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Home My WebLink AboutDWG 438-4L; CT 05-01; CRESCENT DEL SOL ESTATES; 01-13KEY MAP "":... -- ,,ti".:., -' - \ /Y.;,: +-~ .~ /---' .. ,. ~'\ •""' < ---'.~""' (_i ~ ____ _:c , N,;_• SITE 'tJ, i : • , · ..... ·· ' \ ' PACIFIC OCEAN ~ '1-;./ i \ \.._ l> \ ~-b~ \ ' -! ,.,..,~ ------'~_,.,,,,. \.. "" . .,._ _____ _, ----- VICINITY MAP SITE LOCATION MAP ! I N.T.S. ! I N.T.S. LANDSCAPE CONSTRUCTION PLANS FOR: CRESCENT DEL SOL INSPECTION PROCEDURE INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OR REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. 234 I 236 DATE AVE., CARLSBAD, CA 92008 FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. PREPARED FOR: "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 IRRIGATION BACKFLOW PREVENTERS LAGOON BREEZE DEVELOPMENT CORPORATION, ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN METER AND BLACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT: www .ci.carlsbad.ca.us/pdfdoc.html?pid=340 7237, SANDERLING COURT, FOR: CARLSBAD, CA 92011 SHEET INDEX 'IIILI:!, SHEET HARDSCAPE PIAN HARDSCAPE PIAN LIGHTING PIAN HARDSCAPE DETAILS HARDSCAPE DETIALS IRRIGATION PIAN IRRIGATION PIAN & NOTE'S IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PIANTING PLAN PIANTING PLAN PIANTING DETAILS & NOTE'S I JOHN HANNA + ASSOCIA JES LANDSCAPE ARCHllEClURE SEAL: &\' ML U ~vs. , ,1j' /4 H /,/ft C'"1 i~ ... -/ G"' ~ 1' 44--4 South Cedro1 AwMue., Studle 2BO f1! 'S · ~ Safar.II Bcoch, Colifurni11 92075 /~ _ _ ~ I (B56) 25!H9157 fox (a58) 2551-555tl LAGOON BREEZE DEVELOPMENT CORPORATION. 7237, SANDERLlNG COl:RT, CARLSBAD, CA 92011 PHONE (760) 918-0012. FAX (760) 918-1996 \ ,_,/, -PREPARED BY: • :\ ,. -. '(l,U---- ~' 15'1 ~-----"~< ~r Cl JOHN HANNA, R.l.A. R.l.A. NO. 1648 L-0.0 L-1.1 L-1.2 L-1.3 L-14 L-15 L-21 L-22 L-23 L-24 L-3.1 L-3.2 L-33 ••••• Ji\ DATE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 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 IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTATION CONFORMANi.f WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WAJI .. ONSERVATION PLAN, FIRE PROTECTION PLAN, ANn 111 L (t~},rJ ITIONS OF APPROVAL RELATED TO LP~,.tJS< ••,_~ . .,._; BY: . JR. DATE: I( -oa-cn PREP,.' " APPROVED FOR PLAN'fING AND IRRIGATION ONLY, INCLUDING PRECISF: JHA PROJECT NO. 809 JHA Sl-iEET TITLE / DATE JHA SHEET NO. TITLE SHEET 01-08-07 L-0.0 "A~-BUIL T 11 PLANS - -----DATE lNGINEER'S~S1.GNATll E LOC1\TION OF PT.AN'fING AP~~-,r _!.~-===:=:...__ gr~.,c_ /'-·b-q AREAS. ENG1NEE.~ G PLANCHECKER DATE REV!EwED BY• JNSPECCDR DAil --~ CITY OF CAI~LSBAD ~ PLANNING DEPARTMENT ---+---+------------j-----j----t----+---j CRESCENT DEL SOL ESTATES --__ ,__ 234 & 236 DATE AVENC:E, CARLSBAD, CA. 92008 i-----t---+---------------i------t---t---+ . --· ~=·c:c=·c::-----====~~==== I AP~RO IC.d ._u_ I 1-----+---+--------------+-----t--t--f---l I fu C-¾-oJl. [Z-l'Z-·0 1 I PL.At,NIN DEPARTMENT DATE ------+--.... --+----+---• ;;~~.:.:__:===;-::=~==-=~ ~==--=-=-=-=;;======== i---:~--t-=cc-+---------------· ··· -· ·-+----DWN BY: --PROJECT NO. DRAWING NO. DATE :NIT!Al DATE iNl"nAL DATE INITIAL CHKQ BY: __ : E."GINEER OF WORK RE Vi SI J~ DESCRI P Tl Cf', OT LR PP"LIVA c RV"D BY· , CT05-01 438-4L ' I H A , L ITY APP~OVAL * . __ I ~ 0() ' .J:: r-- ' ~l!ZT 1..-1.1 SHl!ZT 1..-1..:! / KeYMAP ----- • □ NOT TO SCALE -:,/;.o BOT □· Pv;o J 1-'_i,._ -'i°'' ------- ' . , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - ~ , , , D --~-,■- I I ' . ' ', UNIT 6-B FF. 4i.O i-----l._ I MATGI-ILIN!! -!!>!!!! ~IC5,F,70!'t PODIUM L.e\l!!I.. AeCv1! \ .. ' . GON$Tl'JJC TION L.!:(5,l!!NP e. INTIPL.OGl<.1Nr5 ,-AV95 (QN 61UDI!) -AN"nGIJI!! c:.aee,~ ~T,::IINI!! ll BY' AN5~ !!JL,OGI(. CO. (te,1-~2&--4'119) Gai.,Clllt.-~teTCINe SU!ie'. LAID A"'i ,4,511 TO ~rr ~T.,a,.&1!! ~ P'LANJ. ~ c:t!T'AIL. 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CHKD BY: __ _ RV\JD BY, CT05-01 l'Z.·lZ.•c,T DATE I DRAWING NO. . 438-4L 021308 - GONGRE""E PAVIN6 FER LED6ER GAP '2" X 12"X 3/,". -------... COLOR GREMA EUROPA, AR'WNA TILE &1'1.2"1&.3'115 'I" -r T~t VARIES ~ VARIES --f---HARDSc.APE FLAN .1 Tr'! PER ~LAN 1 . F.5. PER PLAN r 1" Thi<, BEDDING---------------U-~L..,..,.t--,-...:,J SAND ~-~!NISH G~DE/ PLANTIN6 AREA r'IALL LK:>HT FiXTt;RE, c.oLOR ----... BRONZE. SlYLE 4415 '-c..--- HYDR!:L e1e.3&2.'14b5 (~ T07" AW SIDE r'IALLS OF r'IATER FEA7.JRE ---, &" X &" T1LE, c.oLOR 5652 SUNRISE DAL TILE ese.s,1.o;;ie,3 2" (1YF'.) "-----DAAIN LINE OIJTLET. --___ __ SUBMERSIBLE L16HT FIXTJRE, COLOR BRONZE, STYLE 4413 HY::,REL e1e.3e.2.•4&5 /4 TOTAL) ~--COPPER SUPPLY PIPE. C-ONSTRUC,TION "'ER 1-<.E.P. GEOTEXTILE-7"URN L,p _ ___,- AT SIDES 1~/ c;o!,<PA<::;TE:, AG5REGATE----,( 'IC% GOMPAc.TED ____ _,,. SUB-6RADE OR PER GEOTECHN1GAL REPORT . . , '----PAVER HEADER GO\JRSE TO MATCH INERLOCl<iNG PAVERS SET ON 4' TI-II<. CON GRETE HEADER r'IITI-1 AF<'ROVED EPOXY, PROVIDE •3 GONTiNUC\.iS HORIZONTAL SAR A.,. c.ENTER DRIVEr'IAY PER GIVIL PLAN F.S. VARIES GONSTRU<::;TION PER "1E.P (1YF') ® ::;~:C:,CKING PAV!:f<.S ON Gf<.AD:""m" FLOOR OF r'IATER FEATt;RE -1" X 1" TILE, COLOR 5201 r'IHEATLAND, FOIJNTAIN NOTES, 1. MECHANICAL/ PUMP VAULTS SHALL 3E INSTALLED BEL01' GRADE IN ADJAGENT PLANTING AREA. PUMP S1ZES TO BE ::,E---eRl-'ii'-<ED BY CONTAA<::;TOR. POL YIJRETHANE SEALANT -c.oLOR TO MATGH GONGRETE -DUST V'IITH SILIGA SAND PRIOR ~O GURING DAL TILE esE>.311.02113 '------el" THICI< POIJRED iN PLAc;E. RETAINING r'IALL PER ARGH. EXPANSION JOINT __ ___,.. PLANS ~--GOMPAc.TED SUSGAADE PER COFFER STAND PIPE TO _____ __/ GEOTE<::;hNl<::;AL EN6INEER "----GAPPED THREDED DAAIN OUTLET TO SUMP PUMP o GA!sAoE RECIRWLA T,NG PUMP O FLOOR. INSTALL ANTI-VORTEX COVER FINISH Gf'-ADE 3-1/2" TI-IIGI< NATUAAL GAAY CONGRETE (UNLESS NOTED J VARIES· SEE PLAN 2% GROS5 SLOPE -TOr'IARD FLOV'I LINES OR AREA DAAII\S ~--1/2" R (1YF'IGAL,I FINISH GRADE ,,_ __ ..,._, 1/2" o SHRUB AREA ~.!•.::.•· .:.· _•:._,.,•;,,:,,· ,.:·~='·,,:•;..,..E37 _ _,"" 1" @ TURF AREA f --,-1 ' I I ~11111 ~,,.,-t-tl~-GOMPAc.TED SUEIGRADE PER SOIL5 ENGINEER NOTES, 1. AT ~Y5 PROVIDE EXPANSION JOINT5 AT KAX. 20' O.G. AS PER PLAN. 2. AT CONGRETE FIELDS l"IIDER THAN b' PROVIDE EXP Al\SICN JOl:O.TS AT MAX. 20'0.G, 3. PROVIDE CONTINUOUS EXPA'<SION JOINTS r'IHERE CQN<::;RETI: FIELDS ARE ,A,DJAC.ENT TO EDGE OF BUILDINGS, COLUMN5 OR AT POOL. 4. PROVIDE SC.ORE LINES PER PLAN. 5. PROVIDE: RE:INFORGEME.NT AS RE;G!.JIRED PER SOILS ENGINEERS REPORT. FCR BIDDING-PURPOSES, PROVIDE AN ALLOl"W-!c;E FOR •3 6AR5 TO Bi: INSTMLED AT 111" O.G. IN THE GEI\TER OF POUR AT ALL PODIUM LEVEL AND ON GRAD!: PAVING-. CONC~eTe PAYING ON GAADE SC.ALE: 1 "=1'-0" c.oNGRETE SEATr'IALL- REINFORGING PER STRUGT. ENGR, POURED IN Pl.AGE MONOLETHIGALLY r'I/ POOL\ EXPANSION JOINT \ F S. FER FLAN ~ \ _____ hi H •. -1_· .. 1 . ~4-->1.--',1 ' • ~ .• • . . . !:: • / INTI:RICR OF r'IATER FEA TIJRE; VERT1GAL SIDES, 4X4 DAL TILE-SUNRI5E 03852 r'IA ,cF'-LiNE; LESS THAN 1E>" :NTERICR OF r'IA TER FEATURE: ALONG BOTTOM, 2"X2" DAL TILE - r'IHEATLAND "5201 GONGRETE BASIN - REINFORGING PER CONTRAGTOR GOl-'PAc.TED SUBGRADI: CONC~eTe SEAT~L.L. / POND SC.ALE: 1/2"=1'-0" 5EC-TION 5EC,TION 2 CONT~TOR TC SUBMIT SHOP DAAr'INGS r'IITH 5AMPLES J FINISHES TO Or'INER BEFORE GOMMENGING, V'IORI<. 3. FCl.iNTAINS TO HAVE AUTO FILL DEVISE LOCATED l"IITI-1 POOL EQIJ,PMENT. iN5TALL PLUMBING AND ELE<::;TRIGAL CONDUITS AS REQUIRED. PROVIDE GONNE<::;1"1CN TO AU-rOMATIG TIME"-DEVIGE. 4. ALL V'IATERPROOFING PER r'IATERPROOFING GONSU~TANT. 5. BOTTOM BASIN TO HAVE SUFFl<::;IENT VOLJ!-'E TO REGE'IE RUN DOV'IN r'IA---eR >'!HEN PU>-1PS ARE OFF. &. ALL DIMEN5I0NS TO FINISHED SURFAc.E5. 1. GONT~TOR ":O GUT 12' X 12" LED6ER GAP TO '1"X 1:2". PLAc;E GAP FLJ5H 1"117H INSIDE l'<ALL TILE. 2" OVERHANG-OF QIJTSIDE r'IALL/ FALL SIDE). OFFSET )'o" DRIP l<EEP AT¾" FROM LEADING-EDG-E. • • No-e, REQUIRED @ MAX. 20'-0" OG. AND GURB, BLDG .. GOUMN • . . . . . . ~-:VB" FELT _OINT ~---G0"1PAGTJ"D SUEIGRADE PER SOILS ENGINEER ,,.---INTERLOCl<ING ='AVE:RS PER "IN. I 5% PLAN SLOPE TO ' r_:D=:RAl~N=r=--.-.-1:~~1°-------SAND/ G-AAVEL F'LL AS PEI'< KANUfA<::;TIJRER5 SPEGIFIGATIONS . . .,.OPPING SLAB DAAINAGE GOl-'POSITE/ PRO-EGTICN SOARD; PER MTERPROCFING GONTAAC.TOR ------------~ STRU<::;TJRAL SLAB e,_ Fll\AL DES•G-N BASED ON FUTURE DESIGN BUIL:) PLA1'5 (YET TO BE DONE) - TO BE APPROVED UNDER SEP=TE PER!-'IT. THIS DETAIL TO PROVIDE DESIG-N OiREGTICN. C l!XPANSION JOINT (ON G~ADE) D INTE~L.OCl<ING PAYE~S ON PODIUM L.E:YE:L. SC.ALE: 1"=1'-0" 5EC-TION ~--PREGAST GONGRETE GAP B!D ALT. 10 1/4" STEPSTONE GAP ,,------APPROVED r'IATE'<.PROOFING- DIREG TL Y ABO-IE SUB SURF AC,f DAAIN, INSTALL EI7"..+ER ATRIUM ----- DAAIN (l'IHERE OCGURS PER PLAN) OR BLAGI< PVC, SGREr'I SET 2" ABOVE FINISH GRADE (GLEAN FINISH GRADE ,,----+-,<,. ~EKBAANE ou-rJ J:-------~--....:::HF"%~f--7='f--&" X el" X 16" GMU l'IITH STUC,C,0 GOAT AND GOLCR TO MATGH ARGHl'!'Ec;TJRE 3'<P PERFORATED PIPE---------- OVER DAAIN lt-lLET ---.....__ ~PPED V'llnt Flc. TER F ABRIG (GLUED) 3"<P DRAIN PIPES -o ADJA<::;EN7" ON SvRFAGE ATRIUM DAAINS A5 PER PLAN PVC. TEE OR GROS5 (AS __ ~--:=-L, REQ'DJ FILTER FABRIC. OVER DAAls!----~ PLANTER DAAIN r'I/ ADJUST ABL& TOP STRUGTJAAL SLAB ____ .,,--- APPROVED------_,,. MTERPROOflNG- MEMBRANE TOPPING SLAB OVER --~ POPIUM 1-'V2"-4" Thi< DRAINAGE COMPOSITE/ --~ PROTEC.TICN 30ARD; PER r'IATERPROOFING GONTRAGTCR DEG<: r'IA TI'.'<-PROO!'ING-. SEE ARGH. PLAN5. CONTINUOUS V'IATER ----~ PROOFING-BEAD • ~-INTERLOCl<ING PAVERS OVC:R TOPPING SLAB r'IALl<r'IA Y SE<::; TION SLOPE TO DRAIN TOPPING 5LAB VAl'tlES FROK 3" -5 1/2" THI<. - SEE HARDSGAPE PLAN FOR "'AVING-1YF'E EXPANS,QN JOINT BY <'AVING- CON~GTOR ~-GAULl<ING-AROUND REI1'FORGEMENT BAR '---REINFORGEME1'T 3AR INTO 5LAB PER 5TRIJGTUAAL ENGINEER'S DETAILS. SEGvRE PER STRIJGT'JRAL E.NGINEER'S DETAILS. ® ~AISED PL.ANTE~ ON PODIUM 5EC-TION F ~------~ SC.ALE: 1"=1'-0" FOR, LAGOON BREEZE DEVELOPMENT CORPORATION, 7237, SANDERIJNG COURT, CARLSBAD, CA 92011 PHOI\E (760) 918-0012, FAX (760) 91B-1996 JOHN HANNA t /\SSOOA lES LANDSCAPE ARCHllECTURE 444 SouU, C!!dro1 Awmwl, Stu.die 260 SQlona Elcocll, Colifornia 9207.5 (B513) 2:i!H967 fall (B5~) 259-55511 AR£0 BY: JOHN HANNA, R.L.A. R.L.A. NO. 1648 • • • • • Ji\ DATE: STIJ SC, --- --- OATI: -- SECTION 2'-0" SC.ALE: 1"=1'-0" 5EC,TION POURED IN PLAc.E G01'<::;RETE GAP; NATURAL GRE"' -MEDIUM AGID ETCH FiNl5H 310 ALT., 24" SQ. PITGHED STEPSTONE PILASTER GAP. ( ==I'~;;;;-PILASTER II II ff......---e," XE>" X lb" GMJ V'IITH 5TUGGO GOAT A>ID COLOR "'0 KATGH ARGHITE<::; TIJRE -..._ l'-- 11'---1·1/2" SG. "'1.JBULAR STEEL TOP AND BOTTOM AAIL; ATTAGH TO ,...v 14' ,._ GMU Y'I/ HEAVY r;,u,-Y ANG-LE BRAC.KET ' SIil" SG. ,1JB\LAR STEEL PIGl<ET5 ~ V'IITf. 4" "1AX GAP BETV'IEEI\ PIGl<ETS I/ N ~ -I="==="="====,;;:.,. ; ELEVATION NOTE: REFER TO STRU<::;TIJAAL ENGINEER DRAY'IING5 OR LOCAL GODE5 FOR GROUT AND REINFCRG,NG,. ~411 ea. PIL.ASTE~ l/W TUSUL.A~ STEEL. rENCE 5EC-TICN SC.ALE: 1/2"=1'-0" APPROVED FOR PLANTING AN!) IRRIGi\TION ONLY, INCLUDING PRECISE LOC1\TlON OF PLANTING .i-'\RE1\S. +------------SH:E~7 ' -------------0 I ---- JHA PROJECT NO. 809 JHA SHEET TITLE / DATE JHA SHEET NO. HARDSCAPE DETAILS 01-08-07 L-1.4 II A~-BL;IL T11 Q_ANS 8,~TF REV!Ev/ED BV INSPcCTOR LATE -~-- CITY OF CARLSBAD )l 5"EETS] PLANNING JEP~RTMENT , 13 ' -----------~==-E I -1---CRESCENT DEL SOL ESTATES I I I 234 & 236 DATE AVENUE, CARLSBAD, CA. 92008 !APP~~ ~~ Iv I z.., t>"T · Lr \ I PLM,NI~G -FPARTMENT DATE 1 OWN BY: -r PROJECT NO. DRAWING NO. INITIAL ' JATE I 1Nll1AL DAT": ; iNIT!AL I CHKD BY: ,, ~ RE'✓!SO, DESCR:PTiO~ ! RVl.'D BY, I CT05-07 438-4L ENGINEER OF NORK/ OTHER APP~[JV "L CITY APPROVAL -- PF1.EF ABF1.IGA ,:=D PLANTER-~ GALVANIZED BOLTS~ o" STEEL POST .i. K 3"X3"5GH.40 ~J 5TEEL POST J._ PAINT TO MATCH----i"'05T FLA..N* Pi.Jr,..N l"ELD TO P05T--- 1/4" THICK------... GAL.VANIZED PL.ATE SIMPSON ET-SET EPOXY ~ 3/E>" X 3' BOLT SET IN~ ~>4-~ TOPPING 5LAB-------..:.. _';..,. .. _-. . . 4'--0" I''------. ---. II ;~ N 911 / ;-:::::_ IJ~ v~1/:r V , , ... __ '3" 5G. Tl!BU~ STEEJ.. P05T V'V DEcoAA-rvE POST GAP ~-1-1/2" 5G. TUBULAR. STEEL MIDf<.AIL AT TOP 4 BOTTOM --INSTALL KEYED-AGGESS LOGK ON OUTSIDE AND THUMB L.ATGH IN51DE --1-1/2" 5G. WBULAR STEEL GATE FR.AME ~-5/8" 5G. WBU~ STEEL PICKETS o 4-';12" O,C.. --SEE POST CONNECTION ENLAF1.C.EMNT __ PAVING PER PLAN __ TOPPING SLAB NOTES, FO:>T CQl',iNeG-TION EN.l.AF<'.G-\v\EkT r Io-' -[] LI Jr: I/ ~ p~ I '1,--,, .--'--,~·-·-+--'-'-'L-'-" .... · ---""'·~----·-·+_-· .c.··1,-,·_c.· ·-_J""" ---------· _i__;•;.-i· ' I 1. ALL SURFAGE5 TO Bf: GROUND SMOOTH. 2. ALL METAL TO BE PAINTED l"tlTH 1 COAT OF PRIMER. AND 2 COATS OF PAINT. COLOR TO BE SEMl-6L055 BL.AC.K. INSTALL 2-HEAVY DUTY SPF1.ING / LOADED HINGES -~ 10" STEEL. KkA< PL.A TE ON PUSH 51DE OF GA Ti; -A TT AGH ··-·---j--~----~~~ FLUSH i"IITH THE FR.AME OF THE GATE -~ :!. CONTT'.AC,TOF1. TO PF1.0VIDE SHOP DRAl'IINGS FOR. APP!<OV AL BY LANDSCAPE AAGHITEC.T PF1.10f<. TO FABRICATION. 6ATI; TO BE SELF-GL051NG AND ;,EL.F-LOGKING. 4211 TUBULAR STEEL GATE ON PODIUM LEVEL SECTION ,, s SCALE: 1/.2"=1'-0" ~-3" 5G. WBU~ STEEL POST SEE SECTION A -A AT TOP OF FENCE ~~E~ MET AL C.--C.HAN:-.EL. FRAME ,__ __ FASTEN N GALVANIZED l"tOOD SC.RE:l"tS E:>'-0" O.C. MAX / V'V DEGOAATIVE POST GAP "'1ET AL BRAGKET il'<ELDED / - TO POST AND ATTACHED----.\ /~-METAL C.-GHAN1'EL FRAME TO C-GHANl'-<EL FRAME "T::::::;=rl~frrr=;==;:~r,~-GALVANIZED BOLTS~ X oTONGUEC V "'1ETAL FR.AME I \ --..... \ \ ....... \ . I '--, ,-1 SECTION A -A - 9 ;Q I"" 1"Xo" SELECT GRADE s· / GEDAA BOAADS STEEL POST .~ ,j, • 0 ' I ' "' X < ::E • } BUTT ENDS TIGHT; -~• -r STAIN FINISH !A 3"X3" SCH. 40 • , ~ STEEL P05T - /,+-j-SEE P05T CONNECTION EN~GEMNT I < PAINT TO HATC,H-----P~T FLANGE f'l-AN .,.. / PAVING PEF1. PLAN /,,+-j-TOPPING SLAB il'<ELD TO P05T----.... 1/4" THIGK GALVANIZED PLATE--...___ 3/1:>" X 3" BOLT SET V'V SIMP50N ET-SET EPOXY ~~.s.,i:~lo--~. ~ I+--....... / : \ I \ • ., . I" '----..... rFS ~ l"tEEP HOLES; DRILL. o o'-0" O.C.. SECTION B-B N I ' • N ...... ~1 I I I V TOPPING-SLAB-------..:.. _...._ ·:. . . POST CON NEC. T~N ENL.AROMENT I I NOTES, 1. ALL SU!<.FAGES TO BE GROUND SHOOTH. 2. ALL METAL TO BE PAINTED V'IITH , r ' .. . .. . . SEE SECTk?N B -B - AT BOT-:-OM OF FENCE 1 COAT OF PRIMER AND 2 GOA TS OF PAINT. COLOR TO BE SEMl-6LOSS 6LAC.K. ~ooi:, FENCE w METAL. F~AME ON POi::>IUM L.EYEL. '3. CONTR.AGTOR TO PROV•DE SHO" DF1.Al"tlNGS FOF1. APPROVAL 6Y LANDSCAPE ARC.HITEC.T PF1.10f<. TO FABRIC.ATION. GATE TO BE SELF-CLOSING AND SELF-LOCKING. SCALE: 1/2"=1'-0" ~ f-r, ' ~ I s -\-' ~ NOTE, AT POOL AREA - PIC.KET5 TO Be 4-11::z• O.C.. ( 4" MAX OPENING) ... 1- I/ I -r-- ' / - I I > DECORATIVE: P05T GAP 1-1/2" SQ. WBULAR STicEL AAILS AT TOP 4 BOTT0"'1 511:>" 5G. WE.lULAR STEEL PIGKETS AT o" O.C.. 3" 5G. TJEIU~ 5TEEc.. POSTS 0 8'-0" O.C.. "'1AXIMUM. --SEE POST CONNECTION E:N~GEMNT ~-TOP OF GAR.AGE Y'IALLJ PODIUM SLAB - _,.---GALVANIZED BOLTS _,.---:l"XY SGH. 40 5TI:EL P05T PAINT TO MATc.H _,,---Y'IELD TO POST ,,---1/4" THIGK GALVANIZED PLATE: _,.---3/8" X 3" BOL.T 5ET V'V SIMPSON ET-SET EPOXY TOPPING SLAB f'OS1' GONNEGI~ l=N~6Me.li NOTl;S, 1. ALL SURFACES TO BE GROUIND SMOOTH. 2. ALL METAL TO BE PAINTED V"IITH' C.OAT OF PRIMER AND 2 COATS OF FAINT SEHl-vL05S BLACK. 3. CONTRA(. TOR TO PF1.0VIOE SHOP ORAl'lll'ivS FOR APPROVAL BY LANDSCAPE A!<.GHITEGT PRIOR TO FAElRIGATION. AT "'OOL AREA, PIGKETS ARE TO BE 4 1/2" O.C. !HAX. 4" AIR GAP). EL!:VATION FDR: LAGOON BREEZE DEVELOPMENT CORPORATION, 7237, SANDERLING COURT, CARLSBAD, CA 92011 PHONE (760) 91B-0012, FAX (760) 91B-1996 GALVANIZED BOLTS~ 6" 5TEEL P05T )t ,/, 3"X3" SCH. 40 ~{ ' STEEL POST ""'~'T" FLAN'E •• .-, PAiNTTOMATGH----•= ~ ~• V'lELD "'."O POST--- 1/4" THIC.K GALVANIZED PLATE--...___ -,-. 3/8" X 3" BOLT 5ET V'V S "'1PSON ET-SET !'::FOXY ~;,-..1"'--'t-~~ \Of'f'ING SLAB-------...:..;-......_,_. --'--~-- MET AL BR.AC.KET l"tELDE:D TO POST ANO ATTACHED -~\ TO C, -C.HANNEL FRAME • 0 I I ' "' I ' ' I 1"Xb" SELECT I CEDAA BOAf<PS EIU, ENDS Tl6HT; .. L 1 ( II l . NI ~(l "' I "' ' ]_ ~ ,. < 4'-o" II []L . . __ 3" SQ. TUBULAR STEEL P05T V'V OECCR.ATIYE POST GAP ,...----1-1/2" 5G. Tl.JBU~ STEEL MIDAAIL AT TOP 4 BOTT0"'1 __ INST ALL KEYED-AGGESS LOC.K ON 1'--.., I OUTSIDE AND THUMB LATGH INSIDE ~;::::: ~ ---..V)jf'7'~;::;:=-;t:;:::5=-=--1-1/2" 5G. WBU~ STI:EL GATE ~ 1;( FRAHE 11, I/ s;e,• sa. rusu~ STEEL PIGl<ETS ~ I 4-1/2" O.C. I I / x / < ::, • N ]J .. "•• .. i/ / ' SEE POST CONNEC.-ION l;1 /' / i ENLAF1.GEMNT / I / Iii ' . .. PAVING PER PLAN TOPPING SL.AB NOTES, 1. ALL SUFI.FACES TO BE GF1.0JND Siv<OOT'<. :.. AL~ "'1ETAL TO BE PAINTED l"tlTH STAIN FINISH- '---'--~-/---<~--+--------_j I \ .. I -I GOAT OF PF1.1"'1EF1. A 'ID 2 COATS OF PAINT. COLOR. TO BE SE>-11-GLOSS BLAC.K. INSTALL 2+EAYY OIJTY 5PR;'IG LOADED HINGES -~ 10" STEEL KIC.K PL.A TE ON PUSH S•DE OF GA TE -A TT AGH FLUSH il'<tTH THE Ff<.Aiv<E OF THE GA TE -~ 3. CONTAAG TOR TO P!<.OVIDE SHOP DF1.Ail'<il'-<GS FOR APPROVAL BY L.AND""cGAPE ARGHITI:C.T PF1.k?R TO FABRIGATk?N. GATE TO BE SELF-GL.OSING AND SELF-LOC.KING. 6'-01 ' TUSUL.A~ eTEEL. GATE ON POi::>IUM L.EVEL. SCALE: 1 /2" = 1 '-0" .KJHN HANNA t ASSOCIA 1£S LANDSCAPE IIRC/tlECT\JRE 44-4 Soutll Cll!ldrcl Awnua, Studio 260 Schma Be,;i,;h, C.ilifcrnio 9207:5 (B5B) 259-1967 fax (656) 259-56515 PRr:-n ..,,r1 BY: JOHN HANNA, R.L.A. R.L.A. NO. 164-8 DATE: __ 3" 5G. Tl.JBU~ a,TEEL P05T E:>'-0" O.C.. MAX / V'V DECOR.A TIVE P05T GAP 1--'ET AL C.-C.HANNEL FRAME METAL BRAGKET l"tELOED / -__ "'1ETAL C.-GHANNEL ff<.Ai-<E TO POST ANO ATTACHED-~ / TO C.-GHANNEL FRAME \ ,,,,. ' SEE SEC. Tk?l'-< A -A AT ;OP OF FENCE X bTONGUE4 ~~E~ I '1 ............. -----FASTEN V'V 6ALVAN,zED Y'IOOO SC.RE:il'<S V ,-.<ETAL FRAME ' • 0 ' I "' ~ ' ::, :-... I ' N :::-1 I ' i i I ! I ' ' ! i ' I I i I ' I ....-- .---t-1"Xb" SELEG-C.EDAA BOAF1.DS BUTT ENDS TIGHT; ::,T AIN FINISH. ' \ i / \ ' / '--+,, SECTION A-A ' ,, ' / ' \ I \ I i SEE SECTION B -B - AT BOTTOM OF FENCE '----..... -L rFS \,-, ~ il'<EEP HOLES; I DRLL o o'-O" o.c. SECTION B-B NOTES, '. ALL SURF AGES TO BE GROUND SMOOTH, 2. ALL METAL TO BE PAIN"'1:D /\llTH ' COAT OF PRIME:R AND 2 COATS OF PANT. COLOR -o BE 56-11-GLOSS BLACK. 3. GON~C..-TOR TO PROvlDE SI-IOP OR.AV'IINGS FOR APPROVAL BY LANDSCAPE AAGHITECT PROR TO FABF1.IGATON. GATE TO BE SELF-CLOSING AND 5ELF-LOGKIN6. Y'!OOi::> FENCE: W MET AL. F~AME ON G~Ai::>E: SCALE: 1 /2" = 1'-0" I I i I ••••• ! JHA SHEET TITLE / DA TE ' HAROSCAPE DETAILS 01-08-07 JHA PROJECT NO. 809 JHA SHEET ~O. L-1.5 A.PPROVED FOR PLANTING AND IRRIG.c\TION ONLY, INCLUDING PRECISE LOC,'\TION OF PL/1,NTING AREi\S. "AS-BUIL 1" PL~NS ·-j------j------ i R[VIEl..'ED BY, :NSP~CT □R i SHEET ii ClTY OF CARLSBAD ! 6 i I PLANNING DEPARTMENT DATE JATE i SHEC:1S I • 3 CRESCENT DEL SOL ESTATES 234 & 236 DATE AVENUE, CARLSBAD, CA. 92008 Ji\ 1-----+----+--------------t ' : ---------f---~, ---+----+-- PLANNING ~EPARTMENT OAlE ! ' INrTI,4.L ENGINEE, OF //0,K REVISION DESCR1PT10N , DATE INITIAL DATE iN!TIAL j CTHER APPROVAL CITY APPROVAL OWN BY: ---:: PROJEC, NC. ii DRAWING NO. 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FOIi: LAGOON BREEZE DEVELOPMENT doRPORATION, 7237, ~ANDERL!Nd dOURT, dAR!SBAD, dA 92011 PHONE (780) 918-0012, FAX (780) 918-1998 s ...L rin ,1 I r PRIVATE RFAR YARD LOT IRRIGATION WORST CONDmON H.OA IRRIGATION WORST CONDITION DESiGN PRESSURE: 59,7 PS! ,,Ar!C PRC:SSvRL VALVE: X/2 GPM: SIZE 11 /4'" Cllit VAl.VE. 11 / 4" SCH <,G MANUNE 1 • SCH 40 PVC LATE.R.<\L. l.,NFS ELEVATiON G.A!N -HJ/A TOTAL SYSTE~ LOSS 1 0% HJii CONT NGf.l,jCY LOSS AVA!i..A8t.f: PRESSU RE" f~ES:':•JAL PSi PS: 7.9 0.8 2.72 .l./2 4.8~j n.o 19.99 JO.OD 49,99 ~i.O 65 PS! ·f 10.0 PS! S!ZE "'/2' I !/2" A/1 GPM: 2J ITEM WATER METER BACKFLOW DEV1Cf.. GAT ;;_· V.AJ.VF.. REMOTE CONTROL VALVE SCH 4-0 PVC lJ,TF.RAL i..!NF..'S ELEVATION GAH'~ ""'-"·.' TQ-AL SYSTEM LOSS !H/~:GA°f!ON HEAD P!~ESSURE 1"QTAL SY$TEY, LOSS 10% f'Of~ CON'T NGENCY LOSS f,.Y,\H.ABLE PRESSURE RESIDUAL PSI 12 .0 1,Q .30 2.64 3.25 L73 .30.00 5<.32 65 P51 .;.. 5.28 PS! 0 II 10 !,G,l-1 P: f' = 10' JHA SHEET TITLE / DA TE IRRIGATION PLAN 01-08-07 :ao JHA PROJECT NO. 809 JHA SHEET NO. L-2.2 APPROVED FOR PLANTING--+-----UIL T" PLANS NOTE: AS-BUil T INFORMATION SHOWN FULL STRENGTH AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING i½,14;~11 DATE IRRIGATION SYSTEM TO BE FROM A POTABLE WATER SUPPLY -DO NOT USE RECIAIMED WATER ~ ~ + As9laA~ ■ ■ ■ ■ ■ ~LNf!SC~:::;~~MCHlEC1111£~~~----ji\ IUNayi\...,..-..1DO ............ ~ aCl'19 (.., --1•1 ,_ (.., ·--- PR[PAR[O BY: JOHN HANNA, R.LA. R.LA. NO. 1648 AREAS. INSPECTOR DATE 1----+--+-------------+---t-----t---i-----il SH8EET I CITY OF CARLSBAD ~3 ~==-====P::::LA=N:::::N:::::IN:::::G::::::::D=E=PA=R=T=M=E=NT===~~===; CRESCENT DEL SOL ESTATES 234 A: 238 DATE AVENUE, dARU3BAD, dA 92008 l-----l---+------------1----i---i-----r------, I APPR01'E?J( Ge, f::\\A "f ·I -II 1-----1--+------------------1---+--t------t-----, '-'P~L~A~N~N~IN::G_::::_:=D_E=P=A=R~T'r=ME'::N::T~~~~~=71~~D~A~TE~~ 'D BY: PROJECT NO. DRAWING NO. DATT: INITIAL DATT: INITIAL DATT: INITIAL CHKD BY PT ON : ---CT05-01 438-4L 0.GINEER OF WORK REVISION DESCRI I □Tfi:R N'PRIIVAL CITY APPROVAL RV',{D BY, 101811 NOTE. BACKFILL rAATERIAL Sf!ALL BE FREE OF RUBBISH, VEGE:.TAfl..E MATTER, FROZE~ W.. TERJALS, AND STONES LARGER THAN 3/8 INCHES !N MAXIMUM DIMEI-.SIONS. PROVIDE NOT LESS THAN 6 lNCHES Of CLEARANCE BETu\'EEN EAC1-I LATERAL .;NE, AND riOT LESS THAN 18 !l'iCHES Of CLEARANCE BE1'NEEN U. TERAL LINES A."lDMAiNS. DR~ LA TEAAL LINE POLYT\JBING LATERAL JNE SLEEVES UNDER ROADS. I" or leSI! in c"ia. · 36" oo~ar Great• Ihm 8" in dia -48" oovar Sdl 8DPVC SLEEVES UNDER PAV:NG ( 1on-roadl ): LP.ss l>lan 3" in dia. -18" r.QVE,r 3" -51 fl' in dia. · 24" cover 6" or ~real8r in dia. · 36" oo·,er Sch 40 PVC r FINSIS GRADE ;,; l ;,; " " ., ~ f< 0 ~ z -w !l w r w w D PRESSJRE SUPPLY LINE CONTROL WIRES ~~---L CLEAN BACKFU NOTE, SLEEVE ALL PIPE AND WIRES UNDER WALKS, DRIVEWAYS, STRUCTURES, WALLS, ETC. EXTEND SLEEVE INTO LANDSCAPE AREA • 2 INC.➔ES MINIMUM BACKFILL MATERIAL SJ-iALL BE FREE~ RUBBISi-4, VEGETABLE MATl'ER, FROZEN MATER,ALS, A.ND STONES LARGER THAN 318 INCHES IN MAXIMUM DIMENSIONS. PROVIDE: NOT LESS Tf-lAN 6 NCHES OF CLEARANCE BET\"IE.Efi, EACH LATERAL LINE, AND NOT LESS THAN 1B INCHES Of CLEARANCE BET\l\i'EEN ~TEP.AL Llr-lES AND MAINS. SLEEVES UNDER ROADS : 6" [lr !cSE in die. -36" oover Gfl:lalur t~.an 6" in dia 43" 00\'III' Set-, 80 PVC SLEEVES UNDER PAVING (~on-roads): CLEAN BACKFILL Less lhan 3" 1n dia. -18" wver 3• • 51 rr in dia. • 2-4" cover 6" or greater in dia. --~6" cxwar Sdi 40 PVC ~ r FINISH SURFACE . . . .. • ~~ SUBGRADE PRESSURE SLPPLY LIi.iE (IN SLEEVE) ~TERALLINE (IN SLEEVE) CLEM BACKFILL '------~~ CONTROlWIRES (JN CONDUIT) NOTES: 1. '.'\'RAP A.LL ThREADS WITH l'EFLON TAPE 2. crnv1PACT SOILS A.ROU~D VALVE aox TO 00% OF ORIGINAL □RY DENSITY 3. FLUSH AL. M.'.l~INE PIPING PRIOR TO :NSTALLING VA.VES. 4. BOXES LOCATED IN PAVED OR VEHICLE TAAFF1C AREAS SHALL BE CONCRETE TRAFFIC BOX WITH \IIETAL LID. FINISS GRADE \ I 10" ROUND PLASTICV.A.LVE BOXWITI-1 LOCKING LID INSTALL 1/2" ABOVE ,:;RADE. 4' -6" DIAMETER PVC PIPE. SLEEVE. 00 '«JT / REST SLEEVE ON MAINLINE PIPE OR FITTINGS 3.14" CRUSHED ROCK/GRAVEL \ \ / l'ISTAL 12"0EEPr-MXIMUM I I \Q FILTER FABRIC \~ GATE VALVE 3" AND SMALLER-l-<A~tAOND#606 ~ PVC ~¥11NLINE. OF! SUB~IN 1--ni--,---""=---~ NOTE. ReftJr lo ;roducl lileralu-e kl< additional 1nslaJaton and adjustment information ? IJ (j) 0 13) 0 0 0 0 0 r (0 '-fs.'l'.:ie 31 'A electric anti·siphon conlrnl val1e Firnltl Grace PVC \fal~ Adapter (typical) PVC Sch~ule 80 pipe 1:typicat) Waterprcofw1re connectors PVC pressure main lir-e ,:iiping Corunon 3nd :ontrnl 1A1,res lo conlrdier !ocafion PVC Schedule 40 ell PVC lateral ine p1pmg NOTES: '. ~USH .AL~ PIPING .JR•OR TO INSTAc._lNG 'vAL\/F 2. 'A'RAP ALL ThREACS WITH :"E~JN TAP'::. ' 1/2 ~o 2 "1-VRAF-'S IAAXIMU\A 3. COMPAC-so11_5 AROUND '>/AL'/[ ]OX TO SC% or:- OR1Gll\iA.L ORY DE\JS1TY 4 .::-TT ~,·3 A"O r-..1PPLES T:J 3E SAME SIZE .A,S ~CV. 5 TA;::,E ,::;EQFA8R!•: -o PIPE \/IPP_ES A.ND 30X. 6 .t\.LL WIRE T:J BE l~STALLEJ AS P'::R _QC.AL COJF. 7 BOX COLOR -GREE"\J IN TU"(c:-A.ND -AN IN ).G A~EA. tl. A.LL WIRE TO BE INS;'ALL.ED & SUPPLIED AS PER L-::X:AL CODE VALVE 1.D. T.A.G \ FiLTER FABR,C \ 30" LINEA~ LE~GT"1 OF WIRE, COil H) (81uNOL l: & 1 AP~ t VU'< 'NA. -ER ?~OOF :ONNE::-Ql'\j (I QC 2) 1 2' V!\LVE BOX WITY CC'v£R 1 /2" ABOVE :;RA::E REMC'E CCNTRCL VALVE. RAIN 81RC, ;>E9 SER :::s (ONE PER BOX) PVC SCH 80 "J:PPLE T:JE (LEr-Gn-AS AS e.:E.Ql.JIRU) PVC SCr< 80 :LL 0 vc SCH 80 =>1PE \ i---------• (1 F\JGTr AS RF,JLiRfD) , ..... , '----BR ::::K C JF 4) \\ \ -~'===:'.s:;:::s;;::::~=~ P.V.C SC.'H, 80 .. N1Pl-'·L·t:. ',JE. \ (~:::~er--AS RE1JU 1 RE'.J) \ TO SPRINKLERS MAiNLINE PIPE \_ {ANGLE W/ 45' ;u S -MAINLINE Fr"::NG 1:sEE IJO":s; TO S~ECIFIED 1JEPTH) PVC SCH. 80 ~IPPLE (c..ENGT'--1 AS ~EQl.JiRED) 4-INC'a MINIMUM DCP.,.H :;r .3/4-INCH WASHEJ GRAVEL 1 o') 'O cc V Ct: 111=1i,=111-lll=1,,= i .,.w-,,-,,_,0_,11,1j .. .! II Ell II 11111 Ii G Hardie -<.v1k Dia, ser·es :JL.tor-10:,c sprinkler cor,tro11er ~£)(ter or Nail mourt) F n ish Grade ~1) (}) 1 /2" UL approved eiectrical cord1.it, ·ir:;i -iut '--J and juncllor. ~ox for 120V AC elec~ricc· power 8· PVC sched.Jle 40 con:~01 wir·e coridu,t. (size :is req.,i•ed) <,--17\ rc' I..J 01 PVC sweep ell :dept'1 ::is cequirec) r ~ 1'6'1 Cort,-ol Hires :a electric vol',eS '-:Y 0 E-:ter'or surface 'or -r,our\ir,g of sp;"rk.le0 con :relier N □-E All elec:rica• work r->t..st conform l:J local codes. :;'efer to prod-..,c: itera:,re 'or addit:or.<J1 ;nsto1 a::o,. -eq1.,iren-erts fJ~ TRENCHING -OPEN AREAS DETAIL V NOT TO SCALE r□s:>'\ TRENCHING -UNDER HARDSCAPE DETAIL \___~ NOT TO SCALE -@c GATE VALVE 3' AND SMALLER DETAIL NOT TO SCALE ,15" ANTISIPHON VALVE "'\I~ NOTTO SCALE .(?',CJ!'; IR,JL 1/A.LVE J=-T.AI \_=.,, NOT TO SCALE WALL MOU\1-EJ CO!'; TROLc..~~ NOT TO SCALC: ~p b0't, 5 OJt" 0 3 G) FINISHED GF<ADE (B PURPLE PLASTIC VALVE BOX (e,•, A>-<ETEK OR EGiJAU (J) 10 PIP~ DIA>-<E-El<S Dl>-<6"SON 'A' @ '5 PiFf: f}IAMCTERS. DIMENSION '6' @ BRICK SUPPORTS @ 1/2 C.F 3/4" CRUSHED GRAVEL © FLOW SENSOR NOTTO SCALE NOTES 6 1 THERE ShALL BE ND c ]T 1 lNGS ~) 4 WA. l:, PROOF CONNECTORS WIRES TO CONTROLE.R FLOW SENSOR NO VALVES, l'<.eDI.ICeRS, CF! EL60f'IIS SHOULD B! lJSEO !H n-115 AREA I" CLEARANCE PVC MAINLINE -Silt:. 10 MATCH FLCW SENSOR PVC MAINLINE · SIZE PER "LAN OR CONNECTIONS BETWEE~ THE ME"E~ AND BACKFLDW ASSE~BL• 2 CONSTRUCT 2' H:GH RE TA1N.NG WALL DN 3 SIDES OF BACKFLOW PREV[~T[R WH[~ INSTAhc[D ON 41 DR GREATER ScOPE JPEN END SHALL BE AT DOWNH[L_ SIDE OF SLOPE .PROVIDE 2' HORIZONTAL CLEARA~CE BE"WEE~ WALL AND BACKFLCW P~EVE~TER 3. DO ~IJT I~S-~LL IN AREA SUBJEC" TO FLOODING, I I I I I ! I I 2 .. 3 3 ~ 1~--,j_,=36~' ~M~AX~, __ I .. 7 3 // &:=-~~~:::./ PUBLIC PRIVATE CONSUMFRS RESPONSIB: I TY --TO BE iNSTALLED PURSUANT TO MUNICIPAL CODE BOOK 14,080'.0,4001-SECS i TITLE 17 or THE CALIFORN:A AuMJNISTRA TIVE CODE J-'---'.ITE=1,t"--a1---~=~-=--c~~..,....,,~C~E""S~CR~IP"""'T-'-c"I0~N---------+~S~P,EC/l2v'&__ 1 ~ETER AND VALVE ( BY DIST':ICT ). 2 TYPE ~ HARD OR TYPE l. HARD COPPER CR BR,~SS RISER. 9 3 COPPlR OR BRASS 90" fl 80',i < SOL DE, J □li.-NciT'i,S~O"R'--. •. c;_R"'E""A"D"E~J~F7[~TT~l~~.,i._S~)--~-I 4 COPPE, OR BRASS NIPPLE 5 BRASS UNI □N. 1---6c--+-~A~P~PROV~E~D~B~A~C~K~F~L~J~l,l~P~R~E~V~E~N~T~E~.R ASSEMBLY, 7 CONCRETE THRUST BLOCK 8 METER BOX < BY DISTRICT ), :;:~v IAPPROVE~ DATE i I CARLSBAD MUNICIPAL WATER DISTRICT 2 INCH AND UNDER BACKFLOW INSTALLATION ~ REDUCED PRESSURE B.F. \_!!_!} NOTTOSCALE CITY ENGJNllR DATE SCANDARD DWG. NO. w 2 0 I 'fl'ALKOR I CURB ~·1 • • • /1.H-~ POP-UP SPRAY "-~ ,ono SCALE FlN1S11 GRADE MARLEX STREET ELL -SCH 80 PVC NIPPLE TREADED son, ENDS MARLEX STREET EL~ 8" =11II''~··· i I I " =II= --'' -- SHRUB SPRAY HEAD SCH. 80 PVC NIPPLE THREAJED BOTH ENDS FG PVC STREET EL. -------~1ARLO: STREET Ell ----------PVC LATEAAL U~ PVC LA TERAl .. :NE F'TTING (DI SHRUB SPRAY NOTTO SCALE 4' GRATE iCOLOR TO MATCH MULCH) PRESSJRE COMPENSATIN~ □c8BL~R ---HL;N.,.ER PCB-50 ~.,.OP OF 3UBBLE~ 3" FROM B0110N Of G~Aff) FINISH GRACE CLEM WASHED PEA GRAVEL TO -------------1' FROM BOTTON OF BUBBLER ---------4' PERFORATED DRAIN PIPE, EXTEND 12" BELOW ::-!NISH GRADE. k -----------------PVC SCH 80 NIPPI_E (12' MIN.) D -------------------PVC SCH. 40 ELL TxT __-MARLEX SCH. 40 STHEET ELL ----~ PVCSCH.80fl.lPPLE -,,,.._ ----~--------------(6' Ml~.) ~ t o.W:.:1----~--L~-~JJ~-~~:~c-" ~ --------------~-MARLEX SCH 40 SlRE..E:_. ELL ~OE 1NS-A,_L 2 EACH BUBBLERS LNIF ORML Y SO RACED AROLJ~J ,REES 3' FRCM TRls~K ' ~ PVC SCH, 40 TEE OR ELL PVC LATERAL P~E -(N'i TREE BUBBLER DETAIL -TURF ~ NOT TO SCALE FOR: LAGOON BREEZE DEVELOPMENT CORPORATION, 7237, SANDERLlNG COLHT, CARLSBAD, CA 92011 PHONE (760) 918-0012, FAX (760) 918-1996 4.f'rRovrn VALVE 30X SIZE AS RE.Ql.,iRE:.O BRASS OR COP"'ER NIPPLE & UNIO'\J PVC MALE ADAPER TYP, 2 ,:•wo) PLACES / APPROVED l"/ATERPRQQi=" / CONNl:.C I OKS / I EX?ANS1CN _QC-' I I I I ., N TURF AREAS / i / 2" N SHRJB AR~A.S C----~+--1 ~.~ 12" MAX, ~----¾--- ~OTES: 1. PLACE t'EA GRAVEL PRIOR TQ l",STALLATION OF VALVE [.lQI(_ 2. PLACE BOXES A~ RIGHT ANGLES ~o 11AFWSCAP:C: UR i"il'WC·.Jc\!::.S 3. ~IPE Jr'S:~!:.A~ JF VALVE ASSE"18LY 15 ;:;:QL;/.L l\j J1AME"'"ER TC )CWNS-~E!\vl PIF:~G Of VALVE ASSEI.JBLY =-~l::CESSARY. ADD "?EDUCE-3US1•1NG TO 3R·NG ;,1p NG OlAMETER TO VALVE SiZ:: 4 MASTER VA ... Vf;..S 4" Ar\D LARGE~ ro BE PROV JEJ WITH 1 /2M STAJr--.LESS STE[_ --osE CLAr,.t~. 3 REQUIRED = NISr< ::;RACE P[A GRAVE:_. 2 CGBIC FEET MIN. BRASS 90 QEGREE ELL PRESS..JRE SUPPLY ,Jl~E 13KASS :JO Qt:GREE / STRF0 Fl, #4 f~U3AR S~AKE 36" LONG/ f<,iQTE· QlJICI<'. CO.JPL,f•,G VAJ. VE TOP JF ,1Al.VE SHALL BE 2" :IELDW VALVE 90X COVlR '' IN TURF AR::AS 2" IN Sf.RL,8 AREAS BRASS ::)R :OP0 £R Nlf-'f-'UC. _LNGrH AS REQUH~D ~(~~ =2 I / ! PRESSl,R[ _JNE ='T"!NG / BRASS 90 DEGRE:C: STRl::E"'" EL~ I I I 3RASS JR :oporn '-!PPL[ _ENG.,.r< ~.S ~Equ,i;,EcJ _OCATE CONTROL 1/A.LVES ALO"JG 3ARAGE SIDE OF f-OUSE SIDE YARD GATE ~------LOCA rE VALVES = Z FROM GA rE SWING RAO I US. (GA~GE SIDE OF HOUSE) ~---HOUSESUPPLYSHLTOFFVM.VE II ~--HOSE 8 B (Sf:E ARCH. PLANS) / I I I r--MAINLINE TO LANDSCAPE IRRKSATION II I I ~ HOUSE SUPPL y LINE I I I I I I I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I I ' I I / I / I I II ~---FINISHGRADE I / GAIEVALVETQ:SQLArE I. I I I IRRIGATION SYSTEM. I I I / / :uNESIZEI / / I , rK)LJSE WATER ~1El'ER ~-"""-i~_L/ .. ,., ~ -1 )----11 l~ll 1 ~I< 1 !!vH~►e[ --, / X FLANGED CONNECTIONS 1N u;:;:u Of UNIONS PLACE P[A 3r\AV[~ P~IOR ~c 1NS~ALLAT Or.J 0~ \/ALVI:. t:IOX lJ, L]::::::,::_-.J========'===< f'=====f fl\ MASTER VALVE ~v NOT TO SCALE JOHN HANNA t ASSOC\A 1£S LANDSCAPE ARCH11£CTURE 444 South CDdrol AV11nue, Studlc;i 260 Solnno Booe~, Colifor"in 92075 (B5B) 2ss-19e1 fwl: (a58) 259-56515 PRfP ARfO BY: JOHN HANNA, R.l.A. R.l.A. NO. 1648 LEGEND 1 TORC WIRELESS RM.t SENSOR MODEL ~O "'."WRFS REFER TO PlAN FOR SENSOR ,_OCAT!ON 2. ADJUSTABLE lv10UNTING BRACKET ~ QUICK COUPLER ·7 --------------------\I.Y '<OTTO SCA.E w I I / 3. WOOD SCREW 4. WOOD FENCE BUILD'NG EVE 5. ANTaJNA ,_J / 4 f----~e" DATE: / I I MOUNT SENSOR VERTIC.A.LLY AVOID PLACEMENT UNC£R EVE OR TREE ::ANOPY .. OCATE WITHIN 300 FEET -JF SEt-.SOR RECEIVER /I.ND CO"ITROLlER 0 SECTION/ELEVA ~ICN V I NOTES: ' :NSTJ\LLATIQN TO BE COMPLETED l"J ACCORD.ANGE W Tu ~1ANUFACTURERS SPECIFICA TI0"-18 2. 00 '40T SCALE DRAV'IINGS. 3 CONTRACTORS NOTE FOR PRODUCT AND CQMPA.NY INFGRMA TION VISIT "'"'w CADdeta:ls ccimi1nfo REFERENCE "JUMBER 065-255b J"Q~I RAIN SENSOR \...::.,,,' NOT TO SCALE ,------,---~----------- • • • ■ • Ji\ t OAT£ :N:TIAL : C\J GINE[R JF WORK ~~· TYPICAL HOUSE CONNECTION \__',./ NOTTO SCAcE _,-,-------LOW VOLTAGE w;AES. 3 !,llJilMIJM '-G 1 -=----:Rc,s,~co,~_c_ro_, __ _ ~iL -_t ;IY~~- io~:;;r::,~WISTWHES fOR PROPER / / CRIMF COFPER SLC::::VE !~TALL.CD / WITH RECOMME~JEJ TOOL CONNl:.CJOR NSUfT NOTE FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY -(p·~ WIRE SPLICE '-.:.__/ ~OTTO SCALE 1\PPROVED FOR PLANTING .t\ND IRRIG.t\TIOK ONLY, IKCLUDING PRECISE LOCA.TION OF PL1\NTINC AREAS. JHA SHEET TITLE / DATE IRRIG. DETAILS 01-08-07 lNSP~C TJR JHA PROJECT NO" 809 DAT[ i SHEEf"l ! I 9 : CITY OF CARLSBAD L J· P~A~NING DEPARTMFNT CRESCENT DEL SOL ESTATES 234 & 236 DATE AVENUE, CARLSBAD, CA. 92008 I PLANNING DEPARTMENT I r,'MN gv. I_, ' , • _D_A_T_E_~IN_rn_AL_1_D_A_TE_-I_N_IT_IA_l_ 1 1 CH KD 8 Y: __ _ I RV'..'D BY, PROJECT NO" CTOS-01 DRAWING NO. 438-4L OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS 1. Irrigation plan is diagrammatic. Irrigation design assumes no deviation in grading, paving and/or planting plan layout from actual field conditions. All new irrigation equipment shall be located in planting areas only unless noted otherwise. All new equipment shall be installed as shown in the details and as noted in these specifications. Contractor shall be responsible for reviewing planting and irrigation plan layout against actual graded field conditions prior to commencement of work. Any deviations in actual field conditions from those shown on irrigation plan shall be brought to the attention of the Landscape Architect prior to commencement of Work. Contractor shall be responsible for the cost of replacing and/or modifying any irrigation equipment installed where field conditions differ from those shown on planting and/or irrigation plans when said installation has not been approved in advance by Owner or Landscape Architect. 2. Contractor shall keep the premises clean and free of excess equipment, materials and rubbish incidental to work covered under this section. 3. PVC Specifications: A. All risers shall be P.V.C. Schedule 80. B. All pipe fittings shall be P.V.C. Schedule 4-0. C. All mainline pipe 1-1/2" or less shall be P.V.C. Schedule 40; D. All lateral pipe shall be P.V.C. Class 200. E. All sleeves below non-vehicular paving shall be PVC Schedule 40. F. All sleeves below vehicular paving shall be PVC Schedule 80. G. Copper pipe and fittings shall be Type K copper with recessed solder joint type fittings. 4. Backflow prevention devices shall be located as indicated on the irrigation plan. Installation shall conform to local governing codes and regulations and manufacturer specifications. Backflow preventer shall be installed a minimum of twelve inches (12') above grade or highest head on cir cu it. 5. Contractor shall install pressure regulator at point of connection, if required, to provide correct operating pressure to heads on each circuit if static pressure is found to exceed BO psi. Pressure regulator shall be installed on mainline immediately after ball valve or before first tee for first valve manifold. Pressure regulator shall be installed in round valve box per legend. Contractor shall provide a bid alternate cost for installation of pressure regulator. Note: pressure regulator shall be installed on irrigation mainline and not on house service line. 6. Contractor shall adjust all pressure regulators and flow at valves to provide correct operating volume and pressure to heads on each circuit. 7. Contractor shall install new controller. New automatic controller shall be size and type as noted and installed as indicated on irrigation plan or where directed by Owner. Controller shall be installed per manufacturer's instructions. Control wires shall be sleeved in electrical conduit, using sweep ells, from controller interior to eighteen inches (1 B") below grade. Owner shall provide 110-volt service to controller. Fina! location for the installation of the new automatic controller shall be verified in the field by the Owner's authorized representative. 8. Wire Specifications: A. Contractor shall install new wire from controller to valves. All new wire shall be 14-gauge ANG-UF, direct burial type. A different color shall be provided for each valve station including extra wire. Common wire shall be white. Wire runs are to be continuous from controller to valve with splices at valves only. Splices and connections shall be made with pan-lite connectors or equivalent and shall be placed in valve box. B. All wires shall be installed with twelve inches (12") of excess wire (coiled) at the end of each wire run and at ninety degree changes in direction. C. Control wire shall be laid eighteen inches (18") deep. Control wire shall be bundled and placed beneath mainline where possible, taped to mainline at ten feet (10') on center. D. One (1) additional control wire shall be run to each valve manifold. Wire shall be bundled, taped, and placed in control valve box. E. Contractor is to provide an additional common wire to the end of the mainline run in two directions from the controller. Wire shall be bundled, taped, and placed in control valve box. 9. All automatic control valves shall be of size and type noted in legend. Valve manifold shall be connected off of a single tee on the mainline except at the end of the mainline run. Valves shall be set a minimum of eight inches (8'') apart to allow servicing. Valve shall be tagged with controller letter and valve number permanently marked on plastic tag. 1 o. One (1) valve shall be installed in each box. Valve boxes shall be rectangular and shall be located within shrub planter beds (wherever possible) and shall be set flush with the mow curb, or a minimum of twelve inches (12'1 away from any other hardscape or structure. Valve box shall be large enough to accommodate servicing vaives. 11. All pressure mainlines shall be eighteen inches (18") deep and all PVC laterals shall be twelve inches (12") deep. [Note: In hard dig conditions requiring a jackhammer, mainline shall be twelve inches (12") deep and laterals shall be six inches (6") deep. Backfill in hard dig conditions shall be sand to two inches (2") above and below pipe]. Trench backfill shall be free of any material that may damage irrigation pipe or equipment including rocks in excess of one inch (1") in diameter. In the event of backfill settlement, Contractor shall perform required repairs at his own cost. 12. Design assumes use of one-inch (1 ") water meter and point of connection at one-inch (1 ") service line. Contractor shall verify location of service line and meter diameter prior to commencement of work. Contractor shall contact Landscape Architect if these do not meet requirements noted above. 13. All mainline, wiring and lateral lines shall be sleeved with PVC Schedule 80 (when below vehicuar paving) and PVC Schedule 40 (when below non-vehicular paving) two and one half (2-1/2) times the diameter of the sleeved line where it passes under paved areas or through walls. (See Sleeving Detail). Contractor shall locate existing sleeves under existing concrete. Irrigation Contractor shall coordinate with Concrete and A.G. Paving Contractor to ensure all sleeving is set prior to concrete pours and asphalt placement. Contractor is to locate and utilize existing sleeves under driveway and streets, if available. Under no circumstances shall new irrigation lines be installed under asphalt or concrete without sleeving. Trench shall be backfilled with road base compacted to 90% density. 14. 15. 16. 17. 18. 19. 20. 21. 22. All spray heads are to be located a minimum of eight inches (8") away from any building wall or structure and a minimum of four inches (4") away from walks and drives. All rotors are to be installed 12" from walks, walls or drives or any hardscape or structure. Contractor shall relocate all existing risers that do not meet this minimum setback requirement. All heads are to be installed with the nozzles, screens and arcs shown on the plans unless radius or arc is inappropriate for size and space irrigated. Contractor shall provide correct nozzles and arcs for actual areas irrigated to achieve 100% coverage. Check valves shal I be used where indicated and wherever necessary to prevent water flow from lower elevation heads when system is turned off. Prior to backfilling irrigation trenches, the following procedures shall be implemented: A. All mainlines in the system shall be capped and pressure tested at 125 psi for a period of four (4) hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. B. All laterals shall be pressure tested at design pressure for one (1) hour. C. Contractor shall not allow nor cause any of his work to be covered until it has been inspected, tested and approved by the builder/Owner's authorized representative. Irrigation Contractor shall adjust all heads and nozzles, including existing heads, to provide even coverage to all planter areas and to keep spray off buildings, walkways, walls and drives. All heads are to be adjusted to prevent overspray onto buildings, walls, fences and hardscape. This includes, but is 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. When installation of the irrigation system is completed and prior to planting, the Contractor, in the presence of the Builder/Owner's authorized representative, shall perform a coverage test of water afforded all planting areas to ensure it is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage at his own cost. Contractor shall furnish to Owner a complete "As Built' drawing of new and existing equipment installed showing exact size, type, and dimensioned locations of the following items: A. Point of Connection B. Backfiow Preventers C. Ball Valves D. Control Valves E. Controllers F. Mainline G. Controller Wire H. Sleeving The "As Built' drawing shall be prepared on sepia, mylar or vellum and Contractor shall provide two prints, along with original, to Owner. Contractor shall also provide a reduced "As Built" drawing (maximum t tx17 size), color-coded, showing areas irrigated by each station. This plan shall be encased in plastic upon Owner's approval of drawing. Contractor shall also provide irrigation programming chart. These are to be delivered on or before final inspection. Irrigation Contractor shall maintain the system for a period of sixty (60) days upon Owner acceptance of construction completion and shall water as required to establish new plant material. Contractor shall provide controller keys and manuals, and an additional quantity of six of each nozzle type used to Owner at turnover. Irrigation Contractor shall guarantee in writing the entire newly installed irrigation system to be free of defects in workmanship and materials for a period of one (1) year from final acceptance by Owner. FOR, LAGOON BREEZE DEVELOPMENT CORPORATION, 7237, SANDERLlNG COURT, CARLSBAD, CA 92011 PHONE (760) 918-0012. FAX (760) 918-1996 f IRRIGATION OPERATION 1. This section is provided as a requirement for maintenance during the establishment period and as a recommendation for future continued maintenance. 2. Irrigation is to be maintained and operated in such a manner as to prevent water from collecting on or running across concrete or asphalt or from overspraying onto buildings, fences, walls or other hardscape features. 3. Where landscape irrigation is required adjacent to buildings, the subgrade soils shall be maintained in a moist but not saturated state. 4. Maintenance Contractor shall be required to have available and use a soil tube or probe to frequently check soil moisture before and after operation of the irrigation system to evaluate the necessity for irrigation scheduling adjustments. Contractor shall adjust system timing and coverage patterns on an ongoing basis to compensate for reduced water requirements as plants mature and pattern deflection as plants grow. 5. Maintenance Contractor shall be required to frequently test the irrigation system to ensure that all heads operate correctly and that no breaks or leaks exist. The Maintenance Contractor shall not permit the irrigation system to operate with broken equipment. Repairs to the system shall be made with originally specified materials in accordance with the Landscape Architect's plans to ensure proper coverage and pressure within the irrigation system. Failure to match originally specified materials may result in an inoperable system with significant water waste. 1\PPROVED FOR PL1\NTING .AND IRRIGATION ONLY, INCLUDING PRECISE LOCl\TION OF PL1\NTING AI~EAS. JHA Sf1EET TITLE / DATE I IRRIG. SPECIFICATIONS 01-08--0 7 "AS-BUIL T 11 R[V!EwED BY INSPEC 0 □R LHA PR0JEC7 NO 809 -------- JHA SHEET NO. L-2.4 '------~ Pl ANS DATE D~TE ------------+----+---+---+---i SHEET ii I 10 11 CITY OF CARLSBAD i LHEETS I JOHN HANNA t ASSOCIA JES LANDSCAPE ARCHllECTURE DATE: • • • • • Ji\ f---+----1-----------------+---+---~ DATE I ·Nrn~L--f E~GINEER OF WORK i RFVISl81\ DFSC ,IPTl81\ DATE 1NITIAL 1 OTHER APPROVAL DATE INITIAL CITY APPROVAL Pl ANNING DE 0 ARTMENT I • 3 CRESCENT DEL SOL ESTATES 234 & 238 DATE AVE:',1..iE, CARLSBAD, CA. 92006 I l APP~.;er t.r-~kit I PLANNING~DEPARTMENT lr;1A1r..1 BV• II 1~n,l . --- 1 CHKD BY: __ _ I RVl.'D BY, PROJECT NO. 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SP.-PINK FL0Y'iEP-ING C.l~INA 15 C:>AL e LIM0~IUM GA!..IFO~k::.t.JM -STATIC-E 5 6"1-. 101 2 ; • • n 20 4 • 2 10 • s .. ; 11 4 .. • • • 4 • 26 4 5 22 5 4 \ ' \ / / \ \ \ \\.___·-""'.I. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I UNIT ~-6 FF. 41.0 -Jxl n UNIT ~-A FF. 41.0 UNIT !5 FF. 41.0 PL I lrYI I / '··•,.,_ ~ lff~ll ·,~~ Hf g UNIT 4 FF. 41.0 ,/./ / / // ,,Ji// / "~ ---------------- --==--~---------7 UNITS FF. 41.0 C_ I I I I I I I I I I L ___________ _ "8",// PG PG Gf<.OIJNDCOYEr<. 5YHOOL BOTANlc.Al NAME -CCr--11-10N NAME HEJv1L,l>,RtA R.~ENS 6REEN c:.ARPET -FR.OM 50D PE.!.ARG<JNIUM X HOR.TORJJM -ZONAL <S-ERANIIJM L.. YSIMAC.HtA NUMMVIJ.R-1.A -MONEY" IVRT RO=-A -N-16~ AND R.El? 6ROI.JNDO\/El't ROSE Ml'A:D PeRENNIALS C:,EAANIVM INGANUM -5\/IZ,AR PU.JM (;>ERAN1UM MIN. 9" DEEP LA'Y'ER OF MEDIUM GAAD!:: REDr,000 6ARK MLJLC-H (IN;,T,..LU:D Qt-I ALL NON-TURF Pt--,1.NTtN6 ~) FLATS AT 12" O.C. FLATS AT 12" O.C. FLATS AT 12" O.C.. FLATS AT 12" O.C.. FLATS AT 12" O.C.. FLATS AT 12" O.C.. FLATS AT 12'" O.C.. FLATS AT 12'' 0.G. FLATS AT 12" O.C.. POTTERY LEGEND Df:5C..RJPTIO)',t 0 MIXED 5LICGIJL.a,,ra ow.NTITY FOR: LAGOON BREEZE DEVELOPMENT dORPORATION, 7237, SANDERLlNd COURT, dARI$BAD, CA 92011 PHONE (760) 918-0012, FAX (760) 918-1996 NOTES 1. UPON COMPLETION OF ALL FINE G~ING l"IQRK AND 5011.. PREPARATION. PERFORM f"IEf:D CONTROL MEASURES AS FOLl.Ot'IS: A. IRRIGATE ALL AREAS DESIGNATED TO 6E PL.ANTED FOR A MINIMLIM OF 10 MINU"T'5 PER 5ETTING, TV'IO !:iETTIN-75 PER. DAY Fart SEYEN DAYS TO '7ERMINATe ALL l"£EP SEED POS516U:. B. APPLY A C.ONTAc.T r"ffD KILLER AND ALLOl"I 51.iFFIG-IENT TIME TO OSTAIN COMPL.ETE Kll..L OF ALL l"£EDS bERMINATED. C.. FtEPEAT STEP A AEIOVe. D. REF'eAT STEP 6 ~ 2. THE RESULTS ANO R.EGCMMENPATIONS OF THE SOil.. TESTING SHALL Be: SLISMITTEO TO AND APPRO'vED 6'r' THE CIT'T'. THI:'. APPR.0-VEO R.ECOM'MEN0ATIONS FOFt. AMENOMEN.TS AND BAC.KFILJ.. SHALL. fle: INC.ORP0AATED INTO TI-IE lJ'.NDSGAPE PLANS PRIOR. TO THE STAAT OF CONSn-:J.JC,TION AND 5HALL SECOME PAAT OF THE ~ED PL.ANS. 3. C.ONTRAC-TOFt TO CONTAGT LANDSC,APE ARGHITEGT PR!Ort TO SE1$INNING LAND5GAFf l"IORI< SO THAT THE LANDSGAPe' ARc.HITEGT CAN R.E\IIEY't THI:'. PR.0.JECT lJTILllY LOCATIONS AND R.eYISf PLANS ACGORDINbLY TO FULL'T' ¼REEN ALI.. UTILITIES. 4. A MINIMIJM Of 3" OF 0fc.6ANIC HLJLOI 51-\,l,LL BE ADDED IN NON-TIJRF PLANTIN6 AREAS V'tlTH SLOPES LESS STEEP THAN 9,1 TO COVEFt THI! Si::>!. SLJRFAQ: COMPL.Efa-'T'. SLOPES &,1 OR. STEEPER REQUIRING ER.09>10N CONTROL MEASURES AS 5PEG-IFIEO HEREIN SHA!..!.. BE TREATED io"IITH ONE OR HOR.E 01" THE FOL.~N6 PV,.NTIN6' STAN.DAADS, 5TANDARD #1 -C.OVER ~ / R.EINFORC-ED S,Tf<:.Al"j MATTINIS-: C.OVER. G.R0P 5HAll.. BE A SEED MLX lYPIGALL 'T' 1-1ADE UP OF GUIC-K GERHIN.A.TIN6 AND FAST WVERING 6AAS5ES, C.LO\IERS, AND OR ~IL.D F~S. 51J6Jv1IT THE SPEGIFIC, SEED MIX FOR C,11Y APP'R.OVAJ.. PRIOR TO N'PLIGATION. THI:'. C.OVEFt ~OP SHALL. 6c APPLIED AT A AATe AND MANNER SLJFFIC-IENT TO ~IDf: "!096 COVER.A6E NTHlN TI-\IRT'T' (SO) DA'T'S. TYPE OF REINFORc.EO ST'RAY'l MATTING-5HAU.. SE AS APPROVED S'T' 1r,E C,JT'r' AN.D STAKED TO THE: SLOPE; AS ~MENDED BY THE MANUF>GTIJRE'.R. REINF0Rc.E:0 STRAl-1 MATTIN6 SHAJ..L Be R.eGUIRE.D l"'lHEN PL.ANTIN6 OC.CURS ~ AUGUST 15 AND APRIL 15. If THE LANDSCAPING l",ll..L BE INS'fALLEO 0IJTS!DE OF THI:'. AUGUST 15 AND APR.IL 15 TIME ~!OD. THI:'. COVER. GR.OP OFt. REINFORCED STRAYt MATTING MA'T' Bt: LISED. 9>TANDARD "2 -GROUND COVER ONE 1-sUNDRED (100%) PERC,ENT OF THE AREA SHAW.. 6f PLANTED NTH A G~UNO GOVER t<.NOJrt,,1 TO HAVE EXGEI..LENT !;,OIL 6INDING Gi-WV.c;:rERISTIC-S PLANTED FROM A MINIMUM 5IZf Of FV-TTED MATERIAL AND 5PAC..ED ~O,.,,IDf FULL COVERAGI:'. l'ilTHIN ONI:'. YEAR. 5TAND>-.RO 113 -l.0¥1 5HRIJ6S LOl"I SPREADING ~D'f SHR.IJBS PLANl"ED FR0t-1 A MlNIMIJM Of 2-3/4" LINERS 5HALL COVER A MINIMUM OF 5EVENT'T' (10%) PEii.GENT OP' THI!: SLOPE l"AC-1:: AT MAT\;RI:'. SlzE.. ~ HAf,flA + ASSOCIA 1[S LANDSCAPE ARolil[Cl\JRE 17~ S•ollowtol Rood ( EncTnltos, Col1fon1la 92024 (858) 259-1987 fox (858) 259-5658 PREPARED BY: JOHN HANNA, R.L.A. R.L.A. NO. 164B ■ ■ ■ ■ ■ Ji\ DATE: C,O Hf ' ' i UNIT 2 FF. 41.0 " '"i~MATcHwN·e-~'eeeeHeef C-e.i""'m, .. STANDAf<.D, 114 -TREES AND Of' !.ARbE SHRIJBS TRe:ES ANi:,; OR I..ARO'E SHRUSS SHALL 6E PLANTED FROM A MINIMUM OR 1 GALLON CONTAlNE!i.S AT A MINIMUM ~TE OF' ONI:'. (1) PER Tl"IO HUNDRED (200) SG!JARE FE!IT- SLOF'ES &) OR 5 TEEPER AND: A. 3' dR LESS IN VERTlc.AL. HEI6HT AND ARE AO..v.c-ENT TO PUBLIC. v--.A!..KS OR ::>TFtEETS REQUIRE AT MINIMUM ::0TtE1ARD 111. 13. 3'-'JN YE.Fi.Tic.Al HEIGHT REQUIRE STANDARDS 1,2 AND 3. C. IN OF El IN YERTICAL HEIGHT REG!JIRE STANDARDS 1, 2, 9 ANO 4. r I I ~I Ir •· C - 0 5 10 eG,ALI:: 1 " = 1 O' ~~ ~*A~/~;;: ~E 6~1t~lJ~~~!~6~~ c.ROP} r'IITH TEHPO~'T' IRRl6ATION A. 5H$IT GRADED PAOS NOf 5CHEDUL.ED FOR IMPROVEMENTS V"ilTHIN 6 MON-:-i.s OF COMPLETION Of ~LK,H ;GRADING. ~ PO TtAJ.. ER.05ION PR.06LEM A5 DETERMINED 6'1" THI:'. C.11Y. C._ ID TIFIE.D BY THE Cl1Y AS HIGHL 'T' Yl5I6Lf: AR.e:AS TO THE PUBLIC Oft HAVE ::>Pe:CJAL GONDITIONS THAT · NT IMHEO!ATE TREATMENT. Irrigation As-Built: Irrigation was installed per plan. EN INEER'S SIGNATURE AP ROVED I ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. JHA SHEET TITLE / DATE AS-BUILT PLANTING PLAN 06-10-2011 11 AS-BUIL T11 -:"~(,\ \:k,..,),'.~ INSPECTOR 20 NO~TH JHA PROJECT NO. 809 JHA SHEET NO. L-3.1 PLANS ~.1!211 DATE DATE fsHwl CITY OF CARLSBAD fsREilll l-+--+----+-----------------l---+--+---+---~ l__22__j PLANNING DEPARTl-1ENT ~ DATE 1N111AL DATE INITIAL DATE 1N111AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~="==============::::'....::::=~ CRESCENT DEL SOL ESTATES 234 & 238 DATE AVENUE, dARI$BAD, CA. 92008 PLANNING DEPAR D N BY: CHKD BY: __ _ RV\,'D BY, PROJECT NO. CT05-01 '1-1·\1 DATE DRAWING NO. 438-4L -- f;HEl!T 1.-3.1 :!>He:!T 1.-3.2 a d I -_]' KeY MAP NOT TO SCAL.e PLANT LEGEND TRE.E5 OOTANlc.M. NAM!: -C,0)-,lMQN NAMe!: Q MONIO Fl.EXC<:>OA 'AFTER DARK' • PIJRFLE PEFPESMINr lREE G -Tl/· X 1-IMl'W -·~y -· (OfANDAAD/ Q <-ITI<UO OF.-D"-""f ORAN<>E TREE n c..lTR!.>S !:IP.-D~f TANG-ERIN!!!! TREf!: \.V Q C.PANIOPOIO ANAGAADIOIDE5 • <OAAIW!"l'OOO Q HOi'V< FOROTeRC'<NA -<ENT" PALM Q KA<>NOLA <SRANDIFLOAA UTTL! <>E>-1' • DJ-'W'-1' 00\/THERN MA<SN~ Q PODOC.>,,Rf'tJS 6R,l,G.ILIOR -FER'! PINI! .. Q OYAORIJO """1ANZOFFC'<NUM • QIASEN PALM Q RAYENEA SWUL>,RIO -MA.JEOTY PALM AEONIUM 'SLJN!3UR5r -AEON!UM AGAPANTHLIS 'QJ~ ANNI:' -Lll.:"f' OF THI:. Nlt..e: AGAve Af,j~ -ca,. TURY PLANT AGAVE AT"ENTUATA -FOXTAIL AGAVJ!; AG,We VILKORIANA -OG-TOPUS ACS.Ave ANlc:,OZANrHOS Ft.AVID\..IS 'BIG ~00' -TALL KAN6AAOO PJi.l,"( ANIIS-OZANTHOS GABRIEl._.li,E -Oi"\.ARF !<AN6AROO PAI"! 5I.ze: QIJANTITY (Wl-11..ESS NOTEP) 24" oox 5 24" 00.X 3 15 5AL. 3 15 !SAL. 24" 00.X 1S GAL. 3 24" SOX 2 24" 00)( 21 24" oox 3 SIZE GUANTllY (UNU:SS. NOTE:D) !5 <SAL. 101 2 , • • ,, ARG,!O;>TAPH'r1..0S DEN51FLORA 'HOl"IARV MG-MINN' -~ 1-'GHINN MMZANrrA 6,4,L. 4 ASPU;NIUM BIJl..6IffRIJM -MOTHER FERN B,A,M6l.15A 1-ll.JL TIPLEX 'ALPHONSE! ~• -AL.Pl-IONS! !<AAA GA!.l.I5T&!ON c.t7~JNU5 'LITTLE .JOHN'-DY'IARF 60TTLEBRIJ5H STRE..ffZlA REGINAE-6IRD Of FARADl5E 56AL. SGAL. 56AL. 56AL. 5 GAL. GOPRQSJ,,!A REFEN5 'PINK SPLENDOR'-PINI< ;,PLENDOR MIRR.Of' Ft..ANT 5 ,S,1,L. ~:--IA REFENS TEGIJ!L..,t, 5UNft!5e-TEGI.JIL..,t, SIJNrtl~ J,,llrtROrt PLANT !5 ,S,i,L. GYCAS RE'VOl..UT,I, -~ FAU-1 DIANELLA "!"A5MANIGA YAAIECS,i,T,i,' -YAAIE:6ATED FLAX LILY F~ FOE:TIDA '};1ED!O-PIGTA' -YAAIEGATED 6P.AZILLAIN ALOE ,$~ILLeA X 'NO[:LL' -NOELL <SREV'ILLE.ll IMPATIENS l"l.,O,.LL~INA -TOIJGH Mi:: ~015 5 GAL. !5 6AL. 5 6,1,L. SG,t,,L. LAYA.-.DU!.A ;>Toe:c,HAS 'OTTO QIJES.r -OTTO GIL!l:5T SPANl5fol LAVENDER 5 6AL. TRAGHE'LOSPERHUM JA;,J,,IINO!DES -S,T.-6.f{ .JAS,1.,HNE NANDINA OOMESTIGA 'G-UI..F S.TREAM" -r+EA.YENLY BAl-1600 OI-~ E:UROPAE,Jr,, 'MONTAA' -LITTLe: OI-LIE: D~ OLIVE os.MANTHL>5 HeTf.li!.OPH11...L.iJS c;.c:,sJ,,IKI' -G-05!-,IKI FALSE HOLLY PHILODENDR.ON Sl:U.OJM 'UJNDlr -SPLIT LEAF PHILODEN~ON PHILODENDP!.ON 'XAN,1,0!J' -01'\AF.F SPLIT LEAF f'HILOD!;N~N PHOE:NI)( F.OE6ELENN -f'YiSJ,,tY DATE PALM PHOR.MIUM TENAX 'BF.ONZe 6AB.,,.--D~ NS-, zE,AJ,..,A.ND FLAX PHORl-1IUM TENA>(. 'Dl"\ARP .J!;.STEFt'-Dl"JARP NEf'lj ZEN.AND FL.AX Pf-lQRl,,,IIUM TENA><. 'TRICOLOR'-NEl-'II ~ FLAX PITT05PORUM TEN.JIFOLIUl-f 'SILVeR. SHeeN' -S,ILYeR. SoHEl:N l<'.OHUHU RHAPHIOLEPIS INDICA 'SAW£RINA' -IND:.-\ hAl"IITHORN R.HAPHIOLEPIS JNDIGA ~• -INDIA HN"ITHORN FtOS.-. FLORl6UNDA -ROSE SGHEFFL.EAA AASOR.ICOLA -HAl-".AIJAN ELF SG.t-lEfF~ Gl1RJN,lr, SP.• PINK FL.Or'£R.INCS GITRIN.A LIMONIJ.JH G.AiL.IFORN.IGUM -5TATIG,f. !5GAL. 5 6AL. 56AL. 1!5 !SAL. 5 <SAL. 15 G,,1,L. 56AL. 55Al- 15 6AL. • • 2 • • s, , 11 • 46 • • • 4 • ,, ,, • • • GROUNDCOVER S'l":--1BOL BOTANIGAL NAME -COMMON NAM£! HE:M'IARIA REPENS '&REEN CARPET -FROM SOD PELAR<SONIIJM X: .-IORTORLJM -ZONAL Go~IUM !;.RIGERON i<J-RVINSKIANUS -$AN.TA 6Af'/.6AR,l,, DAISY LY'SIMACHIA NUl'IMUIJ,RIA -MONEY' l'IOrtT MIXW PErl.ENNIALS LOBIJLARlA MAR.ITIMA -Si'IIEET AL YSSJM G-EF!.A'Nll))',1 INGANUM -SUG-AR. PLUM <S-EF!.ANIUM SENEc.lO MANDRALISG>f: -ewe GHALI< s T!C,!G, MIN. 3" DEEP !...AYER OF MED!UM <SRADE R.EDl"GIOD BAA.I< MIJLGH (INSTALLED ON Al..!.. NON-TURI" PLANTING AREAS) fl...,l,'7:, AT 12" O.C. FJ...A,TS AT 12" O.C Fl.ATS AT 1:2" O.G. Fl.ATS AT 12" O,C. Fl.ATS AT 12" O.C. Fl.ATS AT 12" O.C. fl...,l,TS AT 12" O.G. FJ...A,TS AT 12" O.G. FJJr,,TS AT 12" O.C. POTTERY LEGEND S'11-1BOL DES<::.Rlf>TION 0 Ml>'E' SIJCGULBIT5 GIJANTITY FOR: LAdOON BREEZE DEVELOPMENT dORPORAT!ON, 7237, ~ANDERLING COURT, dARI.;'lBAD, CA 92011 PHONE (760) 918-0012, FAX (760) 918-1996 SEAL: PG PG PG ~'1:t-'<1-\B~I ;-""ef--vJ I I 'i· •·---~. -~ ~ L __ , ____ _ MATCHLINe -See ~Je~-e-6.1 PG PG (\,f) -· (\v') --- I I _ _.I I •· •---•-. = Ip -- UNIT 1-6 FF. 41.0 UNIT 1-A FF. 41.0 •---•--. C I :■ __ J ____ 3±t00 ___ _ NOTES 1. UPON COMP!..eTION OF ALL FtNE 6FtADIN<S v+;:?~ AND SOIL ~EP.AAATION, PERFORM jl\jf:f:p CONTROL MEASIJR• ·s AS FOLL.OY'6: A. IRRIGATE ALL AREAS DESl6NATED TO 6E FL.ANTED fOR A MIN.MUM OF 10 MINUTES Pt:l't SE177NG, Tl"IO SETTINGS FER DAY Fort SEVEN DAYS TO GERMINATE ALL v-eEO 5feo F055I61...E. B, APPL 'T' A CONTACT ~ l<ILLER AND ALLOl'II SUFFIGIENT TIME TO OBTAIN COMPLETE KILL OF ALL lfi:EDS <S!;.RMrNATI:0. G. REPEAT STEP A ABOVE. D.~TSTEPBAOOYE. 2. THE RESUL T5 AND RECOMMENDATIONS OF THI= SOIL TESTING SHALL 13E SUBMITTED TO AND AP~ BY THE GITY. THE APPROVED RECOMMENDATIONS FOR ;.J,.iENDME'NT5 AND a.aGl<FILL SHALL l3E INCCF.POAATED INTO THE 1...,1,NDSG,4,PE PLANS P~JOR TO THE 5TAAT OF CONS,T'RIJGTION AND SHAU.. BECOME PART OF THE ,o,,pf'RQ\/EV Pl.ANS . 3. CONTRAGiOR TO CONTACT l.AND:iC.A-Pe' ARGHITEGT ~!OR TO BE<S-INNIN,S, LANDSC,Jo,PE l"lORK 50 THAT THI! !Jr,,NDSCAPE ARGHITEGT c.AN REVIEr"I THE PROJEGT IJTIUlY LOGA.TION5 AND RE\IISE PU,...\,,jS ,r,.c;cortDIN6L'T' TO FULLY SCREEN A!..L UTILITIES. 4. A MINJMlJM OF 3" OF Oft<SANIC MIJLGH SHALL l3E ,l,ODED IN NON-TURF PIJ,NTJN~ AREAS Y'ilTH 51...0FES L.ESS STEEP TKAN :3:1 TO GOVEf'. THE 50IL 5URFACE COMPLETELY. SLOP~ 6:1 Ort 5Tl=EPER REGUtrtJNG-ErtOSION CON~OL. MEASIJR.5 AS SPec;.JFlf'D HEREIN SHALi.. Bf: TRE.,l,,TED ~ITH ONE OR MORE OF THE Fou.ot"'IING-PLANTING-STANDARDS, 5fANDAAD #1 -COYER. ~p / REINFOl'<-GED S,TRAt"'t 1-".ATTING: COYeR GrtOP SHALi. s,f. A SEEP Mix TYPIGAL.L Y' MADE' IJP OF QIJICJ<. 6-ERMINATING AND f,',;,T COvERIN6 6AASSE5, Gl..OYERS, AND OR VIIII.D FLOl'II.ERS. 5IJEIMIT THE 5FE:GIFIC. SEEP M[X FOR C,IT'( APPROVAi.. PRIOR TO N'PUGATION. THE COVER C.ROP SH.ALL BE A.PP!...IED AT A RATE MD MANNER SUFFic:.IENT TO PrtOY!Df; <f0% COYE.AAG-E V"IITHIN THIRTY' (30) DAYS. TYPE OF REINFORCED ';iTRA,"-l MATTING SHALL SE ,1,5 AF'PR.OYEP SY THE CITY AND 5TAKED TO THE SLOPE AS ~ENDED BY TI-IE MANUFi'GTUrtER. REINFORCED s,TfV,fol MATTING SHA!..L 6e' REQUIRED V'IHEN F'LANTIN<S ~5 6ETY'IEEN AIJGL!5T 15 AND APRIL 15. IF THE l..ANDSGAPING-Y'IILL SE INST AL.LEO OUTSIDE OF THE AIJ<SU5T 15 AND APRIL 15 TIME PErtlOD, THE COVER CF.OP OR R.EINFOFtGED STRAri MATTING-MAY 6f USED. STANDARD 112 -6ROlJND COYER ONE HIJNDRED {100%) PER.GENT OF THE AR.E,I, SHALL Elf; PLANTED l'IIITH A GROUND COvER. KNOY'IN TO HA\IE EXCELLENT 'SOIL BINDING GHARAG-TERl5TIC5 P!..ANTI:0 FROM A MINIMUM 5I.zE Of FL..,t,TTE:D MATERIAL AND $PAGED PROVIDE FULL COV'ERA<SE Y'IITHIN ONE~ . STANDARD #3 -Lon 5HRLJ65 LOY't SPrtEADING NOOD'I" SHFW6S PIJ,,l,ITEO FROM A J,,1IN.IMUM Of 2-::3/4" UNERS SH...U. GOVER A MINIMUM OF sev'ENTY (70%) PER.CENT OF THE SLOPE f,a,c.e: AT MATIJRE SIZE. ENGINEER'S SIGNATURE APPROVED STANDARD ~4 -TREE5 AND OR !.AR.GE 5HRLJ65 TREES AND OR l.AR<$E Sl-,RL!B5 SHALL SE Pl...,l,NTED FROM A MINIMUM Oft 1 GALLON CONTAINERS AT A MINIJ-lUM AATE OF ONE (1) PER TNO HUNDRED (200) 5GLJAAE FE.ET. 5WPE.S &:1 OR STEEPER AND: A. 3' OR LESS IN vatTICJ,J.. HEIGHT AND ARE AP.JACeNT TO PIJ6LIC ML.KS> OR 5TReeTS REGUIRf AT MINIMUM 5TANO~D #1. 6. 3'-e,' IN VERTtc.AL HEIGHT R.EGI.JiRE STANDAADS 1,2 AND 9. C.. IN EXGl=SS 0~ e,• IN VERT~ Hf:IGHT REQIJIRf. 5T>.NDARDS 1, 2. 3 AND -4. 0 10 SC.AL.!: 1" = 10' :20 NOR.TH AREAS <SFtADED FL.ATI"eR THAN 6:1 ~!:GUI~ 5TANDAAD 111 (c:o\lER C.ROP) l"ilTH TEMPORARY' IRRIGATION l"lHEN THEY HAYE O'NE OR t-10Rf: OF THE FOLLO(IIIN,S, C.ONDITIONS: A. SHEET <SR.APED PADS NOT SC-HEDIJLED FOR IMPROVEMENTS l"IITHIN t, MONTHS OF COMFL.EllON OF ROU<SH <SfltADIN.G-. B. POTENTl>,L EROSION PF.OBLEM A5 DETERMINED BY THE C:.IT'( C.. IDENTIFIED BY THI: C.IT'I" AS HIGHL. 'T' YISIBl..f: MEAS TO THI: PIJBLJG Of\ HAYf: SPEG-IAL CONDITIONS THAT l"IARR,t,,NT IMMEDIATE TREATMENT. Irrigation As-Built: Irrigation was installed per plan. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. JHA SHEET TITLE / DATE PLANTING PLAt-o6-10-2011 11 AS-BUIL T 11 JHA PROJECT NO. 809 JH A SHEET NO. L-3.2 PLANS ~~ DATE ENGINEERING PLANCHECKER DATE DATE ~ JGi~ HAN~A + ASSOCIA 1[S WjDSCAPE ARcHll[ClURE 1763 S~loWtoh Rood Enclnfto-. Cullfomto 92024 (858) 259-1987 fox (B58) 2551-5651 • • • • • Ji\ ~ CITY OF' CARLSBAD ~ l---+---+-----------------1----+--+---+---f ~ PLANNING DEPARTl-iENT ~ ~===-'==========:::::::::::::::::::::::::::::::::::========'--'==~ CRESCENT DEL SOL ESTATES 234 & 236 DATE AVENUE, dARl$BAD, CA 92008 APPROVED 1 ',O • '() i:'i PREPAR[O BY: , ~l..--,t df-1-H PLANNING DE DATE C) ..., · O!IE: WP~ * 16',B ,,,. D N BY: PROJECT NO. DRAWING NO. <OF CAI.If°# JOHN HANNA, R.L.A. R.L.A. NO. 1648 DATc: DATE INITIAL ENGINEER or '//ORK REVISION DESCRIPTION OATE INITIAL DATE INITIAL CHKD BY: OTHER APPR□VAl CITY APPROVAL RV\;ID BY, CT05-01 438-4L -0 \.>' ·hi. -f'.l I. I e, 3 C.ROJ/'IN -1" ABOV!': 1 TOP Of C.UR.B, PLANTE:R, F IN15H GRADE: OR PAYING. 2 l<.QOTBALL e, FIN_ GRADE: AT 5LOPE: 3 2 X ROOTBALL DIA. (as reo;a.J 4 4" HIGH l"IATE:RING BA51N ~ FIN. GRADE: AT !':Xl5Tn-,J6 (if req'd.) 5LOPE: (as req'd.) 5 PL.ANT T ABLET5 10 MULc.H (see spe<es.) IN5TALL PER MANFAG11JRl:'5 11 BAC.l<.FILL MIX (see spe<es.) 5PEC.lflC.A170N5. 12 UNDl511JRBED NATIVE SOIL NOTE, THE REAR OF PLANT PITS (l"ll-!EN ON 5LOPE5) 5HALL BE GRADED A MAXIMUM 1,1 5LOPE: AND HAVE REINFOR.C.ED STRN'I MAT INSTALLED. ,-----------HAF<D5C.AFe YAf<IES ---i 1----ji---1 IN. AT TI.RF NOTE, ROOT BARRIERS AF<E REQUIRED FOR ALL TREES l"IITH-IN 5 FT. OF ANY HAF<D5c.APE. SIZE Al'<D INSTALL PER MANJFAc.TJRER5 SPEC1Flc.Ai10N6 AND DEiAILS. 1 -5 FT. AADIU5 2 -TREE TRUNK 3 -F<OOT BARRIER 2 N. AT 5HRUB MANUFAc. TJRED 6Y, DEEP F<OOT C.ORP. (OR EQWAL.) 4 4 -EDGE OF HARD5c.APE (CURB, PAYING, PAD, MLL, ETC..) ®--~-O_O_T_e_A_~_~_1e_~ ____ N_.T_.s_. PL.ANT-4 -,'."<: ·,,., ,.-:, 1 2 e, 10 12" e, 1 -FR01'D"' -TIE 1"1/ 51NGLE 5TRN'<D OF ORGANIC. MATE:RL',L. UNTIE AT END OF MAINT. FERK:>D. VE:RIFY 1"1/ L.A. 2-PALM TRUNK '5KIN" A5 REO'D l"IITH APPROVED METHOD " -Fl-<I$1-4 GR.ADE IN PLANTING Af<EA 4 -ROOTBALI.. AT GRADE 5 -FINE 5AND "' -PEA GRAVEL E>" DEEP 1 -12" D"-. 6Y :l' DEEP GRAVEL 5UMP VERIFY DEPTH 1"1/ 501L5 ENGINEER l'l -2 X ROOTBALL DIAMETE:I'< 9 -UNDI51'JR.BED NATIVE 50IL 10 -FIN15H GR.ADE AT 5LOP!': 11 -PLANT T ABLET5 (see spe<es.J NOTE, THE REAR OF PLANT PIT5 (l"ll-lEN ON SI..OPE5) SHALL BE GRADED A MAXIMUM 1,1 SLOPE AND HAVE REINFORCED STRAY'I MAT INSTALLED. 2 .. 3:J_ · · I 1111 : . . . . ~ • " t -· . 1 5 Sf=C,TION.l PLAN • 1 · 2 INC-HE5 2 -PREPAF<ED SOIL 3 -FiN!SH GR.A.DE 0~ Y'lAL.K 4 -EGJAL (X) -SEE PLANT ~E6END 5 -GONC..RETE MO~ STRIP & -PLANT TABLET 1 -C.ONCRETE CURB OR HARD5C.AFE IMPl'<OYE. A5 IND•c.A~ED ON PLAN e, -EQUAL 112 (X) ®c--G-~_O_U_N_D_COI __ E_~_P_LA_N_T_IN_G __ --=-p~-·:-=;-:· 10 3 11-----1 1.:2 1 -ROOTBAL!.. 2 -G-ROY'lN -1 '' ABOv'E Fi1'1SH GRAC'E 3-FINl5H GAADE 4-FiNISH GRADE AT SLOPE 5. 2 X l'<OOTBALL Dw-<ETER b-BACKFILL (see spee,s .) PUDDLE AND SETTLE. SET TF<EE 2 IN. ABOVE F G 1. P~N..,. i ABL.ETS (see spec:..!?..) e, -SEE SPEC.IF=170Ns 0-TOP OF CURB, PLAN-ER OR FAYING 10 -4" HIGH l"IATERIN6 BASIN (if rec:i;aJ ,, -JNDIS..,.URBED 1':AT!VE ::,OL 12 -12" DEEPER iHAN ~CO,-eAL!.. \_~M NOTE, THE' REAR OF PLANT PITS (!"lHEN ON SLOPES) SHALL BE' GRADED A MAXIMUM 1, 1 5LOPE AND HAYE REINFORCED STRAl"I MAT INSTALLED. f=\_T_~_e_e_P_L_A_N_T_IN_G _______ N_.T_.&. \.::..) FL.ANT-el ~-P_A_L_M_P_LA_N_T_IN_G _________ N_._T._S. V PL.ANT-a. FOR: LAGOON BREEZE DEVELOPMENT CORPORATION, 7237, SANDERLING COURT, CARLSBAD, CA 92011 PHONE (760) 918-0012, FAX (760) 91B-1996 11 12 [ 1 I 4 ,______~l 10 NOTE, 5 VINES 1"1/ NURSEIO.Y E5PALIEI'< 5TAKE TO BE MOVED I AlTAc.HED TO SURF AGE BY APPR.Ov'ED METHOD 2 -VINE ATTAc.HED TO SURFAGE l"IITH APPIO.OYED METHOD 3 -NURSER.Y STAKE (to be removed) 4 • 5ET F<OOTBALL TIGHT TO FOOT.NG (if •eq'o). REMOVE '5 - b- 1 - e, . 10 - 11 - 12 - At-!Y EXGE55 GONc.RETE 4' MTERIN6 BASIN (if -ec,;a) FINI5HED GRADE (F.G.) PLANT.NG TABLET (see •pe~•.! PLANT'NG BAC.KFILL (see epe~s.) (PUDDLE 15ETTLE TO 5ET PLANT AT F!Nl5HED GRADE) 'JNDI511JRBED NATIVE SO!L 2 X ROOTEALL DIAMETER C.l'<Ol"IN -1" ABOv'E F .6. MIN. b" BELOl"I F.F.@ 6LD6. @)c---V_I_N_e_P_L._A_N_T_I_N_G _______ P_:-·:-;;-· 5 J.---2 4 0 t-~ '=l~![]I 8 1 -(2 req'd) 2" D.A. X 10' LONG LODGEPOLE Pl1'E s~AKES, SET PERPENDICULAR TO PRev' AILING l'IIND5. ;2 -ViNYL TREE TIE (;;z rell,'d eac.h s,take), QR EQUAL. INS-ALL PER. MANUf'AC.TUl'<Ef0.'5 SPEC.If'ICA~IOl-.5. 24" MIN. 6ELOl"I ROOTBALL 3 - 4- 5 - b- 1 - 1 - xE TF<EE PLANTl1'6 DE'" A!L 12~ MIN. TF<EE TRJNK ROO'"BAL!.. 12" DEEPEF< THAN FWOT 3ALL PLATFORM. 2 PLAN VIEi/', ( DIREC.TION OF "IND ®_D_O_U6_L_e_e_T_A_l<_IN_G ______ N_._T_.&. PL.ANT-I:, JOHN HANNA + ASSOCIATES LANDSCAPE ARCHllECnJRE 4-4-4 South Cedro• Awnu•, Studio 21!0 Sol[lnO Beach, Colifumio 9207:,i (658) 259-1967 fell (856) 259-55515 • •••• Ji\ I~ _J - DATI: !INITIAL r- E\JGII\EER OF WORK 1. 2. 3. 4. 5. 6. 7. B. 9. 10. 12. 13. 14. 15. 16. 17. PL.ANTING NOTES MAINTAIN A QUALIFIED SUPERVISOR ON SITE AT ALL TIMES DURING INSTALLATION OF n-iE WORK. COMPLY 'MTH GOVERN1NG CODES AND REGULATIONS. VERIFY MA TERI AL QUANTITIES 'PRIOR TO INS"ALLATION. QUANTITIES LISTED ON THE DRAWINGS ARE FOR CONVENIENCE ONLY. ACTUAL NUMBERS OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. PRIOR •o PLANTING, PERFORM ONE ?ERCOLATION TEST PER 6000 SQUARE FEET OF PLANTING AREA. FILL A 24" BOX S'ZE HOLE 'Mll--< WATER. IF IT JOES NOT COMPLETELY DRAIN WITHIN 24 HOURS. NOTIFY LANDSCAPE ARCHITECT AND INSTALL DRAINAGE CHIMNEY PER DETAIL. ll--<E TEST SHALL BE DONE UNDER THE SUPERVISION Of THE OWNER'S REPRESENTATIVE. OBTAIN A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORAlORY. RECEIVE LANDSCAPE ARCHITECT'S AND/OR THE CITY'S APPROVAL OF THE SOILS REPORT PRIOR TO THE START OF CONSTRUCTION. SOIL PREPARATION SHALL BE INSTALLED PER THE SOIL AGRONOMY REPORT. SOIL AMENDMENTS SPECIFIED BELOW ARE FOR BIDDl~G PURPOSES ONLY THE FOLLOWiNG AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER TO A DEPTH OF 6" ON SLOPES STEEPER THAN 3:1. OMIT SHAVING AND SCARIFY AMENDMENTS INlO TOP 2° OF SOIL. GENERAL SOIL PREP: AMOUNT PER 1 000 SQUAR• FEET 4 CU. YOS. 25 LBS. 150 LBS. 25 LBS./CU. YO. BACKFILL MIX: 3 1 15 LBS./CU.YO. 2 LBS./CU.YD. 10 LBS./CU.YO. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD, FIR OR CEDAR SHAVINGS. SOIL SULFUR 5-3-1 GRO POWER FERTILIZER AGRICULTURAL GYPSUM AMOuNT PER CUBIC ~ARD PARTS BY VOLUME ON-SITE SOIL. PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT. 5-3-1 GRO POWER FERTILIZER IRON SULFATE AGRICULTURAL GYPSUM FERTILIZER TABLETS SHALL BE AGRIFORM 21 GRAM TABLETS (20-10-5). PLACE TABLETS AT rlALF ll--<E DEPTH OF TrlE ROOTBALL IN QUANTITIES AS FOLLOWS; 1 GAL. SHRUB 5 GAL. SHRUB AND TREE 15 GAL. SHRUB 15 GAL. TREE BOXED MATERIAL , 3 4 5 1 PER 4• OF BOX SIZE DOUBLE STAKE ALL TREES 'MTH 10' LODGEPOLE STAKES AND WONDER TREE TIES (OR EQUAL), ROOT BARRIERS REQUIRED FOR ALL TREES WITHIN 5' OF WALLS, WALKWAYS OR OTHER HARDSCAPE AREAS. MANUFACTURED BY ~EEP ROOT CORP OR EQUAL. SIZE AND INSTALLATION PER MANUFACTURER'S SPECIFICATIONS AND DETAILS. A M,NIMUM Of 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-"1.JRF PLANTING AREAS 'MTH SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY. SEPERATIONS BETWEEN TURF ANO SHRUB AREAS SHALL BE SHOVEL CUT EDGE UNLESS NOTED OTHERWISE. CONCRETE rlEADERS {IF SPECIFIED ON PLANS) 'MLL BE 4" X 6" EXTRUDED CONG. 'MTH FIBERMESH REINFORCEMENT. PROVIDE SCORE L,NES @ 5' O.C. THIRTY (30) DAYS AFTER INSTALLATION, FERTILIZE LANDSCAPE AREAS 'MTH BEST FERTILIZER COMPANY 16-6-8, APPLIED AT A RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET OR AS SPECIFIED IN SOIL ANALYSIS. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. INCLUDE IN BID PRICE FOR COMPLETE MAINTENANCE OF ALL WORK FOR 90 DAYS, THE MA1NTENANCE ?ERIOO SHALL BEGIN UPON ll--<E DATE OF ACCEPTANCE BY Ow:1ER'S ~EPRESENTATIVE. MAINTENANCE SHALL CONSIST OF BUT NOT BE LIMITED TO KEEPING AREAS CLEAN, WEED FREE, TRIMMED, WATERED, PEST ANO JISEASE FREE AND ALL OTHER WORK NECESSARY FOR HEALTHY, VIGOROUS GROWTH AND CLEAN APPEARANCE. CONTRACTOR SHALL REPLACE PLANTS WHICH ARE FOUND IN AN UNHEALTHY OR IMPAIRED CONDITION, MISSING OR DEAD DURING ll-lE MAINTENANCE PERIOD. TREES SHALL BE GUARANTEED FOR ONE YEAR. APPLY PRE-EMERGENCE WEED CONTROL TO ALL NON-LAWN PLANTING AREAS. ALL TREES IN LAWN AREA TO HAVE TRUNK GUARDS INSTALLED. JHA PROJECT NO. 809 APPROVED FOR PLANTING AND IRRIG1\TION ONLY, INCLUDINC; PRECISE LOCl'I.TION OF PLANTING 1\REAS. jJHA SHEET TITLE / DATE I JHA SHEET NO. [',LA~--DETAILS & NDTES 01-08-07: ~ __ L_-_3_.3 __ ~ DATE REV!EwED 3v INSPECTCR CITY OF CARLSB1\D PLANNiNG DEPART~EN, CRESCENT DEL SOL ESTATES 234 & 238 DATE AVENUE, CARLSBAD, CA. 92008 l'Z,·IZ, ci DATE -----·---~--+---+---+----+----OWN BY: L PROJECT NO. DRAWING NO. 438-4L '10:VSIO'J CESC" "'TION INITIAL DATE INIT\AL Ol~E, APP,□VAL CITY APPROVA,_ CHKD BY: __ _ RV',I_D_ B_Y_, ___ I CT05-01