 92131 DATE tNlllAL DATE: !N!T!AL l~ i CORPORATE HEADQUARTER FOR ,1u1u,, NATIONAL ASSOCIATION OF MUSIC M°'ov.NTS DWN BY: __ _ CHKD BY: __ _ PROJECT NO. SOP 95-09 DRAWING NO, 347-1L ~ changes caused by actual site conditions. ~~•J~~// Telephone: (619) 693-8824 EN:l::ER ~NI~ REVISION DESCRIPTION OTHER APPROVAL CITY APPRDV,6,L ~( ____ j1~.8~.4~L~a~n~d~s~ca;p2e~he~a~d~e~rs~a;n~d~m:o:w:in:g~s:t~rip:s::sh:a:ll~b=e~i:n~p:la:c:e~b=e:f:o~re~-----------------------------------------------------~F.~J\JC:-•---~(6•1•9■)-6•9■3■-l•l•8■2••••-==:;:::;;:::::::;:;:;:;;;:;;;;...;;. _________ ••••--•--•••--••-;:~~~~~~;----installation of sprinkler system. C.M.W.D. 95-212 RV\w'D BY• •-.:,. 0 , .. < u LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection ttierewith. 1.02 SCOPE A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. 2. Earthwork Irrigation (Section 02200} (Section 02810) 1.03 SUBMllTALS A. See requirements in General Conditions, and Section 01340. B. Contractor shall submit a typewritten list with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quantities of each. 1 .04 DEFINITIONS OF TERM$ A. "Pla~ting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND Rf:'f>LACEMENTS A Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy cor>dition during the agreed upon 90 day maintena~ce period or untii final acceptance (3.20 Part BJ. Piant material will continue to be guaran,EJed for one (1) year. B. Plant material smaller than 15-gallon size Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (e,cluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocation as necessary. Failure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maintenance period, the Contractor shall fake every precaution to protect and avoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications by the Landscape Architect to the Contractor shall be confirmed in writing. B. The Contractor's supervisor shall be available on call to make a joint observation with the Owner's representative of the work. The Contractor shall have sufficient work personnel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference of regular project schedule. C. Plants shall be subject to approval by the Landscape Architect at the place of growth and/or upon delivery to the site for quality, size and variety. Such approval shall not impair the right of observation and reiection at the site during progress of work for size, condition of root ball, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be made by the City Inspector & Lanc:scapeArchitect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of an observation. An observation will be made by the landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing Into the soil: Soil tests performed by the licensed laboratory shall be submitted and paid for by the Contractor for agricultural suitability and approved by the Landscape Architect once rough grading has been completed, and prior to installing any plant material. iTOCKDft"l"tlrn,; ~ORM l'rj0_ 101-~~ City Inspector shall approve: 1. Soil Testing Agency 2. Soil Test recommenC:alions prior to delivery of soil amendments to site. 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb installation. 4. Approval of all plant material quality. 5. Layout of plant material. 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it does not rel'eve the Contractor from any of the responsibilities in the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for suc/1 period or periods as he may deem necessary due fo unsuitable weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all previsions of the contract. B. If it should become necessary to stop work for an indefinite period, the Contractor shal' store all materials in such a manner that they will not become an obstruction nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of 1t1e work periormed. The Contractor shall cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect ternporary s•ruclures where necessary. C. Grading, soil preparation, and planting work shall be performed only during periods when beneficial and optimum results ncay be obtained If the moisture content of the soil should reach a level that working it would destroy the soil strc1ctur;;, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Architec1 shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating the brand, grade, amount and quantity of each i1em for all soil, fertilizers, soil conditioners, plans and other materials. RECOMMENDATION SHALL. BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. B. The Contractor shall notify the Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith an itemized list, in duplicate, of the actual quantity of material in each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspec1ion at the point of delivery. The itemized list. in duplicate, for each delivery of plant ma1erial shall include invoices certifying that subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution ot additional quantities of these materials to fulfill the minimum requirements specified. B. After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items, shall invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect will require the installation of additional materials to fulfill the minimum requirements specified. C. A sample of the soil amendments shall be delivered to the Landscape Architect within t 5 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed into the site, random samples of the mixed soil will be taken by the Owner's representative and submitted to the soil laboratory for comparison to a control mix, Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1. 13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain in the project shall be tagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain in the project. Damage to a plant which results in death or permanent disfiguration shall result in the complete removal of the plant, including roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole judge of the condition of the plant. D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the dripline (the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to the Owner. F. Excavation adjacent to existing trees and shrubs: Where it is necessary to excavate in close proximity to existing trees and shrubs. all possible caution shall be exercised to avoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of initial damage with approved pruning paint. When this is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. 2.04 IMPORTED TOPSOIL A. Definition B. 1. Imported topsoil shall be from a source outside the limits of the project selected by the Contractor and in compliance with the requirements specified herein. The Owner·s representative may make such ir.spections and perform such tests as deemed necessary to determine that the material meets the requirements. 2. At least 15 days before scheduled use, the proposed source of topsoil must be submitted to the Landscape Architect for approval. The Contractor shall submit a written request for approval which snail be accompanied by a written report of a testing agency registered by the State for llgricultural soil evaluation which states that the proposed source complies with these specifications. Imported topsoil shall be screened, fertile, friable soil from well drained aerated land, and free from nutgrass, refuse, roots, heavy clay, noxious weeds, stones larger than 1 •inch (25mm) in greatest dimensions or any material toxic to plant growth. It sha:I not be infested with nematodes or other undesirable insects and plant disease organisms. The imported topsoil s'iall meet the following requirements: a. Gradation Limits. Sand, 50·80 percent, clay 20 percent maximum, and silt, 30 percent maximum. The sand, clay, and silt gradation limits shall be as defined in ASTM 422. a. Gradation limits. Topsoil content shall be as follows: Silt 20-45%; Clay t 5-20%; Sand 30-60%; with a minimum 01 5% organic material (natural or added). PH shall not be lower than 5.5 nor exceed R3 and soluble salts shall not exceed 1,500 ppm. Minimum depth of topsoil shall be 6 inches. b. Permeability Rate/ Not less than 0.5 inches ( 13mm) per hour nor more than 2 inches (50mm) per hour when tested in accordance with ASTM D 2434 or other approved methods. c. Agricultural Suitability. The topsoil shall be suitable to sustain the growth of the plants specified. Supply imported topsoil in the following proportions: 1. Planting Spill Mixture: following proportions: Imported Topsoil Soil Conditioner Iron Sulfate Soil Sulphur Gypsum Mixture shall be thoroughly mixed to the 1 part per cubic yard 1 part per cubic yard 1 pound per cubic yard 1 pound per cubic yard 12 pounds per cubic yard 2. For all groundcover areas, topsoil shall be supplied, mixed with soil amendment at the rate of 3 parts of topsoil to 1 part of soil amendment, sulphur iron sulfate and pre-plant fertilizer (see section 2 03 for quantities) to a depth of 4" or 1" deep over all the area. and then rototilled into the soil to at least 4" deep. 2.05 EARTH MOUNDS A. All soils for earth mounds shall be as approved by the Landscape Architect. Samples shall be submitted before site delivery. Landscape Architect shall approve all grading prior to final placement of any plant materials. 2 06 PLANT MATERIALS A Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in "a checklist of Woody Ornamental Plants of California," published by the University of California, College of Agriculture, Manual 32 (1963). See fist ct plant material on drawings. B. Labeling: Each group of plant materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by the LandS(',ape Architect and whose decision will be final. All patented plants (cultivar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers tor at least six months, but not over two years. No container plants that ha11e cracked or broken balls of earth when taken from the container shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. 3.05 PLANTING INSTALLATION Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certificates prior to delivery of A. plants at site. G. H. I. On-Site Inspection of Plant Materials: Plants shall be subject to inspection and approval or rejection at the project site at any time before or during B, progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with c. acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitufion of plant species, variety, or reduced size for those listed on the accompanying drawings, except with the express written consent of the Landscape D. Architect. Right to Changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to t,e furnished, provided E. that the ccst of such plant changes does not exceed the cost of plants in Timing: Actual planting shall be performed during those periods when weather and soil conditions are suitable and in accordance with locally! acceptable practice. Layout of Trees: All trees (24" box size and larger} shall be placed in the landscape per the direction of the Landscape Architect prior to installation of irrigation system. The trees shall then be moved so that' planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor in their final location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing undergroL1nd utility lines. Backfill for Trees and Shrubs: Shall be as specified in section 2.03. If artificial drainage is requested, then drains shall be installed first, lhen backfilled with soil. Disposal of Excess Soil and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the landscape Architect. the original bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety of any plant to be furnish0d which invo Ives a reduction or addition in cost shall be adjusted in the contract cost. 3.06 PLANTING TREES, SHRUBS AND VINES J. K. L. M. Root Condition: The landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. A. Protection: All plants at all times shall be handled and stored so that they B. are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner"s representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of any plant materials. C. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as D. standards of comparison for plant materials to be furnished. Samples will be incorporated into the work. Specimen Tree Selection: E. 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to installation. F. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the landscape Architect to review trees 24" bo~ size or larger tagged at the nursery and/or at its place of growth. G. 2 07 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.08 LAWN A All lawn areas shall be sodded with Medallion Tall Fescue Blend. INGREDIENTS: 35% Arid Tall Fescue 35% Apache Tall Fescue 20% Rebel II Tall Fescue 10% Wrangler Tall Fescue Ol/ALIJY; Certified Grade or Better Purity: 98.00% Germination: 90.00% Crop Seed: 0.50% Weed Seed: O 50% 2.09 HYDROSEEDING A. Water: General precautions should be observed when drawing water from sources other than main's pressure. The use of filters may be required when directed. Such water must be free of impurities, excess chlorine and salts. H. I. K. L. M. N. B. 3.07 Seeds: All seed used should be clearly tagged or labeled showing type of seed, test date, name of supplier and percentage of the following : pure seed, crop seed, inert matter, weed seed, noxious weeds, and total germination content. All commercial process or packaging material shall A Soil moisture level prior to planting shall be no less than horticulturally acceptable. The Contractor shall request approval of moisture, and if found to be insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting any planting operations. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to permit handling and planting without injury or breakage of root balls or roots. Excavation shall include the stripping and stacking of all acceptable soil encountered w,thin the areas to be excavat0d for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re.use for the filling of holes, pits and beds. Plants shall be removed from containers In such a manner that the ball of earth surrounding the roots is not broken, and they shall be planted and waternrl immediately after the removal from the containers. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when a plant is placed in the hole, its root crown is sligh11y above 1he established final grade, and unless otherwise noted shall be raised or replaced as directed by the Owner's representative. Planting tablets shall be placed in each planting hole at the following rates and per the manufacturer's recommendations.; 1 • 5 gram tablet per individual liner and flat size plant. 1 -21 gram tablet per gallon container. 3 • 21 gram tablets per 5 gallon container. 4 · 21 gram tablet per 15 gallon container. 1 -21 gram tablet per each 4 inch box size. Random testing to verity planting tablet installation shall be conducted by the Owner's representative. No plant will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. All plants shall be thoroughly watered to the full depth of each planting hole immediately after planting. Guying: All trees and other plants indicafed on the plans shall be guyed as detailed. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. Pruning after planting shall be required on all trees, shrubs, and vines when· necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include ,...·-i,.osc;~-;-,,,:,,, thinning, topping, and/or cutting and shall be under the direction of the ~~ '-1-1is~"' -1,;.,', Landscape Architect. Cuts over 314-inch in diameter shall be painted 1/,.r;, ("?'Y,/'' '';f1t; 0.\2:\, w,th an approved tree sealant. c?(.~;!f 11/~/i '0i All trees 24" box and larger shall be spotted. ·~! StJnatr,r• 1 -,I,: Ran Dato(,,fi'-i ,b • PLANTING GROUNDCOVER "'if',; ato'fftl/?,~~ 1tt -<Ji~" Groundcovers shall be planted in the areas indicated on the plans and -......_':f__. Cilll;_.:,,- shall be free of surface rock over 2• in diameter and debMs. APPROVED FOR PLANTING "AS BUILT" . ' -· -· ' OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION AND IRRIGATION ONLY, . INCLUDING "PRECISE TITU'. DATE LOCATION OF PLANTING REVIEI./ED BY1 AREAS. INSPECTOR DATE I SHgT I CITY OF CARLSBAD I SHgETS I OArt rNITIAL DATE INITIAL OTHER APPROVAL C!TY APPROVAL PLANNING DEPARTMENT I ' CORPO~Tt HEADQUAATIR FOR h tt 1 t I h'1 I. NATIONAL ASSOCIATION Of MUSIC M(RQ-V,NTS APPROVED~ !_I~ 17 _. ASS1StAN1 F'J./ANNrJJG DIR_EO'r □R DWN BY; ---PROJECT NO. CHKD BY: --$DP 95-09 RVI./D BY, DRAWlNG NO. 347-1L C.M. W .D. 95-212