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Home My WebLink AboutDWG 475-2N; CT 08-03; LA COSTA TOWN SQUARE RESIDENTIAL; 01-22' ___ -____ J__ LANDSCAPE CONSTRUCTION DOCUMENTS - DAVIDSON COMMUNITIES , . , , / r" ,. -, ,-~~..,___~ ~ ',;::::" --..· ; ... -' . .::::--..., _ ... =-......... ,.,;.._ .... ,.., ' / '>)I •.• -✓ ·"" ~-.: ; ~ ,,, '.v:u .,.'" \ ... / .·, .. -~""- •• )._" \]> j..]~ ' ,.~~ ~ "·- • ~ .SID '1 ~ FV i-.._'J•.....--,::~_,.,. ~, ~ •'A f;. 5J,,.t~I, • INDEX MAP CLIENT DAVIDSON C01\1l\1UKITJES 1302 CAl\1lNO DEL MAR DEL MAR, CA 92014 TEL: 858-259-8500 LANDSCAPE ARCHITECT SJA, INC. 31726 RANCHO VIEJO RO,'\D, SUITE 201 SAN JUAN C,'\PJSTRANO, CA 92675 TEL: (760) 634-3830 CONTACT: RUSS JOHNSTON ..,...,. ...... - N.T.S. NOTE: ALL SPECIALTY PA VINO, JRRJGA TION & PLANTING \VITHIN THE RJGHT-OF-WAY SHALL BE REMOVED & REPLACED W/ PRODUCTION PAVING & LANDSCAPING PRJOR TO PERMANENT OCCUPANCY OF Tl-ffi MODEL HOMES. CJTY OF CARLSBAD NOTES: PRJOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A COKSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. TIIE SCHEDCLE SHALL SHOW TIMING OF CO',!STRUCTION OF FREE-STANDII\G, RETAINING AND CRJB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRRJGA TION AKD PLANTING SIIALL TAKE PLACE AS GRADING PROGRESSES. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITI-II\J 30 DAYS AFTER THE IRRIGA TJON INST A I ,I ,A TTON fJRST COMMENCES. CJTY OF CARLSBAD NOTES: INSTALLATION OF IRRJGATIU\J AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND JRRJGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGLLA TIO NS AND "IHE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL TIIE REQUIREMENTS WHEN SUR\IIITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULA TlONS TO PROVlDE EFFICIE . ' OF WATER. DECLARA TlON OF RESPONSIBLE CHARGE I I--.IEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, TT-IA TI HAVE EXERCISED RESPONSIBLE CI-IARGE OVER THE DESIGN OF THIS PROJEC r AS DEHNED IN SECTION 6703 OF TI-IE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT \\'ITH CURRENT STAKDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DR.1\ WINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND Tl--.lE SAN DIEGO COUNTY DEPT, OF ENVIRON'.\1E\JTAL HEALTH IS CONFINED TOA REVIEW U\Jl,Y AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TIIESE PLANS HAVE BEEK PREPARED IN SUBSTANTIAL CONl'OR.MANCE WITII TIIE APPROVED LA"'.\JDSCAPE CONCEPT PLAN, WATER CONSERVATIO"'.\J PLAN, FIRE SUPPRESSION Pl.AN, AND ALL CONDITIONS OF APPROVAL RELATED TO L N DSCA'l'Tl'\!C ,r. Mo//-7 DATE CITY OF CARLSBAD NOTE: A SEPARATE CITY REVlEW AND APPROVAL TS REQUIRED FOR ANY PORTIONS OF TI-IESE PLANS REQL1R1NG A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLA"'.\JTNG A.'® IRRJGATION ONLY. SJ R for,,./5C<i{I~ ~r,·fiu~c/ure /a,,d pJ,,n11111g 31726 Rimcbo Viejo Ro11d l Suite 201 Saa Juan CapiHt.nmo, C'A 92675 , 11'11' JJ{!l/!C.C0/11 Expiration Date: : I QI J113 I ]I] 1/13. 12,2113 CID' OF Ei'lCI Nft'A:S JqCIJVFlY.VAf l+OSCAI.E LEGAL DESCRIPTION PARCEL 4 OF CARLSBAD MINOR SUBDIVISION 04-06, ACCORDING TOP AR.CEL MAP NO. 20982, IN THE CITY OF CARLSBAD, COUNTY OF SAN DJEGO, ST A TE OF CALlFORKIA. APN & LOCATJON APN: 223-050-70 THE CALIFORNIA COORDINATE 11\DEX OF THIS 1' ROJECT IS 334"\1-1695£ (CCS 27) SHEET INDEX TJTLE SHEET CONSTRUCTJON PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATJON DET AlLS IRRIGATION SPECJFIC,'\ Tl ON S PLANTING PLAN PLANTING DETAJLS PLANTING SPECIFICA TTONS 1 2-4 5-10 1 1 12-14 15-16 17 18-20 21 22 ~ s ,; C ' ' I" ----------------, .. AP PRO V[O FOR ~ " !RR/GA TION ANO PLANTING : ONLY, INCLUDING PRECISE ~ ,· LOCATION OF PLAN TING AREA. RCE ___ EXP. ___ _ DATE .. ~: ----------------1,t REVIEWEJ BY: ~. C §: -----t INSPECTOR DATE - r.1-::'.o,::-;24:7'.;13:T---:-R.l;---,7:i:--;:D:;::ES::;:IG~N7"A:-;:D:;;JL~'S'.;:;TJ\::;•1E::'N'.;:;TS;-------l-l--l-l--r,1====~1 ===================-::1 ====1-I'$' l--'l~li~l l,='13-+-~R=.l-+--D=E=SI=GN~AD=JL='S=Tll=·lE=N=TS~ ______ +--_-+-_--+ __ +--_--I SH1ET CITY OF CARLSBAD ~ l-'1""'-2;""02,~·13'-+--"'R.l'--I_...., c..=DeccES"-'IG,,,N,...,A:,,,Dco.,lUc.e'Scc,T~,:,,1E"'-'N'-'-'TS'---------+----ll---+----+---I ::===-'====PL:::A:::N:::::Nl:::NG=D::::IV:=IS:::::10:::::N===::::....'::=::::::::~ S l----+---1---------------+----ll---+----+---I LANDSCAPE JMPi<OVEMENT PLA:'lS FOR: L c C LA COSTA TOWN SQUARE RESIDENTIAL -MODELS - ~ ::.-.c..:-=-=--=--=-:.-c.c-.c..,· '-"-=======--=======::C: C l----+----+-----------+--+--+---l--------11APPROVED: /-rL,J 1, ?r:-~1..:,,t /1:-IZ.-J'; Ii.• . PLANNING . , DATE INITIAL DESIGNER JF WORK REVISION DESCRIPTION DATE INITIAL Oll7E~ APPROVAL DATE INT AL CIT'f APPROVAL ~~;gsi~: --L___C_P~_0_0_8_r __ 0=--3c__. _ _JI 047w5-82N. ~ C Know what's below. Call before you dig. NOTE: THIS PROJECT SHALL CONFORM TO 111£ 2010 £0/TIONS OF TH£ CALIFORNIA BU/LOIN!J COO£; UNIFOR,/,f /,{£CHAii/CAL COO£; UN/FOR/I PLU!,/BIN!J COO£; ANO CAUFORNIA ELECTRICAL COD£ (BASF ON THE fggg EDITION or THE NA 110NAL ELECTRIC COD£), AND CITY ANO COUNTY LAJfS ANO OROINANC£S. I I ' \ \ --\-,.------- I \ \ I \ \ I ' \ I \ Ee I \ \ I \ \ I \ \ \ \ \ \ \ \ \ --'· \ \ \ \ \ \ \ \ \ 7 a I I I I I -----______ , ____ , _____ LI---·--I ' \ I \ \ I I I I I I /I TEllPORARY C~RB ·-=:::"'---L REMO VF @ MODl'l RJ:n Jl,OJ !T COLD JOINTFOJI.---. REMOV Afu@MOD:3L -·--· "~--,J -•@ I a •@.-SEE~TCHLINE B B -SHEET 4 SIGN LEGEND (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR) (D SALES INFORMATION SIGN (j) MODEL IDENTIFICATION SIGN. @ WATCH YOUR STl'P' SIGN. @ PARKING LOT SIGN. @ HANDICAP PARKING SIGN -PER CITY OF IRVINE SPFCJFICA TIONS @ PROJECT I.D SIGN (j) @ WATFR HFFICIFNT I .ANDSCAPE Sl(iN. SIZE SIGN SO THAT IT IS VISlloLE AND READABLE FROM THE ROADWAY. SIGN SHA.LL BE WHITE WITH BLACK CAPITAL LETTERING AT LEAST 2 INCHES HIGH & SHALL STATE: ''THIS MODEL HOME USES WATER EFFICIENT LA\DSCAPING AND JRRIGATION" -SEE "IOTES SHEET 2 FOR ADDITIONAL REQUIREMENTS NOTE: ALL SIGNAGE IS TEMPORARY. SIGNAGE TO BE MANUFACTURED1PROVIDED BY THE OWNER -REMOVE @MODEL BUILD OUT SYMBOL LEGEND EQ. EQUAL l[ PROPERTY LINE AC AIR CONDITIONING LNIT PA PLANTER AREA fi: CENTERLINE SQ. SQUARE TYi' J'YPICAL SIM. SIMILAR ..--.. ALIGN W/ ADJACENT SURFACE /\ STAIR RISER -SEE DETAIL PER PLAN ~ HANDICAP ACCESSIBLE ROUTE 20 I MAX WI 2% M'\X CROSS SLOPE y CURB CORE LOCATIONS ea AREA DRAINS SEE DETAIL 115 ----EXPANSION JOINT -•-4" rnAMFTFR NONPF.RFORATFD ABS DRAIN PIPE □ AREA DRAIN PER CIVIL'S PLANS l UPLIGIIT -SEE LIGIITING LEGEND NOTE COl<NECT ALL DOWNSPOUTS TO LANDSCAPE DRAINAGE SYSTEM PAVING LEGEND @ STONE PAVING: TO BE MOKTEREY CREAM. GROUT TO BE# 122 LINEN - A VAIL TIIRU CUSTOM BUILDING PRODUCTS. STO"IE A VAIL THRU: MODERN BUILDER SUPPLY INC. (949) 254-4692 -GREG DRAZIL @ 3-1!2" TlllCK CO\CRETE PAVING WI 314" DEEP SAWCUT JOJNTS AND TOPCAST 25 FINISH -INTEGRAL COLOR TO BE SELECTED -SEE DETAIL H/5 © 3" DEEP LAYER 3•8" PEA GRA \/EL: TOBE SELECTED-AVAIL TIIRU: SOUTHWEST ROUI .DF.R & STONr: (877) 792-7625 -PLACE OVbR FILTER FABRIC-!},;STALL W/ ALUMINUM EDGIKG @ RANDOM SHAPED STO'-:E PA YING: TO RF 'UT AH RLONDF.' 1-2" THICK MAX. -A VAIL TIIRU: MODERN BUILDERS SUPPLY INC. (949) 254-4692 - OVER 3-112" THICK CONCRETE BASE (DRJVEWAY BASE PER ENGINEER)- SEE DETAIL D/5 @ TEMPORARY 3-112" THICK CONCRETE PAVING WI 314" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH. COLOR TO BE SELECTED. SEE DETAIL Hi5 -TO BE REMOVED@ MODEL BUJLD OUT 0 3-1/2" TI{ICK CO'-:CRETE PAVJNG (DRIVEWAY THICKNESS PER ENG NEER) WI 314" DEEP SAWCl:T JOINTS AND TOPCAST 25 FINISH - INTEGRAL COLOR TO BE SELECTED -SEE DETAIL H15 @ 3" DEHi' LAY HR 318" l'F.A CiRA VEL TO BE SELECTED -A VAIL THRU SOUTHWEST BOULDER & STONE (877) 792-7625 -PLACE OVER FILTER FABRJC-INSTALL W/ ALUMINUMEDGIKG @ +/-18" SQ, COLORED CONCRETE CHECKERBOARD W1 SAW CUTS - SQUARES TO BE AL TERNA TING DA VIS COLOR & SCOFIELD CHEMSTAIN CS-I BLACK *CONTRACTOR TO PROVIDE SAMPLE FOR CLIENT APPROVAL -SEE DETAIL D/5 G) RANDOM SHAPED STONE SLABS: STONF TO RF UTAH BLONDE' 1-2" TIIICK :\1AX W/ 2"-3" SPACES TO BE FlLLED WI TURF. AVAIL THRU: MODERN BUJLDERS SUPPLY INC. (949) 254-4692 -OVER MORTAR BASE (DRJVEWAY BASE PER ENGINEER)-SEE DETAIL D/5 ALL MATERJAL & PAVING SELECTIO"IS SPECIFIED THRU MODERN BUILDERS SUPPLY AKE HAND-TAGGED l:lY MODERN BUILDERS SUPPLY ONLY. CONTACT GREG DRAZIL@ 949-254-4692 NOTE: ALL SPECIALTY PAVING, IRRIGATION & PLANTING WITHIN THE RIGIIT-OF-W A Y SHALL BE REMOVED & REPLACED WI PRODUCTI0"1 PA VINO & LANDSCAPING PRIOR TO PERMANENT OCClJPA"ICY OF THE MODEL HOMLS, CONSTRUCTION NOTATION [I] FI:NCJ'-IG PER PRODUCTION PLANS (TYP.) [I] PRODUCTION STOOP IJJ PRODUCTION PARKWAY (I] SHO\ EL CUT LAWN EDGE (JYP.) [TI PRODUCTJON SIDEWALK (n'P.) II] TEMPORARY SALES OFFICE ENTRY DOOR -TO RE REMOVED @MODEL BUILD OUT I]] AIC LOCA TJON -TO BE VERIFJED II\ FIELD II] THIPORARY HANDICAP ACCESSJBLE PATH OF TRA \/EL W/ 5%MAX. SLOPE & 2% 1\-tAX CROSS SLOPE ~TOBE REJ\10VRO@h10DEL BUILD OUT II] TEMPORARY HANDICAP ACCESSJBLE PARKING SPACE W/ SIGNAGF & 36" MIN. SQ UNI\IFRSAL ADA SYXIBOL JN ADA APPROVED REFLECTIVE W ARNl"JG MATER!Af, -TO BE REMOVED@ ll!ODEL BUILD OUT [i]J TEll!PORARY ADA J\CTESSJBLE RESTROOM -TO BE REh!OVED @MODEL BUILD OUT [ill TEll!PORARY WOOD SCREEN FENCE-TO MATCH PRODUCTION WOOD FENCING -TO BE RE\10\iED@ ll!ODEL BUILD OUJ [j] THU'ORARY HANDICAP ACCESSlllLE S]RIPED LOADING ZONE TO DE ADA A..PPROVED R.I:FLECTJVE WARNING MATERIAL WI "NO PARKING" P,\INTED IN 12" HIGH LETTERING IN ADA REFLECTIVE WARNING MATbKIAL SO IT 11-lA.Y BE VJSIOLE FOR LOCAL TRAFl'JC ENFORCEMENT-TO BE RHIOVFD@IIIODEL BCILD OUT Ol) TEMPORARY All' PARKJNli LOT-TO BE RHIO\'ED@ MDDl:L DUJLD OUT IE) OVERHEAD PER ARCHITECTURE (ill TEIIIPORARY WHEEL STOP-TO BF REMOVED @\IODEL BUILD OUT Im PRODUCTIOJ\ DRJVEWAY /\PROK [j] FES JOON LJGHTJNG-LJGHTCRAFT OUTDOOR E\lVIRONI\IENTS-B1S TRO LJGHTING-RK-A-12 W/ 1.-BK-\ !EDJ!IM-12 ( 15W ,LEAR BULB -PH: 8 I 8-3•19-2663 - !'-!STALL WI JUNCTION BOX & SWITCH 8 EARTH MOCNfll'jG -3 1 \!AX SLOPE S ROLL OUT EXISTING SLOPE T04:l MAX. SLOPE PORT ABLE BBQ LNJT -,OORDINATE GAS LIKE -AV AlL THRU. INNOV ATJVE OUTDOOR Kl I CH ENS -CONT ACT: ALJCIA \1ARSHALL -858-663-3338 TRAP FI:NCE ACCESS GATE W/ CANE BOl T & I OCK -TO BE REl\10\'ED@ 11\0DEL BUILD OUT-SEE DETAIL F, SHEET 5. TRAP FENCE -TO BE REMOVED @ II IOIJEL llUILIJ our - SEE DETAIL F, SHEET 9. ~ POOT. EQIJTP1'.fENTl.OrATJON ALUIIIINUM ARTIFICIAL TLRF EDGE -PER MAl\lJF SPECIFICATIONS HANDRAIL -REFER TD DETAIL 7 DLTDDOR PING PONG TABLE -KILLERSPJN MT-D STREET EDITI01' OUTDOOR TABLE-AVAIL. THRU. COSTCO.CO\! -PROVIDE (2) KETTLER HALO 5.U PAIJIJLES-BLUE & PACK OF (4) WHJTE BALLS OTE ALL "OR EQUAL" JTEMS SHALL BE APPROVED BY TllE LAI\DSCAPE ARCHITECT PRIOR TO PURl'HASl' ANIJ/OR ·sTALLAT!ON. Jf JTHlS DO NOT MATCH SPEC., CONTRACTOR S lALL REMOVE AND REPLACE SAID JTFMS WJTH ITEMS THAT MATCH SPEC. TO THE SATISFACTION OF THE LMIJSCAPE ARCHITECT AND OWNER, ALL AT NO COST TO THE O\VNLR. LIGHTING LEGEND SYM IIIFU 0ESCR1PTIOK ~ UNIQUE PI fLS-12-5W/LED NOT UNIQUE l\1M-300SS-SF-PC SHOWN CON TRULL.ER COMMENTS PROVIDE ONE CONTROLLER AND PHOTO CELL PER IIIODEL INSTALL PER MFG. AND LOCAL CODE, GENERAL CONSTRUCTION NOTES I. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/ OR GRADF DlFFERF.NCF.S F.XIST THAT MAY HAVE NOT BEEN KNOWN DURING DESIGN, SUCII CONDITIONS SJJALL BE IMMEDIATELY BROUGHT TO THF. ATTENTION OF THF. LANDSCAPE ARCHITECT AND THE CITY /COUNTY REP. FAIL URE TO GIVE SUCJ I NOT!f!CA TION SHALL RESULT IN THE CO'\'TRACTOR ASSUMl'-:G FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR W!Hl ALL UNDERGROWID UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SlIALL TAKE SOLE RESPONSIBJLITY POR COST INCURRED DlJE TO DAMA(iE AND Rbl'LACEMENT OF SAID lJTILl'I JES. 3, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITll OTHER SUR-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS, 4. SEE GRADING PLANS FOR VERTICAL CONTROL, WHERE APPLICABLE 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATJON PLANS. 6. PRIOR TO PLACING CO:\CRETE OR AC, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUJ3SURF ACE PREPARATION PER SPF.CIFICATIONS. 7. CONCRETE,11ARDSCAPE SLRFACES SIIALL l3E PORMED WITH LONG, SMOOTH GRADIENTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HA VE A COKTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING TllA T Pl JASE OF WORK. 9. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL BE 3-1 !2" THICK NATURAL COLOR WITH A HlPCAST 25 FINISH INSTALi. EXPANSION JOINTS PER PLAN. 10 lF N THF FTFl.D, SCAT.FD Dllv!FNSJONS CONFl .JCT WITH WRITTEN GRADES, ANDiOR DIMENSIONS, THE WRITTEN JNFORMA TION SHALL TAKE PRECEDE"ICE \VA TER EFFICIENT LANDSCAPE SIGN/BROCHURE NOTES A WATER EFFICIENT LANDSCAPING BROCHURE Slli\ll DE AVAIL\DLE FOR EACH GROUP OF ADULTS VISITING THE ll!ODEL HO\IE. AT A \IJNJ\lllM, EACH BROCHURE SHALL INL'LUIJE INFOR\-IATION IJESCRIBINU THE WATER EFFICIENT FEATURES OF THE IIIODEL'S LANDSCAl'ING; RESOURCES FOR ADDITIONAL INFORMA TJON REGARDING WATER EFFICIENCY IN LANDSCJ\PING: CONTACT JNFORMA TJON FOR THF LDC Ju, WATER PURVEYOR & PLANNING Dl\lISION; AND A REFERENCE TO TllE REQl llRHIF"JTS OF THIS LANDSCAPE MANUAL. A COPY OF THE BROCHURE SHALL Bio PROVIDED TO lllE PL\NNING DIVISION PRIOR TO THE rITY AIJTHORIZJNG TElllPOR~RY OCCUPANCY AS A IIIODEL HO\IE. THE SIGN SHALL BE WHJTE WITH BLArK CAPITA.I I .FTTFRlNG I\ TI .EAST TWO l\lCIIES HIGH AND SHALL STATE: 'THIS MODEL HOIIIE USES WATER EFFICIENTLANDSC,\PING Al\lJ IRRIGA'l'lON" 1 D' ____ [ SCALE: 1" = 1 D' ~ .--------------------~ != APP RO VEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN TING AREA. 1---------------------1 RCE __ _ EXP, ___ _ DATE ~ ~ ? , ~ ' )---------------------~ REVIEWED BY: ~ 1-.,., 10 '!.c 12 " 4 '-' 11 "'- 3 +-"R"'J --i~""""D""E""s 1"'r."-,N'-'A-"D"'J!!.c"'s-'-T11""1"'E'"K"-Ts"-----------+----1r----1---t----1 I sH2EET I ll/11/13 RJ 1 DESIGN ADJLSTlvlEKTS 12/02/13 RJ DESIGN ADJ\;STMEKTS CITY OF CARLSBAD PLANNING DIVISIO~ LANDSCAPE IMPROVEMENT PLANS FOR: SJ H l.11>,:hcapc ,,rclutcdur<: '"",J "'"'"" a,g 317:?:6 Rancho VitJjo Road I Suite 201 Solll Juim C11µis1.Jauo, CA 92675 \I'"'" ')"'"' com Expiration Dafa: EV.10/3]113. 11.111 .1 1 1 DATr: INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL )A TE INITIAL CITY APPROVAL LA COSTA TOWN SQUARE RESIDENTIAL MODELS APPROVED: PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 08-03 475-2N t: .- C c s Know what's below. Call before you dig. ' \ I I I I NOT£· llilS PROJECT SHALL CONFORA/ TO THE 20/0 EO!llo/o/S OF lliE CALIFORNIA BUILD/NC COO£, UN/FOR/I )/ECHAN!CAL CODE, UN!FOR/,1 Pl U/IB!NC COO£, ANO CALIFORNIA EL£C171/CAL COO£ (BAS£ /JI,/ TH£ /999 E0/11/JI,/ OF lliE NA!/ONAL ELEC!RIC CODE), ANO CITY AND COUNTY LA/I'S AND ORDINANCES. EQ. ' \ -- EQ, 9' PLAN3B "CALIFORNIA RANCH" LOT!9 OF DOOR, WALK &STEPS j) , ',~ ) lt·~2 8 PA . . \ , ,_-. ~ I: I II , '\ ! l I 11 ~ Jl: ' ! l 5'-9" I 2\ TYr, PA \ \ -----------1------ 7' "' 30" 16' 1 J '-311 __ -·· --··n••"i;orJNG e TYP. 3' S . TYP. MICRO CIIANl,El. DRAIN CONNECT TO LOT DRAINAGE PLAN4C "PALM BEACH" WT20 JUNCTION BOX LOCATION---.. COORDINATE WI SUl'ERINTENDEN 5 @36" D.C. +/- SPA OFDOOR & WALK TURF l PA @ TLRF / / 3' EQ. EQ. EQ. 3' 4' I 3 1 ' I \ ' I -~-l·-·· -·-·-·---- • i ! \ \ ' PA 00 I PA "' ! I I 1 _I I I I I I 1· Ii 111, I I I l---F77f-1 4,,, 1 1 m . 11' , J .!l 18" 5 I I i I I I ;j __ !Ji ,/ I iii" ! .'j -- I .Iii :11 '/j C ' 9 I !ii Ii " SJR f.ind.1cc,,'H .irchr/ee/i,rc J,,,,d pla111uni 31726 Rnncho Viejo Road I Suite 201 San Juan Capistrano, CA 92&75 SIGN LEGEND (SUPPLIED BY OWNER, INSTALLED BY CONTRA.CTOI{) (D SALES INFORMATION SIGN. {J) \1ODEL TDENTTF!CAJ JON SIGN. @ 'WATCH YOUR STEP' SIGN. @ PARK!l\'G LOT SIGN. G) HANDICAP PAl{KJN(i SICiN -PER CTTY OF TRVTNE SPFCTFICJ\ TTONS @ PROJECT T D. STCiN 0) @ WATER EFFICIENT LANDSCAPE SIGN. STZE SICiN SO THAT IT IS VISll~I .E J\Nll l{E.~DJ\BLE FROM THE ROADWAY SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTERING AT LEAST 2 INCHES IIIGII & SHALL STATE: "THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND Jl{l{JGATION" -SEE NOTES SHEET 2 FOR ADDITIONAL REQUlREMENTS NOTE: ALL SIGN.A.GE IS TEMPORARY. SIGN.A.GE TO BE MANUl'ACTURCD/PROVIDED BY THE OWNER -REMOVE@MODEL BUILD OUT SYMBOL LEGEND EQ. EQUAL Ii, PROPEl{TY I.INE AC AIR CONDITIONING UNJT PA PLANTER AREA Ci. CENTER.Ll;\JE SQ. SQUARE TYP. TYPICAL SIM. SIMILAR .,r'-. ALIGN W/ ADJACEJ\'T SURFACE /\ STAIR RISER -SEE DETAIL PER PLAN ~ HANDICAP ACCESSIBLE ROUTE 20 I MAX W/ 2% MAX. CROSS SLOPE y CURB CORE LOCATIONS @1!1 AREA DIV\INS SEE DETAIL 1/5 --+---E:X'PANSION JOINT -• -4'' DIAMETER NONPERFORATED ABS DR.A.IN PIPE □ J\ l{E/\ Dl{/\JN PER CIVIL'S PLANS l \.:PLIGHT -SEE LIGHTING LEGEND NOTE: CO'\/NECT ALL DOWNSPOUTS TO LANDSCAPE DRAINAGE SYSTEM PAVING LEGEND @ STONE PAVING: TO DE MONTEREY CREAM. GROUT TO DE# 122 LINEN - AVAJL THRU CUSTOM BUILDING PRODUCTS. STONEAVAILTHR\J MODERN BlllLDER SUPPLY INC. (949) 254-4692 -GREG DRA.ZIL @ 3-1/2" THTCK CONCRh'lr. PA YING W/ 3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH -INTEGRAL COLOR TO BE SELECTED -SEE DETAIL HJ5 © 3" DEEP LA YER 3/8" PEA GRA \/EL: TO BE SELECTED -A VAIL THRU: SOUTH\VEST BOULDER & SIU\E (877) 792-7625 -PLACE OVER FILTER FABRIC -NSTJ\LL WI ALUMINUM EDGING @ RANDOM SHAPED STONE PA\1NG TOBE 'CTAH BLONDE' 1-2" THICK MAX. -AV AIL THRU MODERN BlllLDERS SUPPLY INC. (949) 254-4692 - OVER 3-l /2" TI-IJCK CONCRETE BASE (DRIVEWAY BASE PER ENGINEER) - SEE DETAIL D/5 @ TEMPORARY 3-1/2" TIIICK CONCRETE PAVING W/ 3/4" DEEP SAW CUT JOINTS AND TOPCAST 25 FINISH. COi.OR TO BE Shi .ECTEIJ. Sr:r: DETAIL HJ5 -TO BE REMOVED@ \IODEL BCILD OUT (j) 3-112" Tf-[JCK CONCRETE PAVfNG(IJRIVFWAY THICKNESS PER ENGINEER) W/3/4" DEEP SAWCUT JOINTS AND TOPCAST 25 FINISH- NTEGRAL COLOR TO BE SELECTED -SEE DETAIL H/5 @ 3" DEEP LA YER 3/8" PEA GRAVEL: TO DE SELECTED· A VAIL TIIRU: SOUTHWEST BOULDER & STONE (877) 792-7625 -PLACE OVER flll"FI{ FABRIC -INSTALL WI ALUMINUM EDGING @ +/-18" SQ. COLORED CONCRFTF. CHECKP.RHOJ\Rll WI SAWCUTS - SQUARES TO BE ALTERNATING DAVIS COLOR & SCOFIELD CHEMSTAIN CS-I BLACK *CONTRACTOR TO PROVIDE SAMPLE FOR CLIENT APPROVAL -SEE DETAIL D/5 (D RA"<DOM SHAPED STONE SLABS: STONE TO BE l:TAH BLONDE' 1-2" TI-!ICKMA.X WI 2"-3" SPACES TO BE FILLED WI TURF AVAIL THRU· MODERN BlllLDERS SUPPLY INC. (949) 254-4692 -OVER .\1ORTAR BASE (DRIVEWAY BASE PER ENGINEER) -SEE DETAIL D/5 ALL MATERIAL & PAVING SELECTIONS SPECll'JED THRU MODERN BUILDERS SUPPLY ARE HAND-TAGGED BY MODER"l BlJJLDERS SUPPLY ONLY CO'-LA.CT GREG DRA.ZIL @ 949-254-4692 & NOTE: ALL SPECIALTY PAVING, IRRIGATION & PLANTING WITHIN THE RIGHT-OF-\VA Y SHALL BE REMOVED & REPLACED W / PRODIJCTION PAVING & LANDSCAPING PRIOR TO PERMANENT OCCUPANCY OF THE MODEL HOMES. SEE SHEET 2 FOR NOTES CONSTRUCTION NOTATION OJ FEKCJNG PER PRODUCTION PLANS (TYP.J m PRODUCTION STOOP III PRODUCTIONPARKWAY [TI SHOVEL l'UT LAWN EDUE (JYP.) (TI PRODUCTION SIDEWALK (T\'P.) I]] T[MPORARY SALES Off!C[ ENTRY DOOR· TO BE REMOVED@MODEL RlllLD 01/T (TI A/C LOCA TIOI\ -TO BE VERIFIED IN FIELD I]] TEMPORARY HANDICAP ACCESSIBLE PATH OF TRAVEL WI 5% MAX. SLOPE & 2% MAX. CROSS SLOPE -TO BE REMOVED@ MODEL BUILD OUT I}] TEII-IPORARY HANDICAP ACCESSIBLE PARKING SPACE W/ SIG',JAGE & 36" MIN. SQ. UNJVERSAL ADA SYMBOL IN ADA APPROVED REFLECTIVE WARJ\JNG MATERIAL -TO llE REMOVED @MOIJEL BUILD OUT [IQ) TEMPORARY ADA ACCESSIBLE RESTROOM -TO BE REMOVED@ MODEL BUILD OUT [I) TEMPORARY WOOD SCREEI\ FENCE -TO vlATCH PRODCCTION WOOD FENCING -TO BE REMOVED@ MODEL BUILD OUT ITII TEMPORARY HANDICAP ACCESSIBLE STRJPED LOADI',JU ZONE TO BE ADA APPROVED REFLECTIVE WARNING MATERIAL WI ''NO PARKING" PAINTED J',J 12" HIGH LETTERING J's ADA REFLECTl\iE WARNING MATERIAL SO IT MAY BE VISIBLE FOR LOCAL TRAFFIC FNFORCFMF',JT -TO RF. RF.MOVED (ii) MODF.l RUil .fl OUT (ill TEII-IPORARY A!C PARKING LOT· TO BE REMOVED@ MODEL BUILD our IE) OVERl-lEAD PER ARCHITECTURE [ill TEMPORARY WHEEL STOP -TO BE REMOVED @J MODEL BUILD OUT (Iill PROfll:CTION DR IVF.W A Y APRO',J ITII FESTOON LIGHTJNG-LJGHTCRAFT OLTDOOR ENVIRONMENTS-BISTRO I .TGHTll\G-RK-A-12 W/ L-BK-MEDIUM-12 ( 15W CLEAR BULB -PH &18-349-2663 - INSTALL WI JUNCTION BOX & SWITCH 8 EARTH MOUNDING -31 MAX. SLOPE 9 ROLL OUT EXISTING SLOPE TO 4: I MAX. SLOPE PORTABLE BBQ UNIT· COORIJINATE GAS LINE -AVAIL. TJIRC: INNOVATIVE OUTDOOR KITCHENS -CONTACT AIJ(']A MARSHALL -858-663-3338 ?\ TRAPFF.NCF. ACCESS GATE W/CANE BOLT& LOCK -TO BE REMOVED @MODEL BUILD OUT -SEE DETAIL F, SHEET 5. TRAP FEKCE -TO BE REMOVED @MODEL BUILD OUT - SEE DETAIL F, SlIEET 9. POOL EQLIPME',JT LOCATION ALUMINUM ARTIFICIAL TIJRF EDGE -PER M.ANllF SPEClFICATJONS HANDRAIL -REFER TO DETAJL OUTDOOR PING PONG TABLE -KJU.ERSPJN MT-0 STREET EDITJON OUTDOOR TABLE -AVAIL. TI-IRU: COSTCO.COM -PROVJD[ (2) KETTI..CR HALO 5.0 PADDLES-BLUE & PACK OF (4) WHITE BALLS "OTE, ALL "OR EQUAL" ITEMS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE ANDIOR STALLATJO\I. IF ITEMS DO l\OTMATCH SPEC, CO',JTRACTOR S ALL REMOVE AND REPLACE SAID ITEMS WITH ITE\1S THAT MATCH SPEC. TO Tl-lE SATJSFACTJOI\ OF THE LA\IDSCAPE ARCHITECT AND OWNER. ALL AT NO COST TO Tl IE OWNER. 1 O' LIGIITING LEGEND SY.\1 MfG lJJ::SCRJJ-"J"IOJ\ 0 1 O' SCALE, 1" = 1 O' ~ ~ 3Q'P l. Sc •: C " "- ~ Ul\IQUE PULS-I 2-5\VILED le ,--------------------,"' t,;OT Ul\!Ql.JE MM-300SS-SF-PC SHOWN CONTROLLER COMMENTS PROV JOE OJ\'E CONTROLLER AND PHOTO CELL PER MODEL ll\ST ALL PER MFG. AlsD LOCAL CODE. APPROVED FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. ~ V C § ~ ~ 1--------------------~ •' RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE e 1--- ~~.!c!O~'L/2;'--'4/!'--'/I;:,,__3 ~-+ -==~RJB;"" -;-~=-rt~~':~..CD~"'E~"'-s~'-'1Gi,,.NG'---'AD~" -:;,~J~-"ui"-sTTI'--"M~,,.,E~"'xg'"·T~c,s=_ -==--==--==--==--==--==--==--==-lj=_ -==--==-1j=_ -==--==-T!=--==--==-11=_ -==--=~:;::1 =s=H3:;E;ET::::;-l ",:::::;:;::;::;::;:=::::;;:::::::::;::;:::;;::;;::~;;::::::;;;:::::;--;:I :;::::;::;:~;-11 ~ ll/Il/13 RJ ' DESIGNADJUSTMEJ\TS CITY OF CARLSBAD 2 L 12/02/13 RJ DESIGN ADJUSTMEJ\TS ~::;;;:;;:;:::;..;;;:::;;:;;;:;;P;L;A;N;N;IN;::G:;;:D:;:IV;l;S=IO;N~===:..'::==~ ~ Expiration Date: EV. 10/31, 13. l lill 13. 12 2113 LANDSCAPE IMPROVEMENT PLANS FOR: < LA COSTA TOWN RESIDENTIAL SQUARE MODELS ' L °' < L t I APPROVED: ~.--. it-lZ.·1~ _ 1---+-----+--------------------t-----t---+---+----1 PLANNING ~ ~D;:W=::N;::::;:B;.Y=: =:_=_=_=_= _==;--;===P=R=o=J=::E=C;T =N=o=. ==;-;::D=R=A=W=IN=G=N~O. : I.,, -( ~ C-i CHKD BY:~-CT 08-03 475-2N ; RVWD BY: :, DA 1E INlllAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA1E INlllAL OTHER APPROVAL CITY APPROVAL Know what's below. Call before you dig. NOTE.· 711/S PROJECT SHALL CONFORY TO TH£ 2010 £Dl7IONS OF TH£ CAUFORN!A BUILD/NC CODE; UN/FOR/I 1/ECHAN!CAL COOE; UN/FOR/I PLU/IB!NC CODE; AND CALIFORNIA ELECTRICAL COD£ (BASE ON llf£ 1999 £Dl7ION OF TH£ NA 7/0NAL £L£C1RIC CODI], AND CITY AND COUNTY LA/fS AND ORDINANCES. SIGN LEGEND (SUPPLIED IlY OWNER, INSTALLED BY CONTRACTOR) (D SALES INFORMATION SIGX (D MODCL IDENTIFICATION SIGN. @ 'WA TCll YOUR STEP' SIGN. G) PARKING LOT SIGN. (D HANDICAP PARKING SIGN -PER CITY OF IRVINE SPECIFICA TJONS @ PROJECT I.D. SIGN (7) @ WATER EFFICIENT LANDSCAPE SIGN. SIZE SIGN SO THAT IT JS VlSIIlLE A'iD READABLE FROM THE ROADWAY SIGN SHALL BE WHITE WITH BLACK CAPITAL LETTERJNG AT LEAST 2 JNCI-IES HIGH & SHALL STATE: ''THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND IRRIGATION" -SEE NOTES SHEET 2 FOR ADDITIONAL REQUIREMENTS NOTE ALL SIGNAGE JS TEMPORARY. SIGNAGE TO BE MANUFACTLRED/PROVIDED BY THE OWNER -REMOVE @MODEL BUILD OUT SYMBOL LEGEND EQ 1L AC PA SQ TYP. SIM. A EQUAL PROPERTY LINE AIR CONDITIONJ'<G UNIT PLANTER AREA CENTERLINE SQUARE TYPICAL SIMILAR ALIGN W/ ADJACENT SURFACE STAIR RISER -S[E DETAIL PER PLAN HANDICAP ACCESSIBLE ROUTE 20 l MAX W/ 2% MAX. CROSS SLOPE CURB CORE LOCATIONS AREA DRAINS SEE DETAIL 1/5 --+--EXPANSION JOINT -•-4" DIAMFffR NO'iPERFORATEDABSDRAIN PIPE □ /I.REA DRAIN PER CJVIL'S PLANS l UPLIGIIT -SEE LIGHTING LEGEND 'JOIE: CONJ\ECT ALL DOWNSPOUTS TO LANDSCAPE DR/I.IN/I.GE SYSTEM PAVING LEGEND STONE PA VINO ro BE MONTEREY CREAM. GROl'T TO BE# 122 LINEN - /1. VAIL THRU CUSTOM BUILDING PRODUCTS. STONE A VAIL THRU: MODERN BUILD[R SUPPLY INC. (949) 254-4692 -GREG DRAZII. @ 3-1/2" THICK CO\:CRETE PAVJNG W/ 3/4" D[JJP SAWCUT JOINTS A'iD TOPCAST 25 flNISH -JNTEGRA.L COLOR TO BF SEI .ECTED -SEE DETAIL H/5 © © ® ® <D 3" DEEP LAYER 3/8" PEA GRAVEL: TO BE SELECTED -AV /I.IL THRU: SOUTHWEST BOLLDER & STONE (877) 792-7625 -PLACE OVER f!LT[R FABRIC -INSTALL WI ALUMINUM JJDGIJ\G RANDOM SH/I.PhD STONE PAVING: TO BE 'UTAH BLONDE' 1-2" TIIICK MAX. -AVAIL THRU: MODERN IlUJLDERS SUPPLY INC. (949) 254-4692 - OV[R 3-1/2" TJ-llCK CONCRETE BASE (DRJVEWA Y B/1.SE PER ENGINEER) - SEE DETAIi. D/5 TEMPORARY 3-112" THICK CONCRFI f' PAVING W/ 3/4" DEEP SAWCUT JOINTS A"ID TOPCAST 25 FINISH. COLOR TO IlJJ SJJLJJCTED. SEE DETAIL H/5 -TO BE REMOVED@ MODEL JJUILD our 3-112" THICK CONCRETE PAVING (DRIVEWAY THICKNESS PER ENGll\EER) WI 3/4" DCEP SAWCUT JOINTS Al\DTOPCAST25 rlNISH - INTEGRAL COi ,OR TO BE SELECTED -SEE DETAIL H/5 3" DJJEP LA YER3/8" PEA GRAVEL: TO BE SH.ECTED -AVAIL THRU: SOIJTHWEST BOULDER & STONE (877) 792-7625 -PLACE OVJJR l'JLTJJR FABRIC-INSTALL WI ALUMINUM EDGING +/-18" SQ. COLORED CONCRETE CHECKER!lOARD W/ SAWCUTS - SQUARES TO BE AL TERNA TING DA VIS COLOR & SCOF!Fl D CI-IEMSTAIN CS-I BLACK *CONTRACTOR TO PROVIDE SAMPLE FOR CLIENT APPROVAL· SEE DETAIL D/5 RANDOM SHAPED STONE SLABS: STONE TO BE UTAH BLONDE' 1-2" THICKM<\XW/ 2"-3" SPACES TO BE FILLED WI TURF. AVAIL THRU MODERN RllILDERS SUPPLY JNC (949) 254-4692 -OVER ',,!OR TAR BASJJ (DRJVEWA Y BASE PER ENGINEER) -SEE DETAIL D/5 ALL MATJJRJAL & PAVJNG SELECTIONS SPECIFlhD THRU MODERN BllILDERS SUPPLY ARE HAND-TAGGED BY MODERN BllILDERS SUPPLY ONLY CO:-.iTACT GREG DRAZIL @ 949-254-4692 & NOTE: ALL SPECIALTY PAVING, IRRIGATION & Pl ,A NTJNG WITHIN THE RJGIIT-01'-\VAY SHALL BE REMOVED & REPLACED WI PRODUCTION PAVING & LA'-IDSCAPING PRIOR TO PERMANENT OCCUPANCY OF THE MODEL HOMES. CONSTRUCTION NOT A TTON [TI FENCING PER PRODUCTION PLANS (TYP.) (TI PRODUCTION STOOP [TI PRODUCTION PARKWAY (TI SHOVEL CUT LAWN blJUE (TYP.) I]] PRODUCTION SJDEW I\LK (TYP.) m m TEMPORARY SALES OFFICE ENTRY DOOR -TO BE REMOVED @MODE! RlllLD OLT A/C LOCATION· 1D BE VERIFJED JN FIELD [TI TEMPORARY HANDJC/1.P ACCESSlRLE PATil OF TRAVEL WI 5% \1AX. SLOPE & 2% \1AX. CROSS SLOPE ·TOBE REMOVED@MODEL BULD OUT III TEMPORARY HANDJCAP ACCESSIBLE PARKING SPACE WI SJGNAGE & 36" MIN, SQ, UNIVERSAL ADA SYMBOL IN ADA APPROVED REFLECTIVE WARNING MATERIAL -TO BE REMOVED @ MODEL Bl !TT .fl OUT ITii) TEMPORARY ADA ACCESSIBLE RESTROO\1-TO BE REMOVED @MODEL BlJJLD Ol JT ITII TEMPORARY WOOD SCREEN FENCE· TO MATCH PRODUCTION WOOD FENCING· 1D BE REMOVED@ MODEL BUJLD OUT TEh,WORARY HANDICAP ACCESSIBLE STRTPFD LOADING ZONE TO DE ADA APPROVED REFLECTIVE WARNING MATERJ.I\L WI "J'.:O PARKING" PAINTED I'\ 12" HIGH LETTERJNG IN /I.DA REFLECTTVE WARNING MATERJAL SO IT MAY BE VlSJBLE FOR LOCAL TRAFFIC ENFORCEME:-.:T ·TOBE RE~.!OVJJD@ MODEL BUILD OUT [ill TH,ll'ORARY A/C PARKING LOT· TO BF REIOVED@ MODEL BUJLD OUT [BJ ITil OVERHEAD PER ARCHITECTCRE TEvIPORARY WI-!ECL STOP-TO BE REMOVED @MODEL BUJLDOUT II1l] PRODUCTION DRJVEWA Y APRON [ill fESTOON LIGH lll\U-LIGHTCRAFT OUTDOOR ENVIRONMENTS-BISTRO LIGI!Tf'.JG-BK-A-l2 W/ L-BK-MEDIUM-12 (15W Cl.EAR RULB -PH: 8]8-349-2663 • Jt>-ST.I\LL WI JUNCTION BOX & SWITCH 8 EARTHMOl:'\TlJNG-3:l'vlAX.SLOPE 9 ROLL OUT EXISTJ'JG SLOPE TO 4 I MAX. SLOPE 0 PORTABLE BBQ UNTT-COORDINATE GAS LINE-AVAIL TIIRU: INNOVATIVE OUTDOOR KITCHENS· COKTACT: ALICIA MARSH.I\LL -858-663-3338 I TRAP FENCE ACCESS GATE WI CANE BOLT & LOCK· TO RE REMOVED@ ~,IODEL BUILD OUT· SEE DETAIL F, SHEET 5. TRAP FENCE· TO BE REMOVED @MODEi RUTLD OUT· SEE DETAIL F, SHEET 9, ALUMINUM ARTIFICJ,I\L TURF EDGE· PER MANUF, SPECIFICATIONS HANDRAIL. REFER TO DETAIL OUTDOOR PJ:-;G PONG TABLE · KILLERSPJN MT-0 STREET EDITIO'J OUTDOOR TABLE -AVAJL. THRU: COSTC'O COM • PROVIDE J2) KETTI,ER HALO 5.0 PADDLES-BLUE & PACK OF (4) WHITE BALLS OTE: ALL "OR EQUAL" TTF.VIS SHAT L BE APPROVED BY TilE LANDSCAPE ARCHITECT PRIOR TO PlJRCHASF .~'JD/OR S TALLATJON. IF ITEMS DO NOT MATCH SPEC., CONTRACTOR S ALL REMOVE AND REPLACE SAID ITEMS WITII ITEMS TIIAT MATCH SPEC. TO THE SATISFACTTON OF THF LANDSCAPE ARCHITECT AND O'1.-"NER, ALL AT NO COST TO THE OWNER. LIGHTING LEGE'\JD SYM MFG DESCRIPTION ! liKIQUE PlJLS-I 2-5W11 .F'.D J'.:OT UKIQCE MM-300SS-SF-PC SHOWN CONTROLLER CO!v!MENTS PROVIDE OKE COJ'.:TROLLER AKD PHOTO CELL PER MODEL INSTALL PER MFG. AND LOCAL CODE I I SJ R !"11d;·c,,pe "rch11en1,re /u11d pl"""'''J 31726 Rancho Vi~jo Road I Suite 20 I SAn .lmm Cnpistrano, CA 92675 TEL ~!9 n6 fd0'7IFAXH9 1/6 t)o, n ll 11 \Jnl /It ,.,,/JI - ®SEE MA 1:cHLINE@ SHEET2 ~ ZfY a a SEE SHEET 2 FOR NOTES 1-,i\ll S CAP OH~• <:) '->;._f ~ ,· __ ,.-'I '-' "' 10/24/13 1 l/11/13 12/02/13 RJ RJ RJ DESIGN ADJUSTMENTS DESIGN ADJUSTMENTS s DESIGN ADJUSTMEJ'.:TS -- 25'•3" 7 a I I I I I I 18' ... a a 10' \ I I I 0 - ~ 10' 30'~ L -----; Sc SCALE 1" = 10' ,; C "' " L r-------------------,:t ~ APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. [' t. 1------------------,::: RCE EXP. DATE REVIEWED BY: INSPECTDR DATE I SH4ET I CITY OF CARLSBAD ~ 2 PLANNING DIVISIDN LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN RESIDENTIAL - SQUARE MODELS c L ~ C ~ V V f-L " c ~ C. L G ~ r ~ 0. ~ ~ I APPROVED, ;~al 4 t.iL.b\t: l----.f.-----+-----------------t---t---r--i--1 _PccL-:-AccNN-:-IN""G:---~~'-l,~~~~~---- l---+---+---------------t--1-1_1_1 p:: OWN BY: __ _ CHKD BY: __ _ RVWD BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL Expiration Date: OTHER APPROVAL CITY APPROVAL PROJECT ND. CT 08-03 DRAWING ND. 475-2N ·: '" EV. l 131, l . 11, l 1/13. 12.12, 13 ~ LEGEND Ci) MULCH-FEA Tl-lER TO GRATE IN PLAJ\1ING AREAS G) SUBGRADE • PER SOILS REPORT 0 6" DJA bXTENSIONS · LENGTH: AS REQURED © NDS 100 CATCH BASl'J 0 FINISH GRADE -SLOPE TO DRAJN 2% MIN 0 6" DIA DRAIN GRADE · GREEN 0 4" SDR 35 PIPE © 4" SQ. BRASS DECK DRAIN 0 ADJACENT PAVING DECK DRAIN "-----f7 TURF AREA SHRUB AREA I AREA DRAINS ------17 SCORE LINE AND EXPANSION JOINT SCI IEDULE 4' WALKS -SCORE @4' O.C. W/F.XP . .!TS.@ 20' D.C. 3" SECTION LEGEND 1/4" POLY FELT EXPAJ\SI0'-1 JOINT· FILL TOP 1/4" WITH THIOKOL OR APPROVED EQUAL rI'\IISH SURFACE· SEE CONSTRUCTION LbGENll FOR Fl:'!ISH 6"x6"xl0xl0 EW.W.M. CENTERED IN PAVING (UNLESS OTHERWISE DlRElTED fiY SOJLS REPORT) I" DEEP MIN. SCORE LINE l/2" RADJUS TYP. 90% COMPACTED SCBGRADE E ----(1) 3 -II l I· r1::;:1 LI ~; ,-_-v LEGEND G) 14" DRJP TCBE-CO;\INECT TO ADJ.IRRIGATION W: BUG CAP & ( l) 2 GPH EMJTTFR G) POT BASE OR PILASTER G) POT W1 PLA:--:TING • SEE PLANTING PLAN FOR POT SCHEDULE @ I 112" SCH 40. PVC DRAIN LINE: CONNECT TO LA'JDSCAFE DRAINAGE SYS . W / 1:4" DRIP TUBE JNSTDF FOR PLANT IRRIGATION G) 2" DP. 3'4'' DRAIN ROCK OVER FILER F ABRJC @ SEALANT NOTE: POT IRRIGATION S111\.LL BE CONI\ECTED TO THF. AUTOMATIC IRRIGATION SYSTEM POT DRAINAGE & IRRIG1\TION 6' 4' ~ 2 ~ l N 8 ' i / 3 / 'I / ' i • i,, ~ J/·~·,,W,·]t: . : .. ~[: -© .. • =II ·--lil=il = . . .. -.. '= 1~1::1 ·. ::c11 -n -TTJ=" · · -I]};',-; • . · J '=-Jir • ~-.. · · r--~ · · · -""ill"-' • ~-.. _··-~ ·•, -I ······ HI 11· <'l -; ..... : --, ·•,. '. •· -~-.,. 'll+ '. ]]J lJ"' . J1 .. ·. -11.E bl I I:;:; 1-,11Jjj I I l;.c 11 i-~m= ! ';;"· J'-011 LEGEND l. 2" SQ x .120 TIJB. STEEL POST '.ii) 8' 0.C. MAX WITH CAP & 2.5" l)]A. SPHERE 2. J" X 2" TOP. BOTT0\1 & SJDE RAJL CHANNEL 3. 5/8" SQ. TLB. STEEL PICKETS@ 4" 0 C 4. CONCRETE FOOTING WITH SLOPED TOP 5. 90% COMPACTED SIJBGRADE 6. GA TF LATCH W / PADLOCK 7. 8. (3) H.D. GALVANIZED HINGES STEEL NOTES • PAINT-ALL TUB.SIL SHALL RECEIVE (2) COATS RUST I'-IHIBITIVE PRJMER (2) COATS ENA!\IIEL PAll\T-TO BE SELECTED BY LANDSCAPE ARCHITECT -GRIJ\D ALL WELDS SMOOTH F TRAP FENCE ACCESS GATE LEGEND WlDTH PER PLAN G) f!NJSll TO BE SELECTED 3" 3" G) REINFORCEMENT PER SOJLS REPORT -~_l;;;; __ ;;;_••M~•-_·_r .. ~~r. r_-_,...,..-.. -_:-·,-,-. -.-. ',,...,._!If.·-.--;-,-:.-,:--, -::-<·-,1_i", 7, == ...... ~ .. n•-~J~ ___ .:..:-.. , ;1LJ-1·::.1::i_1·-·1 .... 1 ..... 1L i·--1·;).-1·:·1:·_.--1-:1, ... L.:1:. :-·,..-1 .LJ;.r.:..1··_111_·1 :,1 G) 112" RADIUS ALL EDGES 0 SUB BASE PER SOILS REPORT 0 FINJSII GR.A.DE ......... _ 1:::·""" ....... ... : ....... -.; _.......... I 1.. .. -:.: I 1--1 ' --I 4 A B C D SJ R /~nd,,·~•pe ar,l,11~cnir~ /,inJ plalllll)}g ---------------------------+-----,,--------------------------------3l726Rm1r.:ho\lit:JuRoaJ 1SuJLe2Ul H CONCRETE PA YING J P.LP. CONCRETE PAD Sfil! Ju!!II C'apistnmo, CA 92675 TEL H~ ''" r,~U/, fAX gJ~ 1;u 65•}:S 1'' 11' ,.. ·'J" ',,,. ' "n; 12''TYP. LEGEND CD ADJAC:ENT PAVING _;1····1····1-·,·1···1·-· ,-"tl~ ' ' •·. ...... =i =ill=l1 · 11=111=111=111. CD STONE TR FADS WITH 112" CANTILEVER (TYP.) SLOPE WN. 1/8" PER FOOT STONE TO HE 2" THK. X 12" W & MATCH ADJACENT PAVING G) STONF RISERS WITH 1/211 GROUT JOINTS (TYP.) STONE TO MATCH ADJACEt-:T PA \/!NG ' 1 i--:=111 __ J 11 ''iJUJ-;' ©-:! ,. ·-: i '·- 5\...-__/ ·;-1· • !r1 . . ~ .::.:::.ii-.. i· • @ COJ\JPACTED SUBGRADE PER SUJLS REPORT 0 J.12'' EXPANSION JOINT TOP & DOITOM WITH 1/2" CONTINUOJS READ AT SURFACE. COLOR TO MATCH GROUT TOP WITH SILICA SAND @ CO:--JCRETE BAS.I:: -REINfORCL\iENT PER CO'<TRACTOR STONE STEPS LEGEND (j) G) f,S. @GRAVEL OVER FTI TFR FABRJC 2" TIIK. STONE TREADS WITH 1/2" CA.'\TJLEVER (TYP.) SLOPE MIN. 1/8" PER FOOT. STONF. TO RE 2" THK. X 12" W & M,\TCH ADJACENT PA vlNG 2" T}!K. STONE RJSERS WITH 1/2" GRO!JT JOINTS (TYP.) STONE TO :vtA TCH ADJACENT PA VlNG COMPACTED SUBGRADE PER SOILS REPORT ADJACENT FlNlSHED SURF ACE COI\CRETEBASE-REINFORCEMENTPF.R CONTRACTOR G) 4" WIDE PLANTING AREA STONE STEPS W/ PLANTING 5 12" TYP. 3 LEGEND (j) ADJACENT PA YING 0 2" THK STONE TREADS WITH 1/2" CANTILEVER (TYP.) SLOPE MIN 1/8" PER FOOT STONE MATCH ADJACENT PAVING G) 3"X6" TILE RJSERS-CLASSIC TJLE & MOSAIC SPANISH BRISA COLLECTION. USE THE FOi.LOWING PER EA. RJSER • CTM SBl-200 • CTM SBl-201 • CTM Sll l-202 • CJMSBI-203 • CTM Slll-204 COMPACTED SUBGRADE PER SOILS REPORT 1/2" EXPANSJON JOJNT TOP & BOTTOM V\Tllli 1/2" CONTINUOJS BEAD AT SURFACE. COLOR TO MATCH GROUT TOP WITII SILICA SAND © CONCRETE BASE. REINFORCEMENT PER CONTRACTOR STONE STEPS W/ TILE RISER FACE -----' 5 -~---<1 . LEGEND (j) TJLE/SJ'ONE/BRJCK PA YING -THJCKJ\"ESS MAY VARY (2) MORTAR LEVEllNG BED G) BASE PER SOILS REPORT 3 © COMPACTED SUBGRADl'. PER SOILS i ---• ---1-I -I --REPORT , 1-i I ,_·-1 I 1_--1 I 1_·. 111--11 CJ 11-11 L :: 11-1 ' 1_·11 1 : .••. ;i_ul-;·111;:i;1u;-;;ur,·;·;1J1;::;;111-__ 111 111·:111_· 11 ['.IE----{4 CD REINFORCEMENT Pr:R SOILS REPORT L ~ I-t L £ ,· c "' P' re -----------------" V., APPROV[D roR § s_ /RR/GA TION AND PLAN TING S "· ONLY, INCLUDING PR[CISE ~ TILE/ STONE/ BRICK PAVING LOCI\ TION or PLAN TING ~ Expiration Date: lffV lOJJl,13. Jl/]J'J AREA. ~ 1------------------1~ C L RCE EXP. REVIEWED BY: ,· .------"- DATE ~ 0 ~ L b C "-' " .- ' r;;;I0-;::124:;-;ll;-;-3-f-r_-_"c;;--RJL .... 0zt:;:'"-[l~Fif.s;is1G,fr,l\~·:-;AD:ii,1rruisJT2elv;::;li'E'lcc,:;:;1T~S: ........................................................ J; ................ -+ ........ -=7f----_-_-_-f_-_-_-_7J==:::::;-~:::::::::::::=::::;::==::::;::::::::::::::=:::::::;-;:::::::::::::::~- JJ/ll/l3 R.l ' DESIGN ADJUSTME'ITS ' INSPECTOR DATE I SH5T ! CITY OF CARLSBAD ls225 I _12102113 R.1 , DESIGN ADJUSTME)\TS PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FDR: LA COSTA TOWN SQUARE RESIDENTIAL -MODELS A_P_P_Ro_v_E□_: ~''--<t:.=~~L {q-~ta l'Z·IZ--1~ f- _-----1-----1----1----1----.1 PLA~NING ~ l-----+---1----------~.,;..:;:~===:;-========;-;::::===~ .- ------1----1---+---+----I DWN BY: PROJECT NO. DRAWING NO. : DATE INITIAL DESIGNER DF WORK REVISION DESCRIPTION DATE INITIAL )ATE INITIAL Cl KD BY ' Rv-lWD BY;. --CT 08-03 475-2N "·· DTHER APPROVAL C;TY APPROVAL -r I I 12 ,. 12" 6 6" LEGEND 0 FIXTURE-SEEDED GLASS WITH FRA~IE & SlJPPORT-FIXTURE SHALL FJLL i,·R0.\1BOJTOM & SPJLL OVt.R@THE TOP-CONCEAL WATER SUPPLY INSIDE SUPPORT AR.\1 • AVAIL. TlIRU: ELEGANCE IN LIGHTNG SUBMERSIBLE LIGHT: 2' DIA NEX}.'lJS LED MINI SPOT SUBMERSIBLE UPLIGHTS -ONE BELOW EACH FIXTlJRE 0 G) DOUBLE 6XI2 TERRACOTTA TILES ARTO ARTILLO 'TUSCAN ~!l.:STAR.D'. AVAIL THRU ~!ODERN BUILDERS SUPPLY. COl\TACT GRhG DRALJL 949-254-.\692 TILE VENEER· TO BE OCEANSIDE GLASS TILE -~IUSE SERIES #030 SAl'PHJRh JRJDESCEt,;T. GROLT TO IlE SELECTED EXPANSION JOINT Fll\ISHED SURFACE 3" THK. STONE COPJNG-TO MATCH ADJACENT PAVING BOl\D BEAM PER FOlJNTA!l\ ENGINEER CO\!PACTED SUBGR.ADE PER SOILS REPORT @ l" THK. STUCCO FNISH TO MATCH HOUSE· END I" ABOVE F.G. / t.S. WJJH SCkEED -PAJNT TO MATCH @ Fll\lSHED GRADE @ QUARTER ROUl\D TILE: TO MATCH FJELD TILE. © WATERLCVEL @ OVERFLOW -CONNECT TO LANDSCAPE DRAJNLJNE @ SUPPLY LINE WI SEPARATE FLOW CONTROLS Q9 2" DEEP LAYER OF l"-2" DIA. BROWN ROUND PEBBLES @ LINE OF STUCCO & 1/4 ROUND BEYOND @ RliCl:iSSElJ T!Lb BACK @ DRAIN PER POOL CONTRACTOR NOTES A WATER PU~IP SIZE PER POOL ENG. B COORDINATE POWER & FO!J'-ITAIN SWITCH LOCATION WI OWNER -THIS ])fTATT IS FOR DESIGN NTE'-IT ONLY -CONTRACTOR SHALL SUPPLY SHOP DRAWING FOR A FULLY kECIRCULATING FOCNTAIN W/ RE\IOTE ON/OFF SWITCH & FLOW CONTROL. -STRUCTLRAL REINFORCE~IENT SHALL BE PER FOUNTAIN ENG. 18 12 --·-·~----· T ---------·If ··r----1..--------··r· ---1..--- I LlNE OF WALL.:i_ TYP. CAP (ABOVE) ,:,,1 ---------wl-----le .•. I 2'-0" 3'-0" 3'-0" 2'-0" PLANVTEW 12 . ·::"t"t~Jt ::t . ·+···h······ 4 FRONT ELEVATION ffi E FOUNTAIN -PI "AN 2 FRONT ·: ·: :i: .: .... -:-,. 12 I I LJ PLAN VIEW ELEVATION ;a, ' cs 4'-6" 4'-6" 4' 9'-0" EQ. EQ 3' ······-···· 12" 8 )---,. I I ···········•1 I r I· . A. WATERPmIP SIZE PER POOL ENG ----_,._ B COORDINATE POWER & FOUNTAN SWITCH LOCATIO:\ W/ OVv'NER I 1'··· ... :: __ I : __ ·1 ·· 1-·. •11- -TlIIS DETAIL JS rDR DESIGN lc\JTENT ONLY -CONTRACTOR SHALL SCPPLY SHOP DRAWING FOR A FULLY RECIRCUL/1 TING FOUNTAIN WI RE,!OTE ON/OFF SWITCH & FLOW CO'-ITROL. -STRUCTURAL REINFORCE\IENT & FOOTINGS SHALL BE PER STRUCTURAL E'-IG. &o LIVING WALL/FOlJNT1\IN I . I n 17 4' EQ 3' LEGEND G) 0 0 © 0 © 3" THl< STONE CAP -PER CALLOUT 1/6 BELOW STCCCO PILASTER TO \1A TCH HOUSE c~ru RET AJNJNG IV ALL PER CIVIL ENG. FINISHED GRADE STONE POT BASE STONE VENEER: TO BE 'UT Ali BLONDE' AV All THRU MODERN BUILDERS SUPPLY: (949) 254-1692 0 FOUNTAJN BASIN -REINFORCEMENT PER FOUNTAJN El\G. @ FOUNTAJN E\UTTER-(3) TOTAL-TO BE SELECTED ® RETLRN LINE @ 4" DIA PERFORATEDDRAJNLNE WI ONE CCBIC FT. OF :lRAJNROCK PER LINEAR FT. OF WALL -WRAP IN FILTER FABRIC -DAYLIG:-JT@LOTDRAINAGE SYSTEM @ CO\!P ACTED SUBGRADE PER SOILS REPORT @ @ FINISHED SVRF ACE SUPPLY LINE @ GREEN WALL ASSE~lBLY ·TOBE SELECTED @ @ @ 2X PTDF BLOCKING AS REQUIRED W ATF.RPROOF MEMBRANE COl\TINUOUS DRAIN ii; GREEN WALL @) DRAIN LNE • CONNECT TO LOT DRAINAGE SYS TE\1 @ l" THK STUCCO FINISH TO MATCH HOLSF.-F.Nfl l" AIIOVE F.G. Wi SCREED· PAINT EXPOSED C\fU TO \1ATCil POT· PER PLANTING PLAN POT DRA!NllRRIGATION • SH lJETAJL E. SHEET 5 (S1\1.) TILE VENEER· TO BE NPT 4X4 BLACK OVERFLOW. CONNECT TO LOT DRAJNAGE 2" DEEP LAYER OF I"-2" DIA BROW:-1 ROUN!J l'EllllLES @ !l!IRROR BY OTHERS -PROVIDE BLOCKING & CONKECTION 4X8 LAJD FLAT· NOTCH l" OVER BEA.\1 6XIOBEAM 6XIO-NOTCH 2" OVER BEAM (3)2" DIA. LOW VOLTAGE NEXXUS LED MI:-11 SPOT SUBMERSIBLE UPLIGHTS -(I) @EA EMITTER LOCAT!Ol\ @) FASTENER PER STRUCTUR.4.L ENG SJ R 1" - 1" - :i11l8CAP JOH", 0 ·' ~ l,,1idscap~ /1J"c//rtrct11rc land pl,1111ung '¾'~ "/.-;::, '-' "' 31726 Rrrncha Viejo RoBd I Srntc 201 San Juan Capistianu, CA 92675 1,·11·1, '·' ,,i "~ rr1m ~, -" -* '-"'~!---'-:/. * D.-\IE Op CAI,\ Expiration Date: J' 3' 26 28 Cj) 30 I 2.__.---r I SECTION B-B 14" < ~ I. ~ "' "' "' ' "' ~ > <f .~ •· 4 • 6 ···-... ~. 8 . I 1: 11 1: LEGEND 0 0 0 0 0 © (i) STONE CAP-TO BE 'UTAH BLONDE' AVAJL THRU GREG DRAZIL @MODERK BUILDERS SUPPLY (949) 254-4692 I" THJCK SMOOTH STUCCO FINJSH • TO MATCH HOUSE CMU • GROUT ALL CELLS SOLID COMPACTED SUBGRA!Jc PER SOILS REPORT CONCRETF. FOOTNG ADJACENT FINISHED GRADE SCREED I" ABOVE F G./F.S. PJ\INT FXPOSFJJ CMU TO MATCH (D 4" DIA. PERFOR.~TED DR.AINLINE WI ONE CLBIC FT. DRAl';ROCK PER LINEAR FOOT OF WAI.L-WRAP WI FILTER FABRIC -DAYLIGHT I§ DR.Al'; SYSTEM 0 WATER.PROOF :V!EMBR.ANE 5 }--_... STRUCTURAL NOTF. ALL WALLS lJNDER 5'-6" SHALL CONFORM TO SAN DIEGO R.EGJONAL STANDARD DRAWJNG DcTAILS B STCCCO RETAIKING WALL-PLAN 3 REAR 2)--, s)---. -----1_ 6 ,, _-- -;:I i]J:'P;_ .. LEGEND 24" SQ. CD 0 0 0 0 I • ,i © • --.:----'I, r.;, P LP CONCRETE PEDESTAL -TO RECEJVE TOP CAST25 FINISH & COi.OR TO MATCH ADJACENT PAV!l\G 1/2" TOOLED RADJLS TI'P. CONCRETE FOOTING TOP OF /IDJACFNT STliPS FINISHED GRADE COMPACTED SUBGR.-\DE PER SOILS REPORT NO. 4 \iFRT. AT EACH CORNER MIN. 2" CLR L f_ I-f ,'. ~ " " I= ,. .I 1e ~ l.!.I : 1 .·;• t,. ··:1------,,..-1. © APPROVED FOR NO. 3 lIOOP. AT TOP, MIDDLE & FOOTJNG MIN ,-------------------~- 2" CLR. ~ 0 POT PERPLANTINGPLAN !RR/GA TION ANO PLANTING 4 : i :i, f · · l 4 @) POT DRA!Ni!RRIGA TION • SEE DETAIL E, " § C ~ , ~ V C L , I j I ·. SHEETS ONLY, INCLUDING PRECISE ~•1 ..:1 J ,. @ ADJACENTPAVING LOCATION OF PLANTING ~. @) EXPANSIOK JOINT =:I i • : . · • .1, ~ ·1 I . NOTE· VERIFY POT BASF PRlOR TO FORMING 1---------A_R_E_A_. _______ ~:~ <! 0 . !.I . • I II.! ~ 1=:ti------4 3 CONCRETE TO ENSURE CORRECT SJZE E ---~ . I 4· .• .-... .ll...-.j::Q_ ' . · 1 . <! ... & ' "1 . ' ' ' . . . __ -8 ~ -; '1-,' -, 11-·,· 1 -1 1-I _'If--X ~ -.-----, 1 --------,, -, , --I -. -,_1 ~ i=: l=:I; 1-111-1 ll==I 11==111-, 11· RC[ ___ EXP,____ DATE ~ l------r------~----.::::1::." ------------------l"R;:-iii;:;;:;r\Av:------------iis REVIEWED BY: c C P.I.P. CONCRETE POT PEDESTAL -PLAN 4 FRONT " , I 0/24/13 RJ DESIGN ADJUSTMEKTS I 1/11/13 RJ ) DESIGN ADJllSTMEl\TS 12/02/13 RJ DESlGN AD.lllSTMEKTS I-----..L.--------------------------------l 1NSPECTOR DATE ::::===::::::::::=================:=====~-r-l-s-H6E-ET....JI ~c:;::I~T~Y~=;o=;F===;c==A=;R~L=s~B=A=D=:.:;;I :.:..::_2--11= ~ :;=:;:;;:;:;:'_;;:;==::::::::=::P~LA:::N:::N::I N=G:::::::::D:::I V:::I S:::I O:::N:::::::==:::::..:::::::::::::~ f----1---+-----------------+---+---+---+----I LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL DA lE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN RESIDENTIAL PLANNING OWN BY: PROJECT NO. SQUARE MODELS DRAWING NO. CHKD BY: __ _ RVWD BY: CT 08-03 475-2N , A I I 18 15 (_/ I. •• L, 6 I ]'1TYP. ~~ - I I " • . q. I • . I SECTION @ IRON POST 3'-0" PLAN VIEW //,.--~ 8" TYP. TYP. TY!'. FRONT ELEVATION 25'' TYP. FIREPLACE -PLAN 2 REAR 2'-10" JO'+/- 10'-0" 2" 15 10" TYP. 3'-0" TYP. 3'-0" • 0 ' 0 - 17 25 26 121---- 24 So 8 00 4" 10)---------__ _ SECTION A-A SJ R lu1JJHup~ c,rc!11te,·/1<1"e /~.•H/ p/~Jllll'l!: 31726 Rancho ViCj(l Rnacl] Suite 201 San Juan Capistrano, CA 92675 lEL 9H 2'16 i;JOO f.\X 9~91'6 o>~~ lt'\l'W !i/ '1,' I.' C C Q/11 3 SCA; ~,.~ """ -'-'---'-"' - E~piration Date: REV I ~ 13, 11 11,1 . I - ~---,7 2 6 LEGEND G) I" TllJCK STUCCO FJ'JJSH TO MATCH HOUSE -F.NJ) I" ABOVE F.G. @BACK, PAINT EXPOSED C~!U TO MATCH G) CMU -GROUT ALL CELLS SOUD G) FIRE BRICK -TO BE SELECTED © DMIPER 0 APPROVED SPARK ARRESTOR © WATFRPROOF~IHIBRANE 0 © FLUE TILE-4X4 ARTO ARTILLO 'TUSCAN ~fUSTARD' GROllT COLOR TO BE# 122 LINEN: AVAIL JHRU CUSTOM BUTT .J)]NG PRODllCTS 0 ADJACENT PAVING WI EXPANSION JOJ1'T @ COMPACTED SUBGRADE-PER SOILS REPORT @ P.1.P. CONCRETE FOOTING -PER STRUCTURAL ENG. @ TERRA COl TA TILE CA!' -ARTO ARTILLO 'TUSCAN MUSTARD'. GROUT COLOR TO llE # 122 LJ:-IEN: AV AIL TI,RU CUSTOM BUILDING l'ROIJUCTS @ FI\IISIIED GRADE @ FI\IISHED St.:RFACE @ (4) 2" DJA. IR0:-1 POSTS WI Fl ,,~RE & SPHERE @ 111::'I AL BASE @ 1 IETAL PLATE 'BOX' SURROUND @ ELECTRICAL CONDUJT -CONCEAL BEHIND POST @) GAS KEY LOCA TIO'l @) GAS LOG SET· TO BE SELECTED @ GAS SUPPLY LINE @ 1" DIA X 5" TRO"\J Rl'JG @ 4" DJA PERFORATED DRAINLJNF. WI ONE CUBJC FT. OF DRAJ:-IROCK PER LINcAR FOOT OF WALL - OA '\'LIGHT 11\TO LOT DRAJNAGE SYSTEM· WRAP J'l FILTER FABRIC Q9 I" R~DJUS ALL CORKbRS & EDGES @ @ @ @ TOP OF ADJACENTRETAINJ:-IG WALL ADJACENT STEPS STONE \lbNbEK 'JO MATCH ADJACEKT PAVING CUSTOM UGHT FIXTURE -LOW VOLTAGE-BY ELEGANCE JN LIGHTING @) l12" X 1-1/4" HALF RING @) HEAVY GAUGE CHAIN TO ~1ATCH FJNJSH ON POST L ~ f- t S· ~ C t I:' .---------------------,0- APP RO V [ D FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING ~ C: AREA. L 1------------------~~ C C ,. RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE C ~ 1-.LJO!L/2!.!4!.!IJ"-3+-RJ!:s!...-+~-'D"'E""·S,,IG'-"N'-'A=DJ"'U-"-ST'-'~""lE'"N:,.,TceS ________ --j-----lf----+----+----t I SH?EET I 11/IJll3 RJ DESIGN ADJUSTMENTS 12102113 RJ ·1 DESIGN ADJUSTMENTS CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN RESIDENTIAL SQUARE MODELS t E ~ ::========================:~ l---+---1------------------+----+---+----+---I ~ "" APPROVED: i~l( er-~,~ IZ. · Jz,. 1-., PLANNING t= "' DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 08-03 475-2N OTHER APPROVAL CITY APPROVAL RVWD BY: ' C '' C &E 12" ,,.---{6 Co F.G. LEGEND ---1.3 (j) 0 0 0 0 © 0 CMU, UROUT ALL CELLS SOLID "'------{4 I" TI-IK. STUCCO FINISH TO MATCH HOUSE. END I" ABOVE F G./F.S. W/ SCREED· PMNT EXPOSED CML TO MATCH P_J.P. CONCRETE FOOTI1'G crn,tPACTED SUBGRADE PER SOIIS REPORT ADJACENJ FINISHbD GRADE PRECAST CAP TO MATCJI ARCIIITECTURE. MITER C'ORNERS@ DlRECTIOK C'HA'JGE 4" DIA SCH. 40 PVC PERFORATED DRAJNLl'JE W / 01\F C'llBIC FT DRAIKROCK PER LINEAR FOOT OF WALL • WRAP W /FILTER FABRIC· DA YLJGHT @; LOT DRAINAUE WA'JloRPROOF ~lHIBRANb STRUCTLRAL NOTE: ALL WALLS UNDER 5'-6" SHALL CO>-JFORM TO SA>-J DIEGO lillGJOJ\AL STANDARD DRAWING DETAILS STUCCO RETAINING WALL 9)-----.,,1 ·~- ·-~~·- 5 }-~ )-----". : = I 4 . • 12" , I 1 .· 4 ~ I . . .,----{I l F.G. LEGEND I 1-.... i ; 1-··-·-·----1 ,--; i -- (j) G) 0 0 0 © DJU, GROUT ALL CELLS SOLID 1" THICK S'\IOOTH STUCCO FINISH: TO MATCH HOUSE P_l P. CONCRETF FOOTING CO\!PACTED SUBGRADE PER SOILS REPORT AJJlACbNT FINISHED SURFACE 4" DIA. SCH 40 PVC PERFORATED DRAIJ\LIJ\E Wi ONE CUBIC FT. DRAINRUCK PER LI1'EAR FOOT OF WALL -WRAP W/ FILTER FABRIC· DA \'LIGHT @ LOT DRAINAGE WATERPROOF l\!El\JBRANE EXPANSION JOIN I HANDRAIL· SEE DETAIL B, SHEET JO ADJACENT STEPS --SEE DET,\IL C, SHEET 5 3" THK STONE CAP-TO BE 'UTAH BLONDE' AVAIL THRL h10DERN BUILDERS SUPPLY. CONTACT GREG DRAZIL (949) 254·4692 STRUCTURAL NOTE: ALL WALLS UNDER 5'·6" SHALL CONFORM TU SAN DIEGO REGIONAL STA'IDARD DR.A WING DETAILS RETAINING WALL -PLAN 3 FRON ·1·r l" TYP. l/2" TYP. Co CAP ELEV A TION CAP PLAN VIEW LEGEND 0 @ © G) © @ @ (iJ) @ @ [2) 6Xl2 TERRA COTTA TILES: ARTO ARTILLO 'TUSCAN hllJSTARD. AVAIL THRU MODERN BlJILDERS Sl:PPI Y C'ONTAC'T GREG DRA7.11. [949) 254·4692 GROLT COLOR TO BE H 122 LJNEN: AVAIL Tl IRU CUSTOM BUILDING PRODUCTS 6XI2 TERRA COTT A TILE: ARTO ARTILLO 'TUSCAN h11JSTARO' AVAIi. THRU h10llERN RLILDERS SUPPLY. CONTACT GREG DR /\7.IL (949) 254--1692 GROUT COLOR TU BE ,1 122 LINEN: AVAIL THRU CUSTOM BUILDING PRODUCTS • ALIGN GROUT JOINTS I" THK. STCCCO FINISH TO \1A TCH HOUSE -END I" ABOVE F.U./F.S. PAINT EXPOSED ChlU TO l\1ATCH EXPAI\SJON JOINT FINISHED SURF ACF. 4" DIA PERFORATED DRAl>ILINE WI ONE CLBIC FT. DRAJNRUCK PER LINEAR FOOT OF WALL· \\'RAPW/ FILTER FABRIC DAYLIUHT @DRAIN SYS 11:.M COl\!PACTED SLBGRADE PER SOILS REPORT P.1.P. COKCRFTE FOOTING ADJACENT FINISHED GRADE WATERPROOF l\lEMBRAJ\E GROVT FILL SPAC'E STRUCTURAL NOTE: ALL WALLS UNDER 5'·6" SHALL CONFORM TO SAN D!FGO RFGIONAl. STANDARD DR~ WING DETAILS ' ,----i 0 ' ;.. ,---J 'a,-_, ..- @)---, ~ rr ~ ~ ~ vA L./ ' ' ' 6 PLAN VIE\V ' ' ' ' ' ' ' ' ' ' ' ' -·•·+~ -+ ' ' ~~ ' < ~~ 3'-0" ' ' ' ' ' 2'-1" TYP. ?5" ' ' ' 17 ~ 3'-0'' ............ ···1· . -----4 ' + +-i ' L s FRONT ELEVATION ' B STUCCO \VALL \V/ TILE CAP -PLAN 2 LEGEND 0 SU:'vlMJT REFRIGERATOR. ',,JODEL SPR6DJBLOSHV (D DANVER • MODEL IDWI621·1 DRAWER SET WI CLEAK BOX DANVER • MODEL IDR3621-2 CABINET WI CLEAN BOX ..,..,~"'7--,,--r--r----.-r--r"'7--,,-rr'~----------'I, 0 FIRE \,ll\GIC 36" WIDE BBQ -MODEL ALRORA A7901 0 P LP CONCRETE COUNTER· TO BE HARD TROWELED, WAXED & SEALED G) 1" TIIK. STUCCO FINISH TO ~1ATCH JIOUSE • END I" ADOVE F.GIF.S .• PAl',JT EXPOSED CMU TO 'v!ATCll 'a,-G) 4" TILE KICK SPACE -TILE TO BE CLASSIC TILE & M MOSAIC • SPAKISH BRISA COLLECTION CTM SBl-200. WRI\PTILE 01\ SIDE CPTO WALL & ALONG SIDF TO B.ACK OF BBQ © CMU -GROUT ALL CFLLS SOLID ® P LP. CONCRETF FOOTING -PER STRUCTlJRAL ENG. :,,\'.'.::1. ,-,~~'.'.7i .. 1TJ'.:'.'.''":1·@) EXPAJ\SJOI\ JOINT I 1=111=-'°~ @ 9 ... ~--·--_ I . J!\ .d. 'SI A, . : @ 11-.,. :4 4 4 4 .• '.I' @) :]1-4•. 4 4•4 • ·1· 1--~-r==r-n::=.,.;-~=,....,-,,,=i..,..,,=,.,...,.~,.___ .... I -=1 1=.==,I .! I 1_i_ ... _-,-,-, fINISHr:D SURF ACE FINISHED GRADE BOND BREAK NOTE: ALL STRlJCTlJRAL RE!NFORCEME'\T SHALL BE PF.R STRUCTURAi ENG. "OTE: ALL DANVF.R PRODUCTS AVAIL THRU· INNOVATIVE OCTDOOR KJTCHENS • CONTACT: SECTION ALICIA MARSHALL -858-663-3338 10'-0" NOTE: VERIFY HEIGHT OF REFRIGERATOR PRIOR TU BUILDING STRUCTURE ,l,N 2" TYP . . . , ·' •. ~ ... .... ' I ~ ' ,· I . " ..-M ., ' . i 'a,- 3 2 FRONT ELEVATION D BBQ COUNTER -PLAN 3 I" T\'P. 11 SJH /11.,.i<cupe ,,rcf,1/,•1 ,.,,.~ /c,•1<i p!,1,rn,1,g 31726 Rancho Viejo Road I Suite 201 San Juan Capistrano, CA 92675 LEGE1'TI 0 0 0 © 0 © 0 © ® @ @ @ @ @ 0) @ @ @ @) @ @ @ @ @ :\Ill SCAp l OfliV I" THICK STUCCO FINISH TO MATCH HOUSE PRH'ASTCONlRETE CAP-TO MATCH ARCHJTECTURE -\11TER CORNERS@, DIRECTJOJ\ CHANGE TlLE-TO BE OCEANSIDE GLASS TILE: MUSE SERIES t/007 OXYGEN -718'' SQ. PIECES QU.ARTEK ROU\JD "J ILE· TO BE Ol'EA:-.ISJDE GLASS TILE· lVfl.lSE SERTF5, #051 SHADOW ffilDESCFNT• 7/R" SQ. PIECES JJOND lll.::A..\1 PLR POOL l.:NG, POOL PLASTER -TO BE SELECTED TlLE INSET @H11TTJ..:R. TO llE SELECTED WATERPROOF MEJ\.1BRANE COMPACTED SUBGRADE PER SOILS Rl.:PORT 4" DIA. PERFORATED DRAJNLINE WI 1 CUBIC FT. OF DRAINROCK PER UNEAR FT. OF W Al.L -WR.AP IN f1J ·11::R FAI3RJC-DAYLJGJ-IT 'JiJ LOJ' DRAJNAGE SYSTEM '\\iATER SCPPLY LNE-PER POOL ENG. L0'\\1 VOLTAGF 2'' DlA l\1f1',;l SPOT DOWJ\7.IGHT- NEXXUS OR EQ. l.:LECTRJCA.L SUPPLY/CO:\IDUlT -PER rooL/1..::LEC'JlUCAL ENG. WATER LEVEL EXPANSION JUJNT ADJACENT FThlSHED SCRFACE VASE· TO BF Q1JJCKCRETE PRODlJC'TS-#QR LR}.; 1548 WITH /\.CJD ETCH COLOR LTh-tESTONE TO BE SELECTED. EPOXY TO TILE AND WATERPROOF Fl\lISHED GRI\.DE PRECASTCOI\CRETE COLU:\1N (HALF)-TO MATCH HOUSI.! A.DJ,\CENT RAISED BOND BEAJ\·1 AlR GAP BET\'VEEI\ llO"'.'-JD BEA!\1 & RETAJNJI\U WALL ADJACEJ\T RETAJNING WALL TILL: ULYOND WATERLINE TILE AND POT BASE TILE: TO BE OCEAKSIDE GLASS TILE: MUSE SERIES #051 SIIADO\\' lRJJJESCE!\T-7/8" SQ. PIECES SPA \VALL ~ ¾ ,;. ~ '---' = r, * * ") X--'C-!~'---'✓- ,,-Q ~-~- Expiration Date: :V. ,]IJl. ill.I .12 I DATE INITIAL DESIGNER OF WORK ?5" ' ' ' I9 7 I I I I l I I I I I I I l I I I I I I 2'-lJf' I I I I I 3'-0" ' ' 12" SLOJ4: 1% REVISION DESCRIPTION 3 I I I I ' ' ' ' ' 1 I f I I I I I I I 1 . ' DA1E ,. _, INITIAL 011-IER APPROVAL -·•I;;---· 11 1 · ·--·-·---.111·.··· -1 ·····-···-· ..... . ·-'--··--···- ·····-·:::: I 11-·-·-·····: -.. ' ............. 1 I I 1 111- 111 I 11 1 ·.····-.. 111-., ,--··--- . ·-···· ,([i:1:}i(; DATE IN111AL CITY APPROVAL 21 I I ..------------------------.5 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN TING AREA. er ~ C i---------------------c . " t RCE __ _ EXP. ___ _ DATE 1----------------------i'C ~ C ~ ~ " INSPECTOR < DATE S CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN RESIDENTIAL APPROVED: /"v:..t \ l1-~\~-lt- PLANNING SQUARE MODELS i"!:· IZ--•I~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 08-03 RVWD BY: 475-2N F C C F 17 LEGEND l. 2" SQ. x .120 TUB. STEEL POST@ 8' O.C. MAX WlTll CAP & 2.5" DIA. SPIIERE 2. I" x 2" CHANNEL TOP & BOTTOM RAIL. 3. 5/8" SQ. TUB. STEEL PICKETS @4" 0.C. 4. 5. CONCRETE FOOTING \VJTH SLOPED TOP 6. 90% COMPACTED SUBGRADE TRAPFENCE 24" SQ. 8" 8" TYP. TYP. .• .,. -· 8" 8" . ·l A I •• ., . t!::::=::::..1. . .• .d ' _-a, TYP. "'~c::::::::::~µ I 8 , rn"---~,--------""'----" 16 SECTION @ lJRN TYP. • • 12 • • l •. .. d . . . • .• ·4 .. A .. .i, v" v" v" v" v" v" v" +-~~==&'>==---------{5 .... m ... I~-' -1 -,-11 .~ STEEi. NO 1'1-!S • . . : ), l 1-0" -PAfNT-ALL TUB. STL. SHALL REl'EIVE (2) COATS RUST INI-IIBITJVE PRIMER (2) COATS ENAMEL PAINT • COLOR TO BE SELECTED BY LANDSCAPE ARCHJTECT -GRIND ALL WELDS SMOOTH I " TYP. 12" LEGEND CD C\l\l, GROLT ALL CELLS SOLID CD l" THK. SMOOTH STUCCO Fl'-IJSH COLOR TO MAJ CH ARCH., TO EKD l" ABOVE FG PAINT EXPOSED nru TO MATCH G) CONCRETE FOOTING G) cm!PACTED SUBGRADE PER SOILS REPORT @ Ff\JJSHED GRADE @ STONE CAP· TO BE 'LTAH BLONDE' AVAIL THRU ~!ODERN BUILDER SUPPLY NOTE: STRUCTLRAL REINFORCEMENT & FOOTING PER STRLCTURAL EJ\GJNEI:R • DETAIL FOR DESIGN JNTEI\T ONLY STUCCO WALL L CD D 12" DIA PRECAST CONCRETE COLUMN COLOR TO MATCH HOUSE 0 PRECAST CONCRETE VENEER TO MATCH llOl!SE G) © 0 © G) © ® @ @ @ @) @ 2" DIA IRON ROD W/ 2-112" DIA IRON SPHERE @EA. END C~ !U · GROUT Al.l CFI.J.S S01.ID COl\lPACTED SUBGRADE PCR SOILS REPORT flNISHED SURFACE FJJ\ISHED GRADE EXPANSION JOINT !RON COLLAR TO BE l'ABRJCATED P.l.P. CONCRF.TF FOOTI'JG -PF.R STRl:CTUR Al. F.'JG. TILE VENEER-TO IJE OCEANSIDE GLASS TILE: ~!CSE SERIEspLAN VIE\V #007 OXYGE'-J JRIDESCEKT-7/8" SQ PIECES L.E.D. UPLIGHT • NEJO.'.US OR EQUAL BOND BEAM PER FOUNTAIN ENG. URN: #QRUR.'J2736P BY QUJCKCRETE PRODUCTS • ACID ETCH F~JSH • COLOR TO BE LI\!ESTONE SERIES T.B.S. PA EQ. @ I" SUPPLY LINE W/FLOW CONTROL 3 9 RF.TURN Ll'JE FESTOOJ\ LIGHTS • REFER TO PLAN NOTES • ATTACH TO HOUSE W / 6X6 IRON PL.A TE & MATCHING LOOP OVERFLOW· CONNECT TO LANllSCAPE llRAJNL!t\E lRON l.OOP DRAIN • PER POOL COJ\TR~CTOR OCEA'JSIDE GLASS TILE: MUSE SERIES #051 SHADOW IR!llESCEt\T. GROLT TO BE SELECTED GENERAL NOTES • STRUCTURAL REJKFORCE\!EKT ON PILASTER & IRON ARBOR SHALL BE PER STRUCTURAL ENG. -IRON: GRl'-IDS ALL WELDS SMOOTH· PAIJ\T WI (2) COATS RUST !Nll!BITIVE PRIMER & (2) COATS FLAT BLACK OUTDOOR ENAlllEL FOUNTAIN NOTES 24" TYP. 6 FRONT ELEVATION A WATER PlJ~IP SIZE PER POOL ENG. .• B. COORDINATE POWER & FOUNTAIN SWITCH LOCATION W/OWNER -THIS DETAIL IS FOR DESIGN JNTE'-IT ONLY • CONTRACTOR SIIALL SUPPLY SHOP DRAWING FOR A FULLY RECJRCULATll\G FOUNTAIN W/ REMOTE ON/OH SWITCH & fl .OW CONTROL. -STRUCTUR.4.1 REINFORCa!ENT SHALL BE PER FOl!KTAIN ENG -IRON. GRIND ALL WELDS SMOOTH. PAINT W/ (2) COATS OF RUST INHlBITIVE PRIMER & (2) COATS OF FLAT BLACK ENAl\lEL • ALL IRON SHALL HAVE "HANll HAMl\lEREll" LOOK 17 21 "' 19 " --·+ ... IJ ..• 7'-0" SQ. I r C FOUNTAIN & IRON OVERHEAD -PLAN 4 SIDE v" v" v" v" v" v" v" 2 6" "'L ___ ....:.t-t:'.:::.V LEGEND CD G) G) @ @ G) ® D STONE CAP: TO BE 'UT AH BLONDE' A VAJL THRU \IODERN BUILDERS SUPPLY. CONTACT GREG DRAZIL (949) 254-4692 I" THK. S~!OOTH STUCCO FJNJSH, COLOR TO \1ATCH ARCH .. END l" ABOVE f.G. PAINT EXPOSED CMU TO MATCH STUCCO CONCRETE FOOTING COMPACTED SLBGRADE FINISHED GRADE OR SURF ACE FOOTING -MIN. 2" CLR. nll·, GROUT ALL CELLS SOLID 4" DIA. SCH. 40 PVC PERFORATED DR.AlNLJNE W/ O'JF. CURlC FT. DRAlNROCK PER LINEAR FOOT OF WALL· WRAP Wi FILTERFABRJC WATFRPROOF l\!El\!RRANF STUCCO REI. WALL PA EQ. S J H ~1\SC4p 101-:JN /u1,J1,·cupe ,1rc/nr,,c111re I,, ,,d pl~" "'"fJ ~t:.';' -' --1,lc=-+- 31726 Rancho VieJo Road I Suite 201 San Juan l'apistrnno, CA 92675 ,,.,,·11· .,;a:,,,· , '-'-"' V. I ,._ ;] . l I ~ 0.0.TE p C,~\, Explration Date: . ; : :· .. ,· '·. '• EQ SIDE ELEV A TION 12" 6" • N M EQ. EQ. 1 ---/ ' ' / \ I I -I l I I \ I \ // ,, >--- ' l 811 CAP PLAN VIEW ~ ~ " -----0 CY "" --Q)O' "' ;,. g, N ;;j' LEGEND 1/2" . TYP. '--------- ' , 'r---' ----------- ' , , , .. , _....,, -': .. ,. ·--.. · 24" FRONT ELEV A TION •c~C-~c.c .......... ····· 1 ' ... -_'f...,..,""""-'"-""---"'-"""".,.,,H-If-'--~--{ ' , I" "' ;.. - 0) 0 © 0) ® 0 @) @ @ @ @ @ @ @ @ @ I" SQ. 1RON SUPPORT W/ ]APER & SPIIERE 3/4'' X 2~1/2" IRO'K HA'\JDRAJL W/ SCROLLS DOUBLE 6Xl2 TERRA COTTA TJLES · TO IlE ARTO ARTILLO 'TUSCAN llfUSTARD' AV AIL THRU l\!ODERI\ BULDERS SL"PPLY CONTACT GREG DRAZJL (949) 254-,1692 GROUT COLOR TO llE # 122 LINEN A VAIL TURC CUSTOM BCILDJNG PRODLCTS DECOR 4 TIVF I\ IFT /\L PLA TE1HANDRA,IL I\.JOUNT -TO BE FABRICATED SCROLL@ SUPPORT ADJACENT STEPS TOP or ADJACENT W_l\l_L FINISHED SURF ACE I" "!HK STLCCO HNJSH OVER CS!U TO MATCH HOUSE· END 1" ABOVE F.G. / F.S. -P.A.JNT EXPOSED Cl\1U TO l\,1ATCH P.LP. COJ',;CRETE FOOTJr--.G nm. GROIJT ALL CELLS SOLID t4 HOOP· TOP, l\!IDDLE & 1'00 llNG · MJN l' CLR. #3 VERT. @EACH COR~R -l\11N. 2'' rLR FINISHED GRADE EXPANSION JQL\JT GROLT FIIJ. SPAC'E C011PACTED SUBRGRADE PER SOILS REPORT NOTES: -lRON: GR!l\D ALL WELDS SMOOTH· "HAND HM!ll!ERED" LOOK & SHALL RECEIVE (2) COATS OF RUST INHJBITIVE PRll\lER & 12) COATS OF FLAT BLACK OUTDOOR ENAllfEL -THIS DETAIL IS FOR DESIG'-1 lNTENT ONLY -CONTRACTOR SllALL SUBl\fJT SHOP DRAWINGS TO LANDSCAPE ARCl-l]"l'EC'J' PRlUR ·ro FADRICATIO:'ll A POT WALL WI HANDRA..11-PLAi"\f 2 5 5' SIDE ELEVATION C FRONT .ELEVATION ,;L..,,E..;;• G..,.E;;a.:ND~,..,...~-vv------✓-, _ & KR.A.VET FABRIC AWNING: '/123336 FISHERMAN - COLOR ro BE #JI:, WlC'J.;FR RETAINING WAT J. -PER STRllrTIIRAL ENGINEER - 1" THK. STUCCO FINISH TO lv1ATCH HOUSE· PRECAST CONCRETE CAP TO MATCH J-IO~SE 0 DECORATIVE !RO~ AlTACHI\lEN·J PLA!'ES -TO BE J<"ABHJCATl;D 0 I" TJ-IK. X 2" WlDE JRON SUPPORT & SCROLLS 0 2" DlA lRON RODS Wi BALL FINIAL ENDS NUTE.S: -IRON: GRlND Al 1 Wl-'.LOS SMOOTH -''HAND HAM'.\1ERED" LOOK & SHALL RECEl\'E {2JCOATS or RlJST l"\ITTIB!TJVE PRl:,,,1ER & (2) COATS OF RAT BLACK OUTDOOR ENA\1EL • TH'.S DETAIL IS FOR DESIGN INTENT ONLY - CONTRACTOR SHALL SLIBMJT SHOP DRAWINGS TO LANDSCAPE ARCH:TECT PRJDR TO fABRlCATJUN 6" TYP 6' T'i'P. APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. [ ( ~ ~ i----------------------1--c C 7 C V. E ~ -r, , RCE___ EXP,____ DATE V. 1----------------------l't l::: 1-------------------------------------,-1 REVIEWED BY: C ~ '" B AWNING STRUCTURE -PLAN 4 REAR ---s '1--,---,---,-;,r------=---------------,---,---,r---,---,----... _..;;1_N-"_s=-P~E~C:::T_o.:._R-'-_-_-_-_-_-_-_-_-_-_-_-:__-_-_-_-_-_-_-_-=-DA_;_T_;;E:__--11"' , '1"'-'-012'--'-41'""13'-+--'RJ""-+""ll""'n""E""s1"'G"-N""AD"'Ju""s""n""1E""NC!.,Ts'--------+----+---+--+------1 I sHgEET I CITY OF CARLSBAD ~ t~s--,..11111113 RJ DESJG~ AllJUSTMENTS - 12102/13 R.l , DESJG'-1 ADJUSTMENTS PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE C c r < RESIDENTIAL MODELS ~ f---+---+-------------------+---+---+----+----1;::======================~c APPROVED: i,t,, { \ J.L ~ ____ __,_/...:...:; -p;_.\_'-"""'--=&f'..L,.....:f::-1:::.....::l.::::-0:.c·T"-I---JZ · I z.,,,.,, ~ f----+--+----------------t----,r---t---f------1 ;::::PL=:A=:NN=:IN::::G::::===~=============: :, OWN BY: PROJECT NO. DRAWING NO. : ~~~g ~~',--CT 08-03 475-2N ~• c DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE !Nill AL OTHER APPROVAL CITY APPROVAL D 12" ;--, M "' ' 12" N ~ SIDE ELEVA TIO\! 8 l"TYP. LEGEND 0 0 0 0 0 © G) ® ® @) ADJACFNT STEPS -SEE DETAJL C, SIIEET 5 SJUCCO WALL W/ 3" THK. STONE C\P & HANDRAJL -SEE DETAIL E, SHEET 8 3/4" X 2-112" SOLID STOCK lRON RAJL 3/8" X 3" SOLm STOCK lRON WI HAME CUT EDGE 3/8" X 2" SOLJD STOCK lRON POSJS SOLID STOCK JRON PLATE DECORATIVE J\fOLJNTING BRACKET 3/4" DJA. IRON CLAVO STlJCC:O WALL W/3" THK. STONE CAP-SEE DEIAJL D, SHEET9 BUILT-UP GRAUE flNISHED SURFACE D HANDRAIL ENLARGEl\1ENTS IRON NOTES; -EASE/l)E-RURR ALL FLAME CCT EDGES PRJOR TO FINISH -GRIND ALL WELDS Sl\fOOTH -PAINT W/ (2) COATS OF RUST INIIIBJTJVE PRIMER & (2) COATS OF 01:TDOOR FLAT ENA\!EL. TO BE SELECTED LEGEND 0 0 0 2" SQ. IRON POST & TOP RAJL W/TAPER & SPJIDRE HANDRAJLS -SEE DETAIL A, SHEET 9 DOUBLE 6XJ2 TERRA COTTA TlLES ·TOBE ARTO ARTILLO 'TUSCAN \!UST ARD' AVAJL JHRU l\lODERN BUILDERS SUPPJY CO'\JTACT GREG DRAZJL (949) 254-4692 GROUT COLOR TO BE ff 122 LINEN; AV AIL THRU CUSTOM BUILDING PRODUCTS IRON BASE \V/ SCROLL ELECTRJr.AL SUPPLY CONCEALED IN POST & TOP RAIL ADJACENT STEPS TOP OF ADJACENT WALL LJGHT flXTURE; MATCH HOUSE & CONVERT TO LOW VOLTAGE FJNISHED SURFACE l" THK. HUCCO FINJSH TO MATCH HOUSE. END l" ABOVE f.CJ. / F.S. WJTH SCREED-PA!l\T TO MATCH NOTE: VERJFY FIXTURE SJZE TO DETER\ !NE l\lJN. 7' CLR PRIOR TO FAERJCATJNG JRON 10 . .. .•. ~"t/ ' l ' 2 . · .... ·. •.:·. .. l ' l ' l ' L ··-.. : ' -.~ •, ... '··.' : . ·, . ,· ... i • ,, . . tRONT ELEVATION SIDE ELEVATION 24" TYP. B HANDRAIL -PLAN 3 4 1" TYP LEGEND 0 0 0 © 0 © ADJACENT STONE STEPS -ALlliN TOP STEP WI CAP ON FJRE PIT EL DORADO STONE VENEER -TO BE SELECTED GAS K.EY LOCATION 3" THK. STO'lE CAP -TO BE SELECTP.D CERA\llC LOG SET -TO BE SELECTED l "-2" UIA. FIRE BASJN MATERJAL -TO BE SELECTED 3 1" TYP ELEVATIO)I P.l.P. CO"ICRETE llASJI\ EXPA'JSJON .JOINT 5' ADJACbNT FJ"IJSHED SURFACE @ #3 REBAR@ 16" O.C BOTH DJRECTJONS - ~IJN. 2" CLR. COMPACTED SU!lGRAUE PER SOILS REPORT CAST !RON DRAIN -SJ.OPE TO DRAJN & CONNECT TO LANDSCAPE DRAJNLJNE GAS BURNbR ASSEMBLY -SJZE AS REQUJRED -r.OORDJNATE GAS LINE TYP. 1/4" WASH 6L__/ l_, 1 <t 11-1 1011 l 1 A ~---,.3 IRON ARBOR -PLAN 2 LEGEND ADJACENT PAVING OR FINISH GRADE EXPANSION JOINT TOP AND BOTTOM NO. 3 REBAR AT 18" O.C. BOTH WAYS COMPACTED SUBGRADE PER SOILS REPORT 1/4" RADIUS P.I.P. CONCRETE STEPS (3) 1/4" DEEP •·y" GROOVES PER ADA CODE - FRONT YARD ONLY NOTE: -CONCRETE COLOR & FINISH TO MATCH ADJACENT CONCRETE PAV!"JG D P.l.P. COKCRETE STEPS F STONE FIRE PIT LEGEND 0 PING PONG TABLE. REFER TO PLAN FOR SPECJFlCATJONS. REMOVE STAND/LEGS & SECURE TO PLYWOOD 0 3/4" THK PRESSURE TREATED EXTERJOR PLYWOOD -CUT l/2" lNSJDE OF TABLE EDUE •·· ·<l 0 8" LONG FLAT HEAD CONCRETE SCREW -(4) PER POT i © 12•· LONG "J" BOLT W/ 3" DJA. WASHER & NI:T 5 0 POT-WEST COAST POTTERY DN-022 • FILL SOLID WI [:l CONCRETE & MI\STJC JN PLACE TO BASE c.:,1 . . Liq 7 © P.1.P. CONCRETE BASE -FINJSH TO l\iATCH ADJACENT CONCRETE PAVJNG G) ARTJFJCJAL J URF 11 i=:-1 I I , . ., . • ., l=-=1 1 ==111·4 ' m••••~mw•• j i ,w,,,, .. ,,,,,,,, • ' I 1--1 11--- ... 1 I ·· © cm!PAr.TRD SURGRADE PER SOILS REPORT . . . • i = I 1-.. I I==. 1 ~~ -11············1 ' '•- 24" SQ. -----(R E I PING PONG TABLE BASE 24" SQ i I --/ --..._ I I D D ---- I \ \ D D I '-. -._....-- L ------ PLAN VIEW OF TABLE ]-1" 14" 24"SQ. -1- I I I \ _j_ I l - 0 0 \ ' I I I 6 I I ' D f' \:---'-f'--? I '-. 7 I I I I _J SJ R ,101,JS<ap~ c,1,lu!~c·1,,c~ /ci,j,J p/,1lJJlill/;! 31726 Rancho \'ieJo Road I Suik 201 San Juan Capislrano, CA 92675 JEl ~~9176 6500 fAi.:9~9276 U:'.u:I ll'll'1t' l]<llllc' C"R! I I I I I I " 9 ,._ 9 "' ~~,,I'-~, ~ I ; : , I ; I I I / l I ! (tj 'i<-------ffi I l" T\ 24" FRONT ELEVATIO'N 30" SQ. 9" 4 ;_ ~ f.>-(j) j □ ' 0 ~ 30" 2 .. 1" TYP, 1 EQ. EQ. I I I I I I I I I I I I I 0 0 0 0 G) ® ® @) @ @ 1j 611 J2" . ·-. ~· . . • .... : . . . :·. ·-· . . . . .. :·-..... ,' . -. ' . . : , .. DOUBLE 6XJ2 TERRA COTTA TJLE CAP· TO BE ARTO ARTILLO 'TUSCAN l\!USTARD' AVAJL TJJRU MODER" BUILDERS SUPPLY. CONTACT GREG DRAZJL (949) 254-4692 GROUT COLOR TO BE# 122 LINEN; AVAJL THRU CUST0\1 BLJLDJNG PRODUCTS -AL TERNA TE GROUT .JOJNTS CMlJ -GROlJT Al.J CFJ.JS SOLID Fll\JSHED GRADE ADJACENT RETAJNJNG WALL P.l.P. CONCRETE FOOTING #4 BAR VERT.@ EA CORNI:R -h-11N 2" CU{, #4 llAR HOOP TOP & FOOTING· l\lJN. 2" CLR. I" THK. STUCCO FJNJSH TO MATCH HOUSE CO~IPACTID SUBGRADE PER SOJLS REPORT POT -PER PLANTJNG PLAN POT JRRJGATJON & DRAIN· SEE DETAIL E, SIIEET 5 SCREED I" ABOVE F.GJF.S. PAINT EXPOSED C\IU TO \,fATCJ-1 I" TYP. 112" TYP. C, ~ ~ C £· ~ c " c· t.: r---------------------,'° V C , C-V C L CAP PLAN VIEW CAP ELEV A TION APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING C ~ ._ __ _J_ _____________________ -r----------1~ C STUCCO POT PEDESTAL -PLAN 2 REAR AREA. ):l.llSCAP } 01--J)\I '·---' cM ,.., ·~r.' ..._. -'I U * DATE Expiration Date: RCE __ _ EXP, ___ _ DATE 7 C ~ re .- v_: ' ~ 1----------------------1, REVIEWED BY: C g' L C, , riQa:iL~]==~=J~~;:ji~~~~~!ij~ii;ig~i===============J=====r====r====J====~r;::::=-:=:::;-::l:::N;:::S:;PE:;:;C~T:;'.O::R::::;:::;;:;:::::::::::::::::;;:;:::;;::::::::::=::::::;-;::DA::'T:::E~~$ ,10124/13 RJ DESJGNADJUSTMENTS LJgJ CITY OF CARLSBAD rm ~cc~ µ1 !_cll!Jl lc!.Jllce3-1-_.1:RJ"'--+'~-"D'-'E"'· S£,lG!.lN,_-"A"'OJ,_,U""S'-'T"l,IE=NccT,,_s _________ +----1---+---+--~ 0 .- 12/02/13 RJ DESIGN ADJUSTMENTS PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN RESIDENTIAL SQUARE MODELS 1-----1---+------------------t---+---t---+----t 1-A-PP_R_o_v_E_o_:_~iu_,~ r1_~-~~1~L __ _ I &-0, q; ~a.o "TI PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 08-03 DRAWING NO. : " 475-2N ~ EV. l ,31 I I ,11 1.. I_ ./I. p GE"lERAL -:--!OTES 1.0 HlDS, COJ\'TRACTS AND 1NSURA:"sll'E A. EACH BIDDER SHALL INSPECT THE SITE BEFORE SCBMITTING HIS BID B. THE 0"\1/NER RESERVES THE RIGHT TO REJECT ANY OR ALL BJDS. C. SFPARATF CONTRACTS: THE OWNFR RFSFRVES THE RJGHTTO I ETOTHFR CONTRACTS IN CONNECTION WITH HIS WORK. THE CONTRACTOR SHALL AFFORD OTHER COI\TRACTORS REASOI\AilLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK. A'lD SHALL PROPERLY COORDNATE HIS WORK WITH THFIRS D. LIAHILlTY AND cm, IPENSATIOJ\ INSURANCE: THE CONTRACTOR SHALL CARRY AND PAY FOR ADEQUATE LIABILITY AND COh!PENSATION INSURANCE AI\D SHALL, IF REQUIRED, FURNISH THE OWNER WITH EVIDENCE TO THIS EFFECT E. GUARANTCE BONDS: TIIT OWNER SIIALL I JAVE TIIE RIGIIT,PRIOR TO TIIE SIG'll'1G OF THE CONTRACT TO REQCJRE THE COI\TRACTOR TO FURNISH BOND COVERING O.F THE FAJTHFUL PERFORMAl\'CE O.F THE CO\lTRAC r AND THE PA YJ\1ENT OF ALT. ORllGA.TIONS ARJSING THEREUNDER, IN SI.TH FOR\,f AS THE OWNER MAY PRESCRIBE AND WITH SUCH SURETIES AS HE MAY APPROVE IF SUCH BOND JS REQl!IRED, TI IF PREMIUM SIIALL BE PAID BY TI!E OWNER. 2,0 PLANS AND PERt-.11TS A. ALL CONSTRUCTJON SHALL BE ACCORDING TO CONSTRUCTION DOCUI\llil\TS AND SHALL CONFORJvf TO THE REQUlREl\lENTS OF TIIE LATEST EDITJOI\" OF TIIE U.B,C. B. CORRELATION OF OR.A WINGS AND SPECIFJCATJONS: ANY WORK NOT I\CCOROING TO DRAW Jr-;GS AND SP.l:::CJFICATIONS UR ORDJI\"ANCES AND LA \VS SHALL BE REMOVED C. DO NOT SCALE ORA Wl'lGS. USE DI,IE\/SIONS INDICATED. D, ANY DISCREPAKCY IN TJJE DRAWINGS OR SPECIFICATIONS SJJALL DE CALLED TO TI-lE llvft\fEDIATF ATTENTION OF THF I ,ANDS CAPE /\RCHITErT. F AIU JRF TO no so WILL PLACE RESPONSIBILITY ON THE CONTRACTOR, E PER\·f1TS, FELS, ETC.: TIIE CONTRACTOR SHALL ARRA:--JGE AND PAY FOR TIJE BUILDING PER>l!T AND EACH SUBCO\/TRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR TIIEIR RESPECTIVE WORK 3.0 EXECUTJON A. CONTRACTOR TO VERIFY O'l SITR, ,\LL DIMRJ\SIONS A'lO 1.orATJO\/ OF ANY U'lDERUROUND UTILJ J'IES. B. DH10LITION AND REMOVALS SJJALL PROCEED 01\L Y !!PON TI IE APPROVAL OF TI➔E LANDSCAPE ARCHITECT/OW:-.:ER. C, Cl!T, CAP, OR PLUG, AS REQU1RED, THOSE UTILITY LL~ES SERVING THE AREA WITIIDI THE PROJECT LI,1rrs SJIALL REMAJN UNINTERRl!PTED DURING THE WORK PROGRFSS D. CARE IS TO BE TAKEN NOTTO DEFACE.CRACK OR DAMAGE Al\Y EXJSTIJ\G STRUCTURES, FENCHS OR CONCRETE WORK. ALL OA.\·1AGES TO HE REPA1RED AT TH£ CONTRACTOR'S EXPF'lSE E. CUTTING AND PA TCHINC.: THE CONTRACTOR SHALL DO ALL CUTTING, FITTI'lG OR.PATCHING OF HIS WORK THAT MAY DE REQUIRED TO MAKE IT COMPLETE AS SJJOWN BY DRAWINGS AND SPECIFICATIONS. ANY COST CAUSED BY DEFECTIVE OR JLL-Tl\lEO WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE · J'HEREFORE. F. CLEANING: IT SHALL BE TIJE DUTY OF EACH SUBCO'lTRACTOR TO RH JOVE HIS OWN RUBBJSH FROM THE PRE1USES AND KEEP TilE JOB CLEA'l AT ALL TIMES. HE SHALL PROTEC J' WORK OF ALL OTilER CO'ITRACTORS, G. CONTRACTOR SH/\LL THOROUGHLY CLEAN L'P SJTE A._'\D REl\10\lE ALL DERRIS AND EXTRANEOUS MATERIAL FROM '!HE SITE PR10R TO Fl'lAL APPROVAL. H. CONDUCT OF TIJE WORK: THE CONTRACTOR SHALL, AT ALL Tl11ES, KEEP A ('O~tl'ETE'lT ~-ORF\11.N ON THE JOB WHO SHALL BE IN CHARGE OF THE ENTIRE WORK INCLUDING THE WORK OF HIS SUBCON J'RACTORS. HE SHALL BE RESPONSIBLE FOR ITS ACCURACY. 4.0 EXTRAS ANU SUBSTl'1'UTIONS A. ANY EXTRAS TO BE APPROVED IN WRITING BY THE OWNER PRIOR TO ANY CONSTRUCTION. B THERE ARE TO BE NO SUBSTTTIJTIONS WITHOUT THE PRTOR APPROVAL OF THF LANDSC'APF ARC'HITECT. 5.0 PAY>IE'lT LIE'I llliLEASES FOR !'HE CO.IPLETED WORK SHALL BE SUB,UTTED PRIOR TO PA Y>IE'IT FOR SA1D WORK. MASONRY Sl'ECJrICATJONS 1.0 SCOPE OF WORK A. GENERAL THIS WORK SHALL CO'lSIST OF FURNISH1NG ALL LABOR AND MATERIALS FOR COKSTRUCTIOJ\ OR 11\STALLATION OF ALL LABOR AND STRl!CTIJRES, AND BRJCK OR TILE AS DETAll FD ON TI,F PLANS. R. WORK INCUJOES THF INSTALLATION OF ANCHORS AND INSERTS FURKISHED BY OTHER REQU11lli0 FOR OTHER TRNJES, REINFORCBIENT STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FINIS! JES. 2.0 MATERIALS A REFER TO PLA'lS FOR SPECIFIC MATERIAL TYPES, COLORS FINISHES, ETC. 1l. CONCRETE MASONRY UNl'J'S: CONFORM TO AST\1 C90, GRADEN-II AND THE REQLIREIIIENTS OF THE QUALITY CO'lTROL STANDARDS OF THE CONCRETE MASONRY ASSOrlATTO'l; AS H\NUFIICTl!RED BY ORCO BLOCK CO, OR EQUAL. C. PORTLAND CE\IENT: CONFORM TOASTM Cl50, TYPE I OR TYPE II, TYPE, LOW ALKALI. USE ONL y ONE BRAND THROUGHOUT WORK. PRO\'IDE WHITE en !ENT AS REQJJIRFD FOR USE II\ COLORED MORTAR. D. HYDRATED L1ME: CONFORM TO ASTM C207, TYPES, AND COI\TAINJNG 95% BY WEIGi IT OF CALCIUM OXIDE E. AGGREGATES: CONFORM TO ASTM Cl44. E. I. Si\_ 'lD: CONSIST m-FJNE GRANULAR MA'1'£RIALS, (NOT LESS THA'I 5% PASSING '10. 8 SIEVE), CO>!POSED OF HARD, STRO'IG DURABLE MINERAL PARTICLES, FREE FROM l"JUR.JOUS AMOl!NTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERIOUS SCHSTANCES. E.2. PEA URA \!EL: GRADED wrrn NO ,10Rn THAN 5% PASSING l HE l\O. 8 SIEVE A._-.JD WITI-J 100% PASSING TJJE 318" SIEVE. F RFINFORCING STFFL: KEW, TESTED DEFOR,1ED BARS OF D011ESTIC MANUFACTURE CO"FORMING TO ASTM 1615, G. WATER: CLEAN, POTABLE, FR0\1 DOMESTIC SUPPLY, 11. ADMIXTURE FOR MORT AR: "RED LABEL" l!SFD IN ACCORDANCE WITH THE SPECIFIC A TI OKS. l, MOR J'AR: lRESHL Y JJREPAR.JJD A\lJ UNJFORJ\1L Y !'.·11XED IN TJIE RATIO DY VOLU•IES OF I PART CE11EI\T, 1/2 PA.RT LIME PUTTY, 4 l/2 PARTS SA1'D Pl!TTY SHALL BE OMITTED. IIIORTAR SHALL MATCH COLOR OF BLOCK, UNLESS OTilERWISE SPECIFIHD. J. GROUT FLCID CONSISTENCY AND MIXED IN THE RATIO BY PARTS SAND, 2 PARTS PFA GRAVEL K. Ll>IE PUTTY ASTM C5, HIGH CALCIUM LIME, C01U'LETEL Y SL.,KED BEFOllli CSING. 3.0 EXECUTJON A. EXECUTE WORK IN BEST WORKMA'ISHIP l .IKE \,IANNER IN FULL co,1PLIAI\CE WITH APPLJCAHLE BUILDING ORDINANCES. Il. CONCRETE BLOCK SWILL BE LAID AS REINFORCED FILL CELL U'l!T MASONRY BLOCK SHALL BE LAlD ON 318" THICK FLLL \IORT.'\R RFD ON Al.l. WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOIN I'S SHALL BE WELL BUTTERED TO A OEPTll OF I 1/2" fl{OM EXTERIOR FACES AND ALL JOINTS SI !ALL BE SJ 10\'ED INTO PLACE, SO TIIE ,IORTA.RBONDS WELL WITH BOTH RLOC'KS. FURROWING OF THE 110RTAR IS NOT PERJ\IITTED. INTERSR'TING MASONRY SHALL HE GROUTED J:,,J 4'-U" MAXIMUM POURS. UNLESS OTIIERWISE NOTED ON PLANS, ALL CELLS CONTAII\ING REl'lFORC'ING SHALL RE SOLID GR.OIITED. PUDDLE THE GROUT WITil ,I STICK IN EACH CELL, EACH Tih!E IT JS POURED, TO OBlAJI\ A C0"1'LETE FILLING OF THE VOIDS. RECONSOLIDATE ALL GROUT. RUN ALL JJORIZONTAL BARS IN BOND BEAM BLOCK A_ 'lD LAP ,'\ROUND COR'lFR AND AT ALL SPl.lCF 2'-D" MlNI11lIM. RU!\ ALL VERTICAL BARS IN OPEN END BLOCK. C, DO KOT START MASONRY IF THE HORJZONTAL OR VERTICAL ALIGN!l1ENT OF TIIE FOUNDATIOJ\ JS A MAXIMUM OF!" TOTAL IN ERROR D. ALL L"'JITS SHALL BE CLEAN \\1lERE LAJD. CONCRETE UNITS SHALL HE DRY BRICK SHALL HE WcTJ'ED HUT HAVE NO FREE MOVING WATER WHEN LAID. E. \~1-IERENOBOND PATTERN JS SHOWN ON THF PLANS, THF WALL SHALL RF RUNNIJ\G BOND. F. WHERE MASONRY UNIT cun-ING IS NECESSARY, MAKE ALL CUTS NEAT AND REGULAR, EDGES EX1'0SED IN TIIE FINISHED WORK SHALL RE CUT WlTil A POWER DRIVEK ABR/\SlVE SAW. G. MORTAR JOINTS SHALL BES J'RAJUH'f, CLEM AND U>JIFORM IN TIIJCKNI:SS. UNLESS OTHERWISE SPECIFIED OR DETAJLED, IIORJZONTAL AND VERTICAL JOJKTS SHALL BE APPROXIMATELY .118'' THICK FOR PRFCISJO'l Rl OCS. BRICK JOINTS 1D BE 1/2" -3/8" THICK WITH A MAXJ1fiJM DEPTH OF 3/8" Ri,KE. H UNLESS OT!oERWISE SHOWN ON PLANS, EXPOSED WALLS SHALL IIA \'E DENSE, PFRFORJ\1 TOOLING \\1,E'l THE J\IORTAR IS PARTIALLY SET BLT STILL SUFl'JCIENTL Y PLASTIC TO BOND. DO ALL TOOi.ING WlT!l A TOOL WHICH COIi iP ACTS THE ,10RT.'\R, PRESSING THE EXCESS MORTAR OLT Of l'1' RATHER lliAN DRAGGING ITOUT. WHERE WALL SURFACE IS TO BE PLASTERED,MAK.E ,10RT.'\R JOINTS FLUSH WITH BLOCK FACE. L IF IT IS NOi NECESSARY TO MOVE A BLOCK SO AS TO OPE'l A JQJ:,,JT, REIIIOVE THE BLOCK FROM THEW ALL, CLEAN Al\D SET IN FRESH MORT AR. J CONCRETE FOOTINGS TO ATTAIN 2ROO PSI AT28 DAYS (MAX. 4 J/2" SLU111PJ K. THE OWNER'S REPRESENTATIVE IS TO BE "OTIFIED 24 HOURS PRIOR TO CONCRETE POUR I" ORDER ·rnAT TI IE FORMS A.ND REINFORCH1ENT MAY BE INSPECTED L CO-ORDINATE PLACHIENT OF WATER AND ELF.CTR IC AL !.!NFS PRIOR TO CONCRETE POUR. VERIFY LOCATION m ALL PVC. SLJcEVES ANIJ ELECTRIC SOIJRCF FOR IRRIGATION CJ .OCK WlTJ-1 LA'lDSCAPE CONTRACTOR. M. \IASON TO BE RESPONSIBLE FOR SHTTl'lG ALL S.P.O.'S SWITCHES, AND .I-BOXES FLUSII WITH STRUCTURE, AND FOR SETTING BOLTS, ANCHORS, AND INSERTS FOR ATTACH,1ENTS BY OTHER TRADES. N. PLACING llli1NFORCING STEEL: '1.1. WHI:RE HORJZONTAL COURSES ARE TO BE FILLED, USE 11HTAL STOPS. USE OF PAPFR STOPS WII.l. NOT RF PERJ\lllTED. ALL IJORIZONTAL REINFORCING STEEL SHALL BE L\ID IN A COURSE OF BOND BEA\1 BLOCK FILLED WITH MORT.'\R. '1.2. CUT BRICK WITH POWER DRIVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LINE WITHOUT CHIPS ON EXPOSED FACHS, CONCEAL CUT FACES WHERE POSSIBLE, DO NOT LAY BRJCKS LESS THAN 1/4 LE'IGTII IN EXPOSED WORK. lF ANY RRJrK MUST RF REMOVED OR SHIFTED AFTER ITIIAS BEEN LAJD, R.E\IOVE SETTING 110RTAR, CLEAN BRICK THOROUGHLY, Al'PLY FRESH >!ORT AR AND RE-LAY. '1 .. 1. LAY MASOKRY TRt:E, LEVEi., AND PLU11B WITH ANGLE SQUARE IN ACCOlillAJ\CE WITH PLANS. 0, SEAL BACK OF PLANTER WALLS WITH APPROVED ELASTOMER.IC WATERPROOF \IFlllRRANE. P. BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, ,\S REQCIRED AND AS PER DETAILS. BACKFILL IN PLAJ\TERS TO BE TOP GR.ADE SANDY LOAM TOPSOIL. SWALF F.ARTH FOR PROPER DRAINAGE. WHERE CONCRETE SLABS OCCUR NEXT TO WALLS, BACKFILL SHALL BE co,1PACTED TO 90%. 4 0 Cl.F.ANII\G A. SPECIAL CARE SIIALL BE USED TO Pllli\'EI\T STAINJ~U OF EXPOSED AND GROUT. ANY MORT AR OR GROUT WHICH CO>!ES IN SUCH FACES SHALL BE PR0,1PTL Y AND THOROUGHLY REIIIOVED BY AFFECTIVE AND APPROVED ,IEANS. B, ENTIRE SITE TO BE CLEANED MD ALL DEBRIS REMOVED PRIOR TO flNAL Il\SPECrJON. WOODWORKING SPECIFJCATJONS I.D SCOPE OF WORK A. GENERAL TIIIS WORK SIIALL CO'lSIST OF FURNISHING ALL LABOR A.ND MATERIAL FOR CO"STRUCTTO'l OF OVERHEAD WOOD TREil .IS, FENCFS, ANO SCREENS, AS DET.,ILEO ON J'HE PLA_"S. THE WORK DOES NOT INCLUDE POST FOOTI'lGS AKO HARDWARE SET IN PAYED AREAS. B. COORDINATION: WOOD WORK CONTRACTOR SHALL LOCATE AND STAKE POST LOCATJ0'1S FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFORE PAVING OR MASONRY WORK IS BEGUN. C. SITE CONDITIONS: VERIFY ,\LL DI> IE'lSIONS AND SITE CONDITIONS ON THE SITE PRIOR TO BEGll\"'l1NG WORK. A~Y DISCREPANCIES SHALL BH CALLED TO THE Ill•llllEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT D. PERJ\IITS: CO'lTRACTOR SHALL OBT/J'l ALL BlllLDl"G PERJ\l!TS AND APPROVALS. (RE}ER TO GE~ERAL NOTES). 2.0 MATERJALS A. GENERAL: ALL MATERIAi S SHAl .I BE NFW AND PROPERLY GRADE-MARKED OR CHK'J'IFIED. O'lL Y LUMBER CONSISTl'lG OF SOUND WOOD, FREE OF DECAY, W,'\RPING, SPLITS OR CHECKS WILL BE ACCEPTABLE, B, LU,IDER: B.l. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPEC1FIED REl'ER TO NOMINAL SIZES AND THE AIIIER!CAI\ STA.~DAR.l) ROl!GH AND URESSED SIZES WILL RF. ACCEPTED AS CONFORJ\UNG THERETO. B.2. DOUGLAS FIR SHALL BE OF THE SPECIES "PSEUDOTSUGA \IENZIESII" ANO SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT STANDARD GRADING AND DRESSING RULES FOR DOUGLAS FIR ADOPTED BY TIIE WEST COAST RC REAL' OF LIJl\ffiER GR1\DES AND INSPECTJON, B,3. CEDAR SHALL HE OF THE Sl'ECJES "CHAMAl:CY PARIS LA WSONIANA" A 'lD SJ !ALL BE GRADED IN ,\CCORDANCE WITII TIIE CURRE1'T GRADING ·'-'lD DRESSING RULES. B.4. ALL WOOD BEARING 01\ CONCRETE OR MASONRY LHSS THAN 4'-0" ABOVE GR.ADE SHALL BE PRESSURE TREATED. WOOD JOINTS OR THE BOTTOM OF WOOD FLOORS JESS THAN 18" ABOVE GRADE SHALL Al.SOB PRESSlJRE 'J'JlliATED. B.5. ALL STRUCTURAL J\IE,IBER (I.E., llEAJ\,1S, RJ\FTERS, POSTS, JOINTS) TO DE DOUGLAS FIR 'JO. I OR BETTER UNLESS 011-IERWISE NOTED. ALL l .ATH A.I\D DECKING AS SPECIFIED. C. BARDWARE: C, I. !\AILS TO BE GENERAL FRA\UI\G COMMOK OF STAJ\D.'\RD SIZE AND FORJ\1, HOT DIPPED GAL V AN1ZED OR ALUMJNUM, UNLESS SPECIFICALLY NOTED. BOX NAILS WILL BE ACCEPTED. C.2. WASHERS TO BE REINFORCED \1Al LEAlll.F IRO'l, GALVANIZED. C.3. ALL BRACKETS AND HANGERS TO BE SIMPSON OR APPROVED EQUAL. 3.0 EXECUTJON A. WORKMANSIIIP ALL WOODWORK SHALL BE CUT, FI'ITED, JOINTED TOGETIJER, TIED, SET TO RFQIJIRFO Ll'lES AND l.EVFLS, SHORED IN PLACF FTC', II\ .A NEAT WOl{],;MANLIKE MANNER l'O THE EN J'IRE SATISFACTION OF THE LANOSCAJ'n ARCIIITECT. ALL SPLIT WOOD SHALL DE REMOVED AND REPLACED. R ROT T1NG: HEADS.!\ '\JD NlJTS OF M,\CHINE HOLTS AND :--JCTS OF rARRIAGF. BOLTS SHALL HA VE WASHERS, EXCEPT AGAINST STEEL PLATES, BOLT, SPLICE Al\D HA'lD ALL BEA_\,fS AS SHOWN ON DRAWINGS, CUT ALL BOLTS FLUSH WITH KUTS, Pl .AI'l SMOOTH AND RE,10VE AU BURRS. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN N01IINAL BOLT DIAMETER. NAJLS SHALL NOi' BE INS l'ALLED CLOSER THAN 1/2 TliEIR LENGTHS AND URILLED HOLES, ONE SIZE SMALLER THAN KAIL SHANK, SHALL HE USED WHERn WOOD .\IHIBHRS AR£ LIABLE 1D BE SPLIT BY NOR\1ALL Y DRJVEN NAILS. ALL NAILING SHALL BE IN ACCORDANrE WIT!l U.B C. C. STRUCTIJRAL >IE\IBERS SHALL NOT BE Cl!T FOR PIPES, ETC.,UNLESS SPECIFICALLY NOTED OR DETAILED. D. FINISHING: CONTRACTOR TO STAJN, PAINT OR SEAL WOOD. REFER TO DRAWINGS. PAJ'IT ALL ,1ETAL TO MATCH WOOD F1NISH LNLESS NOTED OTHERWISE WITH (I) COAT Z1NC RICI! PRJ,IER AND (2) COATS SEMI-GLOSS OIL BASE EXTERIOR PAJNT. E. CLEANUP: CONTRACTOR SHALL DAILY RE,10VE ALL RCllBJSH, SC RAJ'S, EXTRANI:OUS COI\CRETE AND HARDWARE FROM THE PRE,USES AND KEEP THE .JOB REASONARl Y CLEAN /\TALL TI\IES. SP!Ll.F.D OR OVERSPRAVED PAINT SHALL BE IM,IEDIATELY CLEA_'IED OFF OF Ff.\lSHED SURFACES TO THE LANDSCAPE ARCHITECT'S SATISFACTION. SPECIAL CARE SHALL BE EXERCISED TO PREVENT Arcu,n:LATIONS OF MATERJAL TO FORJ\1 A FIRE OR SAFETY HAZARD. TUBULAR STF.EL 1.0 SCOPE OF WORK WORK INCLUDED: A. FURI\ISH AND J'lSTALL Tl!llULAR S !EH PER PLANS, DETA1LS AND SPECIFJCATIONS. RELATED WORK SPECIFIED lN Til!S SECTION: 2.0 QCALITY ASSCRANCE A, QCALIFICATJONS A.I. PERFORJ\1 SHOP WELDING ON THE PRE,11SI.:S OF A FABRJCATOR LICENSED BY THE CITY Rl!ILDING AND SAFFTY OF.PARTll!F'lT. A 2. PERFORM VvELlJJNG BY WELDERS APPROVED AND CERTJF1ED IN ACCORDANCE WITH REQUIREMENTS OF A WS. B. REFERENCE STANDARDS B. I. "AISC" STEEL CONSTRl!CTION MANUAL. B.2. "CODE FOR ARC Al\D GAS WELDING l'l BUILDING CONSTR.J;CTION". A WS FJ.0 OF THF All!ERJC A'l \\'£!.])]NG SOClFTY. B.3 "11ETAL FINISHES MANUAL", OF THE NATIONAL ASSOCIATION OF ARCIIITECTVR,\L ,tET.,\L MANUF ACTl!RER.S (NAA111MJ. 3.0 SllRl\lJTTAl.S A. SUH\IIT C011PLETE SIIOP URA WINGS TO !'HE LANUSCAPE AJ,CH1 J'EC'f AND/OR OWNER'S RIPRESENTA TIVE FOR REVIEW IN ADVANCE OFF ABRICA TION. A.I SHOW DI,1ENSJONS, SITES, THICKNESSES, GAJJGES, FI'llSHES, .JOINING, ATJ'i\.CJIJ\-11:NTS AND RELATJU.NSHIP TO ADJACE.l\T WORK. A.2. \\~II.:RE WELDED CONNECTIONS, CONCRETE l'ISER.TS, AND Ol/-!ER I !'EMS ARE REQUIRED TO RECEIVE OTHER WORK, SHOW EXACT Lor' TIONS REQUIRED. A.3. FOR STANDARD J\IA'lUF ACTURED ITEMS, svm.aT WORK SI IEI:TS SJ IO WING 11.l.l!STRA TFD CJJTS OF ITFMS TO RE Fl!RNISHED, SCALE, OETATT SAND DIMENSIONS. 4.0 MATERJALS A. ROLLED STEEL SHAPES AND STEEL PLATES ASTMA36. B. STFEL TUBING: ASTM AlOO GR ADE A, OR AST\11501 SEJ\J\ILESS -G.A. PER DETAILS C. STEEL PIPE: ASTh1 Al3, TYPE E ORS, GRWE A OR AJ20, GALVANIZED 6" DIA,!ETER D. S1JcEL BOLJ'S: ASTM f.307, URWE A. E. WELD!l\G RODS CO'IFORM TO AWS REQUIRE\IENTS FOR INTENDED USE. F. C'ONCRFTE INSERTS: AS l'lDirATFD O'l THE Pl.ANS. G. SHOP PRJ1'1E-COAT PA1NT: CONFORJ\-1 TO EJTHJ:-.:R FS 1'1'-P-86 TYPE 1J FOR RED LEAD/ALKYD TYPE PAINT OR TO FS TT-P-45 FOR ZINC CHROMATE T\l'E PAJNT-12) SHOP COATS. H. TOUCH-UP FOR GAL \IA~lZED SURFACES: ALL STATE 'lo. 321 GALVANIZING POVv'DI:R (30% TJJ\", 30%ZINC, ~0% LEAD AND FLUX) AS :'v1A.NUFACTCRED BY ALL STATF WELDING ALLOYS co., OR SPEED GALVANIZED BY W,D.L. CO. OR EQU,,\L, I. NOI\-SHRINK GROUT: , 11:,,JI WAX CONSTRUCTIO'l PRODUCTS DIVISION POR-ROCK, OR APPROVED EQUAL. J l\lETAl ENAIIIFL: FS 1T-P-37C -(2 COATS). 5.0 FABRICATION A. CONFORM TO THE REQUJRE,IENTS OF THE REFERENCED ST.A_"OARDS. A.I. FOR \•L.\NUAL WELDJ1'G, LSE LOW HYDROGEN TYPE E-7015 AND 7016 ELECTRODES A2 WELD PREHEAT SHALL BE DETERll!DIED FROM ,uLL REPORTS SHOWING TIIE CHEMJC,,\L C0.1POSITION OF THE REINFORCEMENT. B. SHOP PRl~JE ALL FERRO!!S ITEMS TO I ,ULL DRY COAT THICKNESS AFTER FABRICATION, DE-BURRIKG A'lD GRl'lDING SMOOTH \\'ELDS AND ROUGH SPOTS. TOUCH-UP ArTER J~ST.,\LLA TION. LEA\'£ 1N PROPER COND!TlON TO RECcJVE FINISH PAINTING. ll I. DO NOT P,\J>:T REBAR A'lD STFEL Sl!RFACES TO BE HIBEDOEO II\ OR BONDED TO CONCRETE. C. WELDS SHALL BE GROUND S•JOOTIJLY, ALL WELD SPATTER REMOVED AI\D WORK SH Al .L CO~IPL Y WITH THE SPEC'IFIC ATl01'S OF THE "AIIIERIC AN WEI DING SOC1ETY." D. SUDCONTRACTOR TO PERFORM ALL THE ABOVE WORK IN ACCORDANCE WITH 11-lE GOVFR:--JING PL.A. "\JS AND SPECJFJC'A TIONS. 6.0 COORDINATION WITH OTIIER WORK A. EXAMINE ORAW1NGS A"JD SPECIFICATIONS. A.NO INL'LLUE ALL IIUSCELLANEOUS \IETAL WORK WHICH IS NOT DISTIJ\CTL Y SPECIFIED IN OTHER SECTIONS. B. PROVIDE ALL CONNECTIONS, ANCHORS, BOLTS, \\'ELDING, Cl!l'TNG, Pl!NCH!l\G, DRJLLING, TAPPING OR OTHER l'O:,JNECTION REQL1RED TO FIT IIUSCELL..\NEOUS \IETAL WITH OTHER WORK. C. PROVIDE ITEMS TO BE INSTALLED BY OTHER TRADES \\'ELL IN ADVANCE, TO PERJ\IIT PROPER SEQUENCl'IG AND SCHEDl!Lll\G OF OTHER WORK. 7,0 IJ\STALLA1'!0N A. 11ISCFI.L..\NFOUS METAL WORK SH.,\Ll BE FREE FROM DEFECTS \\l➔ICH WOULD 1MPAIR STRENGTH, DUR>\BIUl'Y AND APPEARANCE. B. ERECT PLUll!B, STRAJGIIT, TRUE AND ACCURATELY FIT IN PLACE BRACE, REINFORCE, ,.\ND ANCHOR IN PLArE. GRIND All FIF.LD WELDS. C. PROVIDE NON-SHR1NK GROUTING OF .,\LL FRA.\IES, PLATES, SJLLS, BOLTS AND OTHER ITEMS \/OT DESIGNATED TO BE DONE BY OTIIERS. D. CONCEAi. Al.L rON:'lEl'TIO'lS IN THF flNISHEO WORK, WHERE POSSIBLE. EXPOSED SCREW CONNECTIONS SHALL Be ALLEN HE.W SCREWS MATCHING THE MATERIAL THEY FAS TEN. E. SET BASE Pl.ATE FOR SUPPORT POSTS., TRIJE AND PI.UIIIB IN CO'lCRFTE FOOTING l'l::R DET./\JLS. F. PROTECT ALL DISSi.l1LAR XJETALS FROM G,,\LVAJ\IC COR.ROSIOJ\ BY PRESSURE TAPES, C'OATl'lGS, OR ISOLATORS. G. AFTER ERECT10N, CLEAK OFF ALL RUST, SCALE . .\ND OIL. CLEAN FIELD \\'ELDS, BOLTS, Al\D ABRWED AREAS. TOUCH-UP ALL AREAS \\lTil THE SA.IIIE MATERIAi. AS llSEO FOR THE SHOP COAT, I.F.AVING ALL SlIRFACES READY TO RECEIVE Fll\ISH COATS. APPLY SECOND COAT OF PRIMER ON SITE. H. APPLY (2) COATS ZINC RICH PRJll!ER COAT AND TWO FINISH COATS OF EXTERIOR ,IETAl ENAIIIFL TO lllFTAL SURFACES, COLOR AS SEl .FCTED RY OWKER'S REPRESENTATIVE. 8.0 REPAIR OF DFFECTS ALL DEFECllVE OR DA.\,Jf.GED WORK SHALL DE RI:PLACED, REl\10\iED AND REP,\IRED ,s DJRFCTED RY THE l.ANDSCAPF ARC'HlTFCT OR OWNER'S REPRESENTATIVE AT NO COST TO THE OWNER. 9.0 CLEAN-UP A. CLEAN-UP AND REMOVE FROM lllE SITE .,\LL UNUSED MATI:RJALS MD DEBRJS RFSlll.Tl'JG FR0\1 THF PFRFORMANC'E OF THIS WORK 'lOT I .ESS THAN ONCE A WEEK UR THC LAST WORKJNG DAY EACH WEl::K, A.LL TRASH SHALL Bl: REll!OV ED C011PLI:TEL Y FROM TI IE PROJECT SITE, R. TOUCHl!P-CONTRACTOR SHALL CLF.AN AND RETOUCH CONTRACTOR'S WORK AS NECESSARY, OR AS IUiQUIRED FOR FINAL APPROVAL HY THE LANDSCAPE A.RCIIITECT WITHIN 24 HOURS NOTICE. C. llNPAINTFO SlJRFACE-CONTRACTOR SHAl.L LEA VF ALL Sl JR.FACES NOT TO BE PfJNTED, PAVING, HARDWARE, OR PLANT MATERIALS FREE !'ROM ANY PfJNT, STAIN, SPATTERING, S11EARS OR SMl!DGES WIIICII ARE TIIE RESULT OF TIIE CONTRACTORS OPERATION. D. LOCATION-CONTRACTOR SHALL NOT CLEAN EQUIP1IE'lT AND BRt:SHES OR DISPOSE OF THJ:\"'JERS, P All\T OR OTHERS CHEMICALS IN AREAS TO DE PLANTED OR II\ THE VICINITY OF EXISTING PLANTS. CONCRETE 1.0 SCOPE OF WORK FUR.KISH AND INSTALL ALL CONCRETE WORK COMPLETE AS ll\DICATED OK THE DRA Wll\GS AND SPEC1FICATIONS INCL!!DING, DUT NOT LIMITED TO: A, FURNISH AND SEJ' ALL REINI-ORCING STHEL, BOLTS A'ID ,.\NCHORS. D, INST ALL ALL ITEMS REQl!JRED DY OT! !ER TRADES WI IICII .'\RE TO BE CAST INTO CONCRETE. l'. CONCRETE 110W CURBS, BANDING, OTHER FLATWORK, FOOTINGS, PADS At-:D SLABS FOR: W.,\LLS, FENCJ>JG, CONTROLLERS, ETC., WllERE APPLICADLE. 2.0 GENER,\L Al.l REQll!RHIE'lTS OF Sl IRSECTlON 3.31, STANDARD SPEC'lFlC,\TIONS FOR Pl!Rl IC WORKS CONSTRLCTION, SHALL APPLY EXCEPT AS SPECIFIED HER.Ell\. 2.1 JNSPFCTJ01' OF SITE EXAMINE RELATED WORK AND SURF ACES BEFORE ST ART!l\G WORK l'I THIS SECTION. REPORT TO THE LA.'lDSCAPE ARCHITECT IN WRJTING, SITE CONDITIONS W Hll'H W 1LL PRJ::VEN r THE fitOPER PROVISJON OF THJS WORK. BEGJN.\JJNG THE WORK IN THIS SECTION WITHOUT REPORTING UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT CONSTITIJTES ACCEPTANCE OF SlTF CONDlTIONS RY THE CONTRACTOR. ANY REQUIRED REIIIOV AL, REP/JR. OR REPLACE11ENT OF THIS WORK CAUSED DY CNSUIT ABLE CONDITIONS SHALL DE DONE AT NO ADDITIONAL COST TO OWNER 2.2 PROTECTIO>; OF EXISTIJ\G CONDITIO'lS CONTRACTOR SHALL ACQUAJ"T HIMSELF WITH ALL SITE CO~DITIONS. HE SHALL TAKE ~ECESSARY PRECACTIONS TO PROTECT EXISTl'lG SITE CONDITIONS. SHOULD DAMAGF RF INCl!RRED, THIS CONTRACTOR SHALL RFPAIR DA HAGE TO ITS ORJGINAL CONDITION OR FURNISH AND IKST.,\LL EQUAL REPLACE1IENT AT HIS OWN A. COOPERATIO'l ON-SITE: COORDINATE A.ND COOPERATE WITH OTHER CONTRACTORS TO E'lA!lLE TIIE WORK TO PROCEED AS RAPIDLY AND FFFir!F'ITLY AS POSS!Rl.E. 1l. WORK WITH OTHER TRADES. COORDJNATE WITH GU,ERAL CONTRACTOR 1'1'E\,fS OF OTIIER TRADES TO BE l'l!RNISHED AND SET II\ PLACE. SUCH PORTIOJ\S OF TiffJR WORK AS ALL OR IN PARTHIBEDDED, BlJILT-I'l, 'l'ITArHED TO, OR SCPPOR.THD HY THE WORK SH_,\LL BE EXECUTED BY THEM IN A.llfl'LE Tlll!E THAT PROGRESS OF TIIE WORK IS NOT DELAYED ANY CUTTING OR PATCIJJNG MADE 'lECESS'\RY TO rOll1PLY WITH THIS INJUNCTIO'l SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 2.4 APPROVA l. WHEREVER TIJE TERMS "APPROVE," "A.PPROV AL," OR ''.Al'PROVED" ARE USED IN THE SPECIF1CATIO'lS, THEY 11EAN APPROVAL OF TI➔E LANDSCAPE ARCHITECT, THE OWNER'S REPRESENTATl\'E OR THE1R FIELD llliPRESEKIATIVES, IN WRIT1NG. 2.5 s1;m11TTAl S AFTIR A WARD OF CONTRACT, CONTRACTOR SIIALL SUD\,OT !'OR APPROVAL SAMPLES A'\D SPECIFICATIONS OF SPECIFIED ITEMS PRIOR TO BEGINNING WORK. APPROVED SAJ\·1PLES SHALL HE SlANDARDS FOR COl\•lPLJ::TING WORK SM-!PLbS SHALL CONSIST OF 3· SQUARE PANELS. CONTRACTOR SHALL PROVIDE ONE PANEL FOR EAC'H COLOR A 'JD/ OR FINISH ON THE .JOB SITE. EACH SAIIIPLE SHALL BE Al'PROVED BY THE LANDSCAPE ARCHITECT. 2.6 SCBSTITUT!ONS A. STANDARDS-SPECIFIC REFFRENCF lDMAKUFACTI:RES 'lAll!ES AND PRODUCTS SPErlFIED lN THIS SEC'TlON ARF. USED AS STA'lO,'\RDS; THIS IIIIPI JES NO RIGHT TO SUBSTITUTE OTHER MATERJAL OR IIIETHODS WITHOUT WRITTEN APPROVAL OF TIIE LANDSCAPE ARCHITECT. B. APPROVAL-INSTALLATIO'l OF ANY APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF AI\Y APPROVFO SUBSTITUTION 11111ST BE MADE TO THE SAT!SF ACTION OF LANDSCAPE ARCHITECT ANO WITHOUT ADDITIONAL COST TO OWNER A..PPROVAL BY LANDSCAPE ARCHITEl' f OJ-' SUHSTJ J'UTED MATERIALS ANO/OR D11\IENSJON,\L DRAWlNGS DOES NOT W.AJ\iE TIJESE REQUIRE,IENTS 2.7 \VARRAI\TY lN AJ1DlTlON TO MAKPF,\C'TURERS' GUARANTEES OR WARRANTIES, ALL WORK SH,,\LL llE WARRANTBD FOR ONE YE.'\R FR0.\1 TilE UATE OF FINAL ACCEP L.\NCE AGAINST DEFECTS IN \1ATERIALS AND WORKMANSJ JIP BY COJ\TRACTOR WARRA1'TY SHALL ALSO COVER REP/JR OF DAMAGE TO ANY PART OF THE l_}REI\USES. 3.0 MATERIALS A PORTLAND CEl\U.::NT S11.All CONFORM TO A.STM-C150, TYPE J OR TI'PE 11. B. CONCRETE AGGREGATE SHALL CONFORJ\1 TO ASTM-C33. WATER SHALL RF CLEAN, FREE FROM STRONG ACIDS, ALKALI, OIL OR ORUAN1C MA lTER. C. ADIIUXTURE FOR ALL l'ORJIIED CONCRJ:TE SHALL BE SIKA CJJEMIC,\L CORP'S "PLASTJ,IENT", OR APPROVFD EQUAi., APPlIFD IN STRICT ACCORO,\NCE WITH \1ANUFACTCRER'S DIRECTJONS. D. REINFORCHIE'IT: REINFORCJNG STEEL ASTh1-Al5 AND ASThf-A-305. WIREFABRJC ASTM-id85 E. FORMS: E.1. LU,IBER SHALL BE "CONSTRUCTJO'l GRADE" J10UGl.AS FIR E.2. PLYWOOD FOR FORJ\IING OF CONCRETE WHICH IS EXPOSED SHALL BE PLYFOKM. ALL PLYWOOD USEDFORFOR.l\llNG SHALL BE AT LEAST 518 INCH TillCK AND EDGE SEAi FD. F EXPANSJON JOINT FILLER SH.,\LL CONFORM WITH ASTM-Dl751 (PRHIOLDED). G. PROVIDE CERTIFIED MILL TEST R.£PORTS OF THE CHEIIIJCAL AND PHYS1CAL PROPERTIES OF RFINFORC!NG R/\RS A'lD WEl.OFD WIRF FABRIC. G. l. RFINFORCING BARS-DEFORJ\IED BILLET-STEEL BARS CONFORJ\IING TO ASTM Aul 5, CLEAN AND FREE FROM RUST, SCALE,OR COATING THAT WILL REDl!CE BOND G.2. WFLDED WIRE FA8RJC G.2.1. CONl·'ORM TO ASTM AJ85. TAGS DESIGNATJNG WIRE SIZE AND SPACING SHALL BE LEFT O\l EACH ROLi UNTJL READY FOR USF. G.2.2. UNLESS OTI,ERWISE APPROVED WELDED WIRE \!ESH SHALL Bt 6" X 6" 1'o. JO No. ID COJ\TINUOUS 1.0 CONC'RFTE A. QUALITY A I CONTR/\Cl'OR ASS1111ES RESPONSl1llLITY FOR THE DESIGN MIX AND GUARANTEES TI IE SPEC ff JED ULTIMATE STRENGTII AS l'IDICA TED OR SPECIFIED HF.REIN A 2 CONCRETE, h l!Nlll M1 28-DAY !IL TIM!. TE STRENGTH SHALL BE 2j00 PSI. A.3. RnADY-1!JXED CONCRETE SHALL CONFORJ\1 TO ASTh1-C94. B, PROPORTIONS AND CONSISTENCY B.l. TI,E PROPORTIONS OF AGGREGATE TO CE,1ENT SHALL PROVIDE A DENSE \UXTIJRn WHICH WILL READILY WORK INTO ALL COR:,,JERS OF THE FORMS AND AROUND /\LL REJNFORC'El\1F.NTS \J/TTI.."JOUT ANY SEGRF.GATJOJ\ OF nm \•IATFRIALS, CAl!SE EXCESS FREE WATER TO COLLECT ON THE SCRF ACE OR CAUSE EXCESSIVE BLEEDING OF THE FORJ\1S. B.2. Tl!E RECOM,IENDED PRACTICFS OF THF. AIIIFRlCAN C'ONCRETE INSTITllTF SHALL RF FOLLO\\'ED IN ALL APPLICABLE PROCEDURES. THE \IA,XIMUM SLlJIIIP SHALL NOT EXCEED (4") FOUR 1NCHES FOR FOOTINGS, SLABS O'-:GRADE, AND !1-1ASS CONCRFTE; 5 INCHES FOR FOIINDATJO'I WALLS C. CONTROL-THE CONCRETE QUALITY, PROPORTIONS, CONSISTENCY, ETC, IS Sl!BJECT TO THE APPROVAL OF OWNER, A'ID NO CHANGES SHALL BE MADE Wl11-10l!T PRIOR WRITTE'I APPROVAL. 5.1 FORM WORK A FORJ\·IS FOR CO'lCRETE WORK SHALL BE EITHER MET AL OR WOOD. FORJ\1S THAT ARE WARPED OR THAT DO NOT HAVE A SMOOTH STJWUHT UPPER EUGE SHALL KOT BE USED. F0Rl\1S Sil.,\LL BE SET WITH THE l!PPER EDGE OF THE BOARD TRUE TO LINEANDGRADF AND SHALL BE ST.AKED RIGIDLY IN PLACF. WITH STAKES SET NOT IIIORE TH..\N FOUR FEET (4') APART SO AS TO REMAIN JM:\IOVABLE THROUGl!Ol!T TIIE CONSTRCCTION. ALL FORl\·lS SIIALL BE APPROVED BY LAI\DSC A PF ARCHITF.CT WITI➔IK A TOLERANCE OF ONE PERCE"'T (1%) NOTIFY LANDSCAPE ARCHlTF.CT 48 HOl!RS lN AJ1VANCE TO SrHFJ1PLF INSPECTIO'l. _,\LL \1ATERIALS SHALL BE ACCURATELY AND SEPARAJ'ELY WEIGHTED AND MIXING SJJALL CONTl'IUE UNTIL THE DJSTRJBUTI01' OF MA TERI ,L JS t:NIFORM AKD THE \-IASS OF CONCRETE IS HOhlOGE'lEOUS. 1l. TWO AND ONE-H.,\LF (2 J/2) GALLONS m· WATER PER CUlllC YAJill, SHALL BE WITHHELD FROM THE 11JX AT THE PLANT, AND ALL OR A PORTION MAY BE ADDED TO THF. lll!X AT THE JOB SITE AS DIRECTED BY THE INSPECTOR. THE CONCRETE SH.,\LL BE MIXED AT LEAST 5 MJNLTES AFTER SUCH WATER JS ADDED AND NOJ'LESS TIIAN 3 Mll\t:TES OF TIIIS TIIIIE SHALL DE IM,1EDIATELY PRIOR TO THE DJSC'HARGE OF THE BATCH. TOTAL h!IXING TIii iE AFTER ADDING ORIGINAL WATER SHALL BE AT LEAST IS h!JNUTES. C. CONCRETE \\1-IICI I JS NOT PLACED WITIIIN 90 MINUTES AFTER THE !NTRODUCTJO'; OF CHIENT ANn WA TF.R, AND CONrRETE WHICH HAS STOOD FOR 30 !vllNU l'ES AfTI:R LEAVJNG THE MJXER, SHALL NOT BE LTSED. 5.2 RFB.'\R A. REINFORCIC'JG BAR SIIALL BE SPLICED WITH 30 BAR DIA,1ERS h!INl>!UM OVERLAP. 6.0 CONVEYING Al\D PLACING A. HU-ORE POURING, ALL FORMS SHALL BE THOROUUHL Y CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCHES SH.,\LL BE WETTED DOWN BEFORE POURJ:,,JG FOOTINGS; Fa\RTH SHALL 'lOT BE IIIIIDDY AT THE TI11E OF POURING. CO'lCRETE SHALL NOT BE PLACED UNT1L REINJ·ORCEl\1ENTS, ROCGH HARDWARE, AND FOR.l\lS ARE APPROVED BY OWNER OR LAND SC APE ARCHITECT B. BEFORE DEPOSITING NEW CONCRETE AGAINST OLD CONCRETE, ALL LAITA'lCE SHALL BE REll10VED, AND THE Sl!RFACES ROUGHEKED TO EXPOSE TIIE H1BEDDED AGGREGATE, THE SURF ACES SHALL HIEN DE COVERED WITI I CE\1ENT GROl!T, USING THE SPECIFIED 1 l!X WITH 1/2 OF THE ('OUR.SF AGGREGATE O\IITTED, I 1/2 INCHES TH1CK. C. CONVEYING AI\D PLACING OF CONCRETE SHALL BE DONE SO AS TO PREVENT SEPARATION OF INGREDIENTS, AND IN NO CASE SHALi. THE FRFF FALL EXCEED 6 FEET. TRE,IIES SHALL BE USED AS llliQU1RED. SURFACES OF CO~CRETE SHALL BI: KEPT REASO'lABL Y LEVEL, W!Tll A MINJ\JUM All!OU'lT OF CONCRETE BEING All.OWED TO FLOW AFTER BEING PLACED. PLACJ:,JG SHALL BE PElffORMED AS A CONTINUOUS OPERAJ'JON UN J'IL EACH SEC'TIOK IS COlllPLETED. D. CONCRETF SHAl.l RF SPADED AND VIBRATED WITH ,1ECHANIC.,\L VIBRATORS TO A MAXl,1UM SUBSIDENCE, WITHOUT SEPARATION OF INUREDIE~TS. THE MOVING OF CONCRETE BY VIBRATION WILL NOT BE PFR 1 IJTTED. 6.1 COLORED CONCRETE IN TEURAL COLOR SHALL BE PER PLAN WHHRE APPLICABLE 7.0 GROUTING A. GROUT SHALL HE COIILPDSED OF ONE PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE RY VOLC\IE MATFRIALS SHAll BE 11IXED DRY ./\l\D WATER ADDED JUST SUFFICIENT TO MAKE THE MIXTURE FLOW l!NDER ITS OWNW:IIGHT. 8.0 CURJNG AND PROTECTJO'l A ALL EXPOSED SURF ACES OF CONCRETF SHALi RF PROTECTED FROM DAMAGE DUE TO TEil lPERATIIRE, ELEMENTS, AND CONSTRUCTION OPERATIO'lS. B. CURING: R. L Al.l EXPOSED SURFACES OF C'ONCRETF. SHALL BE PROTECTED FROM PREMA TIJRE DRYING AND FRESHLY PLACED CONCRE J'E SHALL BE PROTECTED AGAJ'lST WASH HY RAIN. ALL CONCRETE SHALL BE KEPT WET FOR A PERJOD OF TE\/ DAYS AFTER PLACDIG. R.2 ALL l JQlllO CVRING co,1POIJNDS SHALL BE USED 1'1 ACCORDAI\CE WITH THE MANUFACTURER'S RECOM,1ENDA TIO KS AND SI !ALL NOT DE USED O'l SCRfACES RECEIVING CONCRETE HARDENER. 9.0 OEJ-EC'J'IVE C'O'lCR.ETE A. CONCRETE WHICH JS NOT I'l ACCORDANCE WITH THESE SPECIFIC'AJ'IO'lS, OL T OF LINE, LEVEL, OR PLLVIB; SHOWING S'JRUL'TIJRAL CRACKS, ROCK POCKETS, VOIDS, SPALLS, HONEYCO,IBING, EXPOSED REINFORCING OR OTHER DAMAGED SJTRFACES SHALL RF. CO'lSIDERED AS DEFEC IWE. B. ALL FINES AND 1R!UiGULARJTIES SHALL DE REll10VED FROM EXPOSED CONCRETE SURF J\CES V.THLE 71-IE COl\C'RFTE JS STll .L GREEN. WHERE PATCHING IS REQUIRED, ALL LOOSE AI\D UNffORM CONCRETE SHALL BE RE110\IED PRJOR TO PATCHING. 10.U CONCRETE FINISHES FLAT SURFACES SHAl.l RE SCREEDED TO THE REQUIRED LEVELS AND SLOPE AND THEN ANY EXCESS WATER OR LAITANCE REMOVED, CONCRETE SJIALL BE COll!PACTED WITH A GR.1D TAll!PFR AND THFN FL0A'n°n TO A TRUE AND LEVEL SURFACE WITHIN THE TOLERANCE OF li8 INCH .,\LONG A JU FOOT Sl'RAJUHT tDUE. CON TRAC 1'0R SHALL ENSU!lli POSITIVE DRAl'IAGE ON ALL FLATWORK. SEE PLA1'S FOR CONCRETE FIKISH. 11.0 EXPANSIO'I JOINTS CONTROL JOJKTS ANO OTHER EDGES SHALL BE FOR\IED IN I·-RESio C'ONCRE'ft USING A CLEAN EDG1NG OR JOJI\TING TOOL TO PROVIDE A S1100TH l!l\!FORM FINISH. 12.0 CLEAN-llP UPOK COMPLETIOK OF .,\LL CONCRETE WORK AND BEFORE FIN.ti ACCEPT.A NCE, C'ONTRACTOR SHALL RE\IOVE .ALL TOOLS, SURPLUS MATERIALS, fJ'PARATUS, DEBRIS, ETC., FROM THE SITE AND TI-IE SITE SHALL BE LEFT IN A CLEAN, NEAT CONDITION ACCEPTABLE TO OWNFR. r----------------------,ec, APPROVED FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. i------------------------1.c: RCE __ _ EXP. ___ _ DATE '· f' " ~ ;:; n 0- if I-L 1--------------------1," REVIEWED BY: c ' ' INSPlCTOR DA TE cc u;;~:;::i:::;~~A~~iii~ii~ifilm===========+===+===~==~===-i-r;=~~===.:-;;;;--=;-;;;;---;-=.:;-;:::;~=;::;:::;-;::::-~::;-;-1, L,1'-".01""',4""'1,3'--+--'RJ"-------r!<'~D=ES=,G=N=.W=J=US=T=\•1E=N=•TS~--------t--t----t---t------t rH1E1ET I CITY OF CARLSBAD cm-~---- SJ H /,ii,d,c<1pe ·,c,),i1,,·11u~ !a11 d plaJlaJ "f • 11/11113 RJ ? DESIGN ADJUSTMENTS 1- 121021=JJ'---+_R'-.l ----l_,..,., DESIGN A DJU s T'vfENTS ~=:::::::::::'...,::::::::::;:=::P::::L::A::N::N::l=N:::G:::::D=I V=l:::S::::I 0::N::::====-'===~ ½ LANDSCAPE IMPROVEMENT PLANS FDR: t ~ LA COSTA TOWN SQUARE L RESIDENTIAL -MODELS ~ -------------------t----+----+---+------t :========='7================~-c APPROVED: 11~ I (;r. ~l~±r IZ.-IZ-·I~ ~ EXPENSE, TO THE SATJSJ:'ACTJO:"\l OF THE O\\l'NER. 2.3 COOJillJNATION 31726 Rancho Viejo Rrnd I Suite 201 San Jwm C'apismmu, CA 92675 r:c PLANNING , ~~===;-;:======-:;-;::= -~-~ , DWN 3Y: PROJECT NO. DRAWING NO. ~ 1n111· ·•J•llllC cnm Expiration Date: :v 10/31/13, ll/ll l3 12/21].:1 DA TE INITIAL DESIGNER OF WO,K DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ~~~g ~~:--CT 08-03 475-2N ~1 ~----r DATE INITIAL C TY APPROVAL Know what's below. Call before you dig. NOTE• THIS PROJECT SHAli CONFORM TO THE 20/0 EDITIONS OF THE CALIFORNIA BU/LO/NG COO£, UN!FOR4/ MECHANICAL COO£, UN/FOR/I PLUMBING COO[, ANO CAUFORN!A l'LFCTRICAL COOF (BASE ON THE /ggg [017/0N OF THE NA T!ONAL l'LECTR/C COOF). ANO CITY AND COUNTY LA//6 AND ORDINANCES. I 2 ID SLOPE A9 12,7 3/4" 2 I SLOPE AlO 12.7 3!4" SHR'JB A7 lUeF 6.813/4" A6 L 707 3.6 3/411 POTS H 360 0 ~ All 6.4 314" 6.4 314" L I ---1 ---® ---CH.LINE-I -@SEEMAT B SHEE'T 14 -S J R /i,,ir:/,cn1,~ ur,!JJUc/;1re land plcni11111g IRRIGATION LEGEND SYM MFG MODEL GPM ARC PSI RAD PREC COMMENTS I HUNTER PROS-CV-MP3000 0.74 90 30 22'-31' 0.39 SEE NOTES 2 HUNTER PROS-CV-MP3000 1.58 180 30 22'-31' 0.42 SEEJ\OTES .1 HUNTER PROS-CV-MP3000 3.15 360 30 22'-31' 0.42 SEEJ\OTES 4 HIDITER PROS-CV-1-.1P2000 0.33 360 30 13'-21' 0.39 SEE NOTES I 5 I-Ilf.'.ITER PROS-CV-MP2000 0.63 360 30 13'-21' 0.42 SEE NOTES r-1 HUNTER PROS-CV-LCS * 0.19 90 30 4'X9' 1.1 SEE NOTES • HUNTER PROS-CV-SST* 0.37 180 30 4'Xl8' 1.1 SEE NOTES 11:\ HUNTER PROS-CV-SQ* 0.07 90 30 5' 1.2 SEE NOTES £rii1l HUNTER PROS-CV-SH * 0.14 180 30 5' 1.2 SEE NOTES Q HUNTER PROS-CV-SQ* 0.17 90 30 8' 1.2 SEE NOTES '" HUNTER PROS-CV-RH * I 0.33 180 30 8' 1.2 SEE'lOTES <l> HUNTER PROS-CV-BF * 0.66 360 30 8' 1.2 SEEc'!OTES ~ HUNTER PROS-CV-l0Q * 0.23 90 30 10' 1.2 SEE NOTES • HUNTER PROS-CV-JOH* 0.51 180 30 10' 1.2 SEE NOTES * HUNTER PROS-CV-l0F * 1.03 360 30 10' 1.2 SEE NOTES ..,. HUNTER PROS-CV-12Q * 0.37 90 30 ]2' 1.2 SEE NOTES t HUNTER PROS-CV-12H * 0.74 180 30 12' 1.2 SEE NOTES ,/;' HUNTER PROS-CV-12F * 1.48 360 30 12' 1.2 SEE NOTES 1" HUNTER PROS-CV-15Q * 0.58 90 30 15' 1.2 SEE NOTES \( HUNTER PROS-CV-15H * 1.16 180 30 15' 1.2 SEE NOTES '¢' HUNTER PROS-CV-15F • 2.31 360 30 15' 1.2 SEE NOTES * USE TORO PRECISION SPRAY NOZZLES ~ HIDITER PGV-ASV-CONTROL VALVE (SIZE PER PLAN) INSTALL 12" ABOVE HIGHEST OUTLET. ~ HIDITER ACZ CONTROL ZONE KIT (SIZE PER PLAN) INSTALL 12" ABOVE HIGHEST OUTLET. ~ KING BROS. EBV--0OO0TPVC BLOCKED BALL VALVE (LINE SIZE). rel RAINBIRD ESP-SMT-XX-INDOOR SM,\RT CONTROLLER ------RAINBIRD XFS-06-l 2XX INST ALL PER MFG INSTRUCTIONS -4" DEPTH (SEE NOTES). INSTALL FLUSH VALVE AT LOW POINT lN SYSTEM. APPROVED CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). ----APPROVED 1 1/4" SCHEDULE 40 M.AJNLINE -18" COVER (SIZE PER PLAN). APPROVED SCHEDULE 40 PVC SLEEVE -2X PIPE DIAMETER 1M] APPROVED DO.MESTICWATER METER BY OWNER-PER LOCAL WATER PURVEYOR ESP WEATHER SENSOR (JvJOUNT TO FENCE/WALL -e-RAINBIRD UNOBSTRUCTED BY OVERHEAD BLOCKAGE) -INST ALL PER MFG. INSTRUCTIONS. (iJ) -AIR V AC (INSTALL AT HIGH POINT OF EACH ZONE) RAINBlRD ® RAINBIRD FLUSH VAL VE (INST ALL AT LOW POINT lN EACH ZONE) @ WATTS 500 SERIES PRESS. REGULATOR IN A GREEN 6" ROUND VALVE BOX. 3/4 " PVC ATMOSPHERIC VACUUM BREAKER -INST ALL 12" 0 HUNTER ABOVE HIGHEST IIEAD UN SYSTEM-FOR MIDDLE & TOP OF SLOPE SYSTEMS ONLY NOTES: • CONTRACTOR SHALL PROVIDE SUFFICIENT NUMBER OF DRIP EMITTERS FOR ALL POTS (REFER TO PLANTING PLAN FOR LOCATIONS) • INSTALL XFS TUBE ON-GRADE -COVERED W/WOOD MULCH IN SIIRUB AREAS, STAPLE TO GROUND AT 36" O.C .. • CONTRACTOR SHALL VERIFY HIGH AND LOW POINTS FOR LOCATION OF AlRN ACS AND FLUSH VALVES. • PROVIDE TWO EXTRA 3/4" DRIP VALVES PER UNIT FOR POT IRRIGATION (ONE FRONT, ONE REAR).~ COMMENT XVALVENO. G.P.M. (GPH) ,1-,,~ VALVE SIZE HYDROZONE_,..,... ""-AREA DET. C/15 C/15 C/15 C/15 C/15 C/15 C/15 , C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 - C/15 C/15 C/15 - G/15 0115 H/15 - E/15 A-E/16 A, D/15 A, D/15 A, D/15 B/15 8/16 C/16 10' 0 10' SCALE: 1" = 10' 30'!-= ___ __,[' £ , C " ,------------------.~ APP RO VEO FOR -· /RR/GA TION ANO PLAN TING ~ •' ONLY, INCLUDING PRECISE ~ C LOCATION OF PLAN TING L AREA. u F 1-----------------'<' RCE __ _ EXP ___ _ ~ ; f ,. C ~ -----C DATE ~ C - REFER TO SIIEET 14 FOR NOTES, CALCULATIONS, & SCHEDULES 1-----------------1:v. REVIEWED BY: r: L b. SCA l OHi\, "' ;-;, ..;., =' 0 -I I ;f,, I~ _____ [ r~i~il-=-1,~~17J.~-;:;;;;;;;:;;:;-:;::;;--;;:-:;:;::;;~~------7 ---+r_-_-_-_i_:-_-_-_-_-+r_-_-_-~-,-;==~=1N=s=P==E:::cT~o=R=::::::::=========-;::=o=A=TE==:i'~ 1--"~:'-"~;'-'"~~"-';:_,,__:+--'~"'--+'"le"'-"'~""'::,:~~~~;~~;~:~;: t----+--t----+---11 s1HE2ET I CITY OF CARLSBAD ~2EE2Ts ~r. p 02113 RJ DESIGN ADJUSTMENTS PLANN.NG DIVISION ~ -...... ~=~="-""""-'-"----------+---+--+---+---l LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE RESIDENTIAL -MODELS --+---------------+---t----t---t----1 ::C===:=..-=============~ s'. 2 APPROVED: ~ ( \ , u,... --+---+--------------+---lf----l--f----1 ____ Ii_~~~~~-~~=l=..bl'-'+-L---I-Z.-1-Z.-I~ ~ ~ ]]7;,J, lfa11cl1n Viejo Road I Suite 201 San Juan Capistrano, CA 92675 PLANNING " ~==-=====;--;:::::=::====:;;:::==--=~ -· 1-----+--+----------------+--+---+--+--~ DWN BY: PROJECT NO. DR/sWING NO. ~ DATE INITIAL DATE INITIAL DATE IN1T.AL CHKD 3y " H'l!ll' s1<1,11c· o·,,m Expiraiion Date: DESIGNER OF WORK REVISICN DESCRIPTION 1-0..:.THc:.E-=-R-AP.LP::CROC:.V..C:AL'-1---=-C'-'-IT'fc:.._AP.LP::CRO'-'-V..C:AL=--i RVWD BY:--CT 08-03 475-2N ~ ~ REV. 10,31. 13. ll l , . 1212/13 2 I ' 2 I .___---------\2 r:;"\-+;:,,.--+-t--1.3 I -----1 -'------~ ----· --------·-----__ , ____ --------·---------~ · I j:_' (I _ -·-·-------· , --------·-,) ,ju BOT OPE CID 4.8 3/4" L TOP S' OP Cll 4,8 j314" I I C8oe 9.5 314" 9.s 314'' ''1,):::::::. : .. ~L ~. ~ .• ~2 i. -.~ __ ::+.~::r;-=_g __ ==.f.-=~.-=~~--~2•=§"-~~:0--,~=i=i-=~~==-~.·~~-==-=!-- L ·-·-· -~-~~ ·-._·-.~.-·-. ·---·-·-·-· -·-· ·-·-·-· "iIII~1~1~· -·-· ,-, c i:. -(x -·. I I ¾1,;(;,~ .~ ' :':,, I ·1 i I I 1 :-(1:/S,JJf, ~ J~ =~= _J,".j J I I I i I ''<>$,, . ,":, ' I ' _c,·7:~c'~c;i#,; 1 J J J I S ID SI PE D8 D9 9.5 3/4' Sh LIB _,p-· '"'•" .... r-.:1 .-.:\ ,. ,_ .... a .. ~..l.::...,._,:•;::_..,.{' __ 1 I · I 4-o~-1'1111101111 IH+'-\1--t"t-J I i I I D7 6,8 3/4" L 678 SHRU D6 . . i I Ii I I 'I I I I I Ii I I I 11' I Ii I 1 , 1 I I I I I I I OlS D5 -314" 61 j3/4" L 60 I Ii I~ i I I 11 . I I I I I ' 11 Iii I I J ,r--11--, . . PLAN3B 11 1111 r--ir-- Know what's below. Call before you dig, NOTE.· THIS PROJECT SHALL CONFORI/ TO THE 2010 £0/TIONS OF THE CALIFORNIA BU/LO/NG COO£, UN/FOR/I //£CHAN/CAL COO£, UN/FOR/I PLUI.IB!NG COO£, ANO CALIFORNIA ELECTRICAL COO£ (BASE ON 111£ 1999 £0/TION OF THE NATIONAL ELECTRIC CODE), ANO CITY ANO COUNTY LA!/'S ANO OROINANCES. l ~ I 1·1· . II i '" u 3.Jc:14" "cALwoL~1;" 9RA. "\/CH" I i I i I I i I I I 1· C3 ~ I I I I I I 5.2 314" L P0323 I I I I I i I 56 C2 1 I I I I IU.-il~l!lliJ;TIJR -3/4" 1 I 1 : i I i I Cl I· I =1'-Jlc-JSI 3.2 314" ':}) ' . ' 11 I H 3 I . I I ' ";f.-,, I D4 36 [3/4" H 352 [Efj SHRU ~ D2 ,---aa!ll!llll 2.3 3/4'' DJ 3.3 314" L 327 L 22, PLAN4C "PALM BEACH" LOT20 BOT SLOP D10 4,8 3/4" L TOP S' "P DI! 4.8 1314" r ,/ I / / ' / • I / __ _,., I I I - WATER USE CALCULATIONS POC 'A', 'B', 'C', 'D' IVIAWAi< = (Etol{.D62) { (0.7 x LA)+ {0.3 X SLA)l MAWA" = 587,41i2 ETWU• = (Eio)(.062){ {Pf x HA/ IE}+ {SIA)) · ETWU'= ~-f',ALlONS P-[Jl Y!:A'1 CON\/, W,l~,OTQTIIPA ,291.4'-1 ............. , ~~7,16.t 1\1111\,111\ .. . .. . ........... l . ' CllYOF CARLSBAD ESTIMATED TOTAL WATER IJSE {ETWU) FOR POC 'A' POTABLE STEP HYDR020N£ 1 2 3 4 5 6 7 8 9 10 H 12 'ITO 1 47 ,CO,NVER$1CN 2 0.62 STEP 1 )<STEP 2 3 2914 ,PLANT FACTOR (PF) , 'AREi\ OF HVDROZONE 4 o.s'l--__.occ'·s'\----"o"",s,f---_""ll"t5. __ _'Co,."ls _ _...o"ls---"'o"'i.sr-___,,o."lsr-___,,o."ls---"'o."'i,f----"o"=.sl------+-~ ' (HA) STl;P 4·X $TEP 5 i1RRlGATION •EFFECIENCI JE, srnp 6 DIV STEP 7 ,TQTALALJ.STEP.8 STEP9X 29.14=flWll 5 6 7 8 9 .JO STEP ,srEP 1 X STEP 2 3 1ARic.~ OF l;VDROWNE 1(HA) ;srEP 4 X STEP 5 i.lRRIGI\TJON 4 5 6 498 332 951 350 707 (i00 2,162 l.fi74 1,0?S 1,052 j) 249 166 475.S O 288 35~.S 3:}Q 1081 0.85 0.85 0.RS 0.85 O:SS 0.85 0.85 ll,&5 OK" 0.85 0.85 0.85 0 19S 985 51CJ 5,700.59 CITY OF CARLSBAD ESTIMATED TOTAL WATER USE{ETWIJ) FOR POC 'B' POTABLE HYDIIWONE 4 ···-~----··- 47 0.62 0.5 0,8 05 0,8 1,425 1,252 1,395 739. -7 712.5 1001,6 697, 59LI .. ··.-i /,. ,J';fFECIENCY IE 7 f ( ]STEP 6. 01\1 STEP 7 8 838 0.85 1178 0.85 821 0.85 696 / TOTAL ALL STEP 3, 9 3,5.32.71 I f-, --'----+---'---+---------------------------------~--''-'--! I I i,TEP9X29.14-ETWU 10 102,943.05 I ! I I I I I I I I I cor,;vrns1ON, STl;P lXSTcP 1 ,.PLANTFACTOR {PF) ·IAR1'A Of HYPROZONl (HA) STEP 4 X STEP 5 i I RRI GA TION CFFCCIEN(;Y (lE) $l'EP 6DIV STIJ' 7 TOTAL ALL STEP 8 STEP 1 2 4 5 6 7 8 CITY OF CARLSBAD ESTIMATED TOTAL WATER USE {ETWU) FOR POC 'C' POTABLE HYDROZONE l 4 5 6 7 8 9 .JD 1.1 47 D.62 0.8 0.5 0.5 0,5 o.s 0.5 ll.5 0,5 0.5 0.5 ()5 346 516 323 706 510 1,11!6 944 998 14 276,8 0 258 lGl.5 D 743 472 499 11,2 0,85 0,85 0,85 0.85 0.85 0.85 0,85 0,8:i 0.85 326 0 :)04 o, 300 874 '698 555 9 f-------t---+-----------------------~--·-· 4,261.76 ~~·-·~·-··- ' STCP9X29.l4-.8WU ' HYPROZONE 12 -' FOJNTAIN WATEII 5URFACEAREA 1ETO , ____ _ CON\IERSION STEP 1 X STEP 2 ;PLANTF/\CTOR PFJ '11\Fl;/\ Of HYDRO;;'.ONE (H/\J ,IRRIGATION ! ;Ef.FlcCIENc;¥ IE 'STEP601VSTEP7 ,TOTAL ALL STEP 8 15Tl;,P 9X 29,14=ITWU * H'IDRO20N£ 12- SPA WA KR SURFAC:C I ARI,\ ! 10 STEP 3 4 s 7 8 9 10 124,187.82 .......... ' CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FOR POC 'O' POT AB.LE HYOROZONE 1 2 3 0.5 0.3 0,5 327 228 163.5 114 0 0.85 0,85 0,85 192 134 0 4 5 6 OJI 0.5 0. 352 610 illl=· 1,=61--~~o+-_~30 0.8 0,85 0:8 331 0 35 7 47 0.G,: 29,14 0.5 678 339 O:ES 399 ij 0,5 1,482 741 0,85 872 9 0,5 l.334 667 0.85 785 10 0.5 1,232 616 0:85 7i5 11 0.5 l.134 D.85 667 0.8 108 86.4,__ _ _, __ _ 0.85 4,565.29 ' 133,032.67 I L. l , 1 O' a 10' SCALE: 1" = 10' iC .----------------~·~ "' APPROVED FOR ;,; ~ !RR/GA T/ON AND PLANTING ~ -ONLY, INCLUDING PRECISE 2 L LOCATION OF PLAN TING AREA. RCE __ _ EXP, ___ _ DATE G -- REVIEWED BY: -----------------""· le f::: C REFER TO SHEET 14 FOR LEGEND, NOTES, CALCULATIONS, & SCHEDULES INSPECTOR -----E= DATE c c:. -10/24/13 RJ DESIGN ADJllSTMENTS [TI:] ~ l-'1~I1.ulle!,/J34--'RJ'"'--tt'"-'D""'J:""s1cs,GNc!.cA"'o""JU""sce1n,:,,•IE,,.,N-'-'Ts,__ _____ --jf---+--+--t---l 3 CITY OF CARLSBAD E 12/02/13 RJ , DESIGN ADJUSTMENTS PLANNING DIVISION l-!="~c+--=--l-"""'-"""""'===~'--------+---l--1---+---I ~~~~::;::;:;:;:;:;;;:;;:;;:::';;==:::::======:::::::; .- 1----+--+----------------+---+--+---+----I LANDSCAPE IMPROVEMENT PLANS FOR: ~ l S J R LA COSTA TOWN SQUARE RESIDENTIAL -MODELS REV. 10 'HJ E:-r:piration Date: 11 ILL D ,L 1----+--+---------------+---+--+---+---I ~==================' § ~--1---+--------------+---J--~-+--~ _AP_P_Ro_v_ED_=~1-~_.;)~\ _4'~--1::-1~1~~-Af:~---\-Z.-IZ•I~ IRRIGATION LEGEND SYM MFG MODEL GPM ARC PSI RAD PREC COMMENTS J HUNTER PROS-CV-MP3000 0.74 90 30 22'-31' 0.39 SEE NOTES 2 HUNTER PROS-CV-MP3000 1.58 180 30 22'-31' 0.42 SEE NOTES 3 HUNTER PROS-CV-MP3000 3.15 360 30 22'-31' 0.42 SEE NOTES 4 HUNTER PROS-CV-MP2000 0.33 360 30 13'-21' 0.39 SEE NOTES 5 HUNTER PROS-CV-MP2000 0.63 360 30 13'-21' 0.42 SEE NOTES r1 HUNTER PROS-CV-LCS • 0.19 90 30 4'X9' I.I SEE NOTES -HUNTER PROS-CV-SST* 0.37 180 30 4'X18' 1.1 SEE NOTES (D HUNTER PROS-CV-5Q • 0.07 90 30 5' 1.2 SEE NOTES ,1.ti HUNTER PROS-CV-SH• 0.14 180 30 5' 1.2 SEE NOTES g HUNTER PROS-CV-SQ• 0.17 90 30 8' 1.2 SEE NOTES ~ HUNTER PROS-CV-SH* 0.33 180 30 8' 1.2 SEE NOTES <P HUNTER PROS-CV-SF• 0.66 360 30 8' 1.2 SEE NOTES V HUNTER PROS-CV-I0Q * 0.23 90 30 10' 1.2 SEE NOTES • HUNTER PROS-CV-IOI-I* 0.51 180 30 JO' 1.2 SEE NOTES -$-HlNTER PROS-CV-l0F * 1.03 360 30 1 0' 1.2 SEE NOTES ~ HUNTER PROS-CV-12Q * 0.37 90 30 12' 1.2 SEE NOTES 't' HUNTER PROS-CV-12H * 0.74 180 30 12' 1.2 SEE NOTES .., HUNTER PROS-CV-12F * 1.48 360 30 12' 1.2 SEE NOTES ,, HUNTER PROS-CV-15Q • 0.58 90 30 15' 1.2 SEE NOTES ..., HUNTER PROS-CV-15H • 1.16 180 30 15' 1.2 SEE NOTES w HUNTER PROS-CV-15F * 2.31 360 30 15' 1.2 SEE NOTES * USE TORO PRECISION SPRAY NOZZLES ~ HUNTER PGV-ASV-CONTROL VALVE (SIZE PER PLAN) INSTALL 12" ABOVE HIGHEST OUTLET. ~ HUNTER ACZ CONTROL ZONE KIT (SIZE PER PLAN) INSTALL 12" ABOVE HIGHEST OUTLET. ..... KING BROS. EBV--0000T PVC BLOCKED BALL VALVE (LINE STZE). le RAINBIRD ESP-SMT-XX-INDOOR SMART CONTROLLER -·-·-·-·-·-RAINBIRD XFS-06-12XX INST ALL PER MFG INSTRUCTIONS -4" DEPTH (SEE NOTES). INSTALL FLUSH VALVE AT LOW POINT IN SYSTEM. APPROVED CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). 1----APPROVED 11/4" SCHEDULE 40MAINLINE-18" COVER (SIZE PER PLAN). APPROVED SCHEDULE 40 PVC SLEEVE -2X PIPE DIAMETER lg] APPROVED DOMESTICWATER METER BY OWNER -PER LOCAL WATER PURVEYOR ESP WEATHER SENSOR (MOUNT TO FENCE/WALL • RAIJ\BIRD UNOBSTRUCTED BY OVERHEAD BLOCKAGE) -INST ALL PER MFG. INSTRUCTIONS. @) RAINBIRD AIR VAC (INSTALLATHIGHPOINTOFEACH ZONE) m RAINBIRD FLUSH VAL VE (INSTALL AT LOW POINT IN EACH ZONE) ® WATTS 500 SERIES PRESS. REGULATOR IN A GREEN 6" ROUND VAL VE BOX. 3/4 "PVC ATMOSPHERIC VACUUM BREAKER -INSTALL 12" 0 HUNTER ABOVE IDGHEST HEAD ON SYSTEM -FOR MIDDLE & TOP OF SLOPE SYSTEMS ONLY NOTES: • CONTRACTOR SHALL PROVIDE SUFFICIENT NUMBER OF DRIP EMITTERS FOR ALL POTS (REFER TO PLANTING PLA."1\/ FOR LOCATIONS) • INSTALL XFS TUBE ON-GRADE -COVERED W /\VOOD MULCH IN SHRUB AREAS, STAPLE TO GROUND AT 36" O.C .. • CONTRACTOR SHALL VERIFY IDGH AND LOW POINTS FOR LOCATION OF AIR/VACS AND FLUSH VAL YES. • PROVIDE TWO EXTRA 3/4" DRIP VALVES PER UNIT FOR POT IRRIGATION (ONE FRONT, ONE REAR).~ COMMENT No. G.P.M. (GPH) o.o !" HYDROZONE__,,)' VALVE NO. VALVE SIZE AREA DET. C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 C/15 G/15 G/15 H/15 E/15 A-E/16 A,D/15 A, D/15 A, D/15 B/15 B/16 C/16 AVB 12" ADOVE HJGHEST OUTLET (TYP.) Know what's below. Call before you dig, NOTE: THIS PROJECT SHALL CONFOR!/ TO TH£ 2010 £0/TlONS OF TH£ CALIFORNIA BUILOIN6 COOi:, UN/FOR!/ 4/FCHAN!CAL COOi:, UN/FOR)/ PLU4/BIN6 COD£, ANO CAUFORNIA tLFCTRICAL COO£ (BASF ON TH£ 1999 £0/TION OF TH£ NATIONAL tltCTRIC COO£), ANO CITY ANO COUNTY LAJ'(S ANO OROINANCFS. TOP OF SLOPE 'r-.-LOCATE VALVES ON SIDE YARD TYPICAL ATh10SPHERIC VACUUM BREAKER LOCATJON y y ~!'_ TYPICAL SLOPE VALVE ---------,,.'I LOCATJON@ smF y ARD I 1 : I 1 l +-WEATIIERSENSOR ; I [£)11+"--COKTROLLER I 114" SCH. 40 ~WNLINE ---,1~)1 GARAGE MOLNTED IN GARAGE (TYP.) CON'JHT TO RH!OTJ: • I '-...+-,.. CONTROLVALVE • I 1<+-~+----DUMESTJCSERVJCE ! L-1~ RALL VALVE --~~._,,. !Ml TYPJCAL POJNT or CONNECTJON CONTROLU:R AND RAJN SENSOR (ALL LOTS) CONTROLLER RUN TIMES SHRUij~ / ORIP Mod.i:!,rate_ Wat-er;V.se I saod toam l pr! 1,0 G.ai/H;,_u __ r .ont , Feb Mar Oct i Nov Dec 25 25 25 25 EE MJ\TCHL1NE-@ @S SHEET12 ---- --· -- 1--~~=St~_,:t tlmes per wee le• z; 2; 4 5 6 6 6 Totalminut~, orwe,,k so '50 100 12s us 1,u ~1s~o-+---'1so~_-+~-t----"--t----"---+- 5 4 2 2 us 100 50 50 --------'"Starq_imes per.)Neek _rn,ay not.eq~;~j .e~ .. s ~rwee1c Mu.!ti,ple st.art titJl.es .per dav.may·_be n.e-eded tq a.void n,;i~.oft Tl)!lf /NnAftM' CoalSt!~SPQ '(it~~J-~~nd:!..c-_a_rn, -Drl 1_.0~al/i-JPur -----/-Month Jan N<b Mar ion 1u1 MaXiintim Minutes er start. dine· 25 25 25 25 25 Pct Nqv 25 2S 25 De< 25 / St,,rUtmesperwa.ek' 3 3 5 7 7 B ,i l! . -7 5 --3 3 Tqtal:minutes. erweek 75 75 125 1"/S .175 200 225 22S 175 125 75 75 I *Start times perwc:ek.m_av not equal .d.ays ,per week, MuUipJe start-times ,per day :ma.v be rieedi::d to f'YPid runoff, NOTE: CONTRACTOR SHALL ADJUST THE ABOVE SCHEDULE FOR TI-ffi ESTABLTSJ-ll\1ENT PERIOD AS FOLLOWS: I I • RUN ALL STATIONS USING THE ABOVE RUN TTME EACH DAY TO KEEP THE SOIL OPTIMALLY MOIST AT AT .T. TIME DURING THE FIRST 90 DAYS OF ESTABL!Slllv!ENT. • AD.Jl;ST EACH STATION AS I\ECESSARY FOR ACTUAL SITE CONDITIONS. • AT NOTJME SHALL RUN OFF BE PERMITTED. ADJUST START TIMES TO ACCOMMODATE LOCAL SOIL PROFILES. SMART CONTROLLER NOTE: • THE ABOVE SCHEDULE IS A GUIDE ONLY. • DO NOT OVERRIDE SMART CONTROLLER FUNCTIONS. • CONTRA.CTOR SHALL FOLLOW MFG. Il\STRUCTJONS FOR JNPUT OF ALL IRRIGA TIO:--.! SYSTEM REQUIREMENTS FOR SCHEDCLING, INCLUDil\G PREC. RATES, PLANT TYPES, SOJL PROFILE, SLOPE ETC ... LATERAL PIPE LATERAL PIPE SIZING CHART SIZING CHART CLASS 200 PVC SCI!. 40 PVC SIZE 3/4" I" 1.v4ri 1-1/2" 211 FLO\V (GPM) SIZE T'LOW (GPM) = 0-10.5 3/4" = 0-8 = 11-17 1" = 8.1-12 = 17.5-27 1 ~ 1/411 = 12.1-22 = 27.5-37 1-1 /2" = 22.1-30 = 37.5-47 2" = 30.1-50 IRRIGATION NOTES I. JNSTALL ALL IRRIGATION COMPO'lENTS /\CCORDJNG TO LOCAL CODES AND ORDINANCES 2. J'HE CONTRACTOR SHALL OBTAJN, COORDJKATE AND PAY FOR ANY AND ALL PERMITS AND ALL JNSPECTIONS AS REQUJRED. 3 THE CONTRACTOR SHALL BE RESPONSIBLE AND LJABLE FOR AKY ENCROAClll\.lENT JNTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RFSTRTCTJONS ElTHER MARK.ED OR UNMARKED. 4 lT SIJALL BE THE RESPONSIBJLITY OF THE CONTRACTOR TO FAMll.l ,RT7,E HJJv!SELF WJTI1 ALJ. UNDERGROUND UTJLJTJI:S. CONTRACTOR SHALL REPAIR/REPLACE AT :-JO ADDJJ JO'>JAL COST TO TIIE OWNER, ANY DAMAGE TO UNDERGROUND UTJLJTIES THAT MAY OCCUR 5. THE CONTRACTOR SHALL BE RESPO'>JSIBLE A:-lD LIABLE FOR ANY AND ALL DAMAGES TO OPERATJONS OR WORK Of OTHER CONTRAC J'ORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDJ'>JATJON OF ACTJVJTJES WJTH ALL AGENCIES ,'JD OTHER TRADES. 6. THE CONTRACTOR SHALL VERIFY .\1.L CONDJTJONS AND DJMENSIONS SHOWN ON PLANS AT TI IE SJTE PRJOR J'O COMMENCE1v1E:-JT OF ANY WORK. ALL DJSCREPANCJES SHJ\l.L BE IM\,!EDIATEIY REPORTED TO PROJECT LANDSCAPE ARCHJTECT AND CJTY JNSPECTOR fOR DJRECTJON. Al\Y CONTJNUATION OF WORK JS AT THE CONTRACTOR'S RJSK ANO EXPF"lSE. 7. THE CONTRACTOR SHALL ONLY APPLY SLFFJCJENT WATER TO PROMOTE HEALTHY NOTE: ALL SPECJALTY PAVJNG, IRRIGATION & PLANTING WITHIN THE RIGHT-OF-WAY SHALL BE REMOVED & REPLACED W/ PRODL'CTION PAVING & LAI\OSCAPJNG PRIOR TO PERMAKENT OCCUPANCY OF THE MODEL IIOMES. GROWTH OF THE PLANT l\.L~TERIAL. ATNO TlME WJLL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY MJJCH CAUSES RUNOFF OR SOJL SATIJRATION. 8. REFER TO DETAILS AKD SPECJFJCATIO'JS FOR JNSTALLA TION OF ALL COMPONEKTS. 9. THE WORK SJIO\>.'N ON TJIESE PLANS JS DJAGRAMATJC, ALL ITE,v!S, JE. CONTROLLERS, VALVFS, MAJ'\JLJNES, SLEEVES, WJRES, IRRIGATIO:-l HEADS. ETC ... ARE SHOWN JN THIER APPROXJMA TE LOCA TIO>JS O'>JL Y. DO I\OT SCALE DRA WJNGS, DETAJL ORA WJNGS MAY CLARlFY LOCATJON or SOME ITEMS. THE CONTRACTOR SHALL J\OTLOCATE ANY JTEMS \\•1lERE lT JS OBVJOlJS THAT THEY ARE JN CONFLICT WITH UNDERGROUND UTILJTJES, STRUCTIJRES, OTHER JMPROVEMEJ\TS, OR VEHJCULAR OR PEDESTRIAN SAFETY COKSJDERATIONS. 10. AD.TIJST ALL HEADS FOR MJNIMUM OVLRSPRAY ON ANY NONPLANTED AREAS AND COMPLETE COVERAGE OF LA>IDSCAPE AREAS. THJS SHALi. T'JCLUDE SELECTJNG THF BEST DEGREE OF ARC TO FIT TJIE EXJSTJNG CONDJTJONS (CSE VARIABLE ARC NOZZLES AS NECESSARY). J J. LOCATE ALL SJIRUB SPRAY HcADS 6" FROM EDGE OF PAVJNG. 12. DO NOT LOCATE A>IY IRRJGA TION HEADS CLOSER THAN 24" FROM JIOUSE. J3. DO NOT CSE fll'1,D RISERS JN TRAFflC AREAS. J4. CSE 6" POP-UP HEADS J'\J TlJRF AREAS, AND J2" POP-UP HEADS JN SJJRUB AREAS. POP-UP HEADS SJIALL BE USED JN THE RJGHT-OF-WAY & \\iHEREVER WJTHIN 10' OF A>IY HARD SCAPE, TCRF OR OTHER A REA WHERE PEDESTRJAN TRAFFJC MAY OCCUR J 5. USE V ARJABLE ARC NOZZLES FOR AREAS OJ liER THAI\ 90, J 80, OR 360 DEGREES. J6. SLEEVE JRRJGATJOI\ WIRING UNDER ALL PAVIJ\G. SI.FEVELATERALS UNDER ALL PAVJNG 4 FEET AND WJDER. SLEEVE MAJNLJNE UNDER ALL PAVJNG 4 FEET AND WJDER. ALL SLEEVES TO BE 2x SJZE OF PJPE TO BE SLEEVED. 17. USE CHECK VALVES AS REQ'D TO ELIMINATE !.OW HEAD DRAINAGE. JS. PRESSURE COMPENSATJNG DEVICES SHALL BE USED ON ALL NOZZLES TO ELJMJNATE FOGGJNG. 19. WHERE \IERTJCAL OBSTRUCTIONS JN lHc LANDSCAPE AREA JNTERFERE WJTH THF SPRAY PATTERK OF ANY SPRJNKLER RESTII.TJNG IN IMPROPER COVERAGE, TIIE JRRIGA TJON CONTRACTOR SHALL RECTJFY THE COVERAGE OF IRRIGA TJON, THE JRRIGATJON CONTRACTOR SHALT. RECTIFY THE SJTUATJON BY FIELD ADJUSTMENT TO THE JRRIGA TIO!\ SYSTEM. TiiJS MAY REQUIRE THE ADDJTJON OF QUARTER CJRCJ .E SPRJNKLERS TO EACH SJDE OF THE OBSTRUCTJONS OR OTiiER MEASURES. ALL SUCH ADJUSTMENTS SHALL BE MADE AT NO ADDJTJONAL COST TO THE O\\i'>JFR 20. PJPING Al\D WJRE CONDUJT PENETRATIOI\S THROUGH WALLS AND J>ISTALLA TION OF ANY IRRJGATJON EQUJPMENT UNDER PAVJNG MUST BE COORDINATED WJTH THE GENcRAL CONTRACTOR AKD CONTRACTORS OF OTHER TRADES TO ELJMJN ATF PRORLEMS THAT l\.L~ Y ARJSE FRO\.! J'>JACCESSIBILJTY OR DAMAGE TO ANOTHbR TRADlc'S WORK. 10' 0 10' ~ 3D'~: C " SCALE: 1" ~ 1 D' ----~ " r-----------------,F' :, APPROVED FOR V t /RR/GA T/ON ANO PLANTING ,: < ONLY, INCLUDING PRECISE 2 L LOCATION OF PLANTING < v cc RCE __ _ AREA. f EXP. ___ _ ;, ,. -----:;: DATE " ;.--1-----------------lt REVIEWED BY: t I" c· " -----'- ~~a1i:ti~=:;~=i4~1i~ii;;ii~~~~;:i:i;i~iii:=============~~====~===~~====~===~r;:::;::::;::;:;::;-:=l:::;NS;:;P;::;E;C;:TO;:R=;::;;::::;;:;::;;::;::::::;::::;;;:=:;;:::::;-;D::;A:::T::E ;;;;:;::;-it J0121/J3 RJ DESIGN ADJUSTMENTS lliJ ~ - 1-lwllCLJllil/13"-+-""RJ--+¥--"'DE""S""'lGe.,.N-"'AD""J-"'\JSc2.T""ME'-""N,_.T,e,_S ----~--+-~+---+---+-~ 4 CITY Q F CARLSBAD ~-- S J H !aJI,l~cupe <lfc','11u,r11rc ,.,,,,; p/,,,,,,111/j 31726Rancho Viejo Ro11C I Suite 201 San Juan Capistrano, CA 92675 11,LY-1~!76 650!1Jl·AX9•191?6 6:0;. l"lllf .<JUJIJC lDJn ':\DSCA ~~ ---" -ti, ~t- * Expiration Dab: REV.10,31/l3_ 11.111113. L L J2102/13 RJ , DESJUN ADJUSTMENTS PLANNING DIVISION ~ 1----t--+----------------+--t----+--t----t LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE RESIDENTIAL -MODELS p -C. L " - 1----t--+----------------+--+----+--t----l ~========================; ~ t----+---i--------------t------t-----+---+---1 1-AP_P_Ro_v_ED_, _/~~~J~\ _4~--£-1~1~-o~fr~\-__ \t--lz.-l"J I ~ PLANNING f;: ~~===;--;::::===~:===:;-;:===::; < 1--=-DAc=TE=-+-clNCCITCCIA.,..L+----------------.-+--DA-TE-+-1--Nl-=-TIA--L-+--DA-TE-+-I-Nl-TIA-L-, DWN BY: ---PROJECT NO. DRAWING NO. ~ DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ---CT 08-03 4 75-2N ~ ,, ~ ~ ~ = 00 ~ j ~ ~ ANGLE VALVE WiAVB (NOT SHOWN) ANTI-SIPHON VAL VE 6" Jl.·1JN, ~---1.2 IE----{ 2 I I----» "'r--------{6 ,------13 ·········I --·· ····· 1 ; 1 ······· . I ---··I 1 ... -111'.. TO /\VB LEGEND: ·····-111·'··········.-11· ·-··· , .... , .... ,. l==ffi= NOTES: ,------13 T:::::::-111 =Ill== ir-~----------1 4 I. ANTI-SIPI-ION VALVE/ANGLE VALVE WITH UKJON 2. LINE OF BUILDING 3. FINISH GRADE A. ALWAYS LOCATE VAL YES IN SHRUB BEDS A MINIMUM OF 12" FR0'-1 STRUCTLRES, IIARDSCAPING, OR TOES OF SLOPES 4. SCII 80 PVC NIPPLE TYPICAL (2) PLACES 5. P.V.C. LATERAL LINE 6. SCH 80 PVC 90 DEGREE ELL TYPICAL (2-3) PLACES 7. P.V.C. MAIN LIKE 8. WATER-PROOF WIRE CONNECTOR 9. CONTROLLER WIRE 10. WIRE STRAPS R. LOCATE 12" ABOVE HIGHEST HEAD IN SYSTEM. G ATJ\1OSPHERIC CONTROL VALVE H 2 1-----~ @1-------, I lf1_111.l1 I 1-1 t::F .... Tf::: I --i i ~------. ·1 I 1=1 1=:=1 11· =i I ;. .;; • . ~---<12 ~----------. LEGEND l\1ULCH BED flNJSH GRADE. PRESSURE SUPPLY LINE RE\10TE CO-:--!TROL VAL VE (REFER TO PLAN) SOLENOID WIRES -PIGTAll. EACH 36" LONG CHRISTY VALVE TAG W/ VAL VE NUMBER IMPRINT PRESSURE REGULATOR -REFER TO PLAN 3/4" CRUSHED ROCK. BRICKS (4 REQ'D.) IO RECTANGLLAR JLMBO PLASTIC VAL VE BOX -W / LID 11 PVC UNION FOR SERVICING ASSEMBLY. 12 IN-LINE FILTER· REFER TO PLAN CONTROL ZONE KIT/ DRIP VAL VE I" TN LAWN AREAS 3" TN PLANT AREAS 71 © .. , ... ,.-. I 4 0 LEGEND CD CARSON MODEL 910 PLASTIC VALVE BOX COVER SHALL BE HEAT STAMPFD "RV" FOR RALL VALVE OR "GV" FOR GATE VALVE 0 FINISH GRADE G) JSOLA TJON VALVE -PCR PLAN @ 314" DlA. WASHED CRUSHED AGGREGATE 0 SCH 40 PVC MALE ADAPTORS @ BRJCK STABILIZERS-(2 TOTAL) (}) PVC MAINLINE ® 10" PVC PIPE ® 1/4" MESH GALVANIZED SCREEN NOTE: A. PLACE AGGREGATE PRJORTO INSTALLATION OF VALVEBOX B. INSTALL BALL VALVE BEFORE EACH GROUP OF VALVES C. TOPOFBOXTOBE I" ABOVE GRADE IN TURF & 3" ABOVE GRADE IN SHRUB MD GROUDCOVER AREAS. I ---{:2 I. HARDSCAPJNG 2. CLEAN BACKFILL -SEE SPECS. FOR MATERIAL, 90% COMPACTION REQUIRED 3. SAND 4. NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE 5. CONTROL WIRE SLEEVE -SIZE PER PLAN, LEGEND 1. ADJACENT WALK OR FINISHED SURFACE 2. CLEAN BACKFILL · SEE SPECS. FOR Ml\ TERIAL, 90% COMPACTION REQUIRED 3. NON-PRESSURE LATERAL LINE INSTALL ADJACENT TO PRESSURE SUPPLY io ;., 4. PRESSURE SUPPLY I INF [c D .· •.. · .... - ' _, .' ','. - ' -,, -' ' -,,i 1;-ll ,C ! 12" TYP. -----;G) 6. LINE PRESSURE SUPPLY LINE SLEEVE -SIZE TWICE DLA.METER OF PRESSURE SUPPLY LINE NOTES: A. ALL SLEEVES TO BE SCH. 40 PVC. B. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPE AT BOTH ENDS C, RECYCLED WATER SLEEVING TO BE 30" DEPTH MJNJMUM SLEEVING DETAIL I J-------.. 2t-----, -----,4 3 J------ r-ll--------6 5>-----------SIDE ELEVATION LEGEND l. WALL MOUNTED CONTROLLER WITH INTERIOR TRANSFORMER 2. 3/4" SCH. 40 PVC. LOW VOLT IRRIGATION WJRE CONDUIT 3. 3/4" PVC ELECTRICAL SWEEP 90 DEGREE ELL TIIROUGII BUILDING TO TOP OF FINlSH GRADE 4. BURY LO\V VOLTAGE WIRE IN 24" DEEP TRENCH FOi.i.OW MAINLINE WHERE POSSIBLE 5. INTERIOR GARAGE WALL 6. BUILDER SUPPLIED 120V. GARAGE WALL PLUG fl-:--IISH SURFACE NOTES: A. ALL \'v1RING SHALL BE INSTALLED PER LOCAL CODES. B. SEAL ALL WALL PENETRATIONS W / WATERPROOF CAULK, OR FOAM. C. INS I ALL CONTROLLER AND CONDUIT PLLMD WITH WALLS. E INT. WALL ~10UNTED CONTROLLER I" fK LAW'N AREAS 2" I\: PLANT AREAS ,., 'r----r,l;'-;;7"1""",a-;-::;-O-----z;--~',t,,J ~ o "o 0 LEGEND G) GREEN PLASTIC VAL VE BOX COVER SHALL BE MARK.ED "PR" IF REGULA TOR JS REQ'D G) FINISH GRADE G) ISOLATION VAL VE G) 3/4" WASHED CRUSH FD AGGREGATE G) SCH 40 PVC MALE ADAPTORS @ UNION G) PRESSURE REGIJLATOR (JF REQ'D) @ TOENIPPLE NOTE A. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX B. USE WJLKJNS 500 SERIES REG. JF REQ'D 4 -- A B C 5. PROVIDE 2'' OF CLEAN BACKFILL 6. CONTROL WIRES -BUNDLE AND TAPE AT 15' O.C AND INSTALL BELOW PRESSURE SUPPLY LINE NOTES: A. PIGTAIL AND LOOP CO'HROL WIRE AT ALL 90 DEGREE CH A NGES IN DIRECTION B. SPLICING OF WIRE RUN PER CITY SPECIFICATIONS ONLY C. 24" MIN. COVER FOR RECYCLED WATbR 1-WNLJNE AND MAINLINE 2" AND LARGER TRENCHING DETAIL TYP. S ....._ __ --f6 LEGEND G) ROOF G) FASCIA G) SENSOR G) 1/2" PVC ELECTRICAL CONDUIT PAINT TO MATCH HOUSE G) PIPE CLAMP (4 REQ'D MIN.) @ FACE OF HOUSE NOTE5: • FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE MANUI' ACTURERS SPECIFICATIONS. • C02'!TRACTOR SHALL PLACE RAIN SHUT OFF STICKER ON CONTROLLER W/INFORMATION BOOK. • FIN AT" LOCATION SHALL BE APPROVED BY LANDSCAPE ARCHITECT. • DO NOT LOCATE DEVICE INDIRECT PATH OF WATER RUN-OFF FROM HOUSE • IF DEVICE JS MOUNTED ON .FENCE POST, SLFEVE WIRE IN 1/2" DIA. BR0-1\/N-LTNE PIPE CLA.\1PED TO POST IN TWO VERTICAL LOCATIONS. \VEATHER SENSOR 24" ~lJk FROM PAVING ,,,--..3 '---(9 LEGEND ill POP-UPHEAD Fl:-JISH GRADE SCH 80 PVC NIPPLE LENGTH AS NECESSARY I SCH 40 PVC TxT 90 DEGREE ELL MARLEX 90 DEURE!i ST!li'ET ELL SCH 80 PVC NIPPLE (6" LOI\Ui NGK-PRESSURE LATERAL LINE & TliE FITTING @ MARLLX 90 DEGREE ELL 0 ANTHJRAIN VALVE~ ALL DOWN SLOPE HEADS -lF l\OT FITTED JI\ HEADS NOTE: LOCATE HEAD 24" FROM WALKS, CURDS (l'RO:-JT YARDS), 24" FROM HARDSCAPl:-JG, AND 6" MOW STRIPS (REARY !\RDS) LOCATE HEAD 18" hllN. FROM ALL STRUCTURES. POP-lJP HEAD ,.. ~ C- f-~ c 2 ~ ~ .-------------------,;c APPROVED FOR j /RR/GA TION AND PLANTING ~ ONLY, INCLUDING PRECISE LOCATION OF PLAN TltvG AREA. i-------------------1S RCE EXP. REVIEWED BY: DATE E ,, C ¼ -· ~ '" 0 ;.- r.::=-:::-r-;::-;--,7,1;~:;:;;;-;:;-;-;::;;-:;;:;:;:-;;::-:;::;:--------T--r-T-1--r.=====-;-;=:;:::::;;;:;::=;:;;==;.=:=;~:;::::;:::;::::;:::::;-;:::;::::;:;:;:;-"1~ 10/24/13 R.l DESIGN ADJcSTMEKTS INSPECTOR DATE I 515T I CITY OF CARLSBAD I 5225 1 S J R a'a11Ji.·,,pt "rt!U/CC/Urf land plflll/tll!R 11/llilJ RJ o DESIGN ADJcSTJv!EKTS 12/02/13 RJ , DESIGN ADJ\;STMENTS '-' PLANNING DIVISIO~ LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN SQUARE RESIDENTIAL -MODELS APPROVED: /tz..-;J,_ \ Gr, ~\..oiT ----..---------------------------------------------+---,-----------Jl72f,l{~nc:hoVi~JDnoHd 1Swte20l TSOLATION VALVE/ SenJmrnCapimano.CA 92675 * ~"fl. PLA~NING OWN BY: __ _ I ISOLATION/BALL VALVE F PRESSURE REG. TEL •H9 ;i?i, dH• fAX H9 2H 65,)5 li'll'll', SJ<11'1<". ,.,,,.. D.\TE OF CA Expiration Dote: ~v 0/31/13 J].IJl/13. 12,2/13 DATE INITIAL DC:SIGNER OF WORK REVISION DESCRIPTON DATE INITIAL Dll-lER APPROVAc DATE INITIAL CITY APPROVAL CHKD BY: __ _ RVWD BY: D x+ x+ x+ x+ X X X X X X X X X 25% 25% 25% 25% Mll1 BOTTOM 113 OF 1-----TOP 2/3 OF SLOPE -----i-~--------+-SLOPE SPACING NORMAL SPACING PLUS 25% X= DISTANCE BETWEEN ROWS OF DRIP LATERALS AS DETERMINED BY PLANT -"""-TI SOIL TYPE. SEE NOTE 1. DRIPPERLINE SLOPE INSTALLATION @ @0 0 0 i2=~~'.l:::=W=--:c:'\/ © L_ J INSET A ~ 0 2 11 -411-=-o-11+---\, ' ( ~\ ~ @ ]/ 10 L~.... ~···---~p ~ ......... ~ ............ . G) NOTES: 1. rnST/\NCE BETWEEN LATERAL ROWS AND bMJTltR SPACING TO BE BASED ON SOIL TYPE, PLAN J MATERIALS A.'JD CHM-!GES IN ELEVATION. SEE RAIN BIRD XFS DRIPLINF JNST ALLATJOI\ GUJOF FOR Sl,GGESTED SPACL"GS. 2. LENGTH OF l .ONGEST DRJPLJNE LATERAL SHOULD NOT EXCEED THb MAXl\JUM LEJ\GTII SHOWN JN THE ACCOMPAN\1NG TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. l 6 0 INSET A BOTTOM 113 OF SLOPE 7 5 PSI 15 20 30 40 50 G) PVC DRIP MANIFOLD FROM RAIN BIRD COKTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DE~",1)) 0 BARB X MALE FITTING: RAIN BIRD XFS-MA FITTING (TYPICAL) G) l'VC SUl'l'LY HEADER 0 PVC SCH 40 TEE OR EL (TYPICAL) 0 SUB-SURFACE DRJPLINE: RAIN BIRD XF SERIES DRIPLINE (lYPICAL) POTABLE: XFS DR!PL!l\ll NON-POTABLE: XFSP DRIPLINE © FLUSH PONT: SEE R/\TN BIRO XFS DETAILS FOR FLUSH POINT INSTALLATION (j) PVC FLCSH HEADER ® 1/2" AIRREL!EF VALVE: RAIN BIRD ARV-12 SEERAIN BIRD XFS DETAILS FOR ARV-12NSTALLATION NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMJTTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. DISTANCE BETWEEN LATERAL ROWS FOR BOTTOM 1/3 OF SLOPE TO BE 1.25X OPTJ\1AJ. ROW DISTANCE. SEE RAIN BIRD XFS ORTPLTNE INSTALLATION GUIDE FOR SUGGESTED SPACJNG. 2. LENGJH OF LO~./GEST DRIPLINE LATiiRAL SHOULD NOT EXCEED THE MAXN\..'M LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. WHEN ELEV ATJON CHANGE EXCEEDS 10 FEET IT JS RECOMMENDED THAT A l\llW DRJPLNE ZOJ\ll BE CREATED. 4. INSTALL AIR RELffiFVALVE AT HIGH POINTS IN DRIP LATERAL. XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacin 24" Spacing 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 273 155 314 250 424 322 318 169 353 294 508 368 360 230 413 350 586 414 395 255 465 402 652 474 417 285 528 420 720 4B8 60 460 290 596 455 7B0 512 WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5DPSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. (j) PVC EXHACST HEADER (D PVC SC!l 40 TEE OR El (TYrICAL) r.;\ FLUSH POINT (TYPICAL) SEF R!\l'J RIRD DETAIL ••XFs \V FLUSH POINT" OR "X'FS FLUSH POINT WffH BALL VALVE" © BARB X MALE FITTING: RAIN BIRD XFD-MA FITTING (ITPICAL) 0 PERJl\!ETER OF AREA © BARB X BARB INSERT TEE OR CROSS: G) R/\IN BIRD XFD-TEE OR RAIN BIRD XFD-CROSS (TYPICAL) PERI\!ETER DRJPLJNE PIPE TD BE INSTALLED 2"-4" FROM PER!\ IE TER OF AREA ® SUB-SURFACE DRJPLJNE: RAlN BIRD XF SERIES DRIPLJNE (TYPICAL) POTABLE: XFS DRJPLJNE NON-POTABLE: XFSP DRIPLINE ® 1/2" PULYETHYLEt\Ji BLANK TUBING: RA11' Il!RD XF SERJES BLANK TLBlNG @) AIRRElIEFVALVE: RAIN RIRD AR VALVE KIT SEE RAJ!\ BIRD DETAIL "XFS AIR RELJEF VALVE KIT" @ PVC SUPPLY l\1ANJFOLD __,'Hi"'-=-211 -4" @ PVC SUPPLY PIPE FROM R <\ IN RTRD CONTROL ZONE KIT (SIZED TO l\JEET LATbRAL FLOW DEMAND) @) TOT AL LENGTH OF SELECTED DRJPUNE SHOULD NOT EXCF.F.O I.F.NGTH SHOWN N TABLE @ PVC SCH .JO RJSERPJPE XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 2411 Spacing Inlet Pressure Nominal FloW (GPH) Nominal Flow (GPH) Nominal Flow (GPH) psi D.6 0.9 D.6 0.9 0.6 0.9 15 255 194 357 273 448 343 20 291 220 408 313 514 394 30 350 266 494 37B 622 478 40 396 302 560 428 705 541 50 434 333 614 470 775 594 I. 2. 3 4 NOTES: EASY FIT COMPRESSION TEE: RAIN BIRD MDCF TEE SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON-POT ABLE: XFSP DRIPLINE A. I. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 3. 4. lNLINE DRIP EMITTER TIE DOWN STAKE: B. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SCCH AS TEES OR ELBO\VS, USE TIE-DOWN ST AKES ON EACH LEG OF THE CHANGE OF DIRECTION. 5. RAIN BIRD TDS-050 WITH BEND (TYPICAL) TURF/FINISH GRADE OR SHRUB BED WITH MULCH C. 3. INSERTION PLO\V AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DO\VN STAKES. A B C DRIPPERLINE BURIAL II II -----------_____________ LJ AIR RELIEF VAL VE LEGEND I. FINISH GRADE 2. PVC DRIP MANIFOLD PIPE LEGEND I. FINISH GRADE 2. SUBTERRANEAN EIVJITTER BOX: RAIN BIRD SEB 7XB 3. l /2" AIR RELIEF VALVE: 4. RAIN BIRD ARV-12 TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE PVC SCH 40 FEMALE ADAPTER 5. PVC SCH 80 RISER 6. BRICK (I OF 2) 7. PVC HEADER PIPE 8. PVC SCH 40 TEE 9. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL 3. PVC I" X ¾" TRUE UNION BALL VALVE 4. MALE X BARB ADAPTER 5. BLANK TUBING 6. 12-INCH VALVE BOX WITH COVER: 7. 3-INCH MINIMUM DEPTH OF¾" WASHED GRAVEL 8. BRICK (I OF 2) 11ANUAL FLUSI-I VAL VE C g t ~ s. ~' C " ,. I-~------------------,•~ APPROVED FOR ; /RR/GA TION AND PLANTING ~ ~ ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING f E AREA. ' 1-------------------1~ RCE ___ EXP. ___ _ DATE C L, ,, C V. r:-, -· C .. V: i:: L ___ j_ ________________________________________________ --l~R~E~v:j"i1E=vwiEEDDIBB'YY:,------------,~ SJ R /,,rod.,,ri,,~ urd,,,,,,,,,a· land plannrng t -----~ r-:-:-:--:-,-;:-:--,--~:-::::-::::-:-:-:-::=:-:::-::::-::;:---------,--,---,--,-,r:::==-:-:-:-IN..;;.S;...PE:-C:-T-:0::R=========::::-;:::D=AT=E=:::1:S 1-:'-"~:"'•~~"';:""! ~--"~"----t-",)F--'-'~"'::"':~""'.~'"";~""D""'~""!"';~""!"'-~'-'-;"": _______ -t-__ i----t---i-----1 ~ CITY OF CARLS BAD ~ ~ 12/02113 RJ DFSIGN AD JCS TMEKTS ~UQ_j===-'====::P:::L::::A:::N::N:::I N=G::::::D=IV=I S:::::l:::ON:::::::::===::'....::~===: , 1-----+---+-----------------+--+--t---t-----t LANDSCAPE IMPROVEMENT PLANS FOR: ~ LA COSTA TOWN SQUARE RESIDENTIAL -MODELS -----,-------------------------------------------------------------------31726Rand10\'icj0Road 1Suite201 San Juan Capistrano, CA 92675 l----+-----+-------------t----t----t-----.--------1I-AP_PR_oVE_D: ~11_.,j_~\ _6(~,_>:.Q~-¢lt~'~-- l-----l----+-----------------t----t---t---t-----1 ~·P;=,LA~N~N~IN~G===~==~:::::::~::;==;;:::::;::::==:;::::~ DWN BY: PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL E DRIPPERLINE LAYOUT (IRREGULAR) TFI ~•~ 27b b500 fA.X ~49 2?6 bOul 11'11'11'. ,!JUI II,·. /;'(Jffi Expiration Dote: \ l ·31-1 .11,11,J. l ,_,] DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: --CT 08-03 475-2N RVWD BY: , PART A IRRIGATION 1.0 SCOPE FCRNJSH ALL MATERIALS, EQUJP:'v!ENT, SERVICES, SUPERVISION, TRA:S:SPORTATIO'\l AND LABOR l\ECESSARY TO PERFORM ALL IRRIGATIO'\l WORK, COMPLETE, INCLUDING BUT NOT LIMITED TO: SERVICE MANUALS; RECORD DRA Wl'JGS: LOOSE EQUIP\1ENT; GUARA:-0:TEE; MATERIALS; AND INSTALLATION. 2.0 DRAWINGS AND SPECIFICATIONS A. THE IKTEKT OF THE DRAWINGS AND SPECIFICATIONS JS TO INVICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRJKKLER IRRIGATION SYSTEM. B. PLOT DIMENSIONS ARE APPROXJMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY V ARJA TIONS TO LANDSCAPE ARCHITECT. C. DUE TO THE SCALE OF TllE DRAWINGS, IT IS 'JOT POSSllll.F TO INrnCATF. ALL OfFSETS, FITTINGS, FTC., WHICH 'vlAY BE REQUIRED. CO'JTRACTOR SHALL CAREFULLY INVESTIGATE THF. STRlJCTlJRAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK. AND PLAN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY IJIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. TIIE WORK SHALL BE INSTALLED JK THE MOST DIRECT AND WORKMANLIKE MANNER, SO TllAT CONFLICTS BETWEEN SPRJNKLER SYSTE:VIS, PLANTING A "1fl ARCHITECTURAL FEATURES WILL BE A VOIDED. 3.0 SERVICE MANUALSIMATERIAlS 1.lST A. CONTRACTOR SHALL FURNISH ONE (I) MANUAL TO OWNER THE MANUAL 'vlAY BE LOOSE 1.EAFED AND SHALL CONTAIN COMPLETE EXPLOUED DRA WIKGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NU!v!BERS TOGETHER WITH TI-IE MANUf ACTURER'S NAME A-.;D AUDRESS. ADDITIONAL SHEETS SHALLCO\'ER OPERATION INSTRUCTIONS SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWI .EDGE. B. CONTRACTOR SHALL FURNISH A MATERIALS UST TO OWNER FOR APPROVAl. PRIOR TO START OF WORK. SA1lJ LIS J SHALL CONFORM TO PERFORMANCE STANDARDS AND DATA AS SHOWN ON URA WINGS, OR IN LEGEND A'JD DEJAILS. 4.0 ASBUILTDRAWINGS: A. RECORD ACCURATELY 01\ OKE SET OF BLACK AND WHITE PRINTS (IRRIGATION DRAWJ-.;GS), ALL CHANGES I'\ WORK CONSTITUTING DEPARTURES fROM TIJE ORJGINAL CO'\TRACT DRAWINGS. INCLUDE CHAKGES IN BOTH PRESSURE AND NON-PRESSURE LINES. B. UPON COMPLETION OF EACH INCREMENT OF WORK, TRA_\SFER ALL SUCH INFORMATION AND DJMENSJONS TO THE PRINTS. RECORD CHANGES A-.;D DIME>ISIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFOR~•U TION TO A SET OF REPRODUCJBLE DRA WI'JGS. C. DIMENSION FROM TWO PERMANENT POINTS OF RF.FERENCE (MONUMENTS, SIDEWALKS, CURl3S, AND PA VFMENT). POST INFORMATIOK ON AS BUILT DR.A WINGS DAY-TO-DAY AS THE WORK IS INSTALLED. ALL DIMEl\SJO'-IS NOTED ON THE DRAWINGS SHALL BE 1/4 INCH IN SIZE. D. SHOW DI\IENSIO"JAL LOC:ATIONS Al\D DEPTHS OF Jl!E FOLLOWING: J. POINT OF CONNECTION (P.O.C). IL BACKFLOW PREVENTION ASSE\IBLY, MAS IER VALVE AND FLOW SENSOR. III. ROUTING OF IRRIGATION PRESSURE MAJ'-ILJNES (DIMENSION MAXIMUM 100 FEET ALO'JU ROUTING AND ALL DIRECTIONAL CHANGES) JV BALL AND BUTTERFLY SHUT-OFF VALVES V. IRRJGATION CONTROL VALVES. VI. AUTOMATIC CONTROLLER, RAIN SENSORS AND ELECTRICAL CONDUITS. VJI. SLEEVES AND PULL BOX'ES. VIIJ. OTllER RELATED EQUIPMENT (AS l)]RECTED BY THE E'JGJNEER). E. MAJNTAI"J AS-BUILT DRAWlNGS ON SITE AT ALL TIMES. THESE DRA WI°"GS ARE SUBJECT TO INSPECTION AT ANY TIME. F. MAKE AI.I. rHANGES TO REPRODUCIBLE DR.AWJKGS J',J INK (NO BALLPOINT PE'-1). ~lAKE CHANGES IN A MANNER EQUAL TO Tl IE ORJGINAL DRAWINGS. G. CONTRACTOR MUST SLBMIT AS-BUILT DRAWINGS (3-MIL MYLARS !l'-1fl ONE SET OF llLUELIKES) TO TIIE ARCHITECT J'JSPECTING TI-IE SITE SEVEN DAYS PRJOR TO THE START OF TI-IE MAINTENANrE PERIOD FOR APPROVAL H. CONTROLLER CHAR TS-THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED IN 20 'vllL PLASTIC, SHOWING CLEARLY THE AREAS SERVICED BY EACH REMOTE CONTROL V Al VE (EACH VAL VE DEPICTED BY A DIHERENT COLOR) SHALL BE PROVIDED AT EACH CONTROLLER. CONTROi .1 .F.R CHARTS SHALL BE 'vlADE USJ'JG REUUCED APPROVED AS-BUILT Pl .ANS 5.0 LOOSE EQUIPMENT LOOSE SPRINKLING EQUIPMENT, OPERA TING KEYS AND SPARE PARTS WlLL BE FURNISHED BY THE CONTRACTOR IN THE FOLLOWJ'-:G QLAl\TITIES: A. 6 BODIES Willi FOUR (4) INSERTS FOR F.ACH PATTER,'J USED. B. 4 OSCILLA TIOK BODIES C. 4 ROTOR BODIES D. 3 30" KEYS FOR MAl\UAL VALVES E. 2 CONTROLLER KEYS F. 2 EK CLOSURE KEYS G. 4 COUPLER 1/sSERTS AND HOSE SWIVELS H. 3 HOSE BIB KEYS 1. 1 36" SOIL PROBE J. 1 VAL VE BOX KEY 6.0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTE'vl SHA] .1. BF UNCONDJTIONALL Y GUARANTEED BY C'ONTR.I\CTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PFRlOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITllHOLD PART OF FIN Al. PAYMENT UNTIL THE O'-:E YEAR PRODUCT/'NORKMANSHIF GUARANTEE HAS ELAPSED FROM DATE OF FJ-;AL ACCEPTANCF B. IF WITI-IIK O1\E YEAR FROM TIJE DATE OF COMP! FTlON, SFTTlaEMENT OC:ClJRS, AND ADJUSTMENTS J'J PIPES, VALVES AND SPRJNKLER HEADS OR PA\'ING JS NFCF.SSARY TO BRING THE SYSTEM OR PAVING TO THE PROPER LEVEL OF THE PERMA'JENT GRADES, CONTRACTOR. AS PART OF Tl-IE WORK Ll\DER l-llS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITliOUT EXTRA COST TO OW'JER, INCLUDING TllE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER JMPROVEME'JTS OF ANY KIND. C. SHOULD ANY DJFf!CUL TIES DEVELOP WITlIIN TllE SPECIFIED GUARAKTEE PERIOD WIIICJ-1 OWNER FEELS MAY BE DUE TO INFERIOR MATERJAL AND/OR WORKMANSIIIP, THESE DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY COKTRArTOR TO THE SATJSF ACTJO'-1 OF OWNER AT NO ADDITIONAL COST TO OW'NER, WITHIN 72 HOCRS OF WRITTEN NOTICE, INCLUDING ANY AND ALL 0·1 HER DA:VIAGE CALSED BY SUCH DEFECTS. FAILURE OF COI\TRACTOR TO RESPOND IN A TIMELY MANNER TO REPAIR DAMAGED CONDITIONS, SllALL PROMPT OWNER TO REPAIR SAME AND DEDUCI COSTS OF LABOR, MATERJAL A'JD EQUIPMENT USED FROM CONTRACTOR'S FINAL PAYfl.lENT. 7. 0 MA TERJALS A. PIPE AKD FITTINGS Al. BR,ASS -BRASS PIPE SH.A 1.1 BF JPS STANDARD WEIGi-iT 85% RED BRASS. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE TIJREADED FJJ'TINGS. A.2. PVC CONDUIT-PIPE THAT IS LSED FOR COKTROL WIRES SI-IAll BE PVCCONUUITSCHEDULE40: TYPE 1220. ALL WIRES UNDER PAVING SHALL DE INSTALLED IN PVC CONDUIT, OR SLEF.VFS A.3. PVC NORMAL !\!PACT PIPE-TYPE 1220 (PVC SCHEDULE 40 & 80) A3.l. A. TYPE II GRADE I HIGH L\.IPACT PIPE FROM AU. VIRGIN 'vlATERJALS. A.3.2. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAMb SIZE AS IRON PIPE. A3.3. PIPE SHALL BE MARKED AT IN'J'ERV ALS NOT TO EXCEED 5' WITH THE FOLLOWl'JG INFORMATION: MAKUFACTURER'S NA:V!E, NOMINAL PIPE SIZE, PVC TYPE AKD GRADE (1.E., 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STAI\DARD DESJGNATlON rs 256-60 A3.4. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SDR RATING CLASS, NSF APPROVAL A°"D COMMERCIAL STANDARD DESIGNATION CS256-63). MARKING SHALL INCi UDE F.XTRllSJON DATE. A3.5. PVC TYPE I SHALL NOT BE THREADED A.3.6. PVC FJJTINGS SHALL BE PVC TYPE 11, SCIJEDULE 40 NSF APPROVED. A.3.7. SOLVENT SIIALL BE No. 175 GRAY l\SF APPROVED AS MANUFACTURED BY INDUSTRTAI POI.YCHE\,!ICAL SERVICE, GARDENA, CALIFORNIA, OR EQUAL. A.3.8. CALTIOK SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO Tl-IE POSSIBILITY OF CRACKING, OR OF SPLITTJ'JG WHEN DROPPED OR IIANDLED CARELESSLY. A.3.9. W~-IEK CO'\'JECTTON IS PLASTIC TO METAL, MALE ADAPTORS SH,\1.L BE IISED. T.HE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STR.I\P WRENCH. JOINT COt!POUND SHALL BD PERMATIX TYPE IL A.4. RIKG-TITE PVC PIPE A.4.1. ALL PIFE INDICATED OK THE WORKING DRAWINGS, SHALL BE CLASS 160 PSI JOHNS-MA'-IVILLE PVC PIPE WITHRJNG-TJTE JOINTS. A.4.2. ALL RJNG-TITE JOINTS SHALL BE SEALED WITH RLBBER RII\GS AS PROVIDED BY THE MANUFACTLRER. ALL PIPE JOJKTS SHALL PROV]])E FOR EXPANSION AND CONTR.~CTION. A.4.3. THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED FOR PROPER A'JCHORAGE AI\D DUR.I\BILITY OF TI 11: RJNG-TITE PIPE. (REFER TO UcTAILS) B. SPRIKKLER HEADS SPRJKKLER l lEADS SllALL BE AS SHOW'N ON PLAN. C. VALVES C.l. REMOTE CONTROL VALVES -Fl.ECTRTC REMOTE CONTROL VALVES SHALL BE AS SHOW'N ON PLANS A'-ID DETAILS. C.2. GATE/BALL VALVES -APPROVED GATE/BALL VALVES SHALL BE AS SHOWN ON PLANS AND UEJ'AILS. SIZE AND LOCATION SHALL BE AT 300' INTERVALS MINilvfiJM AND ELSEWllERE AS IKDICATED ON PLAN. C.3. ALL VALVES SllALL BE LOCATED24" AWAY FROM CURBS OR SIDEWALKS, AND POSITIONED PERPENDICULAR TO THE EDGF OF PAVING. C.4. ALL VAl\lFS SHALL BE 'vlARKED AT A CURB LOCATION, flNAL LOCATION A:S:D \1ETHOD OF MARKING TO BE APPROVED BY TIIE CITY. CS VALVES SHALL BE CLUSTERED IN GROUPS PER PLAN. D. AUTOMATIC CONTROLLERS AUTOMATIC CO'JTROLLERS SllALL BE AS SHOW'N ON PLANS AND DETAILS. E CONTROL WIRE FOR RCV'S ALL WIRJ'JG TO BE USED FOR CONNFCTl'\G THE AUTOMATIC CO'.JTROLLER TO THE ELECTRICAL SOLENOID ACTLATED BY REMOTE CONTROL VALVF SHALL BE TYPE UF-600V, 1/4 GUAGE SOLID COPPER, PVC INSULATION, SINGLE COI\DUCTOR, UL APPROVcD UNDERGROLND FEEDER CABLE. EACH PJLO J OR "HOT" WIRE SHALL BI: COLOR-CODED FOR bACH VAL VE \VITI-I THE COMMOl\ WIRE IlEING WHITE Al\D STRIPED DIFFEREKTL Y FOR EACH VALVE. "PIG-TAIL" TAG COMl\,!ON WIRF. WlTH STATION 'JUMBERS OK EACH END "PIG-TAIL" WIRING FVFRY 1500 L.F. OR AT EACI-190 D[GREE TURN. ENCLOSE 3 FT. PIG-TAll.S IN CONTROL BOXES WITll COVER STAMPED "SB" (SPJ.ICF BOX). VALVE WIRES SHALL BE BL RIED 18" DEEP MJNIMllM AND ATTACHED TO THE UNDERSIDE OF THE MAINLINE WHERE POSSIBT .F .. THE C'OXTRACTOR SHALL RU'J TWO (2) EXTRA WIRES IN EACH DIRECTION FROM THE CONTROI 1.FR TO THE FARTHEST VALVE J'J EACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WITH A WHITE STRJPE). f. VAL VE BOXES AND PUl .I BOXES ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U.V. RESISTANT I\ '\fl SOIL RESJSTAl\T. VALVE BOXES SHALL BE GREEN I'J COLOR, PULL BOXES SHALL BE GREY IN COLOR. VALVE BOXES SHALL BE LOCKABLE WITH A STAiis LESS STEEL IJOLT. VALVE BOXES SHALL HAVE A LOAD BEARJ'JG CI\PACITY OF 1500 PSI, VALVE BOX EXTENS1Ol\S SHALL HA VE THE SAME SPECIFICATIONS AS THE BOX.VAL VE BOXF.S SHALL BE "CHRJSTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BE STAMPED "GV" OR "RCV". PULL BOXES SHALL BE UNMARKED VALVE BOXES SHALL BE EMBOSSED WITH THE CO ls TROLLER A'JD VALVE NL\IBER. PULL BOXES SHALL BE IKSTALLED EVERY 200' MIN. 11\STALL PULL BOXES IN LANDSCAPE ARE.AS ONLY. G. IJACKFLOW PREVENTION UNITS Tl IE BACKFLOW PREVE'JTION UNITS SHALL BF AS SHO\'\'N ON PLANS AND DETAILS. ALL CONNECTIONS TO BACK Fl.OW PREVENTER SHALL BE TYPE K IJRASS/ COPPER PIPE. 8.0 l'ISTAU.ATION A TREI\Cl-llNG Al. EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUfFJCIENTL Y WIDE TO PROVIDE FREE WORKING SPAC'E AROUND TIIE MATERIAL l>ISTALLED AND TO PROVIDE AMPLE SPACE FOR BACKFILLING AND COMPACTTNG. A.2. TRENCHES FOR PJPF. SHALL BE CUT TO REQUIRED GRADE LINES, AND TRENCH BOTTOM SHALL BE COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNIFORM BEARJ1'G FOR TIJE FULL LE'JGTII OF THE LNE. A.3. WHEN TWO 12) PIPES ARE TO BE PLACED JN THE SAME TRENCH, A 6" SPACE SHALL BE MAINTAINED BETWEEN PIPES. (REFER TO PIFE INSTALLATION DETAIL) B. BACKFILLING B.I. BACKFILL MATERIAL SHALL BE APPROVED SOIL jjKSUITABLE MATERJAL INCLUDING CLODS AND ROCKS O\'F.R I" Th: SIZE SHALL BE REMOVED FROM THF PRFMTSES AND DISPOSED OF LEGALLY AT NO COST TO OWNER. B.2. ALL BACKFILLING SHALL BE DO'JE CAREl'ULL Y AND SHALL BE PROPERLY COMPACTED FOR Al'PROVAL PURPOSES. B.3. DEPTH Or TRE'JCHES SHALL IJE SUTflCIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRIGATION LEGEND. C. PVC PIPE C. l. PVC PIPE SHALL BE SKAKED IN A MANNER Wl-llCH WILL PROVmE FOR EXPANSIO'J AND CONTRACTION AS RFCOMlvIENDED BY THE PIPE MANLF ACTURER. C.2. ALL PLASTIC TO METAL JOINTS SHALL BE MAJ.JE wrrn PLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHOW'N IN DETAILS. C.3. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-FOUR (24) HOURS BEFORE PRESSURE JS APPLIED TO THE PVC PIPE SYSTEM C.4. MAIN LINES SHALL BE JESTED IK PLACE BEFORE BACKFILLIKG FOR A PERIOD OF NOT LESS THAN FOUR ( 4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING Tl-IE TFST PERIOD, MINI\IUM TEST PRESSURE, AT Tl-IE HlGHEST POINT OF THE SECTJO'J DEING TESTED, SHALL BE 150 POUNDS PER SQUARE INCi-i. CENTER Fll LING OF PIPE LENGTHS JS ALLOWED. Cl. AFTER Al .I '\FW SPRINKLER PIPING AND RJSERS ARE IN PLACE AND CONNECTED, ALL :--:ECESSARY WORK HAS BEEN COMPLETED AND PRJOR TO Tl-IE INSTALLATJO'J OF SPRJNKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM PORA MINIMUM OF FIVE (5) MINUTES. AFTER Tl ID SYSTEM IS THOROUGHLY FI .USHED, THE RISERS SHALL BE CAPPED OFF AND THE SYSTF.M PRESSURE TESTED. C6. AT THE CONCLUSTON OF A SYSTEM PRESSURE TEST, THE HEADS SHl\1.1. RE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE WlTil DESJG'J REQUIRE:V!ENTS UNDER NORMAL OPERA TING PRESSLRE. CONTRAC !OR SJ-IA.LL VERIFY llEAD PRESSLRES WJTIJ PITOT TUllE AND ADJUST VAL VE TO CORRESPOND WITH DESIGN PRESSLRE. C.7. CONTRACTOR SllALL NOT BACKFILL ANY WORK PRIOR TO COMPLETION AND APPROVAL OF PRESSURE TEST. IF CONTRACTOR BACKFILLS TRENCHING PRIOR TO PRESSURE TEST, Tl-IE COis TRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND I'JIJIRECT COSTS OF EXPOSING WORK FOR PROPER TESTING AND OBSERV A TIOK BY LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER D. RING-TITE PVC PIPE D. l. INSTALLATION OF RJ:-,:G-TITE PVC PTPE 1 EXCEPT AS MAY BE NOTED N OTHER PARTS OF THF SPFClFICATIONS ORON THE DRAWINGS, INSTALLATION OF RTh:G-TITE PIPE A."1D CO'J'JECTINU FJTJINGS SHALL BE OUTLINED IN MANUAL AS FURNISHED llY PIPE MANUFACTURER, OR AS SET FORTH BY THE JOHNS-MANVILLE COMPANY MANUAL #772-62A. THIS SHALL INCLUDE, BLT NOT IJE LIMITED TO, Tl-IE J'-ISTALLATION OF THE PIPE AT THE PROPER DF.PTH AND THE CORRECT LOCATION OF COl\CRETE THRUST BLOCKS OF ADEQUATE SIZE. CONTR.A.CTOR SllALL MAKE AV AJLABLE THE SERVICES OF Tl-IE MANUFACTURERS REPRESENTATIVE AT THE START OF TIIE JNSTALLATIO'-1 A'JD Dl!RTNG COKSTRUCTJON. D.2. EACH LINE SHALL BE TF.STFD AT A PRESSURE OF 50 PSI GREATER TH AN THE MANUFACTURER'S RECOMMENDED WORKING PRESSURE FOR A PERIOD OF FOUR (4) l-lOLRS, WITH THE COLPLINGS AND CONNECTIONS EXPOSED AND WITH Tl-IE CEKTER OF PIPE SECTION SUFFICIENTLY SUPPORTED AND FILLED TO HOLD PIPF 1'-l PLACE. E. SPRJNKLERS E.1 ALL NOZZLES ON STATIOI\ARY POP-UP SPRINKLERS SHALL BE TIGHTENED AFTER INSTALLATION. ALL SPRJNKLERS HAVING AN ADJUSTMENT STEM SHALL BE ADJUSTED O'J A LATERAL LNE FOR PROPER RADIUS, DIAMETER ANIJ/OR GALLONAGE PER _I\PPROV AL OF Tl-IE LANDSCAPE ARCHITECT. E.2. SPRINKLER HEADS AND RJSERS SHALL IlE INSTALLED ACCORDING TO DE JAILS FOR Fl'JAL APPROVAL. F. VALVES t.l. REMOTE CONTROL VALVES SHAI I. BF ADJlJSTED JN ORDER THAT A L-:-.:JFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PI.ANTING AREAS FOR EACH J'JDJVIIJUAL VALVE SYSTEM F.2 QlllC:K COUPLIKG VALVES SHALL BE SET APPROXIMATELY 12" FRO'vl WALKS, CURBS, HEADERJ3OARDS, OR PAVDD A.REAS WHERE DF.STGNFD. REFER TO INSTALLATION DETAIL. F.3. NO CO'JTROL VALVES SHALL BE LOCATED 11\ TURF AREAS WITHOUT PRJOR WRITTEN APl'ROV AL OF THE LAKDSCAPE ARCHITECT. G. VAL VE BOXES G.I. VALVE BOXES SllALL BE SET ONE JKCJ-1 ( I") ABOVE THE DESIGNATED FINISH GRADE JN LAWN AREAS AND THREE TNC'HES (3") ABOVE FINISH GRADE IN GROUND COVER AREAS. G.2. VALVE BOXES INSTALLED 'lFAR WALKS, CURBS, HEADERBOARDS, AND PA\'J'JG SHALL ABUT THOSE ITEMS. TOP St:RJ-'ACEOF BOX SHALL BE FL\JSI-1 WITH ITEMS LISTED ABOVE. G.3. VALVE BOXES SHALL BE INSTALLED IN SllRUB PLA-.;TERS, NOT IN TURF AREAS WHENEVER POSSIBLE, UNLCSS OTHERWISE APPRO\'ED IN WRITING BY TIJE LANDSCAPE ARCHITECT. H. AUTOMATIC CONTROLLER LOCATION AND IKSTALLATIO'-1 1-11. THE AUTO'vlATIC CONJ ROLLER SHALL BE INSTALLED AT TllE LOCATION SHOWl\ ON TI![ PLAK, VERIFY EXACT LOCATION OF CONTKOLLER WITH LANDSCAPE ARCJllTECT PRIOR TO INSTALLATION. H.2. ALL LOCAL AND OTHER APPLICABLE CODES SH.Al.!. TAKE PRECEDEl\CE r, CONNEC'TJ'JG TIJE I20 VOLT ELECTRICAL SERVICE TO THE CONTROLLER IRRlGATION CONTRACTOR SH_ALL l'ROV]])E POWER TO CONTROLLER ANU SHALL COMPLETE llOOK-UP TO CONTROLLER H.3. THERE SHALL BE ADEQUATE COVERAGE OF SOIL (I 8" \,Ul\IMLM) OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN MAIN LINE TRENCH AND TAPE TO SIDES OF ,lAINLINE AT 15' lNTERVALS. SEE DETAIL. I. CO>ITROL WIRE I. I. ALL F.1.ECTRJCAL EQUIPMENT AND WIRJI\G SHALL CO~IPL Y WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED A'-ID LICENSED JN THE TRADE. 1.2 CONNECTING AND SPLICING Of WIRE AT THE VALVES ORIK THE FIELD SHALL BE MADE USING RAIN BIRD PEN-TITE CO'JKECTORS OR EQUAL WIRE CONNECTORS SllALL IJE WATERPROOF AND 'JOI\-REUSEABLE. ALL SPLICF.S SHALL BE MADE USING SEALED WATERPROOF CONNECTORS. CO'JNF.CTORS SHALL HAVE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALANT. 1.3. TI-IREE (3') FEET LONG PIG-TAIL WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICJ:S SHALL BE ENCLOSED IN A VALVE BOX WITH COVER IMPRJ'\TED WITH TIJE LEJTbRS 'SB'. .I. BACK}LOW PREVEI\TJO'J LKITS J.l. THE BACKFLOW PREVENTION UN!TS SHALL BE INSTALLED AS SHOWN 01\ PLANS AND DETAILS. BACKFLOW PREVENTION IINITS SHALL BE INSTALLED PER LOCAL CODES INCLUDING CERTIFJCATJO'J. 9.0 OBSERVATION SF.QIIE"JCE OBSERVATIONS BY THE LA/sDSCAPE ARCIIIT[CTWILL BE REQUIRED AT THE FOLLOWING TJMES: -UPO'\ INSTALLATION OF MAINLINE (PRIOR TO BACKFILLING) FOR PRESSURE TEST UPOK INSTALLATJON OF IRRIGATION HEADS (PRIOR TO BLT AFTER FINE GRADING) FOR COVERAC.E TEST. AT TIIE EKD OF MAINTENANCE PERJOD PART B IRRIGATION SVSTEl\11\JAINTENANCE PLA'\TJNG WHE'-1 REPAIRS TO Tl-IE SYSTF.M ARE REQUIRED, IDENTICAL MATERIALS SHOlTI"D BE USED TO 'vlAIKTAJN SYSTEM I'JTEGRJTY. 1, lRRlGATIOX CO!'.TROLLlR Tl-IE IRRIGATION CONTROLLER IS DEFINED AS THE MASTF.R CONTROLS THAT REGULATE THE IRRIGATIO'J PROCESS. THE SYSTE'vl HAS BEEN INSTALLED USIKG THE L.ATFST STATE-OF-THE-ART EQUIP:VIENT AVAILABLE. HOWEVER, AS WITH ANY DEVICE, Tl-IE EQUIPMENT WILL NOT LAST FOREVER, AND CO:V!POKENTS WILL :\'EED TO DE REPAIRED OR REPLACED PERJODICAl.1.Y IRRIGATION CONTROLLERS CONTROL Tl-IE Tl11E OF DAY A '\D THE FREQUENCY WITll WIIICH THE IRRIGATION SYSTEM DJS PF.RS ES WATER TURNING IRRJGATJON VALVFS OK AND OFF ACCORDING TO A WATERING SCHEDULE Wl-llCJ-1 JS PROGRAMt,!ED INTO THE CLOCK. EACH CONTROLLER HAS A BATTERY BACK-UP; HOWEVER, THF. SC:HEOIILE MAY BE LOST AS A RESULT OF A POWER OUTAGE. CHANGING SJ-IORT-TER.\.1 WEATHER CO'JDITIONS AND SEASONAL CHANGES WILL REQUIRE FINE-TUNING TllD PROGRAM FOR PROPER W ATF.RTNG. DURING EXTENDED R,AJN Y Pb RI ODS, THE CONTROLLERS SHOULD BE SHL!T-DOWN LNTIL ADDITIONAL WATER IS NEEDED IN THE LANDSCAPE AREAS. MUL TJPLE IRRIGATION CYCLCS SHOLLD BE USED AS NEEDED TO /\LLOW EACH WATERJ'JG TO COMPLETELY SOAK-IN. THlS WILL REDUCE RUNOFF AND WASTED WATJ:R. ~iAl!'iTE'IANCE REQUIRED: I. REGULAR INSPECTIONS OF OUTDOOR CONTROLLERS TO MINIMIZE MOISTURE UAMAGE AND CORROSION. REGULAR CHECKJKG FOR DEAD BACK-UP BATTERY, LOOSEKED CONNECTIONS, DF.TFRIORATED WEATllERPROOFING OR CONTROLLER MOUNTING HARDWARE. LIGHTING STRJKES COULD ALSO AFFECT THE SYSTEM, AND IT SHOULD BE CHECKED AFTER ELECTRICAL STORMS FOR ANY ADVJ.:RSE EFFECTS. 2. PERJOUJC INSPECTION OF TIME CLOCKS TO DFTF.RMINE THAT T.HE SCllEDULED PROGRAM IS WORKING PROPERLY AND ADJUSTING THE PROGRAM FOR PROPJ:R WATERING. 3. RESETTlNG TIME CLOCKS FOR DA \'LIGHT SA VI'JUS JJME, AND AFTER POWER F AlLlJRES TO RESTORE SCHEDULED PROGRAMMING. 4. MO1'THL Y RESETTl'-IG A_'\D ADJUSTMENT OF EACH JRRIGATTON STATION'S RUN TL\.IE IN RESPONSE TO CJ-IA 'JGlNG WEATHER CONDITIONS AND PLANT NEEDS. COKTROLLERS SHOUl .fl BE ADJUSTED BASED ON THE ACTUAL NEEDS OF TllE PLANTS WITI-1 ALLOWANCES FOR ADJUSTMENTS DUE TO O'J SITE CO'JDITIONS. 5. RAIN SHUT OFF DEVICES (IF SO EQUIPPED) SI-IOLLD BE CLEA'JED AND KF.PT FREE OF DELETERIOUS ~-iATERlALS SUCH AS LEAVFS, ON A MOKTHL Y BASIS. E'JSURE PLANT 'vlATERlAL HAS NOT GROWN O\'ER OR COVERED DEVICE. 6. EVENTLALL Y, REPLACEME'JT OF ELECTRJC TIME CLOCKS, WHEN NEEDED. l'REQI:ENCY: I. FAJLlJRE TO INSPECT Tl\•IE CLOCKS AS NECESSARY MAY RF.SULT IN INADEQUATE OR OVER-WATERII\G WHICH, FOR EVEN A SHORT PERIOD OF TIME, COULD BE DISASTROUS TO SURROUNDl'IG LANDSCAPING. OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PI.ANT DEATH, PA\'E1·1EN J FAILCRES AND WATERPROOFING PROBLEMS. IT IS VERY ll\lPOR TANT J'HAT REGULAR INSPECTIONS BE PERFORlvlF.fl TO IDENTIFY ANY OVEKL Y-WET AREAS AND THAT CORRECTIVE MEASURES BE JMPLE\•IENTED JMMEIJIA'J ELY. Tl11E CLOCKS Tl-IA TARE NOT PROPF.R LY SET MAY ALSO CAUSE WATERING DURING J'J.I\PPROPRIATF HOURS. II, BACKFI ,OW PREVE',TERS BACKFJ .OW PREVENTERS ARE DEFINED AS A DEVICE WllOSE FUNCTION IS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THF. JRRJGATJO'J SYSTEM. THE BACKI'LOW LNITS FOR Tl-IE PROJECT ARE THE "ATOMOSPIJERJC" TYPE, AND ARE LOCATED O'-l EACH l-lYDROZONE SYSl'E-vl. MAP\TE'iANCE RI:QUIRED: PERJODIC INSPECTION FOR LEAKS. PERIODIC DISC!-IARGE OF WATER FROM TIJE RELIEF VAL VF IS NOT A PROBLEM, BUT ACTUALLY TI-IE VAL VE PERFORMING lTS INTENDED FUNCTION. J,'REQLIENCY: IJACKFLOW PREVENTERS ARE VERY CO'\SPICUOUS, Al\D CA'J BE SPOT-Cl-lECJ;Ffl WEEKLY FOR VISIBLE LEAKS OR VANDALISM. EFFECTS OF DEFERRED M.AIN'J'ENA!'ICE: FAILURE TO INSPECT AND REPAIR BACKFLOW Ll\lTS MAY AFFECT NEARBY TURF, TRE[S, AND OTHER Pl.ANT LIFE. !'\EFFECTIVE BACKFLOW PREVENTION CAN ALSO CAUSE CONTAMINATION OF THE DOMESTIC WATER SUPPLY. Ill. SPRl;';KLER HEADS I EMITTERS WHILE THE SPRINKLER SYSTE'vl PATTERNS HAVE BF.FK CHOSEN TO KEEP O\IERSPR.AY OrF WALLS, SIDEWALKS, .A'\D BUILDINGS, WINDY CONDITIO'JS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMES RESULT IN ISOLATED O\IFRSPR AY PROBLE:VIS. NOTE: WATER SHOULD IJE APPLIED ONLY IN AMOUNTS TO :V!EET PLANT NEEDS, WITHOUT EXCESS. BECAUSE WEATHER AND GROWTH VARY BY MOI\TH, WATER APPLICATION NEEDS TO BE RF.SFT ON A MONTHLY AND SEASONAL BASIS TO RF.Pl.ArE WATER LOST THROUGH EVAPOTRANSPIRATION WlTH Al 1.OWANCE FOR SPECIFIC SITE CO1'DITIONS. THE IRRIGATION SCHEDULE ON Tl IE INSTALLATION PLANS Sl-lOUID RF USED AS A'J INITIAL STAKTING POINT FOR TIIE CO'-ITRACTOR EACH IRRlGATIO'J SYSTEM'S RUN TIME A'-ID CYCLE SHOULD RF F.VAL\JATED AND ADJUSTED IN TIIE FIELD. MAINTENANCE REQUIRED: FRE(,)UE'JT INSPECTION FOR BROKEN OR JMPROPERl Y ADJUSTED SPRINKLER J-IEAIJS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND GEAR DRIVES, GRJTJ'J SEALS OR MOVING PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND IJROKEN SPRINKLER LINES. Tl-IE RISER HEIGHT OF SPRINKLERS SllOULD BE ADJUSTED AS REQUIRED, BUT NOT TO 11\TERFERE WITH PEDESTRIAN TRAFFIC. POP-11P TYPE SPRJNKLERS SHOULD BE ADJUSTED TO MAIKTATN THE SPRINKLER HEAD FLUSH WITIJ TIJE SURROUNDING GRADE POP-t:P TYPE SPRINKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFIC AREAS. PERIODICALLY, EMITTERS MAY NEED TO BE ADDED TO ACCOMMODATE FUTURE PLA'-IT GROWTH. APPROPRIATE CORRECTIVE MEASURES SHOULD BE \,!ADE IMMEDIATELY TO CORRECT ANY OF TI IESE PROBLEMS AND ENSURE APPROPRIATE COVER.AGE l'-1 ALL AREAS, PRFVFNT O\'ER W ATERJNG, AND \·!INJMIZE ANY OVERSPRA Y. AFTER ANY IRRIGA TlON REPAIR, PIPING SHOULD BE FLUSHED AND RETESTED FOR PROPER FUl\CTION AND ADEQUATE COVERAGE. RF.GUI.AR INSPECTIONS SHOULD BE PERFOR!vIED TO \!ONITOR THF AMOlJNT OF WATER BEING APPLIED, AND CORRECTIVE MEASURES TAKEI\, IF NECESSARY. tREQL'ENCY: INSPECTION AND APPROPRTATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE AND PREVENT OVERSPR.AY SHOULD BE DONF. A MINIMUM OF ONCE A WEEK. MORE FREQUENTLY DLR ING THE DR\'ER, W AR.vlER SEASOKS. J.:FFECTS OF DEFERRED MAJ',TEN.\NCE: F All.URE TO 1'-ISPECT, REPLACE, AND ADJUST SPRJNKLER SYSTFM CO!\IPOI\ENTS MAY RESULT IN INADEQUATE OR SURPLLS WATER SUPPLY TO AFFECTED A.REAS, AFFECTI'-IG NEARBY Tl!RF, TREES, AND OTHER PLANT LIFE. OVER WATERJNG MAY EVENTUALLY LEAD TO SOIL EROSION, AND COULD EFFECT NEARBY STRUCTURES Al\D/OR HARDSCAPE SLRF ACES. IV. VALVES M.Al:\TENANCE REQUIRED: REGULAR INSPECTION OF VALVES TO VERIFY THAI THEY ARE OPERATING CORRECTLY. CHECKING FOR DIAPHRAGM OR SEAT WEAR, STJC](JKG SOl ENOmS OR DIAPHRAGM, CORROSION OF WIRE CONKECTIONS, CLOGGED SCREENS AND ORlflCES, AND DEBRJS OR STONES LODGED UNDER THE DIAPHRAGM. REPAJR AND/OR REPLACH,!ENT AS NF.CF.SSARY. RE\WTE CONTROi. V Al VES MAY HA VE ASSOCJATbD C'JIONS AND JSOLATIO'J VALVES. Tl-IF.SF. SHOULD ALSO BE CHECKED PERJODICALLY FOR LEAKAGE OR DAMAGE. FREQl.'ENCY: VALVES SHOULD BE MAKLAJ.LY OPERATED AND VISUALLY 11\SPECTED AT LEAST ONCE PFR MONTH. A MORE THOROUGH INSPECTION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCE A YEAR WITH REPAIRS OR REPLACEMENT DOKE AS SOON AS ANY MALfUNCTIO'I IS DETECTFD THlS SAME FREQLENCY OF INSPECTION SHOLLD BF. APPLIED TO THE BALL OR GATE VALVES LOCATED THROLGI-IOLT THE SYSTEM. l:FFECTS OF DEFERRED 111AL"ffE:-iANCE: AS Tl-IE REMOTE CONTROL V Al VES CONTROL THF DISBURSEMENT OF WATER, REPAIRS THAT ARE NOT ATTENDED TO !MlvlEDIATELY COULD RESULT IN LONG TER'vl DAMAGE TO LAND SC APING IN THE AFFECTED AREAS. V, IRRlGATIO!'I PIPE, MAINTE!'IANCE REQLJRED: TllE IRRJGATION SUPPLY AND LATERAL PIPES ARE PLASTIC' (PVC). IF NOT DISTURJ3ED BY; TRENCHING OR DIGGING, MINIMAL ONGOING MAINTENANCE SHOULD BE RF.QlllRED. ON OCCASION, SO:VIE REPAIRS MAY l\EED TO BE DONE TO M,\1,TAl'l THE INTEGRITY OF TIIE SYSTEM AND A'\ OCCASTONAL INSPECTION OF PORTIO'JS Of TllE SYSTEM JS RECOMMENDED. REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS. FREQt:F,NCY: 1F REPAIRS ARE REQUIRED, THEY SHOULD BE DO'JE IMMEDIATELY. EFFECTS OF DEFERRED \iAINTE!'.ANCE: AS WITH OTHER COMPONENTS OF TIJF IRRIGATION SYSTEM, REPAIRS THAT ARE NOT ATTENDED TO IMMFDIATEL Y COULD RESULT IN LONG TERM DAMAGE TO LAW'-1 A'JD Pl.ANT LIFE IN Tl-IE AFFECTED AREAS. -E"Jn OF SECTION - c.:: f ~. ~ ~ ~ .----------------------," " AP PRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. RCE __ _ EXP. ___ _ DATE d G Sc ✓ " f-- lf 0 L ✓ ~ 0 ~ ? ' ✓ C ✓ V: i'c 1---------------------~(L REVIEWED BY: C ,- r-;;"'~ii:I=-:iti=l:2~:i2i~i;i:::;;:;:;ii;8iii~j::~============--==r=====c====r=====c====-.r.:===:-~l:::N;:S:;::P:;;EC~T:::O:::R==:;;;;===:;====;;==---:~D.;_A.;_T,:,F=~~ 11/1111~ ~I />'\ DESIGN ADJUSTMENTS ---+-----+--+----+---I S1HE7ET y CARLSBAD 2 :_ J0/24111 RI , DESIGN ADJUSTMENTS CTTI CIT OF ~ µ1"2/-,,,02e,_i,__,J 3'---+--"R,_.J ---1µ..'""--'D"'E"'S""I Use' N"--"A"'U'-'J"U-"S"'TME"°"'"N"'T"-S_______ PLANNING DI VIS ION t LANDSCAPE IMPROVEMENT PLANS FDR: SJA LA COSTA TOWN RESIDENTIAL - SQUARE MODELS /,ll/JH'C'fe .,;,·/Ji/eCll/18 land p/,,,.,,,n~ PLANNING "' 31726 Rancho Vi~_io Rom.I I Su!lr;: 201 SHn Juan rapistrnno, CA 92675 TEl'J<YJ?br,sua fAX9~9276650l 1111'>1 Jj<ll)JC.CU/tl DATE INITIAL DESIGN ER OF WORK REVISIO"I DESCRIPTON DATE INI flAL DATE INITIAL DlHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ' CT 08-03 475-2N i RVWD BY: C ' C Know what's below. Cal I before you dig. NOTE-THIS PROJECT SHALL CO!VFO/'/,( TO THE 2007 EDITIONS OF THE CAL/FOR/VIA BU/LO/NG COO£, U/VIFOR),{ /,IFCHANICAL COO£, UN/FORA/ f'L UA/8/NG COO£, ANO CALIFORNIA FLEC TR/CAL COOF (BASE ON THE 1999 FOl/1/JN OF THE NAllDNAL ELECTRIC COOF}, ANO CITY AND COUNTY LA I/IS AND ORDINANCES. COC'JTRACTOR TO PROVIDE & INSTALL (l5)FLATS OF 4" POTS OF LAVENDER IVY GFRANIUM @DIRECTION OF LANDSCAPE ARCHJThCT MULCH I . ,t ill,..-'--__ 1_ ¾1 In • MULCH_/ 36' Ji.---==~-=---~~--~---,_,;;,i_ ~- TEMP. END OF PRODUCTION PLA:-.ITING BY OTHERS PRODUCTION PLANTING BY OTHERS --·@ a .,,. a a a s TCHLINE B @-SEE ~~BET 20 7 PLANTING LEGEND BOTANICAL NAME COW,iON NAME BRISBANE ROX SYCAMORE *◊ STRELITZIA '-IICOLAI GL<\NT BIRD Of PARADISE RHUS LANCE/\ AFRICA'! SUMAC I] DW ARf CITRUS CITRUS -TO BE SELECTED p PINUS HALEPENSIS ALEPPO PINE 36" BOX () RHUS LA'-ICEA AFRICA_'! SUMAC 48" BOX MULTI ,(I)!, l---+----------+---------1------~ IIJ:il' CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 36" nox _d,,_ OLEA 'WILSONIP FRUJ1LESS OLNE 48" BOX • IT 1---t-,=~~--1---------1------1 ~ PHOENIX RECLINATA SEl\1lGAL DATE PALM -5 TRUNKS -12' OVER ALL ,...,/Q RHUS LANCEA AFRICAN SUMAC 24" BOX ~ QUERCUS VJRGINIANA SOUTHERN OAK 36" / 8 "f' l--t-:cll:,-:,OWE==A=f-:::0-:-RS-::T=E:-::R:-:IA=N=A,..,...,:-=::-:-::-=-:-+P::-Ac-:RA=-:D::-IS-::-E-:-P::-A_L_M _____ -+l--=2'--=0-:V::-E-::-R-::-A-:-J"--=L~-=SUN=c-G_"R_O_WN_--1 ~ PHOENIX DACTYLIFERA 'MEDJOOL' DATE PALM 15' B.T.H. MATCHED M 1----t-MA--,--GN-:-"-O_LIA_G_._'L_IT_T_L_E_G_E_M_' ---+L_I_Tn_E_G_'E_:l,I_M,_'1.G_N_O_L_L_"-___ l-3_6_" /_4_8'_' B_o_x_s_T_D_. -----1 V YUCCA G. 'ALICIA' SP A_ ,!SH DAGGER 36" BOX SHRL'BS 0 BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 5 GAL. 6) 1--t::-LAc--:Vc:-A:--:T=E=RA-:--::-MA--:--:-::R:-:ITI==-MAcc------+,T,,,R--=E=E-=M-:-A:-:L-::-L-◊-W------1-5-G-AL-,-. ---------1 ~ FEIJOASELLOWIANA PINEAPPLE GUAVA l5GAL. (v 1--+=w=EsTR=-=N=. o=,1:--:A-:F::-_ =·v.='YNY=:--: .. -=s-=s=JE::-G=,E=-M'-=--+,c=-=o::-A:-:S=T-=R--=o-=sE=MA...,..,,R::-:Yc:------l-5,-G::-AL--=-. ---------1 ~ HETEROMELES ARBUTlFOLJA TOYON 5 GAL. V© l--t-RHAJ-,H-IO_L_E_'P-IS,-U-.-,G,-U_L_r_G_RE--EN'---I-HA-W_l_l_IO_R_N _______ J-l-5_G_A::_L. ______ ---I (5l LAV AND ULA STOECHAS SPANISH LAVENDER S GAL. POT LEGEND POT MFG MODEL I.D. 1 w DN-116 2 w DN-084 3 w DN-084 4 w D:"l'-084 5 w DN-649 6 w DN-033 7 w PT-746 8 w PT-008 9 w PT-746 .Y---w PT_cl46 ✓ V V 11 w DN-132 '-~ ' A [Z DN-033 NOTES: w H PLANT POT WITH; (QTY) SIZE UNDER PLANT I COMMENTS . I AGAVE 'BLL'E FLAME' (1) 15 GAL. (12) 4" POTS OF WI-ITTE RACOPA - AROUND POT EDGE 32 1• 22' CUPRESSUS SEMPERVIRENS (1) 24" BOX ( 12) 4" POTS OF ROSMARINUS 0. '!REl\"E' -AROUND POT EDGE 32 11 22" WHITERO~E (1) 24" BOX (12) 4" POTS OF ROSMARINUS 0, STD. '!RENE' -AROUND POT EDGE 32 11 22" DWARF CITRUS (1) 24" nox (12) 4" POTS OF WIIJTE BACOPA - STD. AROUND POT EDGE 15" 11'1 LAVANDULASTOECHAS (I) 5 GAL. (8) 4" POTS OF FESTUCA 0. 'GLAUCA' -AROIDID POT EDGE ( 12) 4' POTS OF SEDUM 3011 23" DRACAENA DRACO 24'B0X MORGANIANUM -AROUND POT EDGE 3011 20' FICUSLYRIATA (l) 15 GAL. (10) 4" POTS OF MONDO GRASS - AROLND POT EDGE 26" 37" RHAPIS EXCELSA (1)15GAL. (10) 4" POTS OF STAR JASMINE - AROUND POT EDGE 3011 20' CHAMAEROPS HUMILIS il)lSGAL. (IO) 4" POTS OF STAR JASMINE - AROUND POT EDGE "" 1711 ~REG~ILV ~1~0~-(IO) 4" POTS OF STAR JASMINE --~ -✓ "I' • J V ......,,,-"' (IO) 4" POTS OF WHITE IVY 25" 9" FESTUCA 0. 'GLAUCA' (5) 1 GAL, GERANRJM-AROID!DPOTEDGE ~ L-U l YLEvo~ ~ A. ,,,t;..,,,-~ • -~ ~ 15'" GERANIUM -AROUND POT EDGIJ I 0 l--t-:::R::-:0-:::SM:--::A.Rr--=-==NU==-S=-O-=-. '-=lREN-=::-::-:E',..,,,,,=-c--=-+T,,..R::-:AcclL::-:IN=--ccG::-:R::-:0::-:S-,-EMA,,.,,..,..,RY=----1-5-G_A_L_. --------1 EUONYMOUS J. 'MICROPHYLLUS' BOX LEAF EUOl\'YMOUS 5 GAL. W= POTS ARE TIIROUGH WEST COAST POTTERY 714-972-1585 @ 1--t_n_o_u_G._AJNV __ IL_L_E_A_'L_A_J_O_L_LA_' __ -+B_o_u_G_'AINV_-_I_L_L_EA _____ -+I_G_'A_L. --------1 ~ AGAVE AMERICANA 'V ,\RIEGATA' VARlliGATED CENTURY PLA_'!T 15 GAL. ~ &'\ 1--t------------------1-----------1----------1 7 ~ BACCHARIS 'THOMPSON' NCN 1 GAL. e ALOE ARBORESCENS ALOE 5 GAL. 0 1--+P::::R::::UNU==s-,c""'. ::::,B-::-R:-:IG::-,H::::T:-::N-=-' =11=-=0=1rr:=::-, --I-C::-:AR--=-=o-=L-=IN::-:A-:Lc-A--=URE===-L---=c=.H=ERR::-::-,Y,::---l-1""5 --=GAC"L:c-_---------1 ~ MUHLENJlERG!A RIGENS DEER GRA.SS I GAL. '\.::f ,;,I l----+---=---~------+---------+---------1 \..'.J ALOE PLICATILIS AWE 5 GAL. @ CARISSA'PROSTRATA' NATAL PLUM 5GAL. 0 ELAEOCARPUS DECIPIENS JAPA_'!ESE BLUEBERRY 1~ GAL, (jj) l--+R::-0::-:S::-:Ac-:1::-:C=EB=ER=-G=-,-------+l-CE-,B::-:E--=.R---=G---=RccO-S-E------l-5-G_AL_. ---------1 G_) STRELITZIA REGINAE BIRD OF PARADISE 5 GAL . E) l--+AE-,--:-:,o:::p;"'-11.N==. :-::,v.,..o=-o=-o=-o-:::-o-=·,------1-A,.,E::-:o=N=ru:--::M--=---------l-s,-G,-AL--=-. ---------1 Q. O 1---t-CRA_s_·s_ULA __ A_. 'M_IN_IM,,\ __ • -----l--J_AD_E_P_LAN_IT _______ l-S_G_AL_. ---------1 ~ KUMQUAT KUMQUAT SHRUB FORM 15 GAi.. 0 1--t---A::-:G=A VE=--=• 7 'B....,L_UE---=· ,..FL.,.AME--,--_••-----+B_L_U_E_F_LAME.,...,._A_G_A_VE ____ -+1-5_G_A_L. ______ ---I @6)1--t-::rE=-s....,ru==c=-A.,.o_.'-=G--=LA=u:-::c=A,,..' ____ -+B=-1--=v-=F--=.F-=-E.,..sc-=u_"_: ______ -1-1_G_A_L_. ______ ---1 CRASSULAARGENTEA JADE PLAm 15 GAL. ~ ROS:l,IARL'\IUS 0. 'TUSCAN JlLUE' UPRIGHT ROSEMARY 5 GAL. CJ QXA l---¼---------1--------1---------1 v PHILODENDRON 'XANADU' NCN 5 GAL. @) ANIGOZ_<\NTHOS 'BUSH LANTERN' KANGAROO PAW 5 GAL. 0, LJGUSTRUM J. 'TEXANUM' WAX LEAF PRIVET S GJ\ L. r.,T le,) l--+-:::::--=:-=::-,--=c=-,---=-::c~~=cc=-c~f-,-.,,.~::--::-c-=~-----+-J -□--"-.-------1 ~ TRACHELOSPERMUM JASMINOIDES STAR JASMINE -~ ® l--t::-:PI=T-=TO:::S,..-P_O_R_U_M_T_O_B_IRA _____ .1.1\,_I_OC_'K_O_RA_N_G_'F._. _____ ....J...s_G_A_L_. ---------1 VTh~S 'NlJT:l,IEG THATCH' -INSTALL PER MA.'IUF. SPECS .• CONTACT: STEVEN !GM 760-214-5734 MARATHON!llOREQUAL SODDED TURF NOTE: ALL SPECIALTY PAVIJ\G, JRRJGATION & PLANTING WITHIN THE RIGHT-OF-WAY SHALL BE REMOVED & REPLACED W/ PRODUCTION PAVING & LANDSCAPING PRIOR TO PERMANE:--JT OCCUPANCY or TlIE MODEL JJOMES. REFER TO SIIEET 20 FOR NOTES 10' 0 1 O' SCALE: 1" = 10' 30'~ ------l ~ ---~ -: ~ .------------------" ~ APP RO VE D FOR ~ /RR/GA T/ON AND PLANTING i ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. , ,. f--v. C L v, ~ -------------------''' " " RCE___ EXP ____ _ DATE t L t " F , ,· C ;.- 1-------------------l•V: ~ REVIEWED BY: L L C; ----~~ r1-!Q~;;_;-;_~r_-_"i1_-n.,\\T;:-;:;;;:::;:;;;-;;;:;:;::;;;;:;:;::z---------r-7 r_1 __ T __ r.-=------;-':--1=N;-s;PE;c;1:;o="=~=======~:D=A=T=E =::is :~;~:;:~ ~ &~~~:~~:;~~~~::~~ rs8~frl CITY OF CAl~LSBAD I SH2f_E2lS IE SJR J,rndoc,1pe ,in/J,1,,111,e /o.,d pla""'"g 31726 Rancho Viejo Road I Suite 201 San .l11an Capistrnnn, CA 92675 TFl 9~9?H ~HJD f~X?S9276 ti}OS "'''\l'.IJL>IIIC cvm Expiration Date: 1nv 10._1113 11' 1 J 113 ]2102-'13 __ RJ ~ DE~TG'l l\DJUSTh1ENTS ~ I PLANNING DIVISION 9 DATE INITIAL DES GNER OF WORK REVISION DESCRIPTION LANDSCAPE IMPROVEMENT PLANS FOR: c LA COSTA TOWN SQUARE RESIDENTIAL -MODELS L L ~ ~ ~ --+---+--->------1 ~P~LA~N::N~IN:::G====;-;:::========:=;-:====~ , DW~ BY: PROJECT NO. DRAWING NO. " DATE INITIAL DATE INITIAL OTI-lER A?PROVAL ~c~g :r--CT 08-03 475-2N ~" C CITY APPROVAL Know what's below. Ca II before you dig, NOTE: THIS PROJECT SHALL CONFORM TO TH£ 2007 £0/T/ONS OF TH£ CALIFORNIA BUILO!NG CODE, UN/FORI/ !/£CHAN/CAL COO£, UN/FOR/,1 PLU/,IBING CODE, ANO CALIFORNIA ELECTRICAL COO£ (BAS£ ON TH£ fggg £0/T/ON OF TH£ NAllONAL ELECTRIC COD£), AND CITY ANO COUNTY LA /fS ANO OROINANCES MULCH COKTRACTOR TO PROVIDE & INSTAJ ,L (15) FLATS OF 4" POTS OF RED NY GERANIL~ @ JJIRECTION OF LANDSCAPE ARCHITECT PLAN3B "CALIFOR.'IIA RANCH" LOT 19 PLANT JOINTS WI SODDED TURF MULC " ii iJ- 11 :1 I .... ➔ .... .. I CONTRACTOR TO PROVIDE & INSTALL (75) 1 GALLON KALANCIIOE BLOSSFELDIANA 'YELLOW @ DIRECTION OF LANDSCAPE ARCHITECT PLAN4C "PALM BEACH" LOT20 MULCH V " ·.11;1' fv ~~: .... ~ .. ---4--'.---..,. V. ., . . . . .· . -,-:.. 3 ! (/( I I I ' I r I I I I & . "'--. -ti~ .◊ [I p @() 'd> + 0-0 'Y 0 M V 06) (tJ • © ~® ® @ *0 0@) 00 @ (Jf)© 0 0 0 @ 0 @ED 80 @ 0® ® ~ ~ .........,.,.. I D . "" '"' J --~-.. v~~ & PLANTING LEGEND - _ BOTANICAL N~_ COMMONNAME SIZ!.,__,,.--,-rv ~ - TREES . -- LOPHOSTEMON CONFERTUS BRISB~'IB BOX A A A 36"BOX -A.. A . . ' . -. . •• Ji>K ' . .,. ' N SYCAMORE -~l'IIOLTI PODOCARPUS GRACJLJOR FERN PINE l 24" BOX ')/3\ STRELITZIA l\lCOLl,J GIANT BIRD OF PARADISE l24 11 nvA RHUS LANCEA AFRICAN SUMAC t 24"BOX 'lh\ DWARF CITRUS CITRUS -TO BE SELECTED 24" 1.JVA-::SllJ. Pll\'US HALEPEKSIS ALEPPO PINE 36" DOX RlIDS LANCEA AFRICAN SUMAC 48" BOX MULTI CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 36" BOX OLEA WILSONII' FRUlTLESS OLIVE 48"BOX PHOENIX RECLINATA SENEGAL DATE PALM .lc5 TRUNKS -12' OVER ALL RIIUS LANCEA AFRICAN SUMAC t 24"BOX 1/3\ QUERCUS VIRGINIANA SOUTHERN OAK 36" / 48 OVA LOW BRANCH HOWEA FORSTERIANA PARADISE PALM 12' OVER ALL -SUN GRO\VN PHOENIX DACTYLIFERA 'MEDJOOL' DATE PALM 15' B,T,Il MATCHED MAGNOLIA G, 'LllTLE GEM' LITTLE GEM MAGNOLIA 36" / 48" BOX STD. YUCCA G, 'ALICIA' SPANJSH DAGGER 36"BOX SHRLBS BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 5GAL. LAVATERAMARITNA TREE MALLOW 5GAL, FEUOA SELLOWIANA PINllAPPLE GUAVA 15 GAL, WESTRINGIA F, 'WYJ\YABBIE GEM' COAST ROSEMARY 5GAL HETEROMELES ARBUTIFOUA TOYON 5 GAL RHAPHIOLEPIS U, 'GULF GREEN' HAWTHORN 15 GAL. LAVANDULASTOECHAS SPANISH LAVENDER 5GAL, ROSMARINUS 0, 'IRENE' TRAILING ROSEMARY 5GAL. EUONYMOUS J, 'MICROPHYLLUS' BOX LEAF EUONYMOUS 5GAL BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 1 GAL. AGAVE A,'½ERJC~ 'IA 'V ARIEGATA' VARIEGATED CENTIJRY PLANT 15 GAL. BACCHARIS 'THOMPSON' 'lCN 1 GAL, ALOE ARBORESCENS ALOE 5GAL, PRUNUS C, 'BRJGHT N' TIGHT' CAROLINA LAUREL CHERRY 15 GAL. MUHLENBERGIA RIGENS DEER GRASS !GAL. ALOE PLICATILIS ALOE 5GAL, CARISSA 'PROSTRATA' :\IATAL PUJM 5GAL. ELAEOCARPUS DECIPIENS JAPANESE BLUEBERRY 15 GAL, ROSA 'ICEBERG' ICEBERG ROSE 5GAL. STRELITZV\ REGINAE BIRD OF PARADISE 5GAL, AEONIUM 'VOODOO' AEONIUM 5GAL. CRASSULA A, 'MINIMA' JADEPLAKT 5GAL. KUMQUAT KUMQUATSHRUBPORM 15 GAL. AGAVE 'BLUE FLAME' BLUE FLAME AGAVE 15 GAL. FESTUCA 0. 'GLAUCA' BLI JE FESCUE 1 GAL. CRASSULA ARGE'lTEA JADEPLAJ\, 15 GAL. ROSMARINUS 0, 'TUSCAN BLUE' UPRIGHT ROSEMARY 5GAL. PHILODE'lDRON '~'!ADU' KCN 5GAL. ANIGOZANTHOS 'BUSH Ll,NTERN' KANGAROO PAW 5GAL, LJGUSTRUM J, 'TEXANlM' WAX LEAF PRIVET 5GAL. TRACHELOSPERMUMJASMINOJDES STAR JASMINE !GAL, PITTOSPORUM TOB!RA MOCK ORANGE 5GAL. VINl<:S TRACHELOSPERMUM JASMINOJDES STAR JASMINE 15 GAL. STAKED BOUGAINVILLEA 'SAK DIEGO RED' BOUGAINVILLEA 15 GAL, STAKED ROSA BANKSIAE LADY BA. 'IKS ROSE 15 GAL. STAKED SOD V . ,r'V' ~ . --. . -'v'" -v -. . . ~ EASY TURF -ARTIFICIAL TURF 'NUTMEG THATCH' -INSTALL PER MANUF. SPECS, -CONTACT: STEVEN KIM 760-214-5734 MARATHON ID OR EQUAL SODDED TURF A A A A . A A A A A . A A ---A A . - REFER TO SIIBET 18 FOR POT LEGEND REFER TO SHEET 20 FOR NOTES ~ 10' a 1 O' SCALE: 1" = 10' C 30'g ', ------<s, ~ c " " f'.: ,-------------------," APPROVED FOR ~ C /RR/GA T/ON AND PLANTING ~ ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. RCE __ _ EXP, ___ _ DATE •" I/ i---------------------{,'f.• REVIEWED BY: ~ ~ ~ rii:a;cr;--r:.1-1:Jlif;:ii~i~~ill0:is5Miiiii::::::::::::::::-=r:::::r::::-=r:::::r::::J-;:::==:;-!:=IN';:S::;:P:::EC:::T:::;O:::R:::::;:::::========:D:::A=T=E=::i:s r .. 'l'"'Oi.,.,.24""1]3'-+---'RJ=--~,LDes,E""Sl""G'\'"-' 1'"'\D'"'Jl""IS"-'TM"'E~N.,..,TS'---------4--+----+----+---I I S1HE9ET I CITY OF CARLSBAD ~H2EE2TS sc_,_ .,J !ii 1/13 RJ DESIG'-1 ADJUSTME'\TS , 12102113 RJ s DES!G'-1 ADJUSTMENTS PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA TOWN RESIDENTIAL - I APPROVED: 1-4 . { ! 1L. t----+--t--------------+--+---+----+----1 I t,..z.,,\ Cr-E.:::t\-011 1-----+---+-----------------+----+----ie----+--_. PLANNING SQUARE MODELS ::;D;W~N:==;::B;::::Y:===:::::;-;===P=R=o=JE=C=T=N=o=, ==;-;=D=R=A=W=IN=G=NO:::::;, ~t~g ~~;--CT 08-03 475-2N ; DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OATE INITIAL DATE INITIAL 01HER APPROVAL CIN APPROVAL " p PLANTING LEGEND BOTANICAL :!:'.1Af4E -&: TREES ■'-.. LOPHOSTEMON CONFERTUS ~~ ' ,u,.,, . -- PODOCARPUS GRACILIOR *◊ STRELJTZIA NICOLAI RHUS LANCEA [I DWARF CITRUS p PINUS HALEPENSIS @() RHUS LA."'!CEA CUPRESSUS SEMPERVIRENS ~· OLEA 'WILSONII' PHOENIXRECLINATA G-0 RJilJSLANCEA QUERCUSVIRGMANA T HOWEA FORSTERJANA ~ PHOENIX DACTYLIFERA 'MEDJOOL' M MAGNOLIA G. 'LITTLE GEM' V YUCCA G. 'ALICIA' SHRUBS 06) BOUGAINVILLEA 'LA JOLLA' LAVATERA:v!ARITIMA FEJJOA SELLOWIANA w 'NESTRJNGIA F. 'WYNY ABBIE GEM' • HbTEROMELES ARBUTIFOLL<\. © RHAPHIOLEPIS U. 'GULF GREEN' @® LAVANDULASTOECHAS ROSMARJNUS 0. 'IRENE' (ill EUONYMOUS J. 'MJCROPIIYLLUS' @ BOUGAINVILLEA 'LA JOLLA' *0 AGAVE AMERICANA 'VARTEGATA' BACCHARJS 'THOMPSON' 0@ ALOE ARBORESCENS PRUNUS C. 'BRJGHT N' TIGHT' 00 MUHLENBERGIA RJGENS ALOE PLICATILIS @ CARJSSA 'PROSTRATA' (jj) © ELAEOCARPUS DECIPIENS ROSA 'ICEBERG' 0 STRELITZIA REGINAE 0 AbONlUM 'YOO DOO' 0 CRASSULA A. 'MINIMA' @ KUMQUAT 0 AGAVE 'BLUE FLAME' @ ED FESTUCA 0. 'GLAUCA' CRASSULA ARGENTEA ee ROSMARINUS 0. 'TUSCAN BLUE' PHILODENDRON 'XANADU' @ ANIGOZANTHOS 'BUSH LANTERN' 0® L!GUSTRUM J. 'TEXAN'UM' TRACHELOSPERMIJM JASMINOIDES ® PITTOSPORUM TOBIRA VTh'ES ~ TRACHELOSPERMIJM JASMINOIDES ...,.,,..,..,,. BOUGAll\'VILlEA 'SAN DIEGO RED' .............. -ROSA BANKSIAE SOD . 'v . V V . . □ EASY TURF -ARTIFICIAL TURF . >;j;/~ .'VIAR.<\. THON III OR EQLAL & A A A A A A A A A -- Know what's below. Call before you dig, /VOTE: THIS PROJECT SHALL COl'/FORI/ TO TH£ 2007 £01 TIO/VS OF TH£ CAL/FOR/VIA BUILD!l'/!l COO£, Ul'/IFOR/,1 1/ECHAl'/ICAL CODE, Ul'/IFOR/,1 PLUl,/BJl'/!l CODE, A/VO CAL/FOR/VIA £l£C TRI CAL COO£ (BAS£ ON TH£ f 999 £0/TION OF THE NATIOl'/Al ELECTRIC coo£), A/VO CITY A/VO COUI'/ TY LA /fS A/VO OROll'/Al'/C£S. -COMMON NAME ~IZ~ V . . . . . BRISBA."!E BOX • . . 36"BOX A A .:._•vKmA SYCAMORE " L\l.1ULTI FERN PINE l 24"BOX 'lh\ GIANT BIRD OF PARADISE .2.411 _£U~ AFRICAN SLMAC l 24"BOX 'lh\ CITRLS -TO BE SELECTED 2-f l..HJ"' ..:J j LJ. ALEPPO PINE 36"BOX AFRICAN SUMl,C 48" BOX MULTI ITALIAN CYPRESS 36"BOX FRUITLESS OLIVE 48" BOX SEl\'.EGAL DATE PALM :k5 TRUNKS • 12' OVER ALL AFRJCAN SUMAC l 24"BOX )/3\ SOUTHERN OAK 36" I 48 UVA LOW BRANCH PARADISE PALM 12' OVER ALL -SUN GROWN DATE PALM 15' B.T.H. MATCHED LITTLE GEM MAGNOLIA 36" I 48" BOX STD. SPANISH DAGGER 36"BOX BOUGAINVILLEA 5GAL. TREEMALLOW 5GAL. PINEAPPLE GUAVA 15 GAL. COAST ROSEMARY 5GAL. TOYON 5GAL. HAWTHORN 15 GAL. SPANJSHLAVb'NDER 5GAL. TRAILING ROSEMARY 5GAL. DOX LEAF EUONYMOUS 5GAL. BOUGAINVILLEA 1 GAL, VARIEGATED CENTURY PLANT 15 GAL. NCN 1 GAL. ALOE 5GAL. CAROLINA LAURl:lL CHERRY 15 GAL. DEER GRASS 1 GAL. ALOE 5GAL. NATAL PLUM 5GAL. JAPANESE BLUEBERRY 15 GAL. ICEBERG ROSE 5GAL. BIRD OF PARADISE SGAL. AEONJUM 5GAL. JADE PLANT 5GAL. KUMQUAT SHRUB FORM 15 GAL. BLUE FLAME AGAVE 15 GAL. BLUEFESCUE 1 GAL. JADE PL.<\.NT 15 GAL. UPRJGHT ROSEMARY 5GAL. NCN 5GAL. KAl\GAROOPAW SGAL. WAX LEAF PRl\lliT 5GAL. STAR JASMJNE 1 GAL. MOCK ORANGE SGAL. ST AR JASMJNE 15 GAL. STAKED BOUGAINVILLEA 15 GAL. STAKED LADY BA."'!KS ROSE 15 GAL. STAKED . . . . . V V V . 'NUTMEG TIIATCH' -INSTALL PER MANUF. SPECS. -CONTACT: STEVEN KIM 760-214-5734 SODDED TJJRF A A . . A -A A . . . A -- ) r\ NOTE: EROSION CONTROL MEASURES STANDARDS 1 AND 2 ARE REQUIRED BY THE CITY. SEE NOTES THIS SHEET. ®-EE MA 1c:H1JNE-@ S SHEET 18 -a a STANDARD 1 EROSION CONTROL MATTING STANDARD 2 MYOPORUM PARVIFOLIU:M SHALL BE PLANTED 12" O.C. FROM FLATS PER EROSION CONTROL NOTES (STAKDARD 2) REQUIRED EROSION CONTROL MEASURES I. SLOPES 6: 1 OR STEl:J'l::R REQUIRING EROSINO CONTROL MEASURE AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLL WING PLANTING STANDARDS: A. STANDARD I · COVER CROP/REINFORCED STRAW MATTING: A.A. COVER CROP SHA.LL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SLBMIT THE SPECIFIC SEED MIX FOR CITY AP PROV AL PRIOR TO APPLICATION. TIIE COVER CROP SHALL BE APPLIED AT A RA TE AKD MA:--lNER SLFFICIENT TO PRIVIDE 90% COVERAGE WITII TIIIRTY (30) DAYS. A.B. TY PE OF REINFORCE STRAW MATTING SHALL DE AS APPROVED BY THE CITY Al\D STAKED TO THE SLOPE AS RECOMMENDED BY THE MAKUFACTURER. A.C. REINFORCED STRAW MATTING SHALL BE REQUIRED \VIIEN PLANTING OCCURS BETWEJ::N AUGUST 15 AND APRIL 15. TJIE COVER CROP AND/OR REINFORCED STRAW MAT SHALL DE USED THE REMAINDER OF THE YEAR. B. STANDARD 2 -GROUND COVER: B.A. ONE I--[lf]\DRED (l00%,) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINIDNG CHARACTERISTICS (PLANTED FROM A MlNI~1CM SIZE OF FLATTED MATERIAL A"ID SPACED TO PROVIDE tULL COVERAGE WITHIN ONE ( 1) YEAR. C. STANDARD 3 -LOW SHRUBS: C.A. LOW Sl'READl:-.JG WOODY SHRLBS (PLANTED FROM A MINI!vfUM FO 2-3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD 4 • TREES AND/OR LARGE SHRUBS: D.A. TREES AND/OR LARGE SJIRUDS SHALL BE (PLANTED FOR A MINIMUM or I GALLO)/ CONTAINERS) AT A MINIMUM RA. TE OF ONE (1) PER TWO IJUNDRED (200) SQUARE FEET. 2. SLOPES 6: 1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC WALKS OR STREETS REQUIRE A MIN!Mill-1 OF ST AND ARD 1 B. 3'-8' 1:-.J VERTICAL IIEIGIIT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL DE INSTALLED IN LIEU OF A COVER CROP), 2 AND 3. C. IN EXCESS or 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), 2, 3 AND 4. 3. AREAS GRADED I'LATTER THAN 6:1 REQUIRE STANDARD 1 (COVER CROP) \\'ITII TEMPORARY IRRIGATION WHEN THEY HAVE 0:-.JE OR MORE OF TIIE FOLLOWING CONDITIONS: A. SI IEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 M0"1THS or COMPLETION OF ROUGH GRADING D. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY C. IDENTirJED BY THE CITY AS HIGHLY VISABLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDJTIOKS THAT WARRANT IMMEDIATE TR.EA TMENT. PLANTING NOTES / I 1. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH SUBMIT A ffiPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO PREVENT INSTALLATION PER PLA.'<S AND SPECIFICATIONS. CONTRACTOR SHALL NOT MODIFICATION OF THESE SPECIFICATIONS. PROCEED WITH WORK PRIOR TO CLARJFICATION HY LANDSCAPE ARCHITECT OR CITY 9. SHREDDED MULCH INSTALLATION: L'<STALL A 3" LAY!iR OF SHREDDED MULCH IN ALL INSPECTOR. NON-TURF AREAS WI SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLI'sG IRRIGATION COMPLETELY. EQUIPMEKT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND 10. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY SPECIFICATIONS. DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRJOR TO PLANT MATERIALS. SHALL BE EXACT DUPLICATES OF ORJGINAL WORK OR PLANTS, UNLESS OTHERWISE 5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BCT NOT BEFORE APPROVED BY THE LANDSCAPE ARCHITECT. IRRIGATION COVER.AGE TEST NO. 1 HAS BEEN APPROVED, (SEE SPECIFICATIOKS). 11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE 6. PLACE TREES BETWEEN IRRJGA TION HEADS WHEREVER POSSIBLE. MOWSTRJP OR HEADERBOARD AS INDICATED O')l DRAWINGS, 7. L.11NDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT 12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE LOCATIONS APPROVED BY TI-IE LANDSCAPE ARCHITECT OR OWNER'S REP. TIIESE SAMPLES OWNER'S REPRESENTATIVE. SHALL HE TAKEN AT A DEPTH OF 12" AFTER ROUGH GRADING AND SUBMITTED TO AN 13. WEED ABATEMENT: AFTER EARTHWORK, INSTALLATION OF IRRIGATION SYSTEM,AND APPROVED SOIL AND PLANT LABOR./\TORY FOR AGRJCULTURAL SUITABILITY TESTING. THE SOIL PREPARATION, BUT PRIOR TO PLANTING, PERFORM WEED ABATEMENT PROGRAM TO COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID. ALL PLANTING AREAS AS FOLLOWS: 8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL Sl.:PERSEDE THE SOIL PREPARATION 13.A. APPLY SCLFATE OF AMMONIA AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. TO ALL AREAS AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CO',JTRACTOR SHALL TO BE PLANTED. 7 -a I I I 1 ' \ \ ' \ 1 I I I I . ,• ·: ..... . : . . .. ·•. . _. ·: .. \ I ' ' I \ I ' ' I 1 I ' \ I I \ 13.R. KEEP AREA MOIST BY REGULAR IRRJGA TIOK FOR A PERJOD OF TWO (2) WEEKS TO GERMINATE EXISTING WEED SEEDS. I3.C. AT THE liND OF TWO WEEKS, APPLY 'ROUND UP' OR EQUAL SYSTEMIC HICIDE. DO NOT IRRIGATE WITHIN SIX (6) HOURS AFTER APPLICATION. REFER TO MFG. SPECIFICATIONS FOR PERIOD OF TIME REQUJRED FROM TIME OF APPLJCATION TO TIME OF PLANTING, AFTER COMPLETE WEED KILL, REMOVE ALL WEED RESIDUE AND TOP GROWTH AND DISPOSE OF IN A LEGAL MANNER. 13.D. ALL HERBICIDES SHALL BE APPLIED ONLY BY A CALIFORJ,'JA LICE',JSED APPLJCATOR. NO HERBICIDES SHALL BE APPLIED WITHOUT FIRST OBTAINING WRJTTEN APPROVAL FROM THE LANDSCAPE ARCHITECT AND/OR CITY 1:-sSPECTOR. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL PLANT MATERJAL INDICATED ON PLANS. QUANTITIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES ONLY. 15. CARE SHALL BE TAKEN TO AVOID BLOCKING VIEW LINES OF EXISTING RESIDENTIAL LOTS WITH NEW TREE PLANTJ.l(G. 16. TREES WITHIN 6' OF PA VJNG SHALL HA VE ROOT BARRlliRS INSTALLED PERMANUF, SPECIFICATIONS. ROOT BARRIER SHALL BE AMERICAN DRAINAGE 'ROOT HARJCADE' MODEL RB-24 AVAILABLE THRU: ')l])S (800) 726-1994 - 10' 0 r L . / ! I I 1 O' SCALE: 1" = 10' ·- -. I I '\ ------<" , c' V ~ .-----------------~!._ ~ APPROVED F"OR ~ /RR/GA TION AND PLANTING ~ ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. v f -------------------1'" "" RC[ ___ EXP, ___ _ C E ' L V F -----::: DATE C C, U': -------------------1,v REVIEWED BY: C-L la C _____ gc NOTE: ALL SPECIALTY PAVING, IRRIGATION & PLANTING WITHIN THE RIGHT-OF-WAY SHALL BE REMOVED& REPLACED WI PRODUCTION PAVI\IG & LANDSCAPING PRIOR TO PERMANENT OCCUPANCY OF THE l\10DEL HOMES. ~~g1Lu~==~=~µ~LJ~:Kiu\I;jj~::i:M~:jj~:::::::::::::::~:::::+:::::i:::::~~:::=1r.===:::::::=;-::=1N;::s:;PE~c~r~o=R:::;;::;:::::::;::::::;:::==:::::::;=:::::::;-;:D:;A T=E:::::~:s .I ''-"0/.,_.,24-"/13"-+--RJ""--~"'-""j)b""'sS""JG-"-N-'-"AD""JU-"''S,_,_n"-'-,jE"'-N'-"'fSe..' -------+---1---+---+----I ;=I SfH=;EgET==-':I =;~~;::::;;;;~;===~f !;~=!!~ ::....':::I =~1 s~· ,_) 1/1] 1]3 RJ DESJUN ADJUSTMENTS ::: 12102113 RJ DESIGN ADJUSTMENTS PLANNING DIVISION t----,---+-----------------+---+----t----+-----1 LANDSCAPE IMPROVEMENT PLANS FOR: ~ REFER TO SHEET 18 FOR POT LEGEND SJ R ic,JJri,c,rp~ .Jrc/rl1e,·rnre f<1nd p/,11rniriJ;. 3] i26 Rancho \.'i~jo Road I Suite 201 San .luan Capistrano, C:A 92675 TFl ~4~ '16 6\111,jl'AX q497H 6s,1, ,n,w '}'1ll>C.cu1" SCA.I' ' '.-" "" ~~g-~ '-c LA COSTA TOWN SQUARE s RESIDENTIAL -MODELS '-c 1---+--+--------------+---+---+----+----i 'i=I A=PP==R=ov==E=D,=l<t=J=\=y=-.=l:::l=l:41:=. ====,;:,=. r= .... =l"J~I f_· 1------,---+-----------------+---+---+---+-----1 _PLANNING "' DE~:::R 0:1:;~K REVISION DESCRIPTION o:;; APPi;~::~ ~~; APPi;~::~ ;::;~::;;~:;t~D~Bi~~=;=~-:=_====---::;-;==c=p==,.=o=o==Ec==B=-=0=3=. =:::;-;:1 =04=7=w=g=~=2=N~o. ~ l,,..,,..,.,.,m,-s....,.,,,.,,,.,E~•~pir:;!;o~tio~n..ED~o\~•:c==L:=.=.:..=.:...:..:,:..:.i _______________ .J..=~::.:.:.:.::.::.:.J....:..:.:....:.::.:_.=,:.:.::_J..:::::::'.::::'.:'.:::::~~~~~=======:::::'..:====::'.Jc EV_ l ,1 11 l l 11111_ 171?. 11 3' 6' 3' L 6' L l 1 • • ~ -0---1 I 7 , • . • " .... ..;~f----f 5 _, -- • ~ ....., n ,::::,,- • . (6)}----~ 1/ ELEVATION I (i)--\, I 6 \.-_/ LEGEND PLAN VIEW (i) WALL G) FINISH GRADE G) EYFBOLTS: 5/16" DIA. EYEBOLTS (JNSTALL W/ LEAD SHIELDS~ MASOJ\RY WATJ,S) (4) 12 GA. GALV. WIRE: SECCRE VINE TO WIRE WITH NURSERYMAN'S TAPE 0 EYFBOL TS FOR FCTURE USE © ANGLE BACK TO WALL, TRUNK OF VINE, A\fD REMOVE STAKE \VIIILE SECURING VINE TO \VIRES NOTE: A. EPOXY TIES MAY BE USED TO IEMPORJ\RTLY ATTACH SELF CLINGING VINES TO VERTICAL SURFACES. D VINE DETAIL p / " I .,...... 2-.,, rr ::I ' .,I r-r ,~J., ~ LEGEND (j) PALM TRUNK G) FINISH GRADE G) PALM ROOT BALL G) WASHED PLASTER SA"'-ID BACK.flLL 0 NATIVE SOIL @ 3/4" WASlIED CRUSHED AGGREGATE 0 3" MULCH IN PLANTER BED © 8" DIA. X 6' DEEP GRAVEL rILLED SUMP NOTES: :;, .... . -® .....:... A ALL PALMS SHALL BE TRJMMbD & 'llFD PRIOR TO PLANTING, LEA VE TIED 30 DAYS 'v!IN. D. TRIMMED PALM TO HA VE 6-8 FRONDS MAX. C. t.:PON INSTALLATION REPRESENTATIVES OF THE CITY, TJ-lE LANDSCAPE ARCHITECT, AND TIIE LANDSCAPE CONTRACTOR SHALL DETERMINE IF PALMS REQUIRE GUYING D. INSTALL 8" DIA. BY 6' DEEP AUGER SUMP & FILL W/ AGGREGATE H J PALM DETAIL ©- ] l---~ ~---12 LEGEI\D G) STRAW \IA TTING-THOSF AREAS GREATER THA:-1 EXISTING SLOPE. 0 ORIGINAL GRADE ® FERTILIZER TABLETS. APPLICATIOI\ RATE !'LR TABLE, PJ:RAGRO"Oh!IST RECOMMENDA'rJONS. © ROOT CROWi\ TO HE SET 2" -J" AI!OVE ORJGINAL LINE OF SLOPE. G) 3" Bl:J{.M rIGJITL Y CO:\-lPACTED 11\ PLACE TO PORM WATERING BASIN © PLMT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL & EQUAL TO THE DEPTH OF THE ROOTBALL. G) CONTAINER ROOT BALL © BACKFILL MIX PER AURONmHST REPORT "DTE: A. REAR OF PLAI\Tl"G PITS SHALL BE GIUIDLD 1D A MAXJMt:M I: I SLOPE AND SHALL PROTECTED WITH STRAW hlATTING FOR EROSIOI\ CONTROL. SHRUB SLOPE DETAIL C I ◊WIND ...... -' - LEGEND CD CINCH TIE --INSTALL PER INSTRCCTIONS USING (I) STRAP PER SIAKE SF.CllRE IO S JAKE PER MANOF.'S RECOMMENDATIONS. PLACE BELOW BRANCH YOKE OF TREE . G) 8' LODGEPOLE PINE STAKES I ✓~----< 2 .,-----! I G) BREATHER TUBE-SEE DETAIL X, THIS ST-IEF.T © BACKFILL MIX PER SPECIFICATIONS ~---12 ~---14 0 4" BERM FOR TEMPORARY WATERING © MULCH -WHERE APPLICABLE IN PLANTER BJ:DS (j) PLANT PIT: 2 TIMES WlDTI-I OF ROOT BALL ® NATIVE SOIL ® TRLll\1<: GUARD lN TTJRF AREAS @ PLANT TABS PER MANUFACTURERS RECOMENDA TTONS NOTES: A. INSTALL ROOT BARRIERS ON TREES PLANTED WITHlN 5' OF ANY STRUCTURE OR IIARDSCAPE. B. ROOT CRO\VN TO BE SET 2" -3" ABOVE ORIGINAL FINISH GRADE ~---17 (i)MULCH @3" BERM TO FORM DEPRESSED WATERI:',JG BASIN G) PLANT TABS PER MANAFACT!JRJ:R'S RECOMMENDATIONS 0 BACK.FILL MIX PER SPECIFICATIOKS 0 CONTAINJ:R PLANT ROOT BALL © PLANT PIT TO BE I 1/2 TTMES THE WIDTII OF THE ROOT (j) BALL & 6" BELOW THE BOT !OM OF THE ROOT BALL NA TTVE SOIL NOTES: A. CROW:',! OF SIIRUB SHALL BE INSTALLED TO MAINTAIN ONE TO TWO INCIU::S AilOVE ORIGINAL FJNJSl-1 GRADE. TREE STAKING DETAIL B SHRUB PLANTING ~--11 2 1---~ 3 1----~ 12· • 1 1~r111i i l~*w;;;u~ 1 , " " " • " , · , , ,, • • 4L-Q) LEGEND 1'1) HARDSCAl'JNG/1-iliADERBOARD >< I 2) MULCH 3 FNSHGRADE © SHOVEL CUT EDGE 0 COMPACTED NA TTVE SOIL NOTES: A. PRIOR TO PLRCHASE/l'LACEMENT OF THE MCLCII, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. B. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEJ\TD INTO EDGES AT GROUND COVER AREAS. C. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. D. PLACE NO ML:LCH WITHlN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. \/ \/ \I \/ \ \/\/ \/\/ X \/\) I\ --"---- 1/2 X /\ I\ /\ I\ ,.. 1 EQJ;AL 2 I----' LEGEND (i) BACK OF CURB OR EDGE OF PAVING 0 PLANT LOCATIU\f NOTES: A. ALL SHRUBS/GROlJ'.ID COVER TO BE PLANTED AT EQUAL SPACING (TRIA.'.JGULAR) UNLESS OTHERWISE IKDICA TED ON PLANS: SEE LEGEND FOR SPACING RJ:QUIRE'.V[ENTS ;c, INSTALL BREATHER TUBFS ON ALL TREES* PER THF FOLLOWING SCHFDI TT,E: 15 GALLON (l)-3" 24" BOX (2) -3" 36" DOX (2)-4" 48" DOX (3)-4" 60" BOX OR LARGER (4)-4" B & B PALMS (4) · 4" _,,,__1--4--___ -I 8 LEGEND (i) NDS SLOTTED GRATE-PIPE SIZE ATTACI-U::D W/ SS. MACII. SCREWS (2 REQUIRED) G) FINISH GRA.DE 0 DUCT TAPE OVER HOLES WITHIN 6" OF FTNTSH GRADE © RIGID PERFORATED SMOOTHWALL HANCORE PTPE. SEE SCHEDULE FOR SIZE AND '-!UMBER PER PLANT. Q) "DRAINGARD" SOCK 6 BACKFILL MIX PER SPECIFICATIONS >-< 7 ROOTBALL >'-< 8 BREA TI-IER TUilE TO EXTEND TO 6" '--' l' AST FCLL DEPTH OF PT ,ANTING HOLE. A 3 BREATHER TUBE LEGEND (i) WALL, WALK, CURB OR DRIVEWAY EDGE G)DEEP ROOT PANEL JIB-24 G)TREE TRUNK NOTE: A. PANEL IS ONLY REQUIRED WHERE TREES ARE WITHIN 5'-0" OF ANY CONC. WALK, WALL, CURB OR DRIVEWAY. HARDSCJ\PE DJSTANCE FROM TREE (A) 5' 4' 3' 2' I' PAJ\EL LENGTII (l\UN.) CENTER WI TREE TRUNK (R) 10' 13' 14' 15' 16' . G MULCH DETAIL F GROUND COVER DETAIL E ROOT BARRIER I LEGEND (i) STRAW MA TTlNG-THOSE AREAS GREATER THAN EXISTING SLOPE G)MAJNTRUNK 0 No. 1 OH TACK STRAP TREE TIE --INSTALL PER INSTRt:CTIONS USJ'-IG TWO STRAPS PER STAKE. SECURE TO STAKE PER MA."\11.JF.'S MAl\JUF .'S RECOMhlENDA TJO'lS PLACE BELOW BR~'-ICH YOKE OF TREE. G) LODGE POLE PINE STAKES-(I) FOR 5 GAL, (2) FOR 15 GAL & 24" BOX 0 WATER BASIN © PLANT PIT TO RF 2 Tl~IES THE WIDTH OF THE ROOT BALL & EQUAL TO THF DEPTH OF Tl1E ROOTBALL G) CONTAJNER ROOT RALL ® BACKFILL J\.11X Pi-::R AGRONOJ\llSTREPORT ® ROOT CROWN AT ORIGINf.J. LINE OF SLOPE. @FERTll.lZFR TABLETS. APPLICATION RATE PER T,\BLE, PER AGRONO\llST REC0\1MENDATIONS. KOTE: A. INSTALL STAKES 12" FR0\1 TREE TRUNK R REAR OF PL\NTING PITS SHALL BE GRADED TOA MAXlh!UM 1:1 SLOPE AND SHALL PROTECTED WJTH STRAW MATTING FOR EROSION COI\TROL. TREE SLOPE DETAIL SJR lnndicupe <1rcl111cc-u,r·e Jc,,,,J p/,l.'lJ/1 rJg 31726 Rnncho Viejo Roud I Suite 201 San ~uan C'i!pi~tnillo, (' A 92675 1EL~19l'i6 o01D ~-~.\~HP~ 6l~5 11·11·w.•J"'"c ~,Jm Expiroiion Date: ~v 10/31 I":: I 111'.I 12/2/13 1D' 0 ~-1 10· 3o•E 1--•1---I~ SCALE: 1" = 1 O' ~ " -----------------~ APPRO V[D F"OR ~ C //-?/-?/GA TION AND PLANTING ~ f-v ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING AREA. ~ 1-------------------'·~ RCE __ _ EXP, ___ _ DATE REVIEWED BY: -----IC ,----,r----r-...----------------,--,---r---r--r----'-_;;.;1_Nc::S_;;.;P_E'::_C'::_T"'O_'-'-R..=..=..=..=..=_-_-_-_-_-_-_-_-_-_-_-_-_-:-"'D_A...;TE;.....=-l~8 l0124/13 RJ /f\ DESIGNADJUST:VIENTS cm CITY OF CARLSBAD LfflH2EE2Ts ~IC_, 11111/13 --""RJ'--f-'ft,s,,? ._D.,.,Fcc.Se..,IG"-,N~A=DJU=S~T=\,t=EN~T=S _______ ----1 __ ---J-_ ----i-----1-----1 1 :-" PLANNING DIVISION 12/02/13 RJ n, DESIGN AD.llJST\lENTS -+----11------1 LANDSCAPE IMP~OVE:'>lENT PLANS FDR: LA COSTA TOWN SQUARE RESIDENTIAL -MODELS ~ ~ - DATE INlllAL DESIGNER OF WORK REVISION DESCRIPTION c --1--'---1~A=PP=R=cv=E=o:=1✓.= .. ~~)=~=-=~=,\-=,,=~=====~~ -l-------------------1i------t--v...X _ '-\" tc--1 ~ TI ['Z,· J Z.-1 ~-~ +---1---1------1 PLANNING v :::::===:=:==~=======;-;:=~===:< __ ,___-+----I DWN BY: I PROJECT NO. I D4RA7W51N_G2NNO. ~,,·"•, DAT[ INlllAI DATE INITIAL CHKD BY; ---CT 08 03 . CTHER APPROVAL CITY APPROVAL RVWD BY: -i" PART A PLA:',;TING 1.0 SCOPE JUE WORK OF THIS SECTIOJ\ 11\'CLUDES ALL LABOR. .tvlATERJALS AJ\D EQCIPME?\lT REQUIRED TO COMPLETE \\'ORK INDICATED ON THF DRA WJ\;GS TllE WORK SHALL BE PERFORMED IK ACCORDAl\CE WITH Tl-IF RF.ST STANDARDS OF PRACTICJ.:: RELA.TNG TO TJIE VARIOUS TRAD[S AND UNDER TIIE CONTINUOUS SUP.ER\IISJON OF A C'OMPFTFNT FOREMAN, CArAOLI Of IKT[RPR.I:TING Tl IE DRAWINGS ANU n !ESE SPECJHCATJONS. THE WORK l\'l'Ll.JDED J~ THIS SECTJOJ\ IS AS FOLLO\VS: FINISH GRADING FORPLAJ\'Tll\'G, SOIL PREPARATION. FERTILIZATIOJ\': PLANTING U<CLt:Dl:'\G LA\\.'N; MAINTEJ\'ANCE; INSPECTION AND CERTJFICATJOJ\'S; GUAR.AJ'\TEES; CLEAJ\'-IJP; ST At-.:ING, GL'YNG AND ESPi\LIERIJ\'G; MJSCELU\.l\EOl_'.S AlLOWANC'FS. 2.0 APPROVALS A. ALL lRRJGATIOK WORK SHALL BE JJ\'SPECTED AJ\D A?PROVED BY TIIE LANDSCAPE ARCHITECT IN WR1Tll\'G PRIOR TO THE ST ART OF ANY PLAJ\TING. B. PRIOR TO EXCAVATION FOR PU\.KTING OR PLArJNG OF STAKES, LOCATE ALL L'TILITIIS, Fl FC'TRIC CABLES, CONDCITS, lRRIGATION Ul\ES, HEADS, VAL VIS AND VAL VE COI\TROL WIRES, AND ALL UTILJTY LINES so THA r PROPER PRECAUTIOJ\S .tv!AY BE TAK.El\' NOT TO DMMGE SUCH Hv1PROVE!vlENTS. IN THE EVENT OF A COJ\"'FLICT BETWEE~ SCCl-:l LINES Al\D PLANT LOCATIOJ\S, PROMPTLY NOTIFY LANDSCAPE ARCI fITECT WHO SHALL ARRA.>JGE FOR RELOCATIOK FOR OJ\.'E OR THE OTHER. FJ\ILCRE TO FOT.l.OW THIS PROCFDlIRF Pl ACFS UPON COl\TRACTOR THE RESPONSlBlLITY FOR, AT H.IS OWN EXPENSE, MAKING AJ\Y AND ALL RLPAIRS FOR DAJ\,1AGLS H.LSUL 111\G HWM rns WORK 3.0 QVANTITJES AND TYPES PLANT MATERJALS SHALL BE FUR.};"JSHED IN THE QCANTITIES AND/OR SPArn<G AS 511O\VN OR NOTED FOR EAO-l LOfATJON, AND SHAU. RF OF Tiff SPECIES, KJKDS, SI.Zl.:::S, 1..::TC., AS S':i1'v1BOLJZED AND/OR UU,CRlilED rn THE "PLAJ\l MATERJAL LEGEND" OJ\ THE DR.A \VINGS, TI IE LANDSCAPE ARCHJTECT HAS PREPARED QUAJ\TITIES ONLY AS A COI\VEJ\IENCE TO CONTRACTOR AKDASSlJMES NO RESPONSIBILITY FOR ITS ACCURACY, THE LANDSCAPE CONTRACTOR IS TO VERJFY ALL SIZES AND QL'ANTITIES. CONTR..A.CTOR SHALL BE RESPO;\SIBLE FOR IKSTAlLATlON OF ALL PLANT MATERIALS AT THE SPAC'TNG f"DICATLD OK Tl-IF. PLAI\TING r .F.GEl\D. 4.0 \IER.IFICATJOJ\ OF DIMENSIONS AND QUANTITIES DIME~SIOKS ARE APPROXl\1ATE. BEFORE PROCEEDING WITH ANY WORK, COKTRACTOR SHALL VERIFY ALL Dll\·1ENSIONS AJ'..'D QVANTITIES AND Sl-IALL IMMEDIATELY INFOR..\11 LAKDSCAPE ARCHITECT, OR OV.'NER'S REPRESEJ\:TATIVE OF AJ\Y DISC'REPANrff.S RFTW[Eh' Tl-IF. ORA WINGS AND/OR SPEC'IFJr:ATIO~S A ~D ACTUAi. SITE CONDITIO\JS. NO WORK SHALL UL:: UOh'L JJ\: ANY AREA WllLJ{E THERE IS SUCH A DISCREPANCY UNTJL APPROVAL IIAS BEEN GIVEN BY THE LANDSCAPE ARCIIITECT. 5.0 ORSF.RV.'\TJON / CERTIFJr:A TIOK A ALL OBSLRVATIONS SHALL U[ Mi\DL UY 'JUL LANUSCAPI..::. ARCJIJTECT AND OWi\ER'S REPRESEKT ATIVE. COJ\TRACTOR SHALL REQUEST INSPECTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE Tll\·1E NSPECT[ON IS REQUESTED. B. QUALITY CONTROL OBSERVATION SEQCENCES ARE AS FOLLOWS, B.1 TESTING OF MAIN LNE PRIOR TO BAC.I..::Flllil\G: 150 PSl FOR 4 HOURS CE!\TU{ rILU!'JG Of MAIK LIKE SIIALL BE ALLO\VED. B.2. IRRlGATIOi\ COVER.AGE TEST PRIOR TO PLANTING, BET AFTER FINISH GRADJ)JG B.3. PLA!\T DELIVERY APPROVAL INCLUDING LINERS, FLATS, CONTAINER PLA. '\TS AKD BOXED PLAJo-:TS. R.4 PLANT PIT LOCAT!Ol\S, DEPTHS, ANO RACKFJl .L MIX, INCLUDTJ\G LA\VN AREAS AKD COJ\STRUCTJOJ',; ITl..::.MS PRIOR TO PLANTI}..G. B.5. COVER.A.GE TEST AFTER PLANTING, BUT BEFORE THE MAINTENA"-\CE PERIOD JNCLCDING CONTROLLER SEQUENCIKG. 8.6. COVER.A.GE TEST A TEND OF MAf.\'TENA:--;CE PERJOD JNCLCDING CONTROLLER SEQt:ENCING. TUI..:. LA.NJJSCAPb ARl'IIJTEC"l RESERVES 'l'llE RJGIJT TO WAJVE, SIIURTEN OR LENGTHEl\' EACH COls.'TROLLER STATION OPERATIO:\' DURIKG I-HS OBSERVATIO!\ VISITS. MIX BACKFJLL IN ONE CENTRAL LOCATION KOT AT EACH PLA;\'T SITE UNLESS OTHER WISE APPROVED. A SITE SHALL BE PRE-SELECTED BY O\VNER FOR STORAClE OF IRRIGATJOK F.Qt:IPl\11]\J IN CONT AT}.:rRS. onSERVATIOK REPORTS SHALL n:c MADE FOR EACH VISIT BY TIIE LAKDSCAPE ARCIIITECT Al\TI 01\'E COPY EACH SHALL BE SUBrvmTCD '] U TIJE OV./NER AND CONTRACTOR. C. WHERE CONTRACTOR FAILS TO KOTU'Y THE LANDSCAPE ARCHITECT FOR Tl IE ABOVE OBSERVATION/APPROVAL PURPOSES WHEN JOB CER TIFICA TIOK IS REQlJIRED BY A LOCA.l AGENCY, THF CONTRArTOR SI-IAT J RF.MA 11',; SOI .FLY RESPOJ\"SIBLE TO PROVE THE JOB CERTTFIAilLE TO THE LA. '\1DSCAJ'E ARCHITECT, INCLUDING Tl IE LANDSCAPE ARCHITECT'S TIME AND EXPENSES TO BE BILLED AT A RA TE OF $75.00/IIR..IN TI-IE EVENT CO~TR.ACTOR IS NOT READY FOR OBSERVATION AT THE AGREED UPOK SCIIEDVLED T[ME, TIIE LOKTRACTOR SHA.LL BE RESPONSIBLE FOR ALL EXPEKSF.S NC't:RRFD RY TIIE LAKDSCAPE ARCIIITECT A]'.;D/OR OTIIER COKSCLTANTS AT A RATL OF $75.00/l:IR PORTAL "J"O POR"J"AL. D. PROVIDE TifE FOLLO\VlNG EXTRA EQUIP!\·1El\'T TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR FINAL APPROVAL PRIOR TO THE START OF MAINTENA.l\CE. D.1, SIX POP-LP BODIES A_'-:D FOUR OF EACH TYPE OF r.OZZLE REQUIRED. D.2 TWO KEYS FOR COJ\TROLLER DOOR 0.3 TWO KFYS FOR E"JlLOSl:RE LOCK U.4, l·'OLR (JLJJCK COUPLER KEYS A.NU 11OSl:. S\VJVELS, D.5. CERTIFICATIOKS. PRIOR TO START OF MAJNTEKAi\CE ~7RITTEN CERTIFICATIOKS SHALL BE SUBMITTED TO THE LAKDSCAPE ARCIITTECT FOR TIIE FOLLOWI~G D.5.1. QCAKTJTY AND QUALITY or CO!vJll.1ERCIAL FERTILIZER MD ORGAKIC FERTILIZER D.5.2. QCAKTITY AND QUALITY OF ALL SOTl AMINDMCNTS CALLEO J"OR BY PLA'\'S AND SPECIFJCATIOJ\S. 6.0 MATERJJ\LS PLANT MATERIALS T1\"DICATED ON THE ORA WIK GS A"'\D HERE[}.; SPELJFJED SHALL COJ\:"'FORM TO Tl IE f-01_,LOWTKG: A :-.JUM_ENCLATLRE-PlAJ'\T .'\A._\1.LS I.r.:UJl'ATED UN 'JJ IE DR.A WINUS CUNFOR..\1 TO "STANDARD PLAN"J NAM.LS" ISTADLlSJJLUBY lHE AMLRICAN JOJ!\"l COMMITTEE Oh' HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN, THE ESTABLISHED CCSTOM OF 11-lE NURSERY IS FOLLOWED, B. COl\DITION -Pl.Al\"TS SHALL BE SYM!\1ETRlCA.L. TYPICAL FOR VARIETY AND SPECIES, SOUND, HEAT THY, VJGOROIJS, FREE FROM PLANT D!',EASE. lNSEf'T PESTS, OR TJ-ff!R EGUS, AND SHALL HA \IL llLAUU Y, hORMAl ROOT SYSTUvlS, WELL l;JLL!Nli ll IEJR CONT AII\ERS, BUT NOT TO TIIE POINT OF BEING ROOT BOUND. PLANTS SHALL KOT BE PRUNED PRIOR TO DELJVERY, EXCEPT AS AUTJIORIZED BY LA\'DSCAPE ARCHITECT Il\" :-JO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. r:. DIME\1SIOl\"S -Tl-IF HEIGHT Al\"D SPREAD OF ALL PLANT MATERIAL SHALL BE M.CASUlU:D WffllURANCIIES IN TllEIR.r.:OR..\,fAL POSITlON, AND SilAlL UL AS INDICATED ON THE DR.A W1NUS, THE CALlPER OF A.LL TREES SHALL BE MEASLRED 6" ABOVE T!IE SURFACE OF THE GROUND. WHERE CALlPER OR OTHER DIMENSIONS OF Al\"Y PLANT MATERJALS ARE OMITTED FRO\-1 Tim "PLANT LEGE;\D: JT SHALL BE UNDERSTOOD THAT THESE PLAKT MATERIALS SHALL BE NORMAL 'Al\-fERJCAN °'u'RSERYME"l' STOCK FOR TYPE LISTED. D. INSPECTION -ALL PLANT MATERIALS \ill ST HAVE BEEt-: PREVIOl'.SL Y INSPECTED AT THE NURSERY BY A STATE OR COU'J\TY HORTICULTURAL DEPA.RTMEKT, AND SHALL BE SUBJECT TO Tl-IE INSPECTION Al\"D APPROV J\L OF THE LA"-JDSCAPE ARCIIITEC'T BEFORF PLAJ\"TING. E. Pl .Al\"T I .TST-JS T'\THCATFD 01\ DRAV..,.11\"GS AND l .F.GE\JD F. SIZES or PLANTS. SIIALL BE AS STAT[D ON TJIE LEGEhTI. PlAJ\T SIZES SJJALL MEET THE "AMERICAN STANDARD FOR l-<'L'RSERY STOCK" AN.SJ. Z 60.1 • 1996 G. SUBSTITUTIONS • SUBST!TcTIONS FOR THE Il'DICATED PLANT H MATERIAT.S wn.L RE PERMITTED PROVJDED TITE sr;BSTITI:TE MATER] Al.SARE APPROVI:D IN ADVAJ\'CE DY TIIT. LANDSCAPE ARCillTECT, Al\D TII.E SL.:IlSTITUTIOJ\:S AIU:. MADE AT l\"O AUDJTJONAL COST TO OWNER. EXC.l.:P"I J,OR AUTHORIZED VARIATIO:-JS, ALL SCBSTITUTE PLANT MATERIALS SIIALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIOK. IF THE ACCEPTED SlJBSTITCTE MATERIALS ARE OF A 1 F.SSER VAUiE THAN THOSE lNDTC:ATED OR SPErlFIED. Tl-IE rO-'\"TRACT PRICE \\1lLL BE ADJL'STED 1N ACCORDA'\JCE WITH THE PROVISJOJ\:S OF THE CONTRACT. I. PLANTS NOT APPROVED-PLA.'.\"JS NO"l APPROV.EU ARE ·10 .B.E H.L.tvlOVEU FROM TIJE SJTE J\,f\1EDIATELY Al\"D RE?LACED \\'!TI-I SUITABLE PLANTS. Tiffi O'WNER OR LAND. ARCH. RESERVES THE RIGHT TO REJECT El\"TIRE LOTS OF PLANTS REPRESEi\TED BY DEFECTJVE SA\1PLES. 7.0 FERTILIZERS Al'D SOIL CONDITIONS [FOR 3ID PU!u"OSES ONLY) SJ\\1PLES OF AI J, SOJL AIVJEJ\'DME"-JTS, SOD AND PLANTS SIJALL BE SUBMITTED FOR !NS PF.CT ION Al\D STORLlJ ON SJTL UN J1L Tl lE FL'RNISHI~G OF MATERIALS IS COJViPLETED. DELIVERY MAY BEGJJ\" UPOJ\" APPROVAL OF SAMPLES BY LANDSCAPE ARCHJTECT. A ORGANIC FERTILIZI:J{ MAY BC PROCESSED SEWAGE SLUDGE \VITI"l A l\HNIMUJ\11 COJ\"TE?-JT OF 1% NITROGEl\ Al\D 2% PHOSPHORIC ACID SIMILAR TO ''l\ITRO-HUMl:s"'. METHOD OF PROCESSING SHALL NOT DESTROY KORMAL BACTERIA.L CONTEl\'T B. "-JJTROGEN STABILIZED SNNDUST SHALT RF AL'LK, WJTI-1 THE FOLLOWIJ\'G KITROGL::N C'O"JTE:":T BASFD OJ\ DRY WEIGHT: D.1 0.5%FORREDWOODSA'A1DLSf .l:U 0.7% FOR FIR SA\VDCST B.3 1.0% FOR BARK OR PI!\E BARK OR MIXTCRE B.4 SALINITY -THE S/\ TUR.1\TIOK' EXTRACT COJ\DUCTIVITY SHA l .la NOT FXCFFD 3 5 MILLIOI-IMS/C'M AT 25 DFGREES C. C COM\.fERCIAL FERTILIZER SIIALL UI DLLJVERED lt\ SACKS OR CON"TAfN'ERS WITH THE MANUFACTUR.I::J{':S LABEL SIJOWL\JG WEIGHT AND ANAL \'SIS ATTACIIED TO EACH SACK OR CONT A1NER. 9.0 STAKD\'G \1ATERI.J\.LS A A. TREE STAKING SHALL IlE AS PER UFJ AILS U. 'J ILS l·OR llOLUlNG TREES SHALL BE AS PER DET AJLS. C. TREE GL;YING SHALL BE AS PER DETAILS I0.0 GRADING AND SOIL PREPARATrO:": A COKTRAlTOR TS TOFfNISII GRAD[ TO Wll"llJN 1/llJTH OF A FOOT BELOW Tl IE TOP OF PAVI:'JG WIILRL PA\/1\'G EXISTS P~R DETAILS. B. MUISTL'RE COKTENT -THE SOJLS SHALL NOT BE WORMD WHEN THE MOISTCRE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTIOJ\" WILL OCCUR; AND NOT WHFN IT JS SO DRY THAT Dt:ST WILL FOR\1 ll\ THE AIR OR THAT C'IDDS Wll..I, NOT BREAK READILY. WATER SHALL BE APPLIED JF '\'F.CFSSARY TO PROV JUL:: JDl..::.AL MUISTL'RE C'ONTIC:l\'T FOR TH .1 f\TG FOR PLANTING. C. 1-'Rl.:LlMlNAH .. Y GRWJNU -PRELI/Vlll\ARY GRADING SHALL BE DOJ\1E IN SCCH A MANNER AS TO ANTICIPATE THE FINISH GRADJNG. EXCESS SOILS SHALL BE REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER Al\"D B.A.RK WHERE SOIL IS TO BE REPLACED BY PLANTS AND BARK, ALLOWAJ\CE SHALL RF. MADF. SO TTIAT WJil.:N FTh'ISI-J GRADING HAS BEGCN, TITERE SHALL BE J\O DEFif'IEl\'rY IN THF SPECIFIED DEPTH OF BARK TN PLANTING BEDS. D 'NEEDING-BEFORE Al\U DURING Pl-tElt\11NARY A:'\JD FINISH GRADING, ALL \\i'EEDS Al\TI URASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE (EXCEPT THOSE WEEDS AND GRASSES l\OT OF THE PERENNV\L TYPE, LESS THAN 2-1,12" 1-l!GH A.ND NOT BEARING SEEDS, WHICH MAY BE TTJR\:ED IJNDFR). OATS MOU.I: THAN 2-1/2" lllUH AND NOT BEARING SFFDS MAY RE TURNED UNlJL::R. PERL::Nl\IAL WEEDS AND OR.ASSES TO BE RDvlO\IED ll\CLUDI..::. BLIT ARE NOT LIMITED TO, THE FOLLOWJNG: Nt:T GRASS, PUl\'CTt..:RE VINE, DALLAS OR.ASS, MCSTARD PLAJ\T, ST. AUGUSTINE GRASS, ALFALFA, JOI-0\SON GRASS, WIRE WEED, MORNJ'.\'G GLORY, BER\1t..:DA GR.ASS. PRIOR TO PLANTING, A GRANULAR PRE-EMERGEJ\T, NOK-';ELFCTJVF 1-lFRBJCTDI SIi.A.LL TIE APPLIED ACCORDING TOM I\NJ.;F AC'TURLR'S RECONTh-11..:::NDAlIOl\"S. I 1.0 SOIL CONDITIO:'.\ERS A!\D SOIL TESTING A. UNLESS OTHER\VISE Th'STRCCTED BY AN AGROl\OlVJY REPORT (SEE PLAN), 17': Al 1. PLANTING AREAS THE FOLLOWIJ\'G APPLICATIO"N SHA! .I RE MADE Pill 1,000 SQUARE FEET OF AREA AND SH Al ,J RF THOROUGJ IL Y CULTIVATED l"'.'\ TWO D:lU::(TlONS 11\"J"O TIIE TOP 6" OF SOJL, AND TIIE AREA WATERED DO'vi'N: A.I. 5 CU YDS. NITROLIZED WOOD SHAVINGS A.2. 150 LES. GROW POWER PLUS FERTILIZER A 3. JOO LBS. AG. GYPScM A.4. 10 LBS. SOTL Sl.TT.Fl~R A.5. 20 LDS. !RO!\ SULFATE B. UNLESS OTHERWISE Ii\STRUCTED BY AN AGROl\"OMY REPORT. PREPARE SOIL MIX FOR BACKFILL II\ PITS FOR TREES, SHRUBS AND Vll\ES. OTIIER THAN AZALEAS, FERNS AND PALMS, AS FOLLOWS: (AMOUJ\"T/CUBIC Y,\RD) B.1. 2/3 YD. SC:RFF.NFD SITE SOIL D.2. 1/3 YD. l\ITROLIZED WOOD SHAVINGS B.3. 15 LBS. GROW POWER CO:\"TROLLED RELEASE FERTILIZER B.4. JO LBS, AG GYPSCM B.5. I LB. SOIL SULFL'R B.6. 2 LBS. IROK Sl;LFATE B.7 PLANTI:\'G PITS SHA.LL BE PER DETAILS. C. PRI:PARI: SOIL MlX lOl-1. BACK !·ILL JN PJTS FOR AZALEAS, CAMELLIAS, FERNS AND OTHER PLA~TS (AS SPECIFIED) AS FOLLOWS: C.1. l!3WJ\.SIJEDPLASTERSAKD C.2. 1/3 CANADlAN PFAT MOSS C.3. 1/3 LOM1JTL UR FOREST IJL'Mt:S D. BACKFILL MIX FOR PAL\.fS SHALL EE WASHED PLASTER SAND. (REFER TO DETAIL) E TIIE PREPARED SOIL SH.A.LL BE GNIFORJ\1LY BLENDED IN A;\ AREA ADJACENT TO THE PLANTING WORK Al\'D SHALL BE ACCt:RATEL Y PROPORTIONED CSIJ\"G A SUITABLE MEASUR.IKG COKTA.D\tR CKUSED EXCAVATED SOIL SHALL BF REMOVED FRO\!! SITE PROTECT THE M[X FROM WATER I;KTll lT HAS BFFK PLACED 1.1'\ ilACKHLL ARULND Pl.ANTS. 1·. SOJLS 'J'ESTINU-TllE CONTRACTOR SH.ALL HAVE AGRONOMIC SOILS TESTS PERFORMED BY AN APPROVED SOILS TESTIKG LABORATORY AT THE FOLLOW!l'G TIMES F.l. CPON COMPLETIOl\ OF ROLGH GRAD!l\"G, Dt:RING lNSTALLATJOl\" OF IRRIGATION SYSTEM AND PRIOR TO Al'\Y PLA:\""TT'WT F.2. AFTER APPlJ(ATlOt-,,· Of RFCOM\.fEJ\"DED SOJL CONU1'11ONERS (PER FIRST SOILS TEST) AJ\D PLANlJNG llL'J PR1UR TO BEUINNJ:-.JG OF MAIJ.-JEJ\Al\CE PERIOD. CONTRACTOR SHALL l:\iCLL'DE PRICE OF SOILS TESTS IN BID. 12.0 FINISH GRADING WHEJ\ PRELIMINARY GRAUJNG, (lNCLU:JlNU WEEDJNG ANDFERTJUZJNG) HAS BEEN COMPLETED A'J\D THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, ALL LA \VN AND PL.A . .l\"l!NG AJU.::AS SIIALL BE URADED TO THE ELEVATJOJ\S Il\DICATED 0:\" THE DRAWINGS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFOI'-\1 LEVELS OR SLOPES BETV/EEi\ POI!\TS WHERE ELEVA TIO NS ARE GIVEN. M1KOR ADJlJSTI1ENTS OF FJKISH GRADES SHALL BE MADE AT THE DIRElTIOK OF THF l .AKDSCAPE ARCllITECT. AT NO ADDJTIONAJ. COST TO OWNf.R. Fl'\JISH GR.ADE SHALL BE A SMOOTH, EVEN Ah'D Ci\JFORM PLAl\'E WITHOCT .ABRCPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO BULDINGS SHALL BE GRADED {2% MN.) TO ALLOW A NATURA!. RUN-OFF OF WATER, AND SURFACE DRAINAGE SHAT .I RF DITT:FCTED AS INDJCATED ON Tl-IF DRAWINGS AY RF-GRADIKG SCRFACES TOfACILlTATE TIJE ~ATt..:RAL "RCN~~Ol·}" 01· WA'lLR. GRADJNU SIJALL BE OO1\E WHEN SOIL JS AT OPTI!vfCM MUISTCRE CONTENT FOR WORKING. 13 0 METHOD OF PLA'\JTJNG AND WORK PROCEDLRE A. l\"O PLAJ\TING SHALL BE DO"-JE UNTIL ALL OPER..A.TlOJ\S IK f'O!'\JlJt-,,:lTIOJ\"' WITH TT-lf, J1\'ST Al .1.ATION OF THF. SPRJNJ~l .ER SYSTEM IIA VE DEEN COMPLETED, FIKAL GRADES HA VE BEEK ESTABLISHED, THE PLANTING AREAS HAVE BEEi\ PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT B THE RELATIVE POSITION OF ALL TREES Al\'D PLA"!\TS JS SIJRJFCT TO APPROVAL BY I ,A:'\DSC APE ARCIIITECT AND OVlNER., AND THEY SHALL, !F '\JECESSARY, U[ RELOCATED AS DIRECTED AS PART OF THE CO-"'IRA.L'T, C ALL PLANTS SHALL BE REMOVED FROM THEIR CONTAINER AKD SET SO THAT, WHEN SETTLED, THEY BEAR THE SAJ\,1E RELATION TO TIIE REQUIRED GRADE THAT THEY BORE TO THE NATt..:RAL GRADE BEFORE BEING TRANSPLANTED. EAf'H PLANT SHALL BF PLA.'\JTED 1N THE CEI\TER OF THE PIT AND BACKFILLED UNLESS OTJIERWJSI SP.EC!fl.EJJ, WJTJJ THE PIU:.PARJ:D SOJL. \10 SOIL IN MUDDY CONDITION SHALL BE USED FOR BACKFJLLING. NO FILLING WILL BE PERlvUTTED AROL7'.Tl) TRCNKS OR STEMS. ALL BROKEK OR FRAYED ROOTS SHALL BE PROPERL y cur OFF. D. LANDSCAPE ARCHITECT SHALL ,\P?ROVE THE PLACING i\J\"D PLANT!l\"G OF ALL PLANTS. E. (l\" THE EVBiT THAT CNDERGROUND CONSTRUCTION WORK OR OBSTRl ;cTJONS ARE EK COUNTERED IN THE PLAJ\"TING OPERA TIOK, AL TERNA TE LOCAl'lONS l·OR PLANT MATER1AL WILL il.L SLLECTLUBY l"JJE LANDSCAPE ARCH.ITECT, AND PlAKTING COMPLETED AT NO EXTRA COST TO O\VNER. 14 .0 PL,\J\'TJNG OF TREES A. POSITIOK PLAJ\TS IN PLAJ\"T LOCI\ TIONS INDICATED ON DRAWINGS AND SECURE APPROVAL BEFORE EXCAVATING PITS, MAKING "NElESS ARY A DJUSTML\JTS AS INDICATED. H. ALL PITS FOR TREES SHALL BE DUG SQUARE WITH BOTTOMS LEVEL, THE LENGTH OF SIDES AND DEPTII EQUAL TO ONE Al\"D O-.JE-H,\LF TIJ\.1ES TJIE DIAMETER OF THE TREE BALL COI\IPACTED SOILS AT SIDES AND BOTTO:\1S SHALL BE LOOSEJ\ED BY SCARlFYIJ\'G OR OTIIER APPROVED 1/fF.Tl-lOD PITS SHAT .I fl[ DACK_HLLEU wrn I "PRF.PARFO SOIL" TO TIIEIR REQUlRED GRAUE, AND TJlE BALANCE OF THE PIT FILLED WJTU "PREPARED SOIL", TI-lOROUGHL Y SETilED BY WATER APPLICAT10N. (REFER TO PLANTING DETAILS AND SPACING DETAILS) C. SET PLAl\"TS IN CENTER OF PIT, TN A VERTICAi. POSITION so TI-IAT CRO\\::-J or DALL WllJ. AF I F.VFL WITil fIKISII GRAUL AFJLR ALLUWJNG l·OR WATERING AND SETTLING A"JD SI-IATJ. RF.AR THF SA\1T. RILATJONS111P TO"Jll..E Hl\JSJJ URADE THAT IT DID TO THE SOIL SLIRl-ACL l\l TJJE CONTAINER. D. PREP ARE DEPRESSED WATER BASIJ\' AS WIDE AS ?LANT BALLS AT EACH PLANT. WATER THOROUGHLY, BACKFILLNG ANY VOIDS WITH ADDITIONAL PREPARED PLAJ\'TING MIX. 15.0 PI.Al\"TTNG VThTS, SI IR.CDS AND GJlOt..:NUCOVLRS A. \11.!\:.t.:S AJ\."D SHRUBS SHALL BE PLANTED PER DETAILS. COMPACTED SOIL AT BOTTOM OF PJT SHALL BE LOOSENED A:\'D THE PIT FILLED WJTH "PREPARED SOIL" TO THE BOTTOYI OF TIIE BALL. WHEN THE PLANT HAS BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO TIJE REQCIRED GRADE BEEN PR.OPERL Y SET, TIJE PIT Sl-lAl.l, RF. FILLED TO THE REQL'lRED GRADE WIT!-1 "PRF.PARF.D SOTI,'' AND TIJOROUGIILY SETTLED DY TAMPl1\"G. (REf"[R TO PLAJ\"TIJ\G DL::TAJLSJ B. PJU:.PARE A DEPRESSED WATER BASIN AS \\'IDE AS PLAKT PlTS AT EACH PLANT. WATER TI-lOROUGHL Y, BACKFILL!l\"G A\'Y VOIDS \\'ITH ADDITIONAL PREPARED PLANTING MIX. C. GROUND COVERS C.l. PITS FOR FLAT SIZED PLAKTS TO RF. AT LEAST 4" X 4'' X 4''. GROL'"KD CO\IIR AREAS SI-IA I _J. RF MOISTF:\T::D PRIOR TO PLAKTING. NO HATTED LINER, OR POTTED PLAN rs SIJALL BE PLANTED 1N DRY SOIL. C.2 SET PLANTS Il\ CEJ\TER OF PITS SO THAT CROWN OF PLA1'.'T WlLL BE LEVEL \\1ITH Fll\'ISHED GRADE AFTER SETTLI!\G OF SOIL, THEN BACKFILL A~D WATER (REFER TO SPACING DETAIL) C.3 FLATTED PLANTS SHALL BE WElJ ROOTF.D WITH RLl'Jl\"ERS AT LEAST 4" DL:T l\'OT \10RF. THAl\' 11" Tl\" l.E"-JGTII. 16.0 TREES OCCL'RRING IK LA~TN A TREES OCCURRING f\ LA WK SHALL BE PLANTED BEFORE FINAL PREPARATION OF THOSE AREAS B. ALL TREES SHALL BE fNST ALLED WITH RARK PROTECTTON D[\'ICES AT 17.0 CARE OF PLANTS BEFORI:: ANU DUIUNU PLA:"JllNO A PLAJ\'TS SHALL NOT BE ALLO\\'ED TO DRY our BEFORE OR \VHJLE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDL'.ST, PEJ\.T MOSS OR BURLAP J\.T A.LL Tllv1ES DL'RJNG PLANTING OPERATJONS. DO NOT F.XPOSF. ROOTS TO TJIEATR EXrEPT WHTT F RETKG PLACED TN TilL GROLND, WILTED PLANTS IN OR OUT OF CONTAINERS, WILL NO BE ACClP'JL::U AND SHALL HE REPLACED AT THE COl\TRACTOR'S EXPCNSE B. EXISTTKG PLAKTS. V.1HERE ll\DICATED, SHALL BE PROTECTED lN PLACE. DAMAGED, OR DESTROYED PLA'J\TS SHALL BE REPLACED JN DUPLICATE SJZE BY THF. C'O"\JTRAlTOR WITHIK 48 HOURS AFTER NOTIFICA TIOl\' BY THF. OWl\ffR'S REPRESENTATl\lE. 18.0 SODDED LA\\IN A CLL TIVATE ALL LA \VN AREAS TO A DEPTH OF 12". ROCKS A:'\D DEBRIS L'\.RGER THAN J" IN DIAMETER WHICH ARE BR.OUGHT TO TIIE SCRFACE BY CULTIVATIO""J SHA.LL BE REMOVED FROM THF. SITF. TF C'L'T .TTVATIOK DOES NOT BREAJ( LUJ',1PS, A SPIKE TOOTH HARROW SHALL BE PCLLED BEIIIi\D A MI:CIIAKICAL S[EDLR OR TRACTOR. B. AREAS TO BE PLAJ\TELJ J:--i SOD Sl:!ALL BE FlhlSl-:lED SMOOTH TO PRESEJ\T A NEAT AND CNIFORlvl GRADE PRIOR TO INST ALLATI0:!\1. THE LA\VN BED SHALL BE INSPECTED Ai\D APPROVED BY THE LA~DSCAPE ARCHITECT BEFORE SODDING. C. /\.11 SODDED /\REAS SHALL BE THOROUGHLY WATERED, FERTILIZED, A 'JD KEPT MOIST BY IRRJGATIKG AS OFTEN AS REQUIRED. D. ANY LAWN AR.L:AS TllAT UO NOi" SllUW A PROMPT CATCH OF GR.A.SS SHALL BE RE-SODDED AT TEJ\' DAY Jl\'TERVALS U!\TlL AN ACCEPTABLE STA1'JD OF GRASS IS ASSCRED 19.0 HYDRO-SEEDl'\JG A. SLOPE AREAS: REFLR TO PLANTING PLA.\J Al\"D SLOPE MIX DESIUNS FOR TYPES A:',.,D AMOUh'T OF SEEDS TO BE USED. AL TERKATE SEED MIXES MAY BE USED O?-JL Y UPON APPHUVAL OF Tl IE LANDSCAPE ARCH1TECT. THE DESIGNED SLURRY MIXES SHALL EE APPLIED BY AN APPROVED HYDROMULCH COMPANY. DESJGNED SLURRY Ml;\.'ES WILL BE E1Tl-lER FOR JRRJGATED OR NOK-IRRIGATED SLOPE CONDITION. (RFFF.R TO Pl A l\:S Al\D SEFD rvlTX DESIGNS) [AC!] CON']AJNE]{ OI· SLURRY MJX SllALL BE APPLJEU Wllllll\ A 2 I JOUR 11/VlE LIMIT, OR BE REJECTED AND REMOVED AT CONTRACTOR'S E.\'.PEl\SE B. TURF AREAS; TifE DESIGNED SEED AND SLURRY MIX SH.A.LL BE APPLJED IN DESIGJ\ATED AREAS BY Ai\ APPROVED HYDROMLLCH COMPM'Y WlTllIN A 2 HOUR TIME LIMIT PER CONTAINER MIX lREFER TO PLJ\.l\"Tli\G PLA1\' Al\'D LEGEl\"D) WHERE APPLJCABLE, A SUBSTITUTE SEED MIX MAY BE IJSED O"JLY LPOt-,,' APPROV:'.1, OF THF LAl\DSlAPF ARC'HITFCT. L DAILY WORK SllLEJS: UAJL Y WORK Slll:LTS SIIALL BE SJUI\ED BY THE NOZZLEMEI\ Al\D SEJ\T TO THE OWNER'S REPRESENTATJVE AJ\D LANDSCAPE ARCHITECT FOR PAYMENT APPROVAL. THE FOLLOWING INFORMATION SHALL BE RECORDED: ii) SEED-TYPES, AMOUNTS (2) FERTJUZER-Al\ALYSlS, AMOLNT (J) BARK -TYPE, AMOLKT (4) SEEDil\G ADDITIVE· TYPE. A.v!Ot;l\T (5) NUMBER OF LOADS -Ak10CNT OF WATER (6) AREA COVERED -IN ACRES (1) LQLIP\1.L}."J USl..::.D -CAPAC!lY AND LICENSE NU!\IBER D. PROTECTIOK/CLEAK-L'P: PREVENT AND/OR CLEAN-UP OVER.SPRAY ONTO COKCRETE RESERVOIRS, DRAINAGE DITCHES, CHAJ\"NELS, STRUCTURES, ROADS AND WALKWAYS. OVERSPRA Y Al\"D SPJLLAGE ONTO RESTRICTED AREAS SHALL BE REMOVED TIJE SAME DAY AT C:Ol\lRA.C'TOR'S EXPENSE TO THE SATISFACTION OF TIJr O\'.VNJ:R'S REPRrSE"JT A TIVE. 20.0 WATERING A. 1M\1EDIATEL Y AFTER PLANTING, WATER SHALL BE APPLIED BY HOSE 1N A MODERATE STREAM l"\' THE PLA"\JTNG I TOLES lNTlL THE MATERIAi_ AROl!T TI"lF ROOTS lS COMP! FTFT .Y SA Tl'.RATED FROM THE BOTTOM OF THE HOLE TO TIIE TOP OF TI ff GROlJND B. PLAl\TS WIIICII CA\,'NOT DE WATERED EFFJCIENTLY WlTJI TIIE EXISTil\G IRRIGATION SHALL BE WATER.ED BY MEMS OF A IIOSE. TO TJ-lF. STAKF AS POSSIBLE WlTllOUT CROWUJJ\:G lllL ROOTS. I·A~TEI\" TJJE TREE TO THE CPPER El\'D OF STAKE USING "CfKCH TIES". (REFER TO DETAJL) B. TREES 36" BOX SlZE OR LARGER, SH,\LL BE l\1MEDIATEL Y ROOT Gl :YEO AFTER rl.ANTTNG WTTM nt:CKBII I. ROOT BALL Al\CIIOR OR =QL'AL P[R MFG INSTRL'CTIO:-JS 24.0 ESPALIERIJ\'.G OF VTKES ALL TRELLISES A'-.;O STAJ.:.ES ARE TO BE REMOVED FROM PLANTS, A:t-.:D THE PLAl\TS SHALL BE F ASTEl\'"ED A!\D TRAINED AGAJNST FENCES OR WALLS Ui\LESS OTHERWISE APPROVED BY TIIE LAJ-.'DSCAPE ARCIIITECT. REFER TO DETAIL. 25.0 BARK !Vil lD-f WL::L::U COhTROL ilARK lNSlALLA 1"101\ SJJALL l'OJ\"SJST OF PLACING 3" OF l'vlEDILM BARK WOOD BARK IN ALL SIIRLB PLAXTJ\'G AREAS. CONTRACTOR SH.ALL SCPPL YA ONE GALLON BAG SAMPLE TO CITY INSPECTOR FOR APPROVAL PR1OR TO DELIVERY. MFG. HALL CERTIFY BARK MlJlCH TO BE BRO\VN AND GOLD. COPIES SHALL BE PROVJDED TO CITY LA"\.'DSCAPE Il\SPECTOR AND LA"-JDSCAPE ARC:HlTFCT <\VAT!. THRU: AGl:Jl\"AGA GRf:Et-,,' --PIIOJ\'F· 714-649-90 26.0 CERTIFICATES fN ADDITION TO Ai\Y OTHER CERTIFICATES SPECIFJED, CONTRACTOR SllALL FURi\lSH A CERT(fICATE \\'ITI"l EACH DELIVERY OF BL'LK MATERlAl, STATING THE SOURCE, QL"ANTJTY AND TYPE OF MATERIAL Al\TI THAT THE \1ATFR1AI. C"Ol\"PORMS TO THF. SPFC'ff!CA TION Rf'QL'IREMEK'TS. FOR DL'LK DELJVERED ORGANIC FERTILJZI:R, TIIE CERTIFICATE SIIALL ALSO ST ATE TIIE VOLC\1E, NET WEIGHT, Pl:RCCN"l 01-NllROGI.::N ANO Pl:RCl:NT OF PHOSPHORIC ACID. FOR EACH FERTILIZER AND SOIL COJ\DITIONER, IN COKT AINERS, A SIMILAR CERTIFICATE OR INVOICE SHALL BE FURNISHED ST A TIJ\"G TOT AL QLIANTITJES BY WEIGHT AND VOL UJ\·lE FOR EACH MATERIAL. THESE CERTIFJC/\ TES SHALL BE SlJBMJTTED TO TITE L,\NDSCAPE ARCJIITECT PRJOR TO THE START OF THF MAINTFNANC'F Pf.RIOT) 27.0 PROTECTION COXTRACTOR SHALL CARE?L'LLY AKD CO~TlNLTOUSL Y PROTECT ALL AREAS ll\'CLUDED IN TIIE CONTRACT, NCLUDll\"G PLANT MATERIALS, FEJ\"CES, SUPPORTS, ETC .. L'NTIL FINAL ACCEPTANCE OF Tl IE WORK BY TITE LANDSCAPE ARCHITECT MD OWl\"ER'S REPRESEJ\T/\. TJVE 28.0 MAINTENA"'JCE A. CONTRACTOR SHALL MAThT All\" A SUFFlCIEl\"T NCJ\,1BER OF MEN AND ADEQUATE EQUJP\1E!\T TO PERFOR.\.1 TIJE WORK l{EREI!\ SPECIFIED. PLANT MAll\TEi\A!\CE WORI( SHALL COJ-."SIST OF APPLYIJ\G HERBICIDES BY A CERTIFJED SPRAYER CARJNG FOR PLAKTS, INCLUDTl\'G GROUNDCOVERS, Sl-lRl.!RS AND TRFF.S, EDGING, AFRATlNG AND MOWING OF I .AWNS, f[RTILlZII\G A\1D CO\lTROL OF WEEDS, PESTS AJ\:D DJS EASES. B DAMAGE TO ANY PLA'.'\TED AREA SHALL Ht lli:PAJH .. t:D lI'vlM.1::UlA'J"ELY, U.1.:PJU::SSJOl\'S CAUSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLED \VlTH TOPSOIL, LEVELED AND REPL.Al\TED. EXTER.\1INATE ALL RODENTS. Al\U REPAIR RODENT DAh,1AGE IMMEDJATELY. C THF EKTTRF PROJECT SH 1\1 J RF. MA TNT AJKFD FOR A PERIOD OF 90 DAYS COMMEJ\CING FROM TI-TE TTh1E ALT. ITEMS OF \VORK HA.VF RFFJ\" COMPl FTED TO TIIE SATISFACTION OF TJII:: LAJ\"DSCAPE ARCllITECT AND CONTR..A.CTOR I-JAS RECEIVED WRITIE"J N0'111"1CATIO.\" FOR "STA.RT 01-MAlhTE!'\AI\CE". D. THE PROJECT SH.ALL BE CARED FOR J1\' A }JEAT AND CLEAl\ CONDITJON AT ALL TJMES TO THE SATISFACTIOI\ OF THE O\\'J\.'ER AND LANDSCAPE ARCHJTECT. 29.0 LAW~ MA.Il\"TENANCE A WAJ"l=JUNG-WAJEREV.1::.RY DAY ONCE PER DAY FOR TWO WEEKS AND THEREAFTER GRADLALLY REDUCE FREQUEl\"CY OF WATERING TO TIIREE TIMES PER WEEK. CONTRACTOR SHALL CONTIJ\"UE TO MAIKTAJN THE LAW!\ lJt-:TIL FINAL ,\CCEPTJ\:-JCE BY THE LANDSCAPE ARCHJTECT AND O\\ll\"ER. R FF.RTll .17.Jl\"'G -APPI Y 12-12-12 (RFST OR FQUAL) AT THE Rt\. TI OF ~ POL'NDS PER l ,000 SQUARE FEET THREE WEEKS AFTER INST ALLATJO?-J AND WATER 1.MMEUJA'J .ELY fl-Jl:.R.tAFJH{. C DISEASES AND PEST C'ONffiOL -TWO WEEKS AFTER APPROV Al OF LAWN IKST ALLA TION, APPLY A GRANULAR MERCt;RJAL FL~GJCIDE OF 1.8% IVlERCCROCS CIIl.ORIDE AS PER MANUFACTURER'S RECOMMENDATJON D. MOWING -(TALL FESCL:E LAWKS)-THE LAV,,:,; SHALL BE MOWED AT A ll[IGIIT Of 2'' WlTU A ROTARY MO\I.ER, EQL.:lPPEl) WITH ROLLER, 131::TORE JT REACI-JES 3" IN HEJGHT. COLLECT GR4.SS CLIPPTKG DL'RING MOWING OPERA TIO NS AND REMOVE FR.O\-1 THE SITE. AFTER EACH CUTTING, TIIE EDGE OF TI-JE GRASS SHA.LL BE TR1MMED TO,\ NEAT AKO Ul\'IFORM LTh'E. TIJE LA WK EDGES SHALL BE M'\INTAil\"ED J\"EATLY AT ALL TIMES. 30.0 GROU:\'DCOVER A.KO SHRUB AREA \.1Al1\JENANCE A WATLR1NU • NLW PLA:'\J'JT\JUS SHALL BE WATERED ONCE PER DAY FOR TWO (2) \\1EEKS AFTER INST ALLA TI ON. REDUCE WATERING TO EVERY OTHER DA y FOR Tl IE NEXT nvo (2) WEEKS. W J\ TER THEREAFTER THREE (3) TIMES PER \VEEK UNTJL Fl'J\AL ACCEPTANCE. B, FERTJLIZATION -FERTILJZE THREE (3) WEEKS AFTER PLANTING WITH 5 POUNDS 12-12-12 (BEST OR EQLAL) PER 1,000 SQUARE FEET, FERTILIZE THEREAFTER EVERY THIRTY (30) DAYS. C DISEASE AND PEST CONTROL -FOR COJ\"TROL OF SLUGS AND SNAILS, APPLY PELLETIZED TRJCALCIUM ARSil\"ATE 5%,BY WE1Gl--lT AND MFTALDF.H\'DF 5% RY WEIGi-IT AS PER MAKLFACTURER'S RECOMMI:J\'DATIONS TWO (2) WLLKS Al TLR PL.\J\T INSTALLATIONS. FOR CONTROL OF l'UT\\'OR.l\-1S A'\JD OTHER SOIL 1:1\SECTS. APPLY METRO BRAND SOILDRN AS PER MANUFACTURER'S RECOM\1.EJ\'DA TIONS T\l./0 (2) WEEKS AFTER PLANT INSTALlATIOl\"S. THIS PRODlXT COJ\'TAJJ\S DIELDRJN, LINDANE AND Pl IOSPI IOROTJIJOATE. EXTERMI'.'JATE GOPHERS AND \1OLES AND REPAIR DAl'VIAGF. U PRUNING -All Sl!RUBS AND TR.ELS SllALL Bl: PJNCII PRt...:NED AS NECESSARY TO EKCOlJRA.GE ?-JEW GROWTH Al\'D TO ELIMl"J\ATE RANK SUCKER GROWTH. DO 1\OT BALL SHRt...:BS. OLD FLOWERS, AND DEAD FOLJAGE AKD LIMBS SHALL BE REMOVED, NO MAJOR TREE PRL'NING SHALL BE DONE WJTlIOUT TIIE APPROVJ\.L OF THE LANDSCAPE ARCHJTECT. CONTACT L.Al\"DSCAPE ARCHITECT 'i8 HOURS TN ADVAKrE OF ALL PRl:--;JNG PF.RTODS E. WEl::DINU -ALL PLAI\TJNG AREAS JNCLUDihG LAL:\" AREAS SHALL BE KEPT WEED-FREE AT ALL TTh1ES. WEEDS SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF OFFSITE, CPOK COMPLETION OF TllE CALLED FOR MAINTEJ\"ANCE PERIOD, TI"lE CONTRACTOR SHALL FERTILIZE PER '128 -LAWN MAINTEJ\ANCE A'J\D #29 GROUNDCOVERS A '\'D SJ IRL'B AREA MAll\"TFNANCF OF Tll[SE ':.PECJF1CATIO:-.JS. 31 0 GL"ARANT[E AND REPLACLM.L\l'J'S WEEDS WJLL BE A CONTINUOUS PROBLEM, MORE SO DURJNG THE EARLY STAGES BEFORE PLAl\"TfNGS BECOME FULLY EST ABU SHED, AJ\D TO A LESSER DEGREE THEREAFTER ALL AREAS SHOULD BE MAINTAJNED WEED-FREE. PART B MAINTENANCE REQUIRED: 1. REGL'L,\R MOWING Al'.1) EDGE TRIMMING OF GRASS AREAS (TCRF). 2. PfRIODIC APPi !CATION OF rN"SFC'TlC'lDF.S FOR C'OKTROL OF APHIDS, SKAIT S, FTC, AND CII[MICAL CONTROL OF PL.l\}."T DJSEASES AS DIRECTED BY A LICENSED PESTICIDE PROFESSIONAL. 3 REGULAR RE:-.10VAL OF WEEDS BY IJAJ\TI, A:\"JOR PERIODIC APPLICATJON OF HERBJCIDES FOR COi\TROL OF WEEDS SUCB AS BERMLDA GRi\.SS, CRABGRASS, NL'TGRASS Al\"D DANDELJO"\'S AS DIRECTED BY A LICEKSED HERBJCIDE PROFESSIONAL. 4 f'[RJODIC APPi .!CA TIO"\J OF ORGA 1'.;J(' FFRT!l 17.FRS TO Rf.Pl .Fl\"TSl-l son. t-,,"UTRJEJ\TS REQL'IRED FOR IIEALTJ IY TL:JU Al\.D PLA!'\T URU\VJ'J I. 5, YEARLY AERATIOK OF TL'RF AREAS TO RELIEVE SOIL cm,IPACTION AND THATCI-J EULDLP. ALLOWING AIR AND WATER TO REACH TI-IE ROOT SYSTEM OF GRASS. 6. CUTTfl\"G BACK OF EXCESS GROUNDCOVER TO PREVEJ\T "CHOKING" OF OTJ !ER TREES ANTI SHRCBS. AND TO KEEP IT FROM GROWJNG OVER WA.LJ.:.WAYS AND DRAINS. 7 R.[MOVAL Or-TURF BY IlAND, FROM vnT11r.._-12 I:-JC'HFS OF TRFF TRL'"""KS TO ELIMINATE DAMAGL JJO'JENTJAL FROM MOWERS Al\'D STRll\'G TRIMJvlERS. !!. REGULAR UATI lERJNG AND DISPOSAL 01-· LEA VLS AND 'JRASIJ. FREQL:ENC\', I. MO\\!JKG OF GRASS WILL KEED TO BE DO:\'E ON A WEEKLY BASIS EDGE TR1\1Mll\G WILL KEED TO RF DO'\"E 2 TIMES PER MO\'TH 2, APPLJCATlOJ\ Of' INSECTICIDES AND CllIMICAL COKTROLS, ONLY AS REQLIRED. 3. \VEED REMOVAL AND/OR APPLICATIOJ\ OF HERBICIDES, AS REQUIRED. 4 APPLICATIOK OF LAWl\ FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCH.MAY. JCLY. A\1) SEPTEJ\-1BER. APPLICATION OF GROCND COVER FERTILIZER TWO TJ\1ES PER YEAR 5. AERATIOI\" AJ\D VERTICAL MOWI~G OF LA \\/J\"S SHOL1..D EE DO~.E AT LEAST ONCE PER YEAR 6. CL.:TTJNU BACK OF EXCESS GROUJ'\UCOVER 4 l"J.MES J~LR Y[AR ?. GRASS SJIOCLD BE CONSTAJ\'TLY CLEARED FROM AR.OUl\"D THE BASE OF TREES, BY HAND REMOVAL. 8. LEAVES Mm TRASH SI-lOL'LD BE REMOVED FROM ALL AREAS or,; A \\.'EEKL Y BASIS. II. TREF.S ALL A..RLAS SllOULO UL FUHILIZED ACCORDIKG TO Tl-IF SCI-IF:llll .F. SFT FORTI! 11\" TIIF SPECJFJCA TIOJ\S. PERIODIC J:l\SPEC"rJOl\S SJ IOULD EV AL LATE Till.: lU.::SPO\JSL:: TO HJE RECOM\1Ei\DED FERTILIZATION PROGRAM Al\"D A::>JUSTME!\TS MADE AS NECESSARY. SPEClAL f-ERTILIZJ\. TIOK NEEDS SJIOCLD BE IDENTIFIED AND IMPLEMENTED AS NEEDED MAII\TEJ\A'JCF. RF.QlllRF,Il: I, PER10DIC PRUNING TO lU.::fl.-10\/.E DEAD, DISEASED OR WEAK.EKED llMBS TO PROMOTI HEAL THY Al\D SY\11\1ETRIC GROWTH OF THE TREE REMOVAL OF AKY LIMBS, BR.AI\CHES, OR FRONDS WHICH \1IGIIT Th1PACT A BUILDING OR STRUCTURE l.Jl\DER WINDY COl\'DITIOl\S. REMOVAL (AND POSSIBLE REPLACEMENT) OF DlSE/\SED OR WE/\_KENED TREES 2 SFl .FCTFD TH!l\7\Tf\:(i OR LACING OF TREES 3. S"JAKJNU OF YOLNGLR 'JR[[S TO PRO\10TI: GROWTH TN Tl-IF APPROPRIATE DIRECTION 4. PERIODJC APPLICATIOJ\" OF INSECTICIDES TO CUVJ'ROL J\JRS'lA'llOh'S. 5. PERIODIC APPLICATION OF FERTILIZERS TO PROMOTE HEAL THY GROWTH 6. PERIODIC ROOT PRUJ\"ll\'G TO/\ VOID POTE""TIAl CRACKNG OF SIDEWALKS OR DRIVEWAYS 7. REGl:LAR TNSPECTJON OF TR.EE BREATHER TUBES FOR EXCESS ACCUMCL,'\ TION OF WAJU{ IN III[ ROOT 7.ONF FREQl'E~CY: I. PRl,'l\ING ANO TREE TIIJ1\"NTNG SHOULD BE DONE ONCE A YEAR TREE REMOVAL AND REPLACE\1El\T -O1\'CE A YE'\R; AND COi\FLICTJNG LIMB, OR BRANCH, REMOVAL DO1'1E ON AN AS-l\"FFnFD BASIS TREE REPLACEMENT SHOULD BE CONSIDERED WHERE EXISTil\G HU.::E "JRLNK CALIPER EXCEEDS 6 fNCTTf:':. AND ARF Pl.Al\'TED IN AREA'; OF LFSS THAN 5 FEET WJDE. 2. TREE TJID<XfNG OR lACI>JG, AS REQCIRED, SIIOULD BE DO;\E O1\CE PER YEAR 3. TREES SI-JOL1..,0 BE INSPECTED AT LEA.ST 1 T1MES ?ER YEAR TO DETERM[!\E WHETHER STAl-.'.ING ANDIOR GUYING SHOULD BE ADDED, REMOVED OR ADJUSTED 4. APPUCATJOJ'\' OF INS[CTJCmrs SllOlll .n RF DONF O1\"l..Y AS REQ1JIRF.D TO AFFECTED TREES 5. APPLICATION OF FERTILIZERS Tl\' MARCH AJ\'D SEPTEMBER OF EACH YEAR TO PROMOTE HEAL TJ-fY GROWTH. 6. TREE BREATH.ER TUBES SIIOULD BE l>JSPECTED AS LEAST MOJ\'THL Y, AND l\·1ORE OFTEN Wl-TFRF TRFF.S OCCl :R IN DRAINAGE SENSITJVE AREAS [FFECTS OF DEFERRED l\lAIJ\TEJ\A.'IC.E: 1. F AILI.;RE TO PROVIDE THE MAINTENAJ\CE REQUIRED WILL EVENTt.:AlL Y TAKE ITS TOLL LEADING TO DETERIORATION OF THE HEALTH AND GENERAL APPEARANCE OF THE PROJECT'S TREES. Jl\,1PROPER STAI.:.TKG OR ROOT PRL'Nll\"G COt..:LD RESIJL T JI\" LOl\G TFRM DAfvIAGE TO ADJACE!\"TITARDSC',"'PF OR STRUCTURES III. SIIRL'BS ALL AREAS S!lOULD BE FERTILIZED ACCORDING TO TI-IE MINIMUM SCHEDULE SET FORTH IN THE SPEC'IFICA TIO NS. PERIODIC II\SPECTIONS Sl-JOLLD EVALCA TE THE RESPO!\SE TO THE RECOMMEi\DED FERTILIZATJOJ\ PROGRAM A\ID ADJCSTMEJ\TS MADE AS NECESSARY, SPECIAL FER Tl LIZA TIO"J l\EEDS SJ IOULD BE IDENTIFIED AND l\lJPLEMENTED AS 1\EEDED .\1AJI\ ·rE1'ANl'.1£ llliQllJRI:D: 1. SELECTIVE PERJODIC PRUNING OF SHRLBS 2. APPLICATION OF ll\"SECTJCIDES TO CONTROL INFESTATIONS (SLCH AS A?l HOS). 3. APP] [CATION or S'\AIL BJ\IT TO PREVENT S"JAILS FROM DEVOURTKG SIJRl:Bs AND PLANTS 4. PIRJODIC APPi .JC' A. T!ON OF FFRTll .17.F.RS TO PROVIDE THE \ll :TRIENTS NFCFSS <\RY fOR HEALTHY UROWlH 5. APPLICAT!Oi\ OF CHEMICAL COKTROL FOR FUNGUS, BAC'TERlAL,. AKD VlRAL INFESTATIONS. 6. MONITORIJ\:G OF Vll\"ES AND '"ESPALIERED" PLAl\"TS TO INSURE TIIEY ARE NEATLY PRLl\TD AND SECL;RF,J.Y ATTACHED TO WAT.l SOR FENCES. 7. MAJl\"TA.1.1\ MEDICM GRIND SHREDDED MULCII AT A UNffORM 3" TlllCK"JESS IN ORDER TO SUPPRESS WEED GROWTH, MINH'vllZE TIJE LISE OF I lERBIClUl..::.S AND CONSER VE WATER. ENSL'RE PLAJ\TS ARE NOT COVERED AT BASE OF STEM. FREQl'.ENCY: l PRL'\'Jl\G SHOL:I .n RF DONE AS l\'F.F.DFD TO PRF\IENT SHRl:BS AN[) Pl Al\TS rnovt BECOMll\"G "RAJ\"GEY" AND TO C'Ol\TAlN TIIEIR SlZE. PRL'NING SIIOULD BE DONE WlTll CARE NOT TO "POOlJLE" SHRLBS. ALL lRIMMJNGS SHOL:LDBE PROMPTLY REMOVCD FROM 'J'llE SITE. 2. APPLIC A TIO!\' OF JNSEC'TIC'JDES, Ol\"L Y AS REQUJRED. C ~ L e:: ~ C -: C 0. , .. i= 0. C. APPLY WATER IN SC'FFICIENT QUANTJTIES, M'D .AS OFTEN AS SEASO!\AL AND SOJL CONDITIO~S REQUlRE, TO KEEP THE GROL"""\'D WET AT ALL TIMES, WELL BELOW THE ROOT SYSTEIVI OF GR.ASS AND Pl/\NTTKG_ C/\.RE JS TO BE TAJ.:.EK JN WATERIJ\"G SLOPES SO AS l\"OT TO CAUSE EROSION DAMAGE. A. ALL SJIRUBS AND liRULt-,,'JX.'O\iER SllALL BE GUARANTEED BY COt-,,'TRACTOR AS TO GROWTH AND IIEALTJ-l f-OR A PERIOD OF 90 DAYS .AFTER COMPLETJOI\ OF THE SPECIFJED M,\ll\TENAKCE PERJOD, AND/OR FINAL ACCEPT AKrE BY THE LANDS(' APE ARC'J-llTF('T Al.I. TRFFS 1:r TO 24" ROX S17.F SI-IAI .1 nr. GUARANTEED IW CONTRACTOR TO LlVE A?'JD GROV,.-' IN AN ACCEPT ADLE UPRJGIJT POSITION roR A PERIOD OF ONE ( I) YEAR AFTER COMPLETION OF THE SPECIFJEJ MAINTEh'ANCE PERIOD, AND/OR Fl~AL ACCEPTAI\CE BY THE LANDSCAPE .ARCHITECT. TREES IN 24-" BOXES OR LARGER. A?-JD A.LL FIELD GROWN SPECIMENS SHALL BE GlJAR.Al\TEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT MAI\"NER FOR A PERIOD OF ONE (l) YE1\R AFTER cm .. fr'l .ETTON OF TIIF srr.cmr:n MAIJ\TE!\ ANCE PERIOD, AKO/OR fl:K'AL ACCEPT Al\'CE DY TJIE LAJ\"DSCAPE ARCIIITECT 3. AS SNAILS CJ\"" BE A PROBLEM IN THJS AREA, SNAJL BAIT SIIOULD BE A.PPLJED .i\S RFQUIRED TO COKTROI. THE PROBLEM. r-------------------------,;, D FOLLOW.IJ\G TIIE Pl.ANTING QI' GROUND COVER PLANTS IMMEDJATELY AND THORO"CGJIL Y WATER BY THE IRR1GATIOK SVSTEM, OR BY A SLOW Rt:NNJNG HOSE SPRAY. :no WATERJ:-.JG BASINS B. ALL PLANTS THAT SHOW SIGNS OF FAILJNG GROWTH AT Ai\Y Tl\1EDCRJNG THE LIFE OF TIJE CONTRACT, IKCLCDING THE MAINTENANCE PERIOD. OR THOSE PlAJ\TS INJIJRED OR DAMAGED AS TO REl\'DER TllFM \;N';\;lTABl_E FOR THE PIJRPOSE JNTENDED, SHALL BE lh'Th1EDJATEL Y REPLACED 11\" J.:.Jl\'D AND SlZE AT TIIE EXPENSE OF THC CON'J RACTOR. 4. FERTILIZATION OF SJJRVTIS WIT I OCCL-:R l°'\ C'OKJL:l\"'C'TIOl\ WTTH Tl IF FFRTILIZATION OF GROL\lO COVER AR.LAS, AS DISCUSSED EARLIER. SHRt:BS SllOCLD BE REGLLARL Y MONITORED FOR SJGNS OF MICRO-NCTRIE!\T DEFJCIENCY, Al\D TREATED ACC'ORDJNGL Y AS NEEDED 5. APPl lCATJO~ OF FlTT\"Glf'JDES, BACTERICIDES, ETC., J\S SYMPTOMS APPEAR 6. Vl:\'ES AND ESPALIERS SHOULD BE MQ',;JTORED ON" AN" "ON-GOING" BASIS EFFECTS OF D[FERRED -'1A1f\TENANCE: I \JEGLECT WOCLD RESt...:LT IN DETER1ORA TION OF THE SHRUBS , EVEt-:TUALL Y REQUJRING REMOVAL, REPLACE\1El\"T, OR "DRASTJC" PRUNIJ\G OF SHRUBS, A:-JD LOSS OF AESTHETJC' APPEARANCE, APPROVED roR /RR/GA !ION AND PLANTING ONLY, INCLUDING PRECISE LOCATION or PLAN TING AREA. C r £· ~ Ee f " " A. CONSTRUCT A FIRMLY COMPACTED MOL'NO OF SOIL AROUND EACH TREE AND PLA>JT TO FORM A WATERING BASIN AT THE EDGE OF AND FOLLO\VING THE SJ-JAPE OF THE PLAl\TfKG PIT AREA, MOUNDS FOR TREES Al\D FOR VINES FROM 5-GAJ.lDl\ OR LARGER CONT Ail\LRS, SHALL BE AT LEAST 4" IIIGII. MOUNDS FOR ALL OlJILR ll-tELS, Vf:t\I:S OR PLAJ\TS NOT OTHERWISE SPECIFIED SHALL BE AT 2' J-UGI-J, EXCA \/ATED EARTH, lF CAPABLE OF RETAINIKG WATER, MAY BE USED. ANY SETTLEMENT WITH1N TllE BASINS RETAINING WATER SHA.LL BE REFILLED TO THE REQUIRED GR.ADE "\\tITI-l PREPARED SOIL, AND ADDITIONAL J\ITROGEJ\ STABILIZED SAWDUST WORKED IKTO Tl IE SURF ACE AS REQIJJRED TO RESTORE THE RARF. RARKF.D CONDITION C, CONTRACTOR SHALL, WITHil\' 5 DAYS KOTlCE BY THE LANDSCAPE ARClllTECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS Gl:ARANTEE. REPLACH1ENT SHALL BE MADE WITH PLAJ\'T MATERIALS AS INDICATED OR SPECIFIED FOR THE ORJGINAL PL.\J\Tlh'G, A. °'\DALL SUCH REPLACE\1EJ\T \1ATERIALS SHALL BE ULAR.Al\TEED AS SPLCJFIED FOR TJIE ORJGJNAL ULARAJ\'TEED MATERIALS. r----------------------11' Il. RLMOVL:: WA'lUUh'G BASINS lN PLAhTLR AREAS AT TllE ·1 JME OF BARK INSTALLATIU~. 23.0 TREE STAKIJ\G A. ST,\KE ,'\LL KOi\-GL:YED TREES AT TIME OF PLANTING BY PLACfKG STAKE IN TI-IE PREPARED HOLE AND DRIVING lT 12'' TNTO ':,01 TD GROUND. Pl ANT TTIE TREE AS Cl.OSF 32.0 CLEAN-VP l.'POl\" ['O\1PLETJOJ\ OF TllE WORK IN THIS SECTION, roNTRAC'TOR SH ALL RE!\,1O\!E ALL Rl'.BBISH, TRASH AKO DFHRIS RESCI TlNG FROM IIlS OPERATIONS CONTR4.CTOR SIIALL RE\llOVE ALL EQCJPME:"JT AND IMPLEMEI\ TS OF I-lIS SERVICE AND LEA VE EKTIRE AREA IKVOLVED IN A NEAT A~D ACCEPT.ABLE CONDITION IN ORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE J\RCHITECT. 33.0TURf AND/OR GROLl\lDCO\IERS RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I0/?4/13 R.I DESIGN ADJl'.ST\1ENTS [mHEET µIll! i_1_I Iu_/i_;I 3'---+_"RJ,_+'~'c'-'D'-'E"'S""IG"'N'-'-"AD"""J-"J;-"ST,_\1°""E"N-'-T"-S------------l---+--+-----l---·---i-2 2' J?/02/!3 RJ , DESIGN ADJLSrvIENTS PLANNING DIVIS ON LANDSCAPE IMPROVEMEIIT PLANS FOR: SJH i:1t1d.,,.,,,,p urcl,,1ecrnr,, I'"' d p I'""" 11 g 31726 Rm1dm \'it::Ju Ruad J Su111: 20] San Juan Cnplstrano. C' A 926 75 TF. l. 9H 2 H !d ~D f ... X )-1 9 l 76 1, H~ ,,.,,.,.. ,;,1r11e. cam Ex:;iirction Dote; ·V. l0/,1/71 llill/11.1?17./11 DATE INITIAL DESIGN ER OF WORK -- DATE INITIAL DATE INITIAL REVISION DESCRIPTION ornER APPROVAL CITY APPROVAL LA COSTA TOWN RESIDENTIAL - APPROVED: tt_;,, _L4. ~L.;-!t PLANNING DWN BY: PROJECT NO. SQUARE MODELS I Z., )-Z. ·I'? DRAWING NO. CHKC BY: RVWD BY: CT 08-03 475-2N L •. C V ~ " -C ' - .• ,. C