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HomeMy WebLinkAboutCDP 2020-0003; CROWLEY RESIDENCE; Administrative DeterminationA-"-A PACIFIC VICINIT1 MAP A-"-A AGUA -IEDIONDA 43~1 J.41GJ.4LAND DRIVE CARL56AD CA FIRE SPRINKLER NOTES ALL NEW ADDITIONS AND EX15TINC. HOUSE AND ADU, SHALL BE EQUIPPED WITH NFPA 13D FIRE SPRINKLER THROUGHOUT. I. AN APPROVED RESIDENTIAL AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED FOR THIS PROJECT AND 5'4ALL BE INSTALLED IN ACCORDANCE WITH N.F.F .A. 13D . IN ADDITION SPRINKLERS SHALL BE iREQUIRED IN ALL ATTIC SPACES, AND ALL GARAC.E5. 2. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-SPRINKLER 5Y5 •TEM5 SHALL BE SUB MITTED TO THE FIRE P LAN REVIEW FOR APPROVAL PRIOR TO INSTALLATION. 3. LOCATION AND e>IZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. 4. FLANS AND INSTALLATION MUST B E B Y A Cl., UCENSED SPRINKLER CONTRACTOR. 5. SYSTEM SHALL BE READY FOR HYDROSTATIC TESTING PRIOR TO FRAMING INSPECTION . ---- a . CAP ( City of Carlsbad CAP Build ing Pla n Template B-55 INSll\U<.TIONS; The iollowil\g t.enificate '!>hal\ b(, int.l\lded ol\ the title sheH o1 aH building, plans: CLIMATE ACTION PLAN [CAP) C.OMPUANCf The following demoo~trates project compllance with the applicable Otmale Action Plan ordinanc~ of the • Carlsbad Municipal COde and Uilonwa Green lk:ld.irig Standards Code (CALGfeen). wrrent ver'iion: 1. ENERGY lfflCIENCY APPLICABLE: Compiles with CMC 18.30.190 & 18.21.155 ffl5ti"G Structure, year bullt: 2006 Pf"epared Energy Audit? Energy Score: ___ _ lftkiency Measotes included in scope: Yes /No Yes/No 2, Pt-fOTOVOllAIC SYSTEM APVllCABl E: n s® Complies with CMC sec.tion 1!8.30.130 and 2019 Callfomla Enersv Codesectlon 1SO.l(c}14 Yes/No Required Provided Size of PV sy~em (l:Wdc): Siring PV by load cakulatlons If by load Cakulatiom: Total ulculated electrical load: 80'16oflood: Hardship Requested Hardship Approved Yes/No Yes/No Yes/No 3, ALTERNATIVE WATER HEAllNG :SY$TEM APPUCA8Lf; YES® Complies with CMC ~ction5 18.30.150 and 18.30.170? Yes/No A.!tern.atllle Source: D Electric o P a»lve Solar Hardship Requested Hardship Approved Yes/No Yes/No 4. ELECTRIC VEHICLE (EV} CHARGING APPLICABLE: Complies with CMC section 18.21.140? Panel Upgrade? Total EV Parkiog SIJ<lces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of fV Installed Spaces: Hardship Requested Hardship Approved (@)'No @ No Required Provided I I -,--,- ' I -,--,- --Yes® Yes/No 5. TRAFFIC DEMAND MANAGEMENT APPLICABLE: YES_c@) Yes /no Yes /no Compliant? TOM Report on tile with city? , - SITE FLAN NOTES I. APPROVED HOUSE NUMBERS AND OR ADDRESSES SHALL B E PLACE ON ALL NEW i EXISTING BUILDINGS AND PO551BL Y ADDITION AL LOCATIONS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OF APPROACH SAID NUMBERS SHALL CONTRAST WIT'4 THEIR BACKGROUND A ND BE AT LEAST 4 " '41GH WITH A 3/8" STROKE FOR RESIDENTIAL BUILDINGS i POSTS AT ROADWAY 2. CONTRAC TOR TO VERIFY ALL PROPERTY CORNERS A ND SETBACKS PRIOR TO BUILDING LAYOUT OR SETTING STRINGS FOR FOUNDATION FORMS. CONTACT ARCHITECT FOR ANY CONFUCT TH AT MAY EXIST. 3. T'4E BUILDING FOOTPRINT 15 SHOWN FOR SITE R EFERENCE ONLY. ANY DIMENSIONS OF THE BUILDING ARE SHOWN FOR LAYOUT PURPOSES ONLY, SEE OTHER DRAWING SHEETS FOR EXACT LAYOUT i DIMENSIONS OF ACTUA L FLOOR PLAN. 4. ALL WALKS, DRIVEWAYS, FENCING i GENERAL LANDSC APIN G 15 DIAGRAMMATIC, IF A LANDSCAPE PLAN '4A5 BEEN PREF ARED AF ART FROM THESE DRAWINC,5, TH EY WILL TAKE PRECEDENCE. 5. PROVIDE EXPANSION AND CONTROL JOiNT5 FOR ALL CONCRETE DRIVES, WALKS AND TERRACES, IF AFPLJCABLE. "· CONNECT ROOF, DECK i AREA DRAINS TO UNDERGROUND DRAIN UNE5 THAT DRAIN TO LANDSCAPE PLANTERS OR LAWN AREAS. 1 8 . PROVIDE A MINIMUM 2'h SLOPE TO SURFACES ADJACENT TO THE BUILDING, A MINIMUM OF 5 FEET AWAY. SITE DRAINAGE SHALL NOT FLOW OR DRAIN ONTO ADJACENT PROPERTIES IN ANY MANNER, CONCENTRATED OR NOT , BUT MUST B E DIRECTED INTO AN APPROVED DRAINAGE FACIUTY. IF ANY WORK 15 TO BE DONE WITHIN THE STREET 'RIC.HT OF WAY', THE GENERAL CONTRACTOR 5'4ALL OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORK BEGINNING ~. THE INSPECTOR WILL RECHECK FOR EXPANSIVE 50iL5 AND OR GRADING REQUIREMENTS AT T'4E FIRST FOUNDATION INSPECTION. IF THE FIELD INSPECTOR SUSPECTS FILL OR EXPANSIVE 50iL, A 50iL5 REPORT MAY BE REQUIRED AND SUBMITTED TO THE CITY/COUNTY AGENCY FOR REVIEW. ., PROJECT DIRECTOR1 OJJNER0 CROWLEY FAMILY TRUST 4361 HIGHLAND DR CARLSBAD, CA, '::12008 PHONE: 858-344-61@3 GENERAL CONTRACTOR0 DAVID TAYLOR 237\ BUENA VISTA O RCLE CARLSBAD, CALIFORNIA '32008 PHONE: 16@-434-0415 LANDSCAPE ARCHIT ECT0 TI-IERESA CLARK TCLA STUDIO 34202 SEPULVEDA A V E C APISTRANO B EACH CA '32624 PHot,.IE: ':14':l-248-5404 C IVIL ENC.INEER0 WILL MACK PASCO LARET SUITER 't: ASSOOATES 535 N. HIGHWAY 10 1 STE A SOLANA BEACH, CAUFORNIA '320 15 PHONE: 858-25'::l-8212 ARCHITECT, DON L LOOt-,!E Y, 2'345 1--IARDING STREET, #211 , CARLSBAD, CAUFORNIA '32008 PHONE: 160-434-1':166 PROJECT DATA PROJECT ADDRE55° 43.,1 ,.c;'4LAND DR CARLSBAD CA, 92008 ASSESSORS PARCEL NUMBER0 LEGAL 2et:>-1ee-40-ee 2et:>-1ee-2e-ee 2ei&-1ee-=>3-ee D ESCRIPTION: PARCEL A IN CERTIFICATE OF COMPLIANCE DOCUMENT 2018-0211'344 RECORDED MAY 25, 201 8 IN T.-E OFFICE OF Tl-IE COJNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 1 198'3 AND DOCUMENT 2018-048120'3, RecORDED NOY EMBER Is, 201 e IN SAID OFFICE OF THE COJNTY RECORDER. LOT S\ZE: 50,!92 SQ. FT. JURISDICTIONc QT'f OF CARLSBAD OCCUF ANC1': SINGLE FAMILY RESIDENTIAL "' R-4 CONSTRUCTION TYPE0 v-A YEAR BUILT0 200s SP RINKLERED ' -res, REOORED APPUCABLE CODE5° APPUCABLE CODES. All. Pfo:!OJECTS SHAU. COMPLY LLATl-! Tl-lE 2019 CALIFORl'\IA BUILDING CODE (CBC) AND/OR CALIFORNIA RESIDENTIAL CODE (CRC), 2019 CALIFORMA GREEN BULDINC:s ST AND ARDS CODE (CALGREEN), 201'3 CALIFORNIA ELECTRICAL CODE (CEC), 2019 CALIFORNIA MECHANICAL CODE (CMC), 201'3 CALIFORNIA PLUMBING CODE (CFC), 201'3 CAUFORNA FIRE CODE (CFC), 201'3 CALlFOR1'1A BlJLDING ENERG.,..-EFFICIENCY STANDARDS (CBEES), LOT COVERAC.E0 LOT SIZE := 50,\'32 SQ. FT . Al..l..OWABLE LOT COVERAGE := 40'li ( 20 ,0 11C SF ) EXISTINC:J LOT COVERAGE =-10 ,044 SF /50 ,1 ~2 SF := 20% PROPOSED LOT COVERAGE := 13,68~ SF /50,1~2 SF := 27.27% SETBACKS: FRONT 20' I SIDE I e' f REAR 20' MAX ALLOJJABLE HEIC.HT0 24 FT FLAT, 30 FT WIH-1 MIN. 3'1 2 ROOF PARKINC.0 PARKING REQUI RED 2 SPACES PARKING PROVIDED 10 SPACES 6UILDINC:s AREAS EXlSTING MAIN LEV EL 4,12':l SF SECOND LEVEL BASEMENT (WINE CELLAR) ADU 600 SF COVERED TERRACE }21 SF GUEST 1-!CUSE TRELLIS GUEST ROOM D ECK CCURTY ARD DECK GARAGES 1,1 213> S.F. GAF=:A6E Waf<:KSl-!OF' RESIDENCE (AT AFN 20b-l8e-2e-ee) F=:ESIDENCE GAF2A6E CARPORT 2:398 S.F. 13>15 S.F. :314 S.F. NEW 41;,S,2 SF 8113> SF 109':l 5F 824 SF 18':l SF \':le SF 7:34 SF 1,185 SF l,@%,SF REMOVED 21':l SF 2:398 S.F. 515 S.F. :314 SF TOTAL ':l:281 SF 815 SF 10':l':l SF bee SF 11,855 SF l\45 SF \8':l SF l':l@ SF 1:34 SF 26:31 SF \056 SF e &F e &F e &F SCOPE OF WORK REMOVAL Of EXISTING 1-lOJSE ON ADJACENT LOT -LOT CONSCUDATION MINOR GRADING REMODEL AND ADDITION TO MAIN RESIDENCE -LANDSCAP1N6 -UNDERGROUND ELECTRICAL SERVICE S~EET INDEX Tl TITLE SHEET T2 S!TE PLAN C IVIL: PREUMINAR.,..-GRADING F LAN SITE CROSS SECTIONS EXISTING CONDITIONS i: DEMO PLAN ARCHITECTURAL RENDER/Nus ' NEW FLOOFi? PLAN MAIN LIVING LEVEL 3 NEW FLOOR P LAN UAR.AGE LEVEL 4 NEW FLOOR FLAN UPPER LEVEL 5 EXTERIOR ELEV AT(ONS " S!TE SECTIONS 1 ROOF FLAN 8 EXISTING FLOOR PLAN • DECONSTRUCTION PLAN ,0 E>ASEMENT CALCULATIONS LAND5CAPE0 Li.I LANDSCAPE -MA TERIAL LAYOUT FLAN Li .I A HAR.DSC.APE LEGEND L2.1 LANDSCAPE -PLANTING FLAN L2 .2 COL.OR LANDSCAPE PLAN L3.1 IRRIGATION P LAN l..3.2 IRRIGATION DETAILS L3.3 WATER CONSERVATION FLAN CITY OF CARLSBAD Administrative Permit Case No CrJP i-OU)~ .000 '.) ~-xibit No. •fi7r-·--D-,-te--,2.--l--c/c-\l-[Vf·- t - ~ u z ~ Q ~ VJ ~ ~ ~ ~ ~ ~ 0 ~ u ISSUE ,.., 0 '° " ....., ~ z 0 g ..i z 0 Q t ~ ::c ~ < 00 0 0 N "' ,,,: u 0 ,,,: O'.l VJ c2 ,,,: u µJ > c2 0 0 z ,,,: ,-' :r: 0 -:r: r-'O ,o " \2-16-20 REVISIONS SHEET Tl OF SHEETS U) I !1 2 ' u I I I I I i L z (\) (\) (Ii "' 3 , d) " (\) - ~ -z L 114 ----H-- Ill 20' e " l REAR YARD l e,ETeACK L.AWI, (E) POOL 119 ~ ~ 120 I I L 111.11' ·--- 12\ 122 123 124 L -_J - 12!', 12b Ex1s ·r 1NG GRAFE 0 , <{ 0 (.i) >-<{ -1 UJ IO (.i) 0 1---_w -<I) <I) --+,-- 51TE FLAN SCALE· 1" . 10 " VINEYARD ·ro REM1~IN P ROPERTY LIN!' -- , (.i) -I u\ r ~ 134 _ _JI 20'-e " FRONT YARD SET6ACK i AD DITIONAL 5IT:~N~6RAMD IN6 FLAN FOR ATION SEE FRELIMIN I Cl Ln 13b 137 "' G I ....... --.. -·-·-c:,-· ff I (/) C) f U1 (f; CEN TERLINE R IGl-n OF w.:.::----" "' ENTRY GATE ~ I P ROf'ERT, LI NE i P O ~ Fl-l ff\j "' TP<' ~ <C ,.__ > w z 0 0 ..I ..l z g REVISIONS T2 OF SHEETS I [XIS" G SEWfR MAIN AND MH P[R WG 149-8 SHEET 18 U1 113 2 I I 1---+-- < 4· PERFORAfEocl·;.-..L--tifM" SUBDRAIN "' \ I::' PERMEABLE PA VER ¼REA -- I< I<'.. PER SD-6B 117.Dp IE I I I I I I I I 1B"X18" 9.VERFLDW 1 CATCH B'ASIN J 118.00 TG 115.10 /E 118.2~ TW j 116.0d BW ) BMP/ OUTLE/::__+-I 1 ; 11110 1,; t,~;;;;-J T:t; N~AP2 fr:~ii~d 118.25 TW PER SDRSD D--40 116.00/ BW f APN 206-180-51 PROPf RTY LINE ' I ~ \ I I N[W S[WfR CONNE(;fiON AT E*(SDNG LA TfRAL ;.;:H3.g~f· --if;--~-- 122.0 TW ~<Yew I 123.0 FG 1•---123.5 FS l-"t--+-123.0 FG .I I 123.5 FS 123.0 FG FS 16~ LANosrkp[ D 124.95 TG--L -7 1111..20 IE I •. 6" LANDq'AP[ DRAIN I ± 124.95 T ! 12410 /[□□□□ '125.D FG 1125.25 TW 1 1125.00 BW t X 119.28 124.0 T SI 122.5 B\'I 1230 FG1--_, 123.5 FF 119.0 PAD --, 125.0 FG I NEW COLUMN ---NEW COLUMN 125.4 FS~ 1.0% -FF=119.45 125.2 FS 134.0 125.0 W s (125. , ..,,2r/.a1 19.10 RF=137 72.- I r X 119.31 I I 122.f FF I 119.0IPAD 122.0 FG _J_ -_l_ -=,-.---i'!I. f119D'O -- :kn 8 9!Lt+9 _,), I 119.02 i " l~~:~;S L 119 o· !~'t:,iJ ~ j }a---~~~'.,;;· 125. 0 F_S . , : • -~-/A PRELIMINARY GRADING PLAN COASTAL DEVELOPMENT PERMIT 2020-0003 4367 HIGHLAND DRIVE, CARLSBAD, CA 92008 l /LEX/STING SHED ~ -II 1·1--.,i)9.5 TW / LOT/ 5 -__ _J I ' 131'5 r w~ BLOfK C I /J,/('ERTY, ' CJ\ - MAPf_2152 / ;--/ ! ~ APN 206-180-22-00 r--s 139.0 TW ' l / l I I f..1 133.0 BW )-• I / J nliASH rnCLqsuil[ / I 11 /iRfA ;,-l a, 134.0 n;; L ,) J / ?' j ~ 128.0 B'f I /.. /; ),-a,j 12' EASEMENT TO so-G&E ' 9.· 1 :r PER DDC#79 1-214449 /-:;-!:'I.EXISTING FE £-~• \G-b 5.0 TW 138.0 TW <i AR[A 'RI 129.0 BW 132.0 BW / 13.MO TG ' ·-· ~ !¢ ,!_ 1 J\j5D IE 1/, <, EX/ TING FfNC[ \ :p ;'.! g I 36.-0 TW 37. Q TW • /, 39. 0 TW 129.5'?WY .Y, 1J(o,aw·0 1~ aw C /139.0 rw- 133.2 BW 124.5 FF 124.D FG-t---,,:t, ~ J • ~ f- r i • L.'.'.....,.i 11 9.0 PAD I • . -.-_12~_0· FS 124.5 FS II'/ • ' 124.0 FG -,..._"I' r , 125.0 FS 11 54 J,, --\ ~ ~ 125.0 FS 1 ; 125.5 FF 119.0 PAD 119 24 W✓-:c124 08 ~' • 125.50 FS 125.50 FS ' I ' --' 126.5 FS ----::::........ ' ' 1 .7 58 \ I , ' \ 136 5 Fs UP~ER LEVEL I 1'25is FG 136.5 FF I -12•740\\ LO~R LEVEL, \12700 122.5 FF d 12678\ 121.BJ PAD / 124.0 FS • .40 Tl'/e. ;i~ .OD BW\ i~9.40 TW /131.50 TW 125.90 BW 129.00 BW 129.0 FG 131.0 [G 12 t: 1 O I 118.25 TW 117.DD BW /26.5 FG 124.00 TW J --- 4" obTLn PIPE I STORM DRAIN CL 'ANOUT if 122;/50 TG - 119.00 IE I I I I ' ' I ' I I . I ' I . ' 6" LANDSCAPE DRAIN 126.33 TG 125.18 I[ 126.5 FF FF=127.0 6" LANDSCAPE DRAIN 126.33 TG 125.JD /[ 6" LANDSC,AP[ DRAIN 126.33 TG 125.01 IE [XISDNG __ WALLS ~ [1 -~TO~RjfJ,~,A~/NF~i==~;:c:r-126.0 FG II 129.00 TW I NEW SIT[ WALL PER , LANDSCAPE PLAN %/SR~iliTORM DRAIN INLU (12Lp TG) (11i/Ji,7 I[) !P 126.50 BW 127.DO TW /26.50 BW 126.50 FS 134.50 TW 126.50 BW 12" AREA DRAIN 124.90 TG 123.89 /[ 6" LANDSCAPE DRAIN ') EXISTING STORM DRAIN INLET TO REMAIN 128.83 TC / 124.72 IE \ (125.69 TG) (123.19 I[) •• I """'!""lL : '0 , I ---------=--:::.. -----_::::::::-:;_~ • --•=---=---,- AREA OF ADDITION 126.50 FF 1 125.83 FG 12· 129. 124. TA LESS WA TER Hf T[~ '., PA"CEf _A PER 1,,.., f?E.C. DOC NO. 2018--021194L APN 2 6t 180 53 -00 j 131.fOO TW u qoo BW I 12" A(?EA DRAIN 131.0q TC 124.41 /[ NE W 5' HIGH FENCE i PER LANDSCAPE PL ANS ' 129.07 FG ,i-'¼-L _ , _______ _ EXISTING GAS METER 136.25 FS EXISnNG El.ECTRICAL M[TfR EXISTING RESID£NCt.~ 436 7 HIGHLAND DR PARCEL A PER REC. DOC. ND. 2018--0211942 APN 206·180-46-00 NEW WA TER FEA TUR£ PER LANDSCAPE PLAN IJJ.00 TW 128.50 BW 6" LANDSCAPE DRAIN 139.30 TG 138.47 /£ NEW SITE WALL 138.00 TW 136.50 BW [XISTTNG WAl/.---:..=---trrll NEW SITE WA LL 135.00 TW 132.50 BW 136.50 FS 139.50 TW_.,...,, 138.00 BW -131.00 TW 130.00 aw 132.50 TW 131.10 BW --.- 1JJ.5o Tw; 132.00 BW1 ' I 1\1-5.50 TW 1y9.00 BW } I 133.50 FS 132. 75 FG 134.25 PG 136.50T ,W::,_...--i:I ___ ./ 135.00 □ t-..- 139.00 FS I 139.50 FS 7 ( J 25 '13 .50 . _.,rl,39.SO· S 138.0D 1145.5 i140.5 I . I G • D TW 0 BW 140. 139 $4 X r I I I I I -➔-~,"---1---143.50 TW 140.00 BW ( --t,-/ --,L~6" LANDSCAPE DRAIN 139.20 TG 138.20 If 14:f•50 TW (' 141.0°\BW I 6" LA~DSCAP[ ORA/fl 139.30 TG / 138.44 IE 6" L,f,DSCAP[ DR1 N 1139/Jii TG 13p.21 IE f d 145.00 T f 141.50 8 I ( 144.40 TW FS j 141.09 BW __;__.1-;;,..----145.50 /TW C,. 142.0018 W "' 145.50 TW "., 142.00 BW 24 TP FOUND MONUMENT G) t,~e6 , . J/4" IP AND DISC STAMPED LS 3468 PER RJ 145.50 TW 142.00 BW U) (fJ ![XISDNG 1.5'' W~ TfR METER ,n TO REMA IN AS LANDSCAPE WA TER METER X 14.i3 77 ~7 ~--······' U) I \ 0 [Tl CENTERLINE SERVICE PER DWG I X 1437p 94?SH££T11 TO 'REMA/N O i \ I ✓[XISTTNG 21 WAT[R I"':.---~ .-- RIGHT-OF-WAY UN~--"I PROPER TY LIN[ /(14Jr:, ,_s_J -----!'::~-r e;-,---1 146.00 TW '17 r·~· -~1-4-2:-50-BW•--1-IJ) ... ,._------~---,-t"""'I ~------JD' -,"'~---+--+--'-'----25' 1----+--cl ,, ' 0 l"''l ' ' • MAT&H EX.· GROUND [X ~i UNPAVEq 146.00 TP r I I \ / 138.75 FS •. I £ I ' ·! f o I 142.21-EG "/ 41382 DRIVEWA YX :4\oa 1tco jI~:C:o:::trn:::r:::r:a:o:1--. -~ ,_ . --·~ • 1 1 \ b • • ' ! I I ) ) i f I \ I ! -! 10' SYSB -- ~RDPERTY LIN[\ I I -N 73·53'53" E 226.59' / ...,! ____ I ._/ __ -I - ' ' 146.0D 7P---i'--12'J 133_l,o FS ' I --/-'-; -- I • 77.1 b " • ~ 16' ORI VEWA Y APRON PER , . --!-• . .~ Cj;fY OF CARLSB~D GS-121 , I ' MATCH [X. GROUND 142.32 EG ' ll1 /(1~4.19 ES) / ,n I PO I yo <g I r·-· f,, ,., I I #, i S!t'!.1,;.: __ QAJI: 12/11/20 ,... ELQI._Q_~If.: 12/11/20 ~ EUJ: __ NAM.f.: J:\Acbve Jobs\3028 ANCHORAGE 1NVFSTMENTS\CIV1L\DRAW!NG\DISCRETIONARY PiANS\.3028· CV··CDP.dwg SITE LAGOON SCOPE OF WORK: SIT[ IMPROVEMENTS ASSOCIATED WITH NEW ADDITION TD [XISDNG R[S/D[NC[ AND NEW GARAGE. ADDRESS: 4367 HIGHI.AND DRIVE CARI.SBAD, CA 92008 LEGAL DESCRIPTION: PARCEL A IN CERTIFICATE OF COMPLIANCE DOCUMEN T 2018-0211944 RffDRDED MAY 25, 2018 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 7, 1989 AND DOC. 2018-0481209, RECORDED NOV[MBER 19, 2018 IN SAID OFFICE OF THE COUNTY RECORDER. APN: 206-180-20-00 206 -180-46-00 206-180-53-00 SITE AREA: LOT AR[k 50,192 SF /1.15 AC EXISTING IMPERVIOUS AREA: 24,117 SF EXISTING IMPERVIOUS AREA TO REMAIN: 10,960 SF PERCENT OF SIT[ TD Bf LANDSCAPL 32% NEWLY CREA TED IMPERVIOUS AREA: 4,709 SF REPLACED IMPERVIOUS AR[k 8,689 SF TOTAL NEW AND REPLACED IMPERVIOUS AR[k 13.398 SP TOTAL POST-PROJECT IMPERVIOUS AR[Ar 24.358 SF TOTAL DISTURBED AREA: 35,793 SF LANO USE DESIGNATION & ZONING: RES/DcNTIAL, R-1 SETBACKS: FRONT = 20 FT SID[ = 10 PT REAR = 20 FT LDT WIDTH & DEPTH.- WID TH = 230.DO PT DEPTH = 226.59 FT LOT SIZE: 50,192 SF (1.15 AC) EARTHWORK QUANTITIES: CUT: FILL.- /MPDRT.- [XPORT.- R[MEDIAL LEGEND 65 C. Y. 550 C. Y. 485 C. Y. D C. Y. 1,000 C.Y. PROPERTY LIN[ SETBACK EXISTING LOT LINE RIGHT-OF-WAY CENTERLINE OF RIGHT-OF-WAY EASEMENT LINE LIMITS OF DISTURBANCE [X_ BUILDING FOO/PRING EX. BUILDING OVERHANG EX. RUAINING WA LL 't' EX. OVERHEAD ELECTRICAL LINES --· ------· OE PROPOSED BUILDING FOO/PRINT SITE WALL -- 't' ---OE SffiUCTURAL WALL RETAINING WA LL tlllllllll l l l llll Iii AREA DRAIN (Sil[ PER PLAN) PR/VA TE STORM DRAIN □ HAROSCAPE/CONCRETE SURFACE ~[ _.-_. _: _.-_________ :~-] PER VIOUS PA VERS BIOFIL TRA TlON BASIN AREA """"""""""""" X X )< X X >( X X X X X X X " " " " " " " " " " " " " . ADDITIONA L BMP AGGR[GA Tf STORAGE ZONE WALL/F[NC[ ABBR[VIA DONS, Tr = TOP OF FENCE TW = TOP OF WA LL BW = BOTTOM OF WALL TP = TOP OF PILASTER NOT PLOTTABL E EASEMEN TS OF RECORD EASEMEN T FOR T[L[PHDN[ AND/DR [LfCffilC POLES AND LINES, S[WfR. WA TER AND/OR GAS MAINS ANO PIPE LINES ANO INCIDEN TAL PURPOSES, RECORDED AS BOOK 203, PAGE 88, OF OFFICIAL RECORDS. EASEMENT FOR TELEPHONE AND/OR ELECTRIC POLES AND LINES, SEWER, WA 1ER AND/OR GAS MAINS AND PIPE LINES AND INCIDENTAL PURPOSES, RECORDED AS BOOK 1745, PAGE 197 OF OFFICIAL RECORDS. EASEMENT FOR TELEPHONE AND/OR ELECTRIC POI.ES AND LINES, SEWER, WA TER AND/OR GAS MAINS AND PIPE LINES AND INCIDENTAL PURPOSES, RECORDED AS BOOK 1646, PAGE 234 DP DFPICIAL RECORDS. EXA CT LOCA TlON AND EXTENT OF EASEMENTS NOT SPECIFIED. GRAPHIC f---1 -~ 10 5 0 No. 73620 SCALE: i 10 PASCO LARET SUITER ~ ffe>;Jl ;1l lill Ir:: Uffe> 1f IE$ San Diego I Solana Beach I Orange County Phone 858.259.8212 I www.plsaengineering.co m PLSA 3028 PLANTrR BOX PLANTrR BOX FRONT YARO SETBACK! APN 206-180-53 20' FYSB PL · I· PROJECT I SITE I SITE CROSS-SECTIONS HIGHLAND DRIVE CL JO' I •• I EXISTING ASPHALT ROAD NEW GUEST PARKING PL PROJECT I SITE NEW GARAGE 136.5 FF DRAINAGE SWALE ~~~A%~~~~~~~~~ @ SECTION: WALKWAY NOT TO SCALE © SECTION: NEW GARAGE NOT TO SCALE NEW RESIDENCE PROPERTY LINE NEW RETAINING WALL PER PLAN 118.25 TW BMP 117.0 FG BASKETBALL COURT 12" 18" DEEP MEDIA LA YER WITH ~i.p,..U 5 IN/HR FIL TRA T/ON RAT[ Ml~°a'--,_' -I PL I PROJECT I 5' I ' I SI TE I PUBLIC -• I STREET AND UTILITY 25' 17.' EXISTING FENCE 18"X18" OVER BY BROOKS FLOW CATCH BASIN 118.0 TC, nf~,At;_.PROVED EQUAL 12" PONDING DEPTH 118.25 TC 8' HIGHLAND DRIVE CL EXISTING GRADE @SECTION: GUEST PARKING @SECTION: NEW DRIVE AT NORTH PL NOT TO SCALE NEW RETAINING WALL PER PLAN IB~ HIGH CURB 119.5 TC 50' _,/"ROAD CL 25' I 2J' 10' I EASEMENT I I TO BE REMOVED ---: I I LINE OF PROPOSED T I I L . , , "".< ::;;:(/:~0~/¾"-c;;:~,y/),w~w'>-¼~~~~~b ROAD '~~~~~~~~~~~~1~1~~ ~~ / 'm /1/,/c,r A//';>'" ,,. ,, "•~~~t~~~~~-~~'1'1~~~~1' " /., , · / '//. »>> 1//~1//~1//~/>~%~/tf,D~~g/ SECTION: HIGHLAND DRIVE (50 ') • (206 180-20-=• Lf'1411 TO SCALE PL PROJECT SITE -I I I J NOT TO SCALE NOT TO SCALE PROPERTY LINE /2" PONDING DEPTH NEW CONCRETE ACCESS PATH SECTION: PARTIAL INFILTRATION BIOFILTRATION BMP 1 -SOUTH NOT TO SCALE HIGHLAND DRIVE CL ROAD CL 55' JO' 22' I I 23' EXIS TING PA VERS 25' TO BE REMO:}D LINE OF PROPOSED I I . :INISH-[D GRAO-E I~-----·· ------~ . -J i EXISTING ASPHALT '1//,v ~;,:::;;:~~ · ,,~,'(/~/ ~,¾~~ ~ • ROAD ~~%~-~~~~~~~~ 0 C 53 00) NOT TO SCAL E NOT TO SCALE 10' APN 206-180-50 APN 206-180-20 PL REAR YARD SETBACK 20'RYSB =7 PRO.ECT SIT!: 18 " HIGH CURB APN 206-180-33 APN 206-180-20 PL PRO.ECT PERMEABLE PA VER WALKWAY 123.0 TW I SIT!: 123.0 FS ® SECTION: PAVE RS AT NORTHWEST CORNER BOGG£ COURT PERMEABLE PAVER 117.5 FS WALKWA Y 118.0 FS R /W NEW RESIDENCE NOT TO SCALE -,7·"' ••7•-·· -~. ,-- EXISTING~ BUILDING '---....J, TO BE ~' DEMOED k" ~ NO T TO SCALE NEW DECK NEW RESIDENCE PERMEABLE PA VERS PER LANDSCAPE PLANS PERMEABLE PA VERS PER LANDSCAPE PLANS NOT TO SCALE SECTION · PERMEAB WALKWAY AND BOC~~ ~~i:: AT NORTHERN 7. 6' . TO NORTH W£ST CORNER OF POOL NOT TO SCALE NOT TO SCALE PASCO LARET SUITER San Diego I Sol &!, ffi:l!il!ilillllc:iffell1c "' Ph ana Be ach I O isc0 one 858 .259 .8212 I range County www.plsae ngineering.com PLSA 3028 I I I I I I 113 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I ! I I I I I I I ex,snNG WALL r o BE!EMOV[~ I r I ( ,1 I I I I ! I I ArN 206· 180-5~-00! I / I I f I I I I I I I I / I I I I ) I I I I ( I I I I I I I I I I f ; I I I , I I / I I I I I EXIS~NG ~OOL EQUIPMEN f J;b REMAIN / / I ,; I I AryN 206 1_80-51 ·r t ' I \ I I I I I I I i- ii 'I I ' PfiOPERTY LINE -- EXIS nNG WALL TO BE REMQV[Q EXISTING POOL I I I I I ) I ' .--":'..,._,_ TWoa120.86 ;o] T EXIS/INGj DRAIN INLET EXISTING SPA I -- I I ff [i I EX/ TIN D AIN /NL T TO BE EM VED I II I I I I I I I 11 \ I I I I ~ROPERJ LINE\ -f I $A.Y.f .. J)Jl.IL 09/21/20 ,_ p_(,,_QI_.D.AI[ 09/2.1/20 ,_, rnE. ... N~M.b.: ,J: \Active ,lobs\3028 ANCHORAGE INVESTMENTS\CiV!i.'\Df{AWING\DISCRET10NARV PLANS\j028 -CV--CDP -02.dwg TO BE MOV[O EXISnNG WALL TO BE REMOV[O EXISTING DRAIN INLET TO BE REMOV[Q I 'II """'i I EXISTING CONDITION AND DEMO PLAN COASTAL DEVELOPMENT PERMIT 2020-0003 4367 HIGHLAND DRIVE, CARLSBAD, CA 92008 TO 8£ REMOV£D EXISTING CONCRETE AND STEPS TO BE REMOV[O EXISTING DRAIN INLET TO BE REMQV[Q I PARCEL A PER \ REf. DOC; NO.i2018_-:·02_11\42 APN 206-· 180·53· 00 I ' I I I I I I I \ \ \ // .,,.✓ _____ .,,.. __ 7 N 73"5Af' E 226.59' ..I • ··t-----.;I""'' • • , TO BE REMOVED TO BE MOVED I I I I I EXISTTNG STEPS TO BE REMOV[O I I I I I - I I I 7 ---,-! ------/ EXISTING El.ECTRICAL METER I ! I I I - I I I I I I I I I I I I I J I I -- \ I EOUN~ MONUMENT J/4" IP ANO p1sc STAMPED LS Jr 68 PER RJ ' I I j I ' I I -- 1 rEXISTING WATER _j _ METER TO REMAIN ::§: i , \ 140.79 \ ---j-OE CENTERLIN[ X 14377 X '4310 I 0 m 0 m ' 0 m I O! m 0 m 0 I I I ) 1 ' I I I \ I m _..------' ---. RIGHT-OE-WAY ~/NE __ ,-j PROPERTY LINE I ' !-~------------55'1------+'~;c'-~--l IH m r· ii ,_ _____ JO' ------1-----25'1,-1:_,.._,. _ __, I I ! IV I t~ /), f LEGEND PROPERTY LINE [X/STING LOT LINE RIGHT-OE-WAY CENTERLINE OF RIGHT-OF-WAY EASEMrNT LINE [X. BUILDING EOOTPRING EX. BUILDING OV[RHANG EX. RETAINING WAL EX. OVERHEAD ELECTRICAL LINES EX. STRUC1VRES TO BE REMOVED EX. HARDSCAPE TO BE REMO VED EX. PA VERS TO BE REMO \/ED -- --OE --OE 1/////////1 ~ GRAPHIC SCALE: 1" = 1 O' lf---,~---1--1 10 5 0 10 20 I 30 PASCO LARET SUITER San Diego I Solana Beach I Orange County Phone 8S8.2S9.8212 I www.plsaengineerlng.com PLSA 3028 < -m E ~ I < -m E Qt ' ' RENDERINGS U\ -::c 0 -m m ~ ii! - .,_ • ·,~, = I ~i '· . ~~.av " ~ ~ -U\ m -!!I 0 z U\ I ~ -:::,. U\ ..., U\ -C: ..., m ~ u 0 .. z !" < m E \J.l -., I • ... , ; . '• •~" ~, ~ ... ~ t.W/4t ,~,,~ ,, rr••/,, . 't; f1,-((,_, ' "-"1''• ,,,, • -~ -~•n ✓ ..... • • ' ... ,t.-1 .. ~ '>: '·t· ~ ·'$«1< .• I' :. ~f• ~::, ... . . 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' • > .,..,~ ~,\, ..... •}~•-~-¥. ~,~,, .JI ,/ ~if,.~ a! "',)' ~ ··'~ ·-':,,.;l 1:1-: ~"+.;.~ 'I ' AT .c~~, .. ,•,J:O,_ll, ' ,-,.• ..._, ···" ~· ,,, l,41~1 ~ ' "~ .. ~ ·-?~- , l -~v.·~*t ·' ?~~··· ~.~--~-,· • ..,? ·~_., -1/t,. 'i' " ,..,,. • • -·~· ~xii,-\. A _.,-~~. CROWLEY RESIDENCE 4367 HIGHLAND DR, CARLSBAD CA 92008 < -m E - ~ --~~ ,-~i .,,'!{£,, ·r1 ~ l"'.'i-,.l."i' --' ~(.#:!. ~ . J •. , .'~ .: -: -• I 1 < '. •• ' ~l -m )'. ' E :, \ IN LI l' • • • ·- ~, ' . ' ' I i ,.. I ' I -I l f ARCHITECT DON L. LOONEY (760) 434-7966 w z ::J >-1-oc w ~ oc 0... I ·I -- --. -. --- I i ~-"""<>-""- !-·-··-·•··--............. , • ~-·······----' f . ----•--···· , ........ . i LAWN NEW RAISED -----J'-, PLANTER$ PROPERTY LINE \ ' I n w z ::J >--f- l}'. w ~ 1k'. 0... STREET DEDICATED AREA I ·W I > ! oc 10 n z j :r -~ 1-, :r ' z 3 IL § U- _J w > "f z <( i:: 3 w z i I SSUE ID ID a, " ' ... 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I \ \ \ \ \ \ \ \ SITE SECTIONS 0 ~ ~ I I I I I I I I I I I I I I I I I I I I \ \ ~ -im ~ (P • .... # ~ ' I~ li' -1~ .... :c '' :(]] .,; D M,1~====1 fa!-I ~-·· ······ -!~ ~. ,-,, I~ a ' •. \ \ :I m ~ 2 ~ I! r \ m X (f) -f z GI GI JO l> IJ m I \ ~ :5 i!l 0 2 "' \ \ \ \ \ \ \ ~ l ' '\ \ \ \ \ ~\ "' I\) ,, -f I m GI I -f C :I -f \ \ ~ (J) l> -I;; -f iii' m ' _'.'._ (J) 'm (l), () -f -~ .. () .. " •• ~ , ..... T :i ~ W/r1r11~~ ' ll\ :I 0,,. :,J .. 8 iii :I :,J ~ .. ml:I :,J ... -< ;1l Ii §i mm ... :,J 111 :1'1 ·t '. ,( ....... :::::::::;:\ ITTTT:1 ;;; ..... =··········=·········=·: ri~mxlJL !JJ'1jjl l ~•-i ~ 1,LL!l\ \ I • V ~~j -·, w ~ • :,J " 8 •. :I □ C ~ I~ . Ii' m X (f) -f z GI GI JO l> IJ m ~- ~~I '-~~W½ ~ l. ::1::r1:::r1 di imTTffif1 "' - I\) ,, -f I m GI I -f C :I -f ~ (J) l> -I;; -f iii' m ' _'.'._ (J) i, m () -f -() z .. 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I I I I I I • 11 I I I I I I I I I I I I I I I L_7 I I I I I I I 7 r ---), I I I "" I\) ,, I -f I I m GI I --l C :I -f I I I \ I Ll \ □ I --, ---~-,~-------· -·---1 ~ .. ;j -I ~ ~ ' 'Ti' ' \ \ \ ' I I I I I I I I I I I ,1~~=' / f l ,T I I 116.., I liJ . I -, Ci---· ' :,J ------__ , .~•~Ll ..... _ I I I I I Ll \ \ \ ' -- () \ ~ ,,. I r,1/t~ I 1 ~ I I - 'j•·--·····-··········' 7 \ I \ I I \ I I I I • \ s ....... -ffi ~ ,., () "' m -~ :,J ~ '''''"'""""b,(j c! \ \ \ m X (f) :::! z GI GI JO l> IJ m I t \ I ~ A • I'll CJ ~ ffl CJ CJ ~ r m:.••····· I -10 ·-e · \ 5'-e ' Z h I'! l'I E 'Ii' ';;:~ ' ' -' IS' j i *~ [~~ I\) ,,. -:c -"' • a m-/ ; 11 .... ,. ; ' CJ Iii r--, !i ""'~-~ I 'lif=7'i;====I11' rt~1 \)I ~ II '/ nllir i,, ,;v --,----r 7:, \ -,_R;m I I I I I \ \ \ I I \ \ \ I \ \ I \ \ \ I I \ \ ;;; "' I\) ,, -f I m GI I -f C :I -f I \ \ \ \ I I I I \ I \ \ \ I \ I ARCHITECT DON L. LOONEY (760) 434-7966 NEW CURB MOUNTED FLA T MILK GLASS SK 'r'LIG.HT, WITH BRONZE COLORED FRAME T'r'F. CLASS 'A' TORCH DOWN ROOFING T'r'F. FOR FLAT ROOF AREAS 10'-1" F L. I-ff. 12'-2'' FL I-IT. FF= \26.5 >-' I _j IL ' T .(\) "' ~ N -ii ~ FLAT ROOF ~ >-' I _j IL ' T " _, w > w _, ll' w IL IL " r I >-' I _j "' IL ,; ~ ~ I IL -~ ROOF FLAN ~ =5=C=A=LE=, =l/=8=,,===1=,_=e=,=, =============================<:] [) EX ISTING 5 PLAR P ANE • >-' I _J ."' [L "' ' ~ T " ~ ~ STONE WALL WITH STONE CAF ROOF PLAN NOTES I. INSTALL CLASS 'A ' ROOFING - FOR TILED AREAS' REDLAND MISSION TWO PIECE CLAY TILE, ROOFING FELT PER MANUFACTURER'S SPECIFICATIONS. UES EVALUATION REPORT UES ER 445 FOIR INSTALLATION REQUIREMENTS 2. FOR FLAT ROOF AREAS' PROVIDE GAF "RUElEROD" 'TORCH-DOWN' ROOFING MEMElRANE PER ICC ESR-1274 REPORT 3. PROVIDE ATTIC VENTILATION PER ATTIC VENT CALCULATIONS ATTIC VENTS SHALL MEET STATE FIRE MARSHALL REQUIREMENTS AND SHALL HAVE A GALVANIZED WIRE MESH NO GREATER THAN 1/8" APART. 4. ALL VENT P IIPE5 / FLASHINGS TO ElE PAINTED TO MATCH ROOFING 5. PROVIDE AU NECE5SAR MATERIALS~ FLASHING TO INSURE A WATER-TIGHT ROOFING MEMElRANE. to. PROVIDE SHEET MET AL DRIP FLASHING AT ALL ROOF EDGES 7. ALL STARTEIR ElOARD (IF OCCURES) SHALL MATCH EXISTING ~-------TRELLIS IN FRONT OF GARAGE DOOR '3'-2'' PL I-IT. z <( _J 0.. u. C) C) ll'. ~ u z ~ Q ~ VJ ~ ~ ~ ~ ~ ~ 0 ~ u ID ID a, " ' "" M "" ,.... C ID " ...., > w z 0 0 ..I ..i z 0 C ti w t:; ::c: ~ < oc 0 0 N °' < u 0 < co V, ....J " .,: u µJ > c2 0 0 z -< ....J :r: 0 :r: ,.... ,a ,~ .,,. JOB NO. ISSUE 10 -12-20 REVISIONS SHEET 1 OF SHEETS w z ::J >-I-lk'. w & (k'. (L I ~ . BATI-I SPA DECK POOL I SPA I -----. ·- . PROPERTY LINE II II u u CLOSET BEDROOM SEDROOM BATH ENT~ EXISTING RESIDENCE 4341 l-41Gl-4LAND DRIVE AFN 200-1 ee-20-ee UVIN<S (TO BE REMOVED) _______ J . FF = 11 ':l.4!:>' I ;- J-r-~-"----, ' ( i ~~ ........ LJ. .. . KITCI-IEN TERRACE □ □ GARAGE [ LA_ n ' I I I I uvtJu ·~·-,b;~ ... ,. I I I I I I I I I oa'•e• CL.G MASTER CLOSET 7 L PROPERTY LINE P R OPERTY LI NE TO BE REMOVED I I I ' ' ' [QI DINING ,,...,,.CL<> TOI" "IC>c.E BEDROOM 2 11 ,., ..... CLO. [QI □ □ □ □ EXISTIN~ FLOOR FLAN SCALE1 1/e "= 1'-0 " PROPERTY LINE . I O BEDROOM I .--u \ '· / I '--l .-- \ '· / I '--" . -·-,· ,;o,,.,, l!I ' t,i,® BAT ' I ' -I -~. LAUN R;I GARAC.E , ..... "I i\ I I I I _/ 1:1 OFFICE ,e·-e CL.G < i 11 0""'"1UAL.1.!' GYM ~-~ GUEST ROOM LA__ . I J ' \ ' \ \ \ \ GARAGE L H PROPERT, LINE EXISTING CARPORT (TO BE REMOVED) ~SI X 1------~ G K ITCHEN :X r . . . 7 I ·-''--. 1~ ::J >-I- lk'. w & . (k'. (L I I ------------------. -- _J \ \ I • ---,., LU > -oc 0 0 z <{ _J I \.') -I z <1: _J 0.. ll' () () _J u. ~ z i= <JJ :X w ~ u z ~ Q ~ VJ ~ ~ ~ ~ ~ ~ 0 ~ u ,..... 0 II) " ....,, > w z 0 g ..i z 0 C ti w t:; :i:: ~ <( 00 0 0 N 0-. <( u 0 <( co C/J ' c2 <( u uJ > c2 0 0 z <( ....) :i: 0 -:i: r--'° co .,,. JOB NO. ISSUE 10 -12-20 REVISIONS SHEET OF SHEETS I w z _J ),- t- 0'. w ~ O'. IL I ' ~ . . PROPERTY LINE ,------------,,=======1,71=====,,==========~===============~ II U-7J 11 11 ii lj 6ATH CLOSET jj lj ii II 11 11 ii Ii ~ r I I 11 I I 1,------11 11 11 11 ii IL------c!J L'=-------11 I I ,-----------7 6EDROOM I GARAGE I :1 11 11 1: r 11 11 11 11 11 II 11 11 ii Ii I 11 IIr" 11 1: I 11 BEDROOM _Jjl b--------JL ______________ _J_J i ~ \~ :7 7: :-------------: I "> 11 11 ieAf!:! II I I I '-~ 111 i' II I I ~ I I II I '0 I 11 II I I : '~'f-==========i ~L_-cc_-cc_-cc_-cc_-cc_~I : : i D ECK ii ~i i ~-----------------------------------, I II EXISTING RESIDENCE 1l : I I [ [[ 4341 1-llGl-lLAND DRIVE [[ I / \ \ :: APN 206-\Be-20-ee :1 \ / \ I II u v,NG (To eE REMOVED) 1[ \ I I ,--7 I I I SPA I I I L __ _J L. . PROPERTY LINE .J . PROPERTY LINE ,-----------7 I I I I I I I I : EXISTING : I CARPORT I I I I (TO E>E REMOVED) I I I I I I I I I L ___________ J w z ....J ),- 1- 0'. w ~ O'. IL I 11 i' "" I \ __,.- I 11 ~ \ I \ I II FF= I1':'l.4!:>' : ', I ", ____ ------ 1 II KITCI-IEN 11 ,__ I '-...... __________ _ I 11 11 I ____________ _J -------------- 1 II 11 I I ii 11 I ~ ----------------_j-L __ ------_-_----------___ _J_J : I • l._ PROPERTY LI NE TO E>E REMOVED ____________ _ _____ _ ----------------------------------------------------------------------------------------·+ 7 . ------. ---------. --. --------,--' I I I L __ GARAGE ---_:::::r---7 ---/ -I / - /1 ;// : 1 r'J I // w I I I Z I II ::J I : ! I GARAGE II r I I I t-I II O'. I I I . It I 11 0 I FOOL SPA TERRACE I I O'. I I I IL I \ \ I \ \ I I I • I I I I \ \ I \ \ I \\ I '-~--:i_ I _________ _J I r-;:=::,i Ir = ::,i 11 11 11 11 L': = ::J L':=:J ----I / \ \ \ \ Ir = ::,i Ir = ::,i 11 11 11 11 L':=:J L':=:J I I 0""'1J1UAI.J,.> '--0 I GYM r--,-~ I \ I ----I / I II GUEST ROOM G KITCH EN "ii' ' ' '-. '-. ..__ ' ' ' • ------------- '--" II - LA_ WALL LEGEND DECONSTRUCTION FLAN WALLS TO E\E R EMOV ED SCALE, i/8"= 1'-e " EXISTING WALLS TO REMAIN ' ' _J PROPERTY LINE ' . . . ' . . . . I w > -oc n n z <( _J I "'1 -I z <t _J IL z 0 ;:: \.) :::, oc t-"' z 0 \.) w 0 ID ID a, " ' st M st ,.., 0 ID " ....., > w z 0 g . .... z 0 C w w t:; :i:: ~ < 00 C 0 N "' <( u p <( O'.l c./J _J "' <( u "" > ::;, p p ~ :r: JOB NO. ISSUE 10 -1 2-20 REVISIONS SHEET OF SHEETS QUALIFYINC:s 6ASEMENT WALLS ••••••• PERIMETER UJALL6 TI-IAT Tl-IE VERTICAL DISTANCE FROM EXTERIOR GRADE TO Tl-IE ADJACENT INTERIOR FLOOR BELOUJ 16 GREATER TI-IAN Tl-IE VERTICAL DISTANCE FROM EXTERIOR GRADE TO Tl-IE ADJACENT INTERIOR CEILING ABOVE. CARLSBAD MUNICIPAL CODE, CI-IAPTER 21.04 DEFINITIONS 21.04.045 BASEMENT. "BASEMENT" MEANS Tl-IA T PORTION OF A BUILDING BETUJEEN FLOOR AND CEILING UJHICl-l 16 COMPLETELY OR PARTIALLY BELOUJ THE EXISTING GRADE OR FINISHED GRADE, UJHICHEVER 16 LOUJER , BUT 60 LOCATED TI-IAT Tl-IE VERTICAL DISTANCE FROM EXTERIOR GRADE TO Tl-IE ADJACENT INTERIOR FLOOR BELOUJ 16 GREATER THAN Tl-IE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING ABOVE. Tl-!16 DEFINITION MUST APPLY TO A MINIMUM OF SEVENTY-FIVE PERCENT OF Tl-IE PERIMETER OF Tl-IE BASEMENT FOR THAT PORTION OF A BUILDING TO QUALIFY A6 A BASEMENT. r:=: / DN TO WINE CELLAR 0 NORTl-4 WALL □□□ l □□□□□□□ 1---+---ll f □ ' DN TO WINE CELLAR P. .,-...... ., ~=i_WINE ELLAR + 122.!:>' UNDER GARAGE &OUTl-4 WALL 6ASEMENT FLAN ~I ' I I C •• . • . . .. STRUCTURE ~ MECl-lANICAL PLENUM UJINE CELLAR 122.&' STORAGE a----, ' I ! ____ ... , ........... , I: 6ASEMENT SECTION SCALE' 1/4" = 1'-0" GRADE ELEVATION TYPICAL FOR NORTl-4 { SOUTl-4 WALL& 6ASEMENT CALCULATION ---- ~exl5TING GRADE OVERALL PERIMETER UJALL CALCULATION PERIMETER UJALL6, THAT Tl-IE VERTICAL DISTANCE FROM NORTH LF PERIMETER UJALL = 3s'-6" EXTERIOR GRADE TO TH E ADJACENT INTERIOR FLOOR SOUTH LF PERIMETER UJALL = 3S'-6" BELOUJ 16 GREATER THAN THE VERTICAL DISTANCE FROM EA6 T LF PERIMETER UJALL = 28'-6" EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING UJE6T LF PERIMETER UJALL = 28'-6" ABOVE. TOTAL LF PERIMETER UJALL6 = 136' NORTH LF PERIMETER UJALL = 3S' -6" SOUTH LF PERIMETER UJALL = 3S'-6" EAST LF PERIMETER UJALL = 28'-6" UJE6T LF PERIMETER UJALL = 0'-0" TOTAL LF UJALL6 = 101'-6" % CALCULATION OF BASEMENT QUALIFYING UJALL6 136' = TOTAL LF PERIMETER UJALL6 1 e1' -6 " + 136' -e" = 1s% 102 LF = 75% MIN REQUIRED I 07' -6" LF = 7S% PROVIDED 7S% OF THE PERIMETER UJALL6 ARE LOCATED THAT THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR FLOOR BELOUJ 16 GREATER THAN THE VERTICAL DISTANCE FROM EXTERIOR GRADE TO THE ADJACENT INTERIOR CEILING ABOVE. <1) z () ,_ <! _J :J (j _J <! (j ,_ z w r: w <1) <! Ill ~ u z ~ Q ~ C/J. ~ ~ ~ ~ ~ ~ 0 ~ u 10 10 0\ r... ' ., l"I ., ,.... 0 10 r... ~ > w z 0 g . ..I z 0 C w w I-.... :c ~ ci: 00 0 0 N °' < u 0 < cc V, ....l c,: < u w > -c,: 0 0 z < _J :r: cJ :r: ,._ ,:, '" st JOB NO. ISSUE- J@-J2-2@ REVISIONS SHEET 10 OF SHEETS • \ ·, I ' ...... . .• ,,,,.,,,,\,I 00 J .1._, ·s : ',-. .. / R LA I !? AL ___ ;:\ T 18 'CY~- l{lNG 112 4 A TION ('Ti')/ r , , l,, \ ur I ~--ZO,\J[ _;.-.~- 1:13_2"! T[ I 7. I ; / ntA nor/ z$Nr-- rDR TPNJS!TiON ,.,./ NED Bjvf P ! , I ON B!!)FIL i,RA T!Ofl// i j 0 i ~·c.f_ 0 ERr, RAT-0 rp IDRAtN i , I OF $MP -/ BO(TOM J Tfj£ NORTH HOR '\/ j i / / I ?£tA/N/NC/ WAifL .....--:oRso c-i4 1 1 ! I f L' / EXISTilf.lC ,WALL -- 'l'Q RFVA 1i1 ,l ' 'f '' '/'· 1' 0 A ,·aj,S( ' ! j ·1 . ,L e;t it9,0RAlfJ --- J 7% /'J0,9TH TC ;A nofi zod1£ / ' 0 0dL ,J / f I I i I I i <I, ' ' 1!80-51 --00 --------;s ,,$PEc t 20' RY,B --l+IJ--!i 124.o rw1r--- //B.O 8Wi\ i 24. 0 FS[ ~\-tf-,11·{ I ' 12 -Jj ''4/ ' ·xiSTING POOi_ ,PA 1 i C:fll I 12s.o re PA , p t TA1 \ 1-EX!Snt·!G DRAIN !NLC"T W REMA/,\' zy 126.5 FD- 124.00 TW··\ 12/.75 FG ·-··--l \ ½': / \ _..--N[W COLUMN, s 125.2 FS 7 I PA 12'5 0 FG 0 / • .,, rt--•s.: , ~-,_,~! ~-~i-=---~lS!/NC WA~LS PA -> : i IO :=~~-o--------V ,,.,-r29._oo _ rw r 26.50 BW /~27.00 TW 126.50 BW -b6.5 %ifu. MASTER ; -1 J 4 ',() '. ' • '' J , 126 50 I ITT 1...118.252.rW i1700BW i Ol 4" Oty tfET PIPC_j N is; I N / -t lli'EW SIT/:f ~ :_ PER , I ' I.ANOSCAP'c' PLAN ' ..___, . STORM DRAIN 122f\bo TG 119.po 1£ ' J l F.XISTING/~TOl?M Dl?AfN INLET i TO R[MAlN cu;1,NOUT (121 37 TG) f 3:' (li/f.57 r[) I I iO' .SYS8 ' ,, , I ( ,,,,,.,/ ::: / -:: GREAT l25idi O ! ZR'k-1 t f i 12$: §'Fl; • v)-ff:;:,j. 119.0 PAD ft-' / l i:t ·-ff'----t:t,,NDSCA,-ST. Fi -~T26.~1J TC 125"1'8'=--/E EXISTING LIVING 1I!Bi:5FF 6" LANOS0 126.33 TG 125.30 I[ ORAIN 12s.o re 126.5 rc--•~1-~--~~J~ • 0 0 0 0 -J. - ' I __ _ 6" L !26.,~ ENT,?f5. 4 127.0G Ff HER -li~PSJi'~ "'A' ', , ·-,.IL "LL; HALL 124.72 CM/:OOT i'/1 128.00 8W Rf"C DOC N(J JO/f3-0J/F.42 A,P,'-i 2Cf.>-: bC :'.d-CO j [] 226. 59' _J lANKlESS !31. X [X/STI!' , GUEST HOUSE D HE}A,A/N ,-133. o rw 1l fnf " BW ,··' 133.0 FS- + 736,6' ldFHWJDSCAP I 3fl.t.'6l6'TG 138.47 /£ ,, 134.50 TWPA 13TOO"T5 ! 133.50 pw i 13'::i.57)-FJivJ-+·- I i .136 67 139.oo !rs / I / \ ' (GF=136.67) 145JO TW 140 bo rs 139.;50 BW 136.50 '.'. .:.:}4-,:··"i.--: 1 I ,, i i4 20 f i 4, 70 BW ,, i-.-, -~' iii' ' '-j PfiRMfABLE FA 1,£R A/(E-.A------,.::: PER -SO SB -----......_.............._ '/,\/STALL 1)1:COF-'A ·rrvt: ---·-- COBB!_!:.. f?f P F?AP -----, --~-+-I J8. 80 l-S --~-RAISE' Pl.ANT[F!S Pl ,R LANOSCAPE P/_A 1-/S /46.00 TP- ; Qt?. ·JO MONUMENT / \ I 3/4" IP ANO DISC STAMPtD LS 346'8 PER RJ TW SEfvrNG 2 6---7 80--r-oo I 25' - \ \ ----' -,--- --------3(/ -146.00 TP MA TC/-! FX CROI_H,lD 're·c 7% MA TC/-! EX (;i/()Ul',D 142.52 [G ---25' 0 10 20 s T u D I 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fax 949.240,9790 0 THIS DRAWING Al AN INSTRUMENT OF IERVIC£5 II THE PROPERTY OF THE LANDSCAPE ARCHITECT AND MAY HOT BE REPRODUCED IN ANY FORM WITHOUT THE lANDICAPE ARCHITECT'S WRITTEN PERMISSION ANO UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S NAME All DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR THE SOLE USE OF THE SPECIFIED PROJECT ONlY AND SHAU NOT BE OTHERWISE USED WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. WRITTEN DIMENSION SHAil HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORII} IHAll VERIFY AND BE REIPONIIBlE FOR All DIMENSIONS ANO CONDITIONS ON THE JOB. THE LANDSCAPE ARCHITECT II TO BE INFORMED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. EXISTING CONDITIONS AND LOCATIONS OF UTIUTIES HAVE NOT BEEN VERIFIED INDEPENDENTLY, IT SHAil BE THE RESPONSIBILITY OF THE CONTRACTOR{\} BEFORE BEGINNING WORK TO DETERMINE THE EXACT LOCATION OF All £AIEMENTI AND EXISTING UTILITIES. THE CONTRACTOR{II SHAil BE REIPONIIBlE FOR SECURING All PERMITS ANO ENGINEERING REOUIRED WHICH II NOT INCLUDED IN THESE DRAWINGS. CIVls STRUCTURAL, MECHANICAL ENGIN EERING, GRADING AND DRAINAGE BY OTHERS. SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH FABRICATION, THERESA CLARK LANDSCAPE ARCHITECT Date: 12.15.20 )Revisions: Date: !submittal 1 .29.20 :Submittal 5.22.20 'Submittal 10.12.20 [>-1'10 SCA p,.. Al' ' <' LJ "-1 u -J.c:..;I"";:....--r7 ...J ,~nature 0 6.30.2022 -/ * Reneviol Dole * rJl/' 12.15.2020 ':;:---..z "/ /c ale ?:-'°' (' OF CALl"O Job Number: 1921 Drawn By: /TC Shee t Title : Material Layout Plan Scale : 1"-10' ~o" Shee t Number : 11 .1 SDUllCE KEi ---------- MBS MODERN BUILDER SUPPLY 760.591.4570 BEL BELGARD 888.441.2497 EXQ EXQUISITE SURFACES 949. 716.2700 KRC KRC ROCK 760. 7 44.1036 HAROSCAPE LEGEND PAVING SYM. ITEM A GUEST PARKING B GUEST ENTRY WALK C GARDENER ACCESS D GUEST PATIO SOUTH E GUEST CENTRAL PATIO F CENTRAL PATIO CAP G DECORATIVE PAVING INSET -SEE DETAIL H MAIN HOUSE COURTYARD BAND I MAIN HOUSE COURTYARD FIELD J MAIN HOUSE COURTYARD INSET K STONE DRAIN L EAST WALK M HEADER N MAIN DRIVE ENTRY 0 GATE CHANNEL P TRASH ENCLOSURE Q MAIN HOUSE ENTRY R BEDROOM 2 PATIO S BEDROOM 1 PATIO T GREAT ROOM COURTYARD U GREAT ROOM INSET V GREAT ROOM BAND W GARAGE BALCONY X BALL COURT Y GAME ROOM ENTRY Z DOG RUN a CATERER ACCESS b GYM PA no c GUEST #2 PATIO AND STEPSTONES d POOL BATH e OVERLOOK f BOCCE COURT g BOCCE SURROUND h GREAT ROOM TERRACE GREAT ROOM STEPSTONE SANDSET j OLIVE TREE MULCH k DINING TERRACE I DINING TERRACE INSET rn MASTER STEPSTONE n NATURAL STEPSTONE SANDSET o GUEST THRESHOLD p q ( s t u V w WEST TERRACE MAIN DRIVEWAY BAND GREAT ROOM BAND UPPER GUEST PATIO MAIN DRIVE WINE CELLAR ENTRY ACCESS PATH VERTICAL ELEMENTS SYM~ _ IJEM AA GUEST ENTRY PILASTER BB GUEST ENTRY GATE CC RAISED VEGETABLE BEDS DD PERIMETIER WALL EAST 42"H AND CAP EE TERRACED PLANTER WALL AND CAP FF GARDENER ACCESS STAIR GG CENTRAL PATIO STAIR HH CENTRAL PATIO PLINTH II CENTRAL PATIO PILASTER JJ CENTRAL PATIO WALL KK GUEST ENTRY STAIR LL GUEST ENTRY PLANTER WALL MM WATER CHANNEL -SEE DETAIL NN GUEST ENTRY WALL 00 EAST PLANTER WALLS PP EAST STAIR QQ TRASH ENCLOSURE WALL RR RETAINING WALL NORTH SS BEDROOM 2 PLANTIER WALL TT BEDROOM 2 TRELLIS UU BEDROOM 2 ST AIR VV GREAT ROOM COURTYARD FOUNTAIN WW GARAGE STAIR XX DOG RUN FENCE AND GATE YY NORTH FENCE ZZ SOUTH RAILING ZA SOUTH RETAINING WALL ZB SOUTH PLANTER WALL ZC BOCCE COURT WALL ZD OVERLOOK STAIR ZE FIREPIT ZF FIRE TRELLIS ZG GARDEN STAIR ZH GREAT ROOM FIREPLACE ZI GREAT ROOM BBQ ZJ GREAT ROOM STAIR ZK ZL ZM ZN zo ZP ZQ ZR MASTER FOUNTAIN MASTER STAIR GREAT ROOM COURTYAD STAIR MAIN DRIVEWAY GATE MAIN DRIVEWAY PILASTER WINDSCREEN WALL DECORATIVE CONTAINER GREAT ROOM TRELLIS ZS WATER FEATURE ZT zu zv zw zx ZY YA YB YC YD YE YF YG YH MASTER GARDEN WALL GUEST TRELLIS GREAT ROOM STAIR WALL GUEST STAIR MAIN HOUSE STAIR EXISTING WATER FEATURE WALL GUEST ENTRY PILASTER CAP EAST WALK GA TE EAST WALK PILASTER EAST WALK PILASTER CAP HOUSE TERRACED PLANTER WALL BEDROOM 2 BENCH PACKAGE DROP SECURITY WALL WITH LATTICE 9'H YI LOWER VINEYARD FENCE Y J LOWER VINEYARD GATE YK YL YM GUEST DRIVE ENTRY PILASTER CAP MAIN DRIVEWAY PILASTER CAP TRASH ACCESS STAIR --~EI-N-1S~H _-___ _ PERMEABLE CONCRETE PAYERS/ TERRACOTTA TILE/RED PAREFEUILLES 3/8"-1/4" CRUSH STONE/COYOTE GOLD CUT STONE/DALLE OE FRANCE-GIVERNEY 3/8"-1/4" CRUSH STONE/COYOTE GOLD CUT STONE/SOUTHERN BUFF CUT STONE/DALLE DE FRANCE-GIVERNEY CUT STONE/SOUTHERN BUFF CUT STONE/RED PAREFEUILLES PEBBLE/ WATER JET STONE/SOUTHERN BUFF COLOR CONCRETE/MESA BEIGE ALUMINUM/BLACK COLOR CONCRETE/MESA BEIGE COLOR CONCRETE/MESA BEIGE CONCRETE/NATURAL CUT STONE/DALLE DE FRANCE-GIVERNEY TERRACOTTA TILE/RED PAREFEUILLES TERRACOTTA TILE/RED PAREFEUILLES CUT STONE/DALLE DE FRANCE-GIVERNEY TERRACOTTA TILE, 3"PEBBLE/RED PARFEUILLES, TERRACOTTA TILE/RED PAREFEUILLES TERRACOTTA TILE/RED PAREFEUILLES COLOR CONCRETED/MESA BEIGE CUT STONE/DALLE DE FRANCE-GIVERNEY 3/8"-1/4" CRUSH STONE/COYOTE GOLD PERMEABLE CONCRETIE PAYERS/ TERRACOTTA TILE/RED PAREFEUILLES TERRACOTTA TILE/RED PAREFEUILLES TIERRACOTTA TILE/RED PAREFEUILLES TERRACOTTA TILE/RED PAREFEUILLES DECOMPOSED GRANITE/COYOTE GOLD PERMEABLE CONCRETE PAYERS/ CUT STONE/DALLE DE FRANCE-GIVERNEY CUT STONE/SOUTHERN BUFF 3/8"-1/4" CRUSH STONE/COYOTE GOLD CUT STONE/JERUSALME TAUPE TERRACOTTA TILE/RED PAREFEUILLES CUT STONE/DALLE DE FRANCE-GIVERNEY CUT STONE/SOUTHERN BUFF PER ARCHITECT CUT STONE/DALLE DE FRANCE-GIVERNEY COLOR CONCRETE/MESA BEIGE CUT STONE/ TERRACOTTA TILE/RED PAREFEUILLES PORPHYRY COBBLE/ CUT STONE/DALLE DE FRANCE-GIVERNEY DECOMPOSED GRANITE/COYOTE GOLD NATURAL NATURAL NATURAL CHATTIED NATURAL SEEDED AGGREGATE SEEDED AGGREGATE TOPCAST 5 BROOM NATURAL NATURAL NATURAL NATURAL NATURAL TOPCAST 5 NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL CHATTED NATURAL NATURAL CHATTED SEEDED AGGREGATE NATURAL NATURAL NATURAL MATERIAL/_ COLOR -----------~.INISH CMU, STUCCO/ IRON/ REDWOOD /NA TUR AL CMU, STUCCO, BRICK/MATCH ARCH, TBS CMU, STUCCO/ TERRACOTTA/ TIERRA COTT A/ CMU, LEDGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD CMU, LEDGERSTONE/OSAGE GOLD 6" STONE SLAB/SOUTHERN BUFF CMU, LEDGERSTONE/OSAGE GOLD SEE DETAIL CMU, STUCCO/ CMU, STUCCO/ TERRACOTTA/ CMU, STUCCO/ CMU, STUCCO/ CMU, LEDGERSTONE/OSAGE GOLD IRON/ TERRACOTTA/ SEE DETAIL PER ARCHITECT IRON/ IRON/ GLASS, METAL/ CMU, STUCCO/ CMU, STUCCO/ CMU, PRECAST CONCRETE/MESA BEIGE TERRACOTTA/ CMU, STUCCO/ IRON/ PRECAST CONCRETE/MESA BEIGE SEE DETAIL SEE DETAIL CUT STONE SEE DETAIL 6" STONE SLAB/SOUTHERN BUFF BRICK/CHESAPEAKE WOOD/ CMU, STUCCO/ CMU, STUCCO, GLASS/ TBS IRON/ IRON/ CMU, LEDGERSTONE/OSAGE GOLD BRICK/CHESAPEAKE CUT STONE/SOUTHERN BUFF STONE VENEER/OSAGE GOLD BRICK/ WOOD/ CMU, STONE VENEER BRICK/ CMU, STONE VENEER/ CMU, STONE VENEER/ SEE DETAIL SEE DETAIL BRICK/ BRICK/ CONCRETE/NATURAL CHATTED CHATTED NATURAL NATURAL BROOM SOURCE BEL MBS KRC EXQ KRC MBS MBS MBS MBS EXQ MBS MBS EXQ MBS MBS MBS EXQ KRC BEL MBS MBS MBS MBS KRC BEL EXQ MBS KRC EXQ MBS EXQ MBS EXQ MBS MBS EXQ KRC SOUR-CE MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS MBS S 1· U D 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fax 949.240.9790 0 THII DRAWING Al AN INITRUMENT OF SERVICES II THE PROPERTY OF THE LANDSCAPE ARCH!][(] ANO MAY NOT BE REPRODUCED IN ANY FORM WITHOUT THE LANDSCAPE ARCHIJE(T'I WRITTEN PERMISSION ANO UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S NAME All DESIGN ANO OTHER INFORMATION IHOWN ON THE DRAWING ARE FOR THE IOlE USE OF THE SPECIFIED PROJECT ONLY AND IHAll NOT BE OTHERWISE USED WITHOUT THE EXPRESS PRIOR WRITTEN PERMIIIION OF THE lANOICAPE ARCHITE(l. WRITTEN DIMENSION SHAll HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTORII) IHAll VERIFY AND BE REIPONIIBlE FOR All DIMENSIONS AND CONDITIONS ON THE JOB. THE LANDSCAPE ARCHITTCT 15 TO BE INFORMED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS IHOWN ON THE ORAWINGI. EXISTING CONDITION\ AND LOCATIONS OF UTIUTIES HAVE NOT BEEN VERIFIEO INOEPENOENTlY. IT SHAU BE THE REIPONIIBlllTY Of THE CONTRACTORII) BEFORE BEGINNING WORK TO DHERMINE THE EXACT LOCATION OF All EASEMENTS AND EXISTING UTIUTIEI. THE CONTRACTOR{II IHAll BE REIPONIIBlE FOR SECURING All PERMITS ANO ENGINEERING REQUIRED WHICH 11 NOT INCLUDED IN THESE DRAWING\. CIVIL, STRUCTURAL, MECHANICAL ENGINEERING, GRADING AND DRAINAGE BY OTHERS. SHOP DRAWINGS MUST BE SUBMITTED TO THE lANOl(APE ARCHITEC1 FOR REVIEW BEFORE PROCEEDING WITH FABRICAIION. THERESA CLARK LANDSCAPE ARCHITECT Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 Date: 12.15.20 Revisions: Date: Submittal 1 .29.20 Submittal 5.22.20 Submittal 10.12.20 _.J - Job Number: 1921 ---~---·······----------------- Sheet Title: Hardscap~_L_e~g-e_n_d ____ ~ Scale: Sheet Nurnber: 11.1A ....... ---------------~~~~ NOTES: 1)AII landscape areas shall have positive drainage (2% grade in planting areas) away from all structures and terminating in an approved drainage system. 2)AII landscape maintenance is the responsibility of the homeowner. 3)AII utilities to be screened. Slopes 6: 1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards: a.Standard #1 -Cover Crop/Erosion Control Matting Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. The type of erosion control matting shall be as approved by the City and affixed to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15 erosion control matting shall be required. During the remainder of the year, cover crop and/or erosion control matting may be used. On slopes greater that 3 feet in height, erosion control matting shall be required and a cover crop shall not be used, unless otherwise approved by the City. b.Standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage with in one year.) a.Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a mm1mum of 1-gallon containers) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). a. Standard #4 -Trees and/or Lorge Shrubs Trees and/or large shrubs shal l be (planted from a mm1mum of 1-golton containers) shall be installed at a minimum rote of one (1) plant per two hundred (200) square feet. Slopes 6: 1 or steeper and: a. 3' or less in vertical heigh t and are adjacen t to public walk s or streets require a minimum Standard #1 (cover crop or erosion con trol matting). b. 3' to 8 ' in vertical height require Standards #1 (erosion control matting shall be in stalled in lieu of a cover crop ), #2 an d #3. c. In excess of 8' in vertical heigh t require Standards #1 (er osion con trol matting sha ll be installed in lieu of cover crop), #2 , #3 and #4. Areas graded flatter than 6: 1 require Standard #1 with temporary irrigation when they hove one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. PLANTING LEGEND TREES JSiYlliM~ ___ i B~OLiuA=NLCALNAM~F _________ ~CuOMMON NAM.~ ______ WLKQLS. ARB MAR Arbutus 'Marina' -multi NCN L GIN CAM Cinnamomum camphora Camphor Tree M CIT Citrus Citrus M CU? ANA Cupaniopsis anacardioides Carrotwood M CUP SUP Cupressus sempervirens Italian Cypress L FEI SEL Fe ijoo sellowiana Pineapple Guava L JAG MIM Jacaranda mimosifolia NCN M JU N SPA Juniperus 'Spartan' Spartan Juniper L PIS CHI Pistacia chinensis Chinese Pistache M QUE SUB Quercus suber Cork Oak L YUC ALI Yucco 'Alicia' NCN L SHRUBS SYM AZA FOR BUX GRE CAM BOB CAM MAG CAM NUC CAM SIL CAM TOM CAM SNO CAM YUL DIE LEM ELA DEC FUC GAR ILE WI L LEP APP LEY CON LIG TEX PHL FRU PIT CRA PIT MAR PIT WHE RHA GEO RHA CLA RHA UMB SAL AMI SAL GRE SAL HOT SAL SAN TEC RED VIB TIN VIT AGN WES FRU BOTANICAi NAME Azalea indica 'Formosa' Buxus 'Green Mountain' Camellia japonica 'Bob Hope' Camell ia japonica 'Magniaeflora' Camellia japon ica 'Nuccio's Gem ' Camell ia japonica 'Silver Waves' Camellia japonica 'Tom Knudsen' Camellia sasanqua 'Snowflake' Camell ia sasanqua 'Yuletide' Oietes 'Lemon Drop' El aeocarpus decipiens Fu chsia t . 'Gartenmeister Bonstedt' llex v. 'Will Fleming' Leptospermum s. 'Apple Blossom' Leyrnus condensatus 'Canyon Prince' Ligustrum j. 'Texanum' -colum n Phlomis fruticosa Pittosporum crassifolium Pittosporum t. 'Marjorie Channon' Pittosporum tobira 'Wheeleri' Rhaphiolepis x del. 'Georgia Petite Rhaphiolepis indica 'Clara' Rhaphiolepis umbellato Salvia 'Amistad' Salvia greggii Salvia 'Hot Lips' Salvia leucantha 'Santa Barbara' Tecoma 'Red Bell' Viburnum tinus Vitex agnus-castus Westringia fruticosa GROUNDCOVERS SYM AEO URB CAR GRE CAR PRA CU MIN DIA VAR LAV DEN LAN MON MIC STR MYO PAC PAS ROS AMB ROS WHI ROS YEL TEU CHA TEU COS TRA JAS VIO HED ZOY BOTANI CAi NAME Aeonium urbicum Carissa macrocarpa 'Green Carpet' Carex pragraecillis Clivia miniata Dianella tasmanica variegate Lavandula dent ata Lantana montevidensis Micr olepia strigosa Myoporum 'Pacificum' Paspalum 'Aloha Seashore' Rosa 'Flower Carpet' amber Rosa 'Flower Carpet' -white Rosa 'Flower Carpet' -yellow Teucrium chamaedrys Teucrium cossonii Trachelospermum jaminoides Viole hederacea Zoysia COMMON NAME Formosa Boxwood NCN NCN NCN NCN NCN NCN NCN Fortnight Japanese NCN Azalea Lily Blueberry WI/COi S M M M M M M M M M M M M Japanese Holly M New Zealand Tea Tree M Canyon Prince Wild Rye L Texas Privet M Jerusalem Sage L Karo M Va riegated Kahuhu M Wheeler's Dwarf Pittosporum M Georgia Petite Indian Hawthorn M Indian Howthorn L Yeddo Hawthorn L Friendship Sage Autumn Sage NCN NCN NCN Laurustinus Chaste Tree Coast Rosemary COMM ON NAM E NCN Green Carpet Natal Plum Cal ifornia Field Sedge Koffir Lily Variegated Fl ax Lily French Lavender Trailing Purple Lan t ana Lace Fern NCN Sod Groundcover Rose Groundcover Rose Groundcover Rose Wall Germander Majorcan Teucrium Star Jasmine Australian Violet Korean Grass M M M M L M L L WI ICOI S L L M L M L L M M M M M M L L M M M I ··32-00 ! I ' : , 1r:.2s re ,, 1 7 n r:-r:: 6 CAR PRA I ' .J, + ,, ' • 12;r6 TVt ,,n s.o g~v ,.J \ j 1/ i 18 4 -}23.0 FS + q ' ~· ~---B RHA GEO 5G 30~0.C. ·-123.0 (G ~12J.5 rs --1'3.rJ fG ~,----""'f·-41 < • MECH rG .;.:1 + 723,5' LUW WALi C (~ ~ + 124.Sq I r1 s.o rG 15G 36"0.C. sm9M Dr?A/N 122150 IC 119.~So 1E : 1 0% J RHA UMB ,-:3.1 15G 30"0.C. ; '2C lW g i r I ?5 J F S ,. ,.,..~,•j.,, ~-:~ '19 1 0 12s.s re-. I ,I ' I :: I I i ;:;:::-,---, // _£ NEVI SIT[ ~4-t.. l LANDS~fr='t LX 5 CUP SEt.A 'V 24~8 PER PLAN (UiJ/ TGj (11.1{")7 IE) ' -;;;,-[XIST!NG /w,c-,,,..-~~-~-6"' TO REMA. ,----P-4.. ' : ..-----1 29.__QO LW 126.50 BW • 121.00 rw 6 "'(l "'~, .~ 8 TEU COS 126. 1G 30"0.C. I /2" AF?[AiDr?AfNJ 124.90 TG 123.89 f[! 206-1:so-s1-0D rwoel[RTY L!Nt. ~-··__,, VINES r i 10· SYSB 5:J'.M, ____ ~B-O_J_A-,N-I_C_A_I ~N,ccA_M_F __ -c--------~CO.MMD.tLliA,=-------~u.c_QLS_ BOU ROS Bougainvil lea 'Rosenka' NCN L HAR HAP Hardenberia v. 'Happy Wanderer' Purple Vine Li lac L LON HI L Lonicera hildebrandiona Giant Burmese Honeysuckle M ROS BAN Rosa banksiai 'Alba' Climbing Rose M ROS EOE Rosa 'Eden' Climbing Rose M ROS JOS Rosa 'Joseph's Coat' Climbing Rose M STE FLO Stephanotis floribunda Madagascar jasmine M SUCCULENTS 5.J'.M ____ ~R-O_J_A-N_l~CAI ~.8.M1.tF __________ CLOUMM,,M,cOncN'--"N"A"'M'"E'--------'W""l-"I C""OULI So.. AGA ATT Agave attenuate Foxtail Agave L AGA VAR Agave americana 'Variegate' Variegated Century Plant VL GREA Tl25.50 i S----- 1 GAR VET 5G PER POT 12 . 12 .8 AF<lAGE 2 STE FLO 15G PER PLAN 5G PER PLAN 5 FUC GAR 1 )6, PER PLAN 135. 15G 9 LEP APP 36"8 PER PLAN 3 21 i cu MIN I /25.m 11 9.0 PAD Mi: .BW PA 1 5G L'4"0.C. ' ' 6 ACA MOL ,___;, fl' l:A.NbScA1 /;ufi ·---__ 126.JJ Tg__ "-:= 1-0-·T="'p:·--::::... ' t,;,), u '~ 1: '----'/.CP"-IT,_.M,,,Aa_R_ 2 JUN 15G PER PLAN EXISTIN G LI VIN G 1JIB'i5 FF 4 A2A FOR 3 CAM MAG 6 AZA FOR 24 "8 PER PLA 6.33 TC !25.30 ![ 126.0 [G 126.5 re -. 0---+4'hc PIT MAR 15G PER PLAN • L ..... J I . ' : ' --X BED #2 + 130,0' + 136 6' ' J'"!,'.'f :'f\:"' 3 CIT : 1 t;t'~ H). 2 ,-:~ }, i V-:C24;;.;;;B'°XtP;;;Ec;Rcc;P;-LA;;N;-~f" •' ;I' -126.5 F -1 20 DIA VAR ' .,..-T""<Y,,.;ti" I / 14 ROS 'NHI ' 5G 36"0.C. :.iLl i i(i>l i '1' . ,. ' ~u or·;· ....... J\ ff\ L /l{MI; (.'(' I, /J , 2 TRA JAS •-u•~ ' I 15G PER PLA i • is.1 '; .~~;w· 11~Lu ~i B -REMOVED , fJ\r\i 33. oo rs \ \\ ! ' '135 67 \ "" ,;: WALL ?' \../'" '; : ·--5 SAL WAV 5G 36~0.C. ~ 01 0 0 0 0 ......\. ._,. l ~ i J _.}ST I 1,12900 8 1' 12a.15 re . J,~~1 --. 5 PHL FRU ' • to : : HA LL -----1 ' 2CUPSEM !/ 12 " A1'?d DRAIN 24BB PER PLAN '/ 129.25 TG )j' 12" AREA DF{AIN...,( 11,' 124.2j-.,-r---' ~ v 13'.CC\ '!G TAN!<t_[SS VVA "IEPj; 124 .4·4 i[ , / i J l\i'L W 5' H.IGH FEN cc~ ,i../FATER DL I( ANt iiCAi-•r PARC[~ A Pf'R Rfr DOC. NO. 2(j18--02:!942 APN 205 180 53-00 -\ .. 5G 36~0.C. ,.,-, ,--IJ ,,'-+--. __ .-,6-f."'LA~V~D~EN,,__c,J'/, --~ --- 5G 30"0.C. /34 .50 BW/ 4 LAV PRO . -c..'.'. .. LA NOSCAR[ OR, 5G 30"0.C. :J_'l:.J~V'1 4 SAL HOT 1 -, 5G 36"0.C. _.,..----;-'~---- <'-).... / i i / r y-'+31.00 TW-tc; / I / uo.oo BW 133.50 rvv;~ /''/ .,·· 132.00 Br'li 132.50 TV! I. 1 JO 8W 63 BUX GRE I I Jl:-5,. ___ 1+'YU""-C~A~LI~~1, ~ ~ 00 .8 W 24 "BX PER PLAN i I 5 WES FRU 5G 42"0.C. i I I ! ' i~ t39 00 f s--r --- VEG VEG I VEG VEG i0 ::0 13a'-fs rs-------\t;==;i i -INSTALL D[COi?A T!Vr---~ COBBL[ 'HiP f?AP .. .i.. / VEG VEG '-13s501-s 3 CUP ANA 4B"B PER PLANI 24~8X I PER PLAN HED VIC FLATS PER PLAN 10 SAL AMI \ 'F )l'"f\1(:: "'-''L ,,, A1~~·T (''"' ,11 ,) ;~rt ·'f-;,ic'Ro~-~~Mii:✓f:'~dR[e,:~E_:·.i/ 1/l ' . ' \ l1JfTt-R I \ 7 i ' \ 5G 30"0.C. -- 138.00 ,w-_,. I 135.50 BW i .. ,~'-·~-..._______ __ , 9 DIE LEM I 5G 30"0.C. (GF=136•"7d SAL AMI WALL--------- 138. 'JO TW ~- 7 VIS TIN EX!"!J 'Ci:;!V 1 5G 48"0.C. ' YUC AU /J_~~~BX PER PLAN 14 DIE LEM BW 5G 30"0.C. [W SIT[ WAL '.,,.., ,,.., rwl-+ll~h-;,-:-t,e:,-,,.,,!~ A2A ALA BW Jo~o.c,._s,-so , -+ , ' ' 39 Ji ,~ ,. " JU ,L, iJB.44 iE I • rl' / -----, ,, L/2f,./OSCAP -DRA/N I 9.)iJ TG [f.21 /[ I 2 BOU ROS 15G PER PLAN f.!A!SEC :P;_ Ai✓ ff.RS PS,9 ANOSCAPE PLA,'1/S r i B YltS FRU i! QUE SUB 12 RHA CLA 42" A.AX. 1-ff!!?!·il 8 VIT AGN 5G 60"0.C. 6 WES FRU I p ;3n c,3 X 138;4€ s T u D I 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fox 949.240.9790 0 CITY 01--I CAf!LSfiAD GS- THI\ DRAWING Al AN INITRUMENT Of IERVl(EI II THE PROPERTY Of THE LAN0l(APE ARCHITECT ANO MAY NOT BE REPRODUCED IN ANY f0RM WlTH0UT THE LAN0l(APE AREHITE(T'I WRITTEN PERMIIII0N AND UNLEII THE REPRODUCTION CARRIE\ THE LAN0l(APE ARCHITE(T'I NAME. All DESIGN ANO OTHER INFORMATION IH0WII ON THE DRAWING ARE fOR THE IDLE UIE Of THE IPECIFIEO PROJECT ONLY AND \HALL NOT BE OTHERWISE UIEO WITHOUT THE EXPREII PRIOR WRITTEN PERMIIIION Of THE LANDSCAPE ARCHITm. ARB MAR-STD 24 "8 PER PLAN / i'.l8 ?1 .. 12 CAR GRE WRITTEN 0IMENII0N \HALL HAVE PRECEDENCE OVER l(AlED DIMENSION. CONTRA(TOR(I) \HALL VERIFY ANO BE REIP0NIIBLE FOR All 0IMENII0NI ANO CONDITION\ ON THE JOB. THE LANDl(AP! ARCHITECT II TO BE INFORMED Of ANY VARIATION\ fR0M THE OIMENIIONI ANO CONDITION\ IH0WN ON THE DRAWING\. EXISTING CONDITION\ AND LOCATION\ Of UTIUTIEI HAVE NOT BEEN VERIFIED INDEPENDENTLY. IT \HALL BE THE REIP0NIIBILITY Of THE (ONTRA(TORII) BEFORE BEGINNING WORK TO 0ITERMINE THE EXA(T LOCATION OF ALL tAIEMENTI ANO EXISTING UTILITIES. THE CONTRACTOR[\) \HALL BE REIP0NIIBLE fOR SECURING All PERMIT\ ANO ENGINEERING REQUIRED WHICH II NOT INCLUDED IN THEIE DRAWING\. (M, ITIIUCTURAl, MHHANl(Al ENGINEERING, GRADING AND DRAINAGE BY OTHER\. \HOP DRAWING\ MUil BE SUBMITTED TO THE LANDSCAPE ARCHITECT fOR REVIEW BEFORE PROCEEDING WITH FABRICATION. THERESA (LARK LANDl(APE AR(HIT[(T -2 °""' 1 -~-, o,,, sG 50•0,c. ,., ,1))/1,y -~- '.~01~ ~~~;-~~·r-06~'"/ao~-'?C"--~O"'' t,, Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 , CIN CAM , (';(:')· /~,'(; 1 '! ,. 24"8 PER PLAN / ,," "' ·1· PF"''' ,v,l . /, ! (. , , __ 'Vit'/,,' I " IS, .~;r:., Pf."NCC I , BE .R[MOV[i) ' ------------------- ,i. <'1f,fl1\i( ______________________ _ WA7fk1 1,, uNG,;,_94, ______________________ _ ___---LX15fJl-1-: ----------------------- ...... -\ I • -, \IN 5G 48~0.C. 3 PIT 'NHE 5G 369 0,C. , I 3 PIT CRA -----ccdrERL!NE -55' SERV(Cf: 912 s~ ----------------------- TO et:M ' .,, , ii Date: Revisions: Submittal Submittal Submittal 12.15.20 Date: 1,29,20 5,22,20 1 OJ 2.20 :/ ______________________ _ I / ] :f"· ----------------------- "\: ------------------- \ i GF>!OUNO /.4% i46.0C 64 MYO PAC 6 WES FRU 5G 148"0.C. -.__MA TC!--/ -~>< 142 . ..32 :.c _.------16' i.)F?iVEWA Y fl.NWN p;:-_9 CITY OF C!,RLSi3AU CS-12 31 LAN MON Job Number: 1921 Drawn By: /TC Sheet Title : Planting Plan Scale: 1 "=10' -o" Sheet Number: 12.1 • NOTIS: 1)Alt Jondscope areas shall hove positive drainage (2% grode in planting areas) away from all structures and terminating in on approved drainage system . 2)AII landscape maintenance is the responsibility of the homeowner. 3)A!I utilities to be screened. Slopes 6: 1 or steeper requtnng erosion control measures as specified herein shall be treated with one or more of the following planting standards: a.Standard f/-1 -Cover Crop/Erosion Control Molting Cover crop shall be o seed mix typically made up of qu ick germinating and fast covering grosses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at o rate and manner sufficient to provide 90% coverage within thirty (30) days. The t ype of erosion control molting shall be os approved by the City ond affixed to the slope as recommended by the manufacturer. On slopes 3 feet or less in vertical height where adjacent to public walks or streets: When planting occurs between August 15 and April 15 erosion control matting shall be required. During the remainder of the year, cover crop and/or erosion control matting may be used. On slopes greater that 3 feet in height, erosion control molting shall be required and a cover crop shall not be used, unless otherwlse approved by the City. b.Stondord #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to hove excellent soil binding characteristics (planted from o minimum size of flatted rnoteriol and spaced to provide full coverage with in one yea r.) a-Standard #3 -Low Shrubs Low spreading woody shrubs (planted from o minimum of 1-gollon contain ers) shall cover o minimum of seventy (70%) perce.nt of t e slope foce (ot mature size). o. Standard #4 -Trees and/or Lorge Shrubs Trees ond /or large shrubs shall be (planted from a minimum of 1-gallon contolners) shell be installed at o minimum rote of one (1) plant per two hundred (200) square feet. Slopes 6: 1 or steeper and: o. 3' or less In vertical height and ore adjacent to public walks or streets require o minimum Standard fl (cover crop or eroston control matting). b. 3' to 8' in vertical height require Standards #1 ( erosion control matting shall be installed in lieu of a cover crop), f!2 and f3. c. In excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of cover crop), #2, #3 and #4. Areas graded flatter than 6: 1 require Standard #1 with temporary irrigation when they hove one or more of the follo wing conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treotment. PLANTING LEGEND TREES SYM ARB MAR CIN CAM CIT CUP ANA CUP SU P FEr SEL JAC MIM JUN SPA PIS CHI QUE SUB YUC ALI SHRUBS BOTANICAi NAME Arbutus 'Morino' -multi Cinnomomum comphora Ci trus Cu paniopsis anocardioides Cupressus sempervirens Feijoo sellowiana Jacaranda mimosifolia Juniperus 'Spartan' Pistacia chinensis Quercus suber Yucca 'Alicia' COMMON NAME NCN Camphor Tree Citrus Corrotwood Italian Cypress Pineapple Guava NCN Spartan Juniper Chin ese Pistache Cork Ook NCN \JdJCDI S L M M M L L M L M L L 5-YM, ____ ~s~aLiuA~N~ILCBALl-"'NBA~M~E----------~r.uOmM~M~o~N~N~A~M~E ______ ~Wl=l~r.uo~i~s AZA FOR Azalea indica 'Formoso' Formosa Azalea M BUX GRE Buxus 'Green Mountain' Boxwood M CAM BOB Comellio japon ico 'Bob Hope' NCN M CAM MAG Camellia japanico 'Mognioeflora' NCN M CAM NUC Comellio japonlco 'Nuccio's Gem' NCN M CAM SIL Camellia joponico 'Silver Waves' NCN M CAM TOM Comellio japonico 'Tom Knudsen' NCN M CAM SNO Comellio sosonquo 'Snowfloke' NCN M CAM YUL Comellio sosonquo 'Yuletide' NCN M DIE LEM Dietes 'Lemon Drop ' Fortnight Lily M ELA DEC Elaeocarpus decipiens Japanese Blueberry M FUC GAR Fuchsio t. 'Gortenmeister Bonstedt' NCN M ILE WIL llex v. 'Will Flemini Japanese Holly M LEP APP Leptospermum s. Apple Blossom' New Zealand Teo Tree M LEY CON Leymus condensotus 'Conyon Prince' Canyon Prince Wild Rye L UG TEX Ugustrum j. 'Texonum' -column Texas Privet M PHL FRU Phlomis fruticoso Jerusolem Soge L PIT CR A Pittosporum crassifolium Karo M PIT MAR Pittosporum t. 'Marjorie Channon' Variegated Kahuhu M PIT WHE Pittosporum tobiro 'Wheeler;' Wheeler's Dwarf Pittosporum M RHA GEO Rhophiolepis x del. 'Geor~io Petite Georgia Petite ln dion Howthorn M RHA CL A Rhoph iolepis indico 'Clora Indian Hawthorn L RHA UMB Rhophiolepis umbelloto Yeddo Hawthorn L SAL AMI Salvio 'Amistod' Friendship Soge M SAL GRE Solvio greggii Autumn Sage M SAL HOT Salvio 'Hot Lips' NCN M SAL SAN Salvio leu contho 'Santo Borboro' NCN M TEC RED T ecomo 'Red Bell' NCN L VIS TIN Viburnum tinus Laurustinus M VIT AGN Vitex ognus-costus Ch aste Tree L 'NE S FRU Westringia fruticoso Coast Rosemary L GROUNDCOVERS SYM AEO URS CAR GRE CAR PRA CU MIN DIA VAR LAV DEN LAN MON MIC STR MYO PAC PAS f<OS AMS ROS WHI ROS YEL TIU CH A TEU COS TRA JAS VlO HED ZOY BOTANICAi NAME Aeonium urbicum Corissa macrocarpa 'Green Carpet' Corex prograecillis Clivia m iniata Diane!la tosmonico variegate Lovondula dentota Lantana montevidensis Microlepio strigosa Myoporum 'Pocificum ' Pospa!um 'Aloha Seashore' Roso 'Flower Carpet' amber Roso 'Flower Carpet' whit e Rosa 'Flower Carpet' yellow Teucrium chamaedrys Teucrium cossonii Trache!ospermum jaminoides Viola hederacea Zoysio CO MM ON NAME NCN Green Carpet Natal Plum California Field Sedge Koffir Lily Voriegoted Flax Lily French Lavender Trailing Purple Lantana Lace Fern NCN Sod Groundcover Rose Groundcover Rose Groundcover Rose Woll Germander Majorcan Teucrium Star Jasmine Australian Violet Korean Grass WllCOI S L L M L M L L M M M M M M L L M M M 13 l£Y CON 1G 30"0.C. VINES SYM BOU ROS HAR HAP LON HIL ROS BAN ROS EDE ROS JOS STE FLO SUCCULENTS SYM AGA ATT AGA VAR ~ CAR GRE 4 RHA Cl.A I I sc .:scro.c. I • 13 ELA DEC \ PAS r J ARB MAR 4a•9 PER PL.AN 8 PIT MAR 3 ACA WOL 10 UC TEX \ 15G :!,6"'0.C. I L ' I H J•12!1.5' > -J~ -' l '. ... ~-,,...--r---- I X r'.7 5 ROS m. 5G 36"0 ,C. ~AUMB 1~t :30"0.c. - 1 ARB MAR 48"'8 PER PLAN • 124.5c --f--- + 123.5' I\ -- .. t ... ' D 7 AZA FOR 5G P£R PLAN L I LJ >---l~~lfl~r~-.:::~:r=• :TI .. : 5 RHA ClA I>-~-,_ ______ 23 BUX GRiE ,e,, . ~ 5G 18""0.C. I ,._... r 1 LON JAP 11 UG TEX \ I ' I • I ' KITCHEN + 126.5' 2 ROS BAN 150 PER Pl.AN J I lRA JAS -ON WALL lSG IPER PLAN --■----------------- 9 LEP ,\PP 1 'l'UC AU ---- I '--. --•i,.-..-...-~~r,:=:E!l:El:::::;r;:"1""'=-0::.;::=1"'1"=""=~c'""""'""!P---/'I -I...,,__= _j \ -:,fl !If _,. "'\ Y II ---... 17 U WIL 15G 20"0.C. 1 GAA VET -l 5G PER POT C '\r,,r • I T UN( ~ Y, t-1(' --l FEJ SEL 36"8X PER Pl.AN .. ..--- + 16 AEO URS 5G 18"0.C. X \ J CAM TOM 15G +8"'0.C. t O t.llC STR 1G 24'"0.C. 6 CAM Sil 15G PER Pl!.AN .:,ARAGE 2 S1E Fl..O //15GPER~N tlEJLR + 1:!',0.0' 6 A2A FOR 5G PER PLAN 5 rue GAR 15G PER PLAN FAMILY ENTRY ,t 13'.S- / + lJO.O' IAUNDRY - • \ l 2 CAW 800 J 1 CAM SNO l6'll PER PLAN 21 QJ MIN 5G 24"'0.C. + 13&.6' (e) SHOP I / I / -----• -----~--:-•+Rc,H_eA._,,Ue,MBe_ 15G 30"0.C. 5 CAM SNO 5G PER PLAN 2 CAM 'YUL \ ' ------ I ' ----/ 8 I RHA Q.A -;,-~ 5G J48"'0.C. 7 L£P APP 5G 45•0.c. L J ' • f , .. I ~ I 1 PlS CHI 24i3 PER PLAN I l • J RftA Cl.A SG 48~0.C. • 12. CAR GR£ I S. A.GA. VAA 5G 60'"0.C. I "'N CAM , 24.BPERPLAN 1!1111 u. wfl Ll..l J..J-!, .u 2-4"'8 PER PLAN Q 8 TEU COS 1G J(tO.C. r"lLr n~-==-~·=·~.rA":-'.CA MOL lll====d :Jr\"" "" I\ V I ' V / ' 75 I CAR PRA 1Gl 30"0.C. BOTANICAi NAME 1 20 LEY CON lG 30'"0.C. / I I Bougainvillea 'Rosenko' Hardenberio v. 'Happy Wanderer' Lonicero hildebrondiona Rosa bankslai 'Alba' Roso 'Eden' Roso 'Joseph's Coot' Stephanotis floribunda BOTANICAi NAME Agave attenu ato Agave omericona 'Variegate' - / 10 TEU CHA 1G 18'"0.C. 8 PHL FRU 5G 36"0.C. ZOY ,~Fl.A--TS-+-~~ " 10 If " 0 I COMMON NAME NCN I 4 RHA ClA 5G 48'"0.C. 5 CUP SEU Purple Vine Lilac Gia nt Burmese Honeysuckle Climbing Rose Climbing Rose Climbing Rose Madagascar jasmine COMMON NAME Foxtail Agave Variega ted Century Plant ,. I 1 PIT MAR 15G PER PLAN EXISTING L.l.Ylli.G. I\'---·"+'•,,,,,,_;-'-~.,,::..._'·_ 5G 36"0.C. sc .~c. '---i.,, + "'" 2◄"8 PER PLAN NTd + i:n .o 3 CAM MAG 6 A2A FOR 24"8 PER PLA~ ..----==~ I.---' 5G 36"0.C. 1 PIT MAR 15G PER PLAN ~--,:~ WUCOI S L L M M M M M Wl JCOI S L VL zoy FlATS fF 'r LJ ' tIBl.L MASTER BATH --=r ---- l .=.a~==-H-,s-- 4 SAL GRE 5C 36"0.C. . . 2 CUP SEM 24 "8 PER PLAN . ... A -· " . . 63 BUX GRE JOT 24"'BX PER PLAN 20 DtA VAA + norf I 14 ROS 'NH! 5G 35•0.c. I Tl 1111 11 1 11 II 1111 I I I 11 ~JIE~ + 1J6.6' ,v:-iri:- 2 lRA JAS ,/15G PER Pl.A~ I 9 SAL AMI 5G 30"'0.C. \ ' \ /e) GA 5~ =•oTI; II:\ I ~ 1 YUC AU ~,1-+-'\ .',i. ...--I 24"BX PER Pl.AN :-,......__., 14 DIE LEM sc JCto.c. 4 A2A ALA 5G 30"'0.C. '\. I I u-- 48•8 PER PLAN I 4 AGA VAA. (1 . 3 PIT'M-ir: / 5G 36"0.C. ! ~ I I\ I 7' r...,b' L ..J U --+t----f---~ 3 PIT CRA I 1 5G 36'"0.C. I 1 ARB MA.R 48~8 PER PLAN < < ' I . ( ~ ' , :...---1' T-1::-..,_-..~ ) "-~ ' '~' \ ~( _ _ 1L J --'..,_,.... 7 1lAVOEN \.,1 , ~= ,.-1 -...~,,-, sc 30•0.c.~\ 7-, 0 J/ • "' ,aF=nr ,, 7 ..,.: \ ---=--;,f? /I -~--V,-,• -j_ ~~ • __r, --// ) \ ~ l//.,> , ..... l 10ROSYEL • \ /\ I I 5G 35·o.c. J _ ' _ \ rr rucAL YPws . . I ); 4 P!T~f °> --· \ AND CANARY /4 L ..J I --"+-'--'--'=~-l lsu.N0 p....., I -, / f/,,~ • . -c1/ 5G ,s·o.c • ...,, I \~";,~rr~fi~ ,,,~ _, V 1/ {_j '-. ~-...P 4 PIT CRA °> < '> J PLACE / , _,,,, 5G 36-o.c. , 1 • 11 I _ _,/'-._., _/ / ......._ 10 Yt'ES FRU ~ \. • , ~ ........-; 5G ... o.c. I \:s. 1-11 V 29 RHA Cl.A 5G 48"0.C. 5G 48"0.C. --' 15G PER PLAN ' r: > ~ / '// -1 OUESUB '\,. '/ __ .!.11-YU'-""C-'AU""-__..-/ , • 172"8 PER PLAN I > ' ' 24"8X PER PLAN ....._ _,,,, 12 RHA ClA ...._ _____ ,.. 2 BOU ROS , < < • ' • 8 Vil AGN 5G 60"'0.C. 64 MYO PAC r > < \ • . j I 28 LAN MON J l - 31 LAN ~ON 1G 24"0.C. I s T u DI 34202 Sepulveda Avenue Copis.trono Beach, CA 9262 4 pho 9A9.2AB .5A0A fox 949.240.9790 0 THII DRAWING 11 AN IHITRUMEHl Of IERYICEI 11 THE PROPERTY OF THE IJHOIUl'E 11.0lll!fl AHO MAI NOT BE i[PROOU(lnlN Alf/ fO!M WllllOUl TH£ LAMOIC.Pl ARCHIITCT'I WRIITTH PERMIIIIOH AND UHlfll THE REPROOUmON CARRIE\ TH[ lANOICAPE ARCHITHl'I NAME. All OEIIGN I.HD OTH[! INFORMATION IHOWN ON THE DRAWING ARE fOR TH£ IDLE UIE OF ltt[ IP[Clfl[O PROJ[(T ONLY AND IHAll NOT BE OTHERWISE UIEO WITHOUT THE EXPl[II PRIOR WRITTEN PERMIIIIO N Of THE lANOl(APE ARCHITECT. WRITTEN DIIIEHI\ON IHAll HAVE PRE(lOENC[ OVER ICAlED OIMENIION. (ONTIIAITOR(I) IHAU YERlll IND BE R[IPONII Bl[ fOR All DI M[NIIOHI AHO CONOITI0/11 ON THC JOB. TH[ IJNDICAPf ARCHITECT 11 TO BE INFORMED OF All! VAR~TIONS FROM TH[ OI MENSIONI ANO CONDITION\ IHDWN ON THE DRAWING~ EXISTI NG (OHDITIDNI AHO lOCATIOHI OF UTILITl[I HAVE NOT lf[N YE!lfl[O IHO[PINOIHTLY. IT IHlll Bl THE RIIPON~illITY Of !Hf COHTRAITOR(II iffOif BEGINN ING WORK TO DET£RMIN£ !Hf EXACT IDCAJION Of All lA\[llfNTI ANO EXISTING UTILIO[I. THE (ON!RAITORII) \Hill IE RflPOHIIBLE FOR l[lURING All PERMITS AND ENGI NEERI NG l[QUlifO WIIICff ~ NOT IN(IUO[O IN THESE ORAW1NG, c1v1, STRUCTURAl, Ml/HANICA! ENGINEERI NG, GRADING ANO DRAI NAG E BY OTHERS. IHOP OIAWINGI MUITBE IUBMlffiD TO TH[ LINDICAPE ARCHITECT FOR ![VJPII BEFOil PROCE£01NG WITH fABRl(ATION. IHEREIA CLARK lANDICAPE AR(HIT[(T Crowley Resid ence 4367 Highland Drive Carlsbad, CA 9 2 008 Date: 12.15 .20 Revisions : Date: Submittal 1.29.20 Submittal 5.22.20 Submittal 10.12.20 =4 f'l 0 ---, \5 * :;,, '---"\="'-· /c~ :</?-_ -::--~ R--" OF CPl...l'i Job Number: Drawn By: Sh eet Title: Illustrative P lanting 1921 /TC Scale: 1 "=10' -0" Sheet Number: 12.0 IRRIGATION LEGEND MF<;_ MODEL NO. DE5CRIPTION PSI RAD c.R1 PATTERN TORO v TORO ~ TORO V TORO V TORO S' TORO 'v TORO W TORO 0 TORO 570Z-4P-FRCOM POP-UP 5PRAY W!l'RE55URE REGULATION• CHECK VALVE O-T-5-Q PRECISION NOZZLE 4" 5' % QTR CIRCLE O-T-S-1-l O-T-10-Q 0-T -liZ>-1-1 O-T-15-Q O-T-15-H PRECISION NOZZLE PRECISION NOZZLE PRECISION NOZZLE PRECISION NOZZLE PRECISION NOZZLE 4" 5' .10 HALF CIRCLE 4" l<!l' 16 QTR CIRCLE 4" l<!l' .48 HALF CIRCLE 4" 15' b3 QTR CIRCLE 4" 15' I.I<!> HALF CIRCLE O-T-4~-G&F D6-15-PC PRECISION NOZZLE 4" 4'x9' .18 CORNER DRIP 6U66LER 30 NIA 15 FLOOD INSTALL ON 112" RISER AT TREES NETAFIM ?-// / /77] ~////// '/////// l'._/___.1 L L..../_LI TLCV6-l8 DRIPLINE 30 1811 b GR4 DRJF SPACE AT 18" O.C. WITH STAPLE EVERY 4' ,IND /2) STAPLES AT EVERY TEE, ELB0.11 OR CROSS. U5E (I) LINE FLUSHING VAL VE FOR EVERY 15 GPM Cf ZONE FLOW -POSITION NEAR HALR!IAY POINT ® TORO 0 TORO EZF-21-04 DZK-EZF 850 I" CONTROL VALVE I" DRIP VALVE 6ALL VALVE -LINE SIZE M WILKINS ~ FEElCO ,{;... IRRITROL 82!:iY TC-48EXM-R REDUCED PRE55URE 6ACKFLOW PREVENTER AUTOMATIC CONTROLLER IRRITROL CL-100 CLIMATE LOOIC 5EN50R PRESSURE MAINLINE, 3~1-IY'2': USE PV'C SCI-IEDULE 4£> 2" OR LA!'<;ER, U5E PVC CLA55 315 50L VENT ll.ELD, l3URY MIN. I&" 6ELOW <;RADE_ SIZE NOTED ON FLAN NON-PRE55URE LATERAL, PVC CLA55 200 SOLVENT LI.ELD, BURY MIN.12" 6ELOW <;RADE SIZE NOTED ON FLAN SLEEVING, PVC 5CHEDULE 4" l3URY MIN. 24" 6ELOW GRADE WIRE 5LEEVll'I:;, PVC SCHEDULE 4" EXTEND MIN. G" 6EYOND EDGE Cf PAVING l3URY MIN. 18" 6ELOW GRADE HIPROZONES @=VALVE NLN6ER "81 I HYDROZONE~ ~VALVE SIZE HZ-I, MODERATE WATER U5E / $PRAY HZ-2, MODERATE WATER U5E / DRIP HZ-3, LOW WATER U5E / DRIP HZ-4, WATER FEATURE HZ-5, LAUN AREA I 5PRA Y IRRIGATION NOTES I. 12<2> VOLT ELECTR ICAL FOWER OUTLETS FOR CONTROLLERS TO BE PROVIDED BY OTHERS. CONTRACTOR TO BE RESPONSIBLE FOR MAKING HOOK-UF FROM OUTLETS TO CONTROLLERS. 2. ALL WIRE FROM CONTROLLERS Te> ELECTRIC VALVES TO BE COFFER "JF-14 DIRECT BURIAL. USE BLACK FOR PILOT AND WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN LINE WHERE F055IBLE. PROVIDE MIN. OF 18" COVER 3. PROVIDE MIN. 18" COVER OVER ALL MAIN LINE FIFING AND 12" COVER OVER ALL LATERAL LINE FIFING. 4. ALL F IFE UNDER FAYED AREAS TO BE FVC SCH. 4<2>. INSTALL PRIOR TO PAVING. 5. THIS DESIGN 15 DIAGRAMMATIC, EQUIPMENT SHOWN IN FAYED AREAS 15 FOR DESIGN CLARIFICATION ONLY AND 15 TO BE INSTALLED WITHIN THE NEAREST PLANTED AREA WHERE POSSIBLE. 6. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR BEST FEf.l=ORMANCE AND TO PREVENT OVER5FRAY ONTO WALKS, DRIVES AND BUILDINGS AS MUCH AS F0551BLE. THIS SHALL INCLUDE THE SELECTION OF THE BEST DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. 1. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. 8. SYSTEM DESIGN 15 BASED ON PRESSURES AND GALLONAGE5 INDICATED AT POINTS OF CONNECTION. 9. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER 'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. le>. FINAL LOCATION OF AUTOMATIC CONTROLLER TO BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. II. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR ANY DEFECTIVE MATERIAL OR FOOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER 12. CONTRACTOR TO BE RESPONSIBLE FOR RODENT CONTROL OF DRIF SYSTEM DURING INSTALLATION AND MAINTENANCE PERIOD. 13. CONTRACTOR 15 TO ADJUST IRRIGATION TO WHERE L IGHTING FIXTURES AND OTHER UTIL ITIES OCCURRED IN FIELD. 14. CONTRACTOR TO ADJUST ALL HEADS TO PROVIDE FULL COVERAGE WITH NO OVER5FRAY ONTO THE BUILDINGS AND/OR HARDSCAFE. 15. ONLY SUBSUf.l=ACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN 24" OF AN IMPERMEABLE 5Uf.l=ACE UNLESS THE ADJACENT IMPERMEABLE SUf.l=ACES ARE DESIGNED AND CONSTRUCTED TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. EST IMATED PRESSURE CALCULAT ION 1.5>" WATER HETER AT 11.5> GF'H l't.i " F<EDUCED FRESSUF<E BACKFLOW PREVENTER 102 FT. OF l't.i " PVC $Cl-I. 40 HAINLINE I" F<EMOTE CONTROL VALVE LATERAL LINE FRICTION LO SS FITTINGS /20% OF MAINLINE LOSS ) SPRINKLER I-IEAD OPERA TING PF<ESSUF<E ELEVAT ION !-2 0 ') MISCELLANEOUS LO$$ TOT AL FRESSUF<E F<f:QUIF<ED FOR PROPER OPERAT ION EXISTING STAT IC PF<ESSUF<E F<ES IDUAL PF<ESSUF<E VALVE 22 0 ff)0 PS I l0ff)0 PS I 0 .'31 PSI 0ff)0 PS I 5 ff)0 PS I 0 .1'3 PSI 30ff)0 PSI 0 ff)0 PS I 5 ff)0 PS I 51.10 PSI 000 .e>0 PS I 000 ff)0 PS I J 9 I I i ! i I I I I / , :I} t I I , • I I . __ ..!,__ I I i f :' 1,-,,---~--:-1 !) / i YM + 123 HZ-2 GUES T #2 f'. -'119 ;.1123_5' 7 I ············-""""7 31 I" SAUNA ~ MECH BA TH + 123.5' co w W/\Ll + 123.5' HZ-3 HZ-2 GAME ROOM + 124.5' •• GREAT ROOM + 125.5' 120 l3 KITCHEN + \26 5' EXISTING LIVING + 126,5 • ENTRY HALL r • / I • + 136.5' . ' / -------... ·_;p:i1:;iii.iii. -•-::-..=. -- BED #1 + 127.0' BATH + 127.0' BED #2 + 130.0' + 1n o· r··. • ~:-.~-i===1 I)"'-,---"~~-' \21<. ,,---';';c.--;.'", . , x-, ~ ~ ):·, BED #3 + 130,0' ' + 130.0' IAUN DRY + 136,6' (el SHOP LOSE BA TH OFFICE + \36.6' -,-----------·- J"" :-=____~ ~ [Z / • (e) GARAGE + 136,6' .. rn, !WOO/" Q!lfl/j<'/Cf Cfelif¢UO, lr••t•chr ,,_ '"""-"" .,,, ,,. •row,,,,,,,. 'OR ,,_.,,.,..,,.,-""' """-'-"'-'"' ro-w.ru "' "'£ c,1> Of C-<RlS&<O'S W<l)sc,;~ """"' ,W; "'-1V W<;,t~·r l,'NIJ.,c,f'f "f(i/"-'TlC•'S • o<VC """"":;, ""' ,,,_.,, i, ~ '"' i>KIS[ RfGet.-'-S <"'1 1'!£ """51::<"' _,..,_ "'" ,..,,,, ,a COi,//'/_' "''" '" "'"""'·"'"" _, SIJSIICTTWa C'fiS,fi,Y;r!ON cocu.,,,cs • °"""'' ,.,., ~~ "-'' '"°''"""" '""" "'"""''"'"' re """""' ,me,-, WC'"••TI"" 0 10' i :t 143 B2 , l' C \' ' i 20· \ \ \ \ / ( \ s T U D I 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fox 949.240.9790 0 THI\ DRAWING Al AN INSTRUMENT Of SERVICES II THE PROPERTY DF THE LANDSCAPE ARCHITTCT AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT THE LANDSCAPE ARCHITECT'S WRITTEN PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S NAME. All DESIGN ANO OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR THE SOLE USE OF THE SPECIFIED PROJECT ONLY ANO SHALL NOT BE OTHERWISE USED WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF THE LANOSCAPE ARCHll!CT WRITTEN OIMENSION SHALL HAYE PRECEDENCE OVER SCALED OIMENSION. CONTRACTOR IS! SHALL VERIFY ANO BE RESPONSIBLE fOR All DIMENSIONS ANO CONOITIONI ON THE JOB. THE LANO SCAPE ARCHITECT IS TO BE INFORMED OF ANY VARIATIONS fROM THE OIMENIIONI ANO CONDITIONS SHOWN ON THE DRAWINGS. EXISTING CONDITIONS ANO LOCATIONS OF UTILITIES HAVE NOT BEEN VERIFIED INDEPENDENTLY. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR[S) BEfORE BEGINNING WORK TO omRMINE THE EXACT LOCATION Of All £AIEMENTS ANO EXISTING UTILITIES. THE CONTRACTOR(I} SHALL BE RESPONSIBLE fOR SECURING All PERMITS ANO ENGINEERING REOUIREO WHICH II NOT IN(LUOEO IN THESE DRAWINGS. CIVIL, STRUCTURAL, MHHANICAL ENGINEERING, GRADING ANO DRAINAGE BY OTHERS. SHOP ORAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITW FDR REVIEW BEFORE PROCEEDING WITH fABRICATION. THERESA CLARK LANDSCAPE ARCHITECT Crowley Residence 4367 Highland Drive Carlsbad , CA 92008 Date: 12.15.20 Revisions: Date: Date: 1.29.20 Job Number: 1921 Drawn By: /TC Sheet Title : Irrigation Plan Scale: 1 "=10 ' ~o" Sheet Number: 13.1 IRRIGATION SPECIFICATIONS INSTALL ALL MATERIALS TO COMFL Y UJIT!-1 LOCAL CODES AND ORDINANCES. VERIFY PRESSURE 51-!0UN PRIOR TO BEGINNING OF CONSTRUCTION. VERIFICATION, ALL SCALED DIMEN5I0N5 ARE APPROXIMATE. BEFORE PROCEEDING UJIT!-1 ANY UJCf<K Tl-IE CONTRACTOR 51-iALL CAREFULLY Cl-!ECK AND VERIFY ALL DIMEN5ION5. LOCATIONS OF VALVES AND VACUUM BREAKERS 51-!ALL BE AS INDICATED ON Tl-IE DRAWINGS. ANY DEVIATION FROM Tl-IE FLAN MUST !-!AVE Tl-IE APPROVAL OF Tl-IE LANDSCAPE ARCI-IITECT. LOCATION OF ALL BACKFLOUJ AND CONTROLLERS Sl-!ALL BE APPROVED BY Tl-IE LAND5CAFE ARCl-!ITECT. FERM IT AND FEES, Tl-IE CONTRACTOR 51-iALL APPLY AND FAY FOR ALL NECE55ARY FEES AND PERMITS REQUIRED IN Tl-IE PURSUIT OF 1-115 UJCF<I< AS REQUIRED BY C.OVERN ING CODES. EXCAVATIONS, DEFT!-15 OF MINIMUM COVER UNLESS OTl-!ERUJISE SPECIFIED BELOUJ FINIS!-! GRADE. I. MAIN LINE PRESSURE PLASTIC -18 " MINIMUM COVER, 24" UNDER PAVING, SAND BACKFILL. 2. QU ICK COUPLER LINES -1-1/2" AND SMALLER MAIN LINE 18" 3. LATERAL SPRINKLER LINES -12" • SAND BACKFILL UNDER PAVING. 4. CONTROL UJIRING -18". Tl-IE IRRIGATION CONTRACTOR 51-iALL NOT UJILLFULL Y INSTALL SPRINKL ER 5Y5TEMS A5 INDICATED ON Tl-IE DRAUJING5 UJl-!EN IT 15 OBVIOUS IN Tl-IE FIELD Tl-!AT Tl-!ERE ARE UNKNOUJN OB5TRUCTION5, GRADE DIFFERENCES AND/OR Dl5CREFANCIE5 IN AREA D IMEN5 I0N5, UNTIL SUC!-1 COND ITIONS ARE BROUC.1-!T TO Tl-IE ATTENTION OF Tl-IE LANDSCAPE ARCl-!ITECT. INSTALL ALL EQUIPMENT AND MATERIALS A5 51-!0UN IN DETAILS AND SPECIFICATIONS. ALL FIFING UNDER PAVED AREAS 51-!ALL BE INSTALLED PRIOR TO PAVING, USE PVC CLA55 3IS FOR 2" AND LARGER AND PVC 5Cl-!EDULE 40 FOR 1-1/2" AND SMALLER. PROVIDE SAND BACKFILL OVER FIFING CROSSING ANY ROADUJAY OR AC PAVING. ALL F IFING BETUJEEN UJATER METER AND BACKFLOUJ PREVENTER 51-!ALL BE FER LOCAL CODE. VALVE BOXES Sl-!ALL BE AMETEK ~<2>-13 1-<2><2>1 UJIT!-1 AMETEK ~<2>-131-<2><2>7 COVER MARKED "I RRIGAT ION CONTROL VALVE." INST ALL CONTROLLER AS CAL LED FOR ON Tl-IE DRAUJING5. OUJNER 51-!ALL PROVIDE 11<2> VOLT SERVICE TO CONTROLLER. IRRIGATION CONTRACTOR 51-!ALL MAKE FINAL 1-!00K-UF TO CONTROLLER. INSTAL L 24 VOLT CONTROL UJIRING ON ~4 UF D IRECT BURIAL IRRIGATION UJIRE. USE BLACK FOR P ILOT, USE UJl-!ITE FOR COMMON UJIRE . USE EPOXY TAPE CONNECTORS FOR 5FLICING OF UJIRES. BURY UJIRE5 IN SAME TRENC!-1 A5 MAIN LINE UJIT!-1 5IX I" DIA. x 3<2>" LINEAR EXPANSION COILS EVERY 1<2><2>' AND AT VALVES. INSTALL UJIRE5 IN PVC SLEEVE UNDER PAVING. CONTRACTOR 51-!ALL SUBMIT "A5-BUIL T" DRAUJING5 TO OUJNEF<. LOCATE VALVES, QU ICK COUPLERS AND MAIN LINE LOCATION UJIT!-1 DIMEN5I0N5 FROM Tl-IE NEAREST PERMANENT POINT OF REFERENCE . CONTRACTOR 51-!ALL FURNl51-! Tl-!REE !3! QUICK COUPLING KEYS EQUIPPED UJIT!-1 l-!05E 5UJIVEL5. TE5T5, ALL PRE55URE LINES 51-!ALL BE TESTED PRIOR TO BACKFILL OPERATIONS. CENTER LOAD PLASTIC FIFE UJIT!-1 SMALL AMOUNT OF BACKFILL TO PREVENT ARCl-!ING AND UJl-!IPPING UNDER PRESSURE. G!UARANTEE, Tl-IE ENTIRE IRRIGATION 5Y5TEM 51-!ALL BE GUARANTEED BY Tl-IE CONTRACTOR TO GIVE COMPLETE AND 5ATl5FACTORY SERVICE A5 TO MATERIAL AND UJCF<l<MANSl-!IF FOR A PERIOD OF ONE YEAR FROM Tl-IE DATE OF FINAL ACCEPT ANGE OF Tl-IE UJCF<K BY Tl-IE OUJNEF<. 51-!0ULD ANY TROUBLE DEVELOP UJITl-!IN Tl-IE SPECIFIED GUARANTEE PERIOD, UJl-!IC!-1 IN Tl-IE OPINION OF Tl-IE OUJNER 15 DUE TO INFERIOR OR FAUL TY MATERIAL AND/OR UJCF<KMAN51-!IF, Tl-IE TROUBLE Sl-!ALL BE CORRECTED, UJITl-!OUT DELAY, BY Tl-IE CONTRACTOR TO Tl-IE 5ATl5FACTION OF Tl-IE OUJNER AND AT NO EXPENSE TO Tl-IE OUJNER A5 FART OF Ti-1I5 CONTRACT. ........ r,,.,, I JJ,---AUT□MA TIC CONTROLLER .. ---. ---.'!:dlllr' ,---j• UL APPROVED ELECTRICAL CONDUIT, RING NUT & JUNCTION BOX FOR 120V AC ELECTRICAL P□l.'ER +---PVC SCH. 40 CONTROL l.'IRE CONDUIT \ FINISH GRADE 11111 Jilli 111 11~1 111 11111 1111 11 111 11111 1111 1 11111 CONTROLLER --PVC Sl.'EEP ELL CDEPTH AS REQUIRED) -CONTROL lw'IRES TD ELEC, VALVES WAffl, [FFl(IEJ.'.L.QE.OJ,,Y/JJJ.{;:.f: C[R//flCJ)llQN SIA/f\l(Nj •1 AM SW/UAR WITH TH[ f?[Ql.!/REl,;EliTS FOIi WIDSCAPE AND /RR/GAr/ON PLANS COlifA/11£0 Ill TH[ C/1f OF CAR(Sil,4/J'$ lANDSCAPf. MAI/UAL AIID ~~/FR [F>/Ci[NT I.ANDSCAPE REGU/..Ar/Ot/S, / HAI/£ PREPARED fH/5 .OLAN IN COMPLIANCE w,m Tf-lOS[ RfGUUT/0,% AND THE LANDSCN'f MANUAL ANO AGl?ff TO COMPlf 'lf//H All REQUIFl(U[IITS WH(N $UBWCfiNC CO//S"IIJC)ION MCUMfNTS, I CERTIFY THAT THE Pl.All IMPL[!-<[/;TS IH0$[ R[GUUfi0/1$ 10 PROV/£!€ €ffiC/£NI US[ OF WAfFR' 12-15-20 SIGIIATUR[ I 9 FINISH GRADE/TOP OF MULCH POP-UP SPRAY SPRINKLER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ~!;;;;;::::::::::::s~pf"'.:::; PVC SCH 40 STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL POP-UP SPRAY LEGEND: CD FINISH GRADE. (1) CONTROL WIRES WITH 36" SERVICE COIL AND WATER PROOF WIRE CONNECTIONS, DBY OR EQUAL. @ RECTANGULAR PLASTIC VALVE BOX . HEAT BRAND STATION NUMBER ON LID IN 2'' HIGH CHARACTERS. ~,~==========::::::;;!w~-m © PVC MAINLINE PER SPECIFICATIONS 5 NOTES: 9 ...--/,~\1--------{2 11--~-------( 3 4 \ f-<..-l,.L--J,:J_J-7 ,-~-y r-@ . 'n ® r="'--...hl:::: 4 I =--<fl tr ELEVATION/SECTION MIN. FLOW RATE 2.0 GPM MAX. FLOW RATE -20.0 GPM @ (LENGTH AS REQUIRED). ® SCH 40 PVC ELL (SxS). (J) NATIVE SOIL PER SPECIFICATIONS. @ CONTROL WIRES TO CONTROLLER. @ PVC MAINLINE FITTING. @) TORO TPVF100 INLINE VALVE (*). (j) TORO 150 MESH Y-FILTER (*). TORO 25 PSI LOW FLOW PRESSURE @ REGULATOR (*). @ SCH 40 PVC MALE ADAPTER. @ SCH 40 PVC BALL VALVE (*). @ SCH 80 PVC CLOSE NIPPLE (*). @ PEA GRAVEL SUMP, MINIMUM 6" DEEP. BRICK SUPPORTS ( 4 COMMON BRICKS @ REQUIRED). LATERAL LINE TO DRIP SYSTEM. (*) PARTS IN DRIP ZONE KIT. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APP ROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetoils.com/info AND ENTER REFERENCE NUMBER 065-190d. DRIP VALVE J .. SECTIO N/ELEVATION LEGEND: CD FINISH GRADE (1) VALVE BOX & COVER @ TORO FxF REMOTE CONTROL VALVE WITH FLOW CONTROL AND WITH WIRED SOLENOID MODEL NO. EZF -06-04 SEE LEGEND. @ CONTROL WIRES WITH 12" MIN. SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS @ PVC MALE ADAPTER (1YP.) @ PVC LATERAL LINE SEE SPECS. FOR DEPTH (J) PVC MAIN LINE LENGTH AS REQUIRED @ PVC ELBOW @ CO NTINUOUS BRICK SUPPORTS @) GRAVEL (1 CU . FT.) (jJ) PVC TEE OR ELBOW (1YP.) @ PVC MAIN LI NE (1YP.) SEE SPECS. FOR DEPTH NOTES: 1. SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDTIONAL INSTALLATION NOTES. 2. INSTALLATION TO BE COMP LETED IN ACCORDANC E WITH MANUFACTURER'S SPECIFIC ATIONS. 3. DO NOT SCALE DRAWING . 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESS IONALS FOR PLANNIN G PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TI ME OF DEVELOP MENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFAC TURER TO BE CO NSIDERED ACCURATE. 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www .CADdeta ils.com/info AND ENTER REFERENCE NUMBER 065-165e. CONTROL VALVE WYE STRAINER (OPTIONAL) -~ SIECURITY ENCLOSURE COPPER PIPE FROM P.O.C. t 30" Max 12" Min COPPER PIPE (TYP) FIN ISH GRADE NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. BACKFLOW PREVENTER ~------FlNISHED GRADE IN TURF AREAS ~---PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAJNLIESS BOLT, NUT, AND WASHER. BOX TO BE PLACED, AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 0 BV" ONTO LID. ~-BALL VALVE, SEE LEGEND FOR SPECIFlCATION 'c_ __ FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPLY LINE DEPTH AS PER SPECS. ()Oe 0 ~---SCH 80 PVC COUPLING AND T.O.E. NIPPLES ~:::,,, }i!g, ul,;~r---BRICK SUPPORTS Q LJ9-V • 4 REQ PER BOX =='--'-'"'-"''-=--=-+-'-,-=F--!-'1'-'--'-"_..,"'-'-' ~-------SCH 80 PVC UNION ~--------SCH 80 PVC NIPPLES LANDSCAPE FABRlc_:, WRAP UP AND OVER BO, HOLES ~----------3/4° ROCK, 3 CUBIC FT. SECTION VIEW N.T.S. ' PRESSURE SUPPLY LINE VALVE BOX L---~;;;;;~1-------BALL VALVE PLAN VIEW -N.T.S, NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INST,\LL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. BALL VALVE 1 2 5 6 DRIP BUBBLER 0 DRIP BUBBLER 0 PVC SCH 80 NIPPLE ~ (LENGTH AS REQUIRED) \::,J TOP OF MULCH 0 FINISH GRADE ® PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE LEGEND 1 -~ -rF====l ==IF===t---0 I t--{2 1 . PVC LATERAL LINE FROM DRIP ZONE KIT. 2. PVC SUPPLY MANIFOLD. I I I I 3. PVC TEE OR ELL LGJ---<f',-_-<'l>-<1;_P--0>--.,,.,,_---<0j s 4. POLY TUBING AT SUPPLY AND FLUSH END OF EACH ISLAND. 5 r,=====~--{3 5. ,',JR/VACUUM RELIEF VALVE PLUMBED TO TUBING AT HIGH POINT. 6. DRIPLINE LATERAL 7. AUTOMATIC FLUSH VN..VE PLUMBED TO TUBING AT LOW POINT. I I I I I I Gj,''--<tn---e'l,.<g>,b---<f:,,_--0'.J:J 8. PLANTER PERIMETER. 6 }-----{s NOTE: THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH . INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS IN-LINE DRIP .EJ.,,\J'l NOT TO SCALE STUDIO 34202 Sepulveda Avenue Copi~trano Beach, CA 92624 pho 949.248.5404 fox 949.240.9790 THIS DRAWING Al AN INSTRUMENT Of SERVICES II THE PROPERTY Of THE EANDICAPE ARCHIT[(l ANO MAY NOT BE REPROOUCEO IN ANY FORM WITHOUT THE LANDSCAPE ARCHIHffl WRITT£N PERMISSION ANO UNLESS THE REPRODUCTION CARRIES THE LANDSCAPE ARCHITECT'S NAME. All DESIGN ANO OTHER INFORMATION SHOWN ON THE DRAWING ARE fOR THE SOLE USE Of THE IPEClflEO PROJECT ONLY ANO SHALL NOT BE OTHERWISE UIEO WITHOUT THE EXPRESS PRIOR WRITTtN PERMISSION Of TH E LANDSCAPE ARCHITECT. WRITTtN DIMENSION SHALL HAVE PRECEDENCE OVER SCALED DIMENSION. CONTRACTOR(SI SHALL VERIFY ANO BE RESPONSIBLE fOR All DIMENSIONS ANO CONDITIONS ON THE JOB. THE LANDSCAPE ARCHITECT II TO BE INFORMEO Of ANY VARIATIONS fROM THE DIMENSIONS ANO CONOITIONI SHOWN ON THE DRAWINGS. EXISTING CONOITIONI ANO LOCATIONI OF UTILITIES HAVE NOT BEEN VERIFIED INDEPENDENTLY. IT IHALL BE THE REIPONIIBIUTY Of THE CONTRACTOR IS) BEFORE BEGINNING WORK TO DETERMINE THE EXACT LOCATION OF All tASEMENTI ANO EXISTING UTILITIES. THE CONTRACTORIII SHALL BE RESPONSIBLE fOR SECURING All PERMITS ANO ENGINEERING REQUIRED WHICH II NOT INCLUDED IN THESE DRAWINGS. CIVll lTRUCTURAl, MECHANICAL ENGINEERING, GRADING ANO DRAINAGE BY OTHERI. SHOP DRAWINGS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT fOR REVIEW BEFORE PROCEEDING WITH FABRICATION. THERESA CLARK LANDSCAPE ARCHITECT Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 Date: 12.15.20 Revisions: Date: Date: 1.29.20 Job Number: 1921 Drawn By: /TC Sheet Title: Irrigation Details Scale: N.T.S . Sheet Number: 13.2 \ a I " ~ ' I I ------~-.r-:: ' .. . .., Ti[ i <=-• I HYDROZONE DIAGRAM I SCALE: 1" ~ 20' \'\'., ~ C I TY Of CA RLSBAD WELO WORKSHEETS LANDSCAPE MIANUAL APPENDIX E P-25(C) Developmen t Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .carl5badca.gov APPl!NDIX f1 Wl!LO WOflKSHl!l!TS Maximum Applied Water Allowance Water Efficient Lands,cape Worksheet A landscape projecr subject to the Wac er Efficient Landscape Ordinance shall include the MA WA for the plans, including the calculations used to determine the MA ,\Y/A. A landscape project shall not exceed the MA WA. The MA WA for a landscape pro1ect shrull be determined by the following cquatlon: This worksheet is filled out by the proJecl applicant and it is a required element of the Landscape Documentation Package. Residential: MA.WA • (ETo)(0,62)[(0,SS x LA) + (0,45 x SLA)J Non-Resldentlal: MA.WA = (l!To)(0,62)[(0.45 JIC LA) + (0.55 x SLA)] The abbreviations used in the equation have the following meanings: HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per ihydrozone. MAWA no 0.6:Z Maximum i\pplicd \'<,'at.ct Allowance in gallon·s per year. Evapotranspiration in inches per year. Controller Hydrozone~ Zone # o, Valve A Ht 1 M HZ 2 I i ~ " -~ Total * Hydrozone VLW-Ve,y Low Water Use Plants LW-Lo\'{ Water Use Plants MW' -Moderate Water Use Plants HW -High Water Use Plants P-25(C) I Irrigation Plant Method .. Typ>e/Factor'"'- (PF) SPRAY 0.5 DRIP 0.5 IP 0.3 fl.H PRAY 0.6 -1mgation MethOld MS = Micro-spray, S = Spray R = Rotor B= Bubbler D= Drip 0 = Other Page 1 of4 r t ' I ' . ,, 4 '!' "'~-, -~ .(;) .J:r: r-':io. -\'~ ,,. ·"-(3:J \> ~- I I •M . : /_ _' phSII/IG _IMl!Box mREW,/N , ! }'\'Ol[Cl:l"IPLm ! i ,.:,,_ "' 1 ; Hydrozone % of Total Area (Sq. Ft.) Landscaped Area "' ~ 6525 825 7% 703 ''Jlllli: 100% 0.55 or 0.45 LA o.,s or o.155 .... Conversion factor tu gallons pet square foot. ET adjustment factor (ETAF) for plam factor s and irrigation efficiency. Landscaped area includes special landscaped airea in squart: feet. The additional ET adjustment factor fo r a sp-ccial landscaped area (1.0 -0.55 ::: 0.45 o, 1.0 -0.45 = 0.55) Special landscaped area in square fee t . Show Calculation: ( 44.0)(0.62)(0.55 X 12,086) 181,338 GALLONS -*Plant Factor from WUCOLS Ill or list as water feature as appropriate Maximum Applied Water Allowance ::: ____ 1 _8_1~3_3_8 ____ gallo ns per year Revised 04/12 City of Carl•bad Land•e.pe Manual • HZ -1 MODE RATE WATER US E SPR AY IRRIG ATIO N (70 6 SQ. FT .) HZ -2: MODER ATE WATER USE DRIP IRR IG AT ION (3327 SQ . FT.) HZ -3: LO W WATE R USE DR IP IRR IGAT ION (6525 SQ . FT.) HZ-4: PO OLS /WATER FEATURES (825 SQ. FT ,) HZ -5: ZOYSI A LAWN SP RAY IR RIG AT IO N (70 3 SQ. FT .) NOTE: ALL IRRIGATION WATE R ON THE PROJE CT WIL L BE POTABLE WATE R l APPl!NDIX f 1 WELO WORKSHll!TS Hydrozone Table for Calculating ETWU Please complete the hydrozonc table(s). Use as many cables as necessary. CITY OF CA RLSBAD ESTIMATED TOTAL WATER USE ETWU H),dro:wnt Numhtr (I -.5 \>11th SL\ Zone Below --use as manr tables a5 necessarv to com lete all hvdrowrnes Process Step Nu. 'Below Evaporunspiration Rate (ETo • Convcrr.ion l'ac1or 2 (S1~p 1 x S1ep 2) 3 Pfant Facror (PF)•' (From \X'UCOLS) (VL '-X/ -H\\'.1 4 0.5 ·0.1 -o.s :\rea of Hydro:,one (~9-fr) 5 706 IU (S rep 4 x Step 5) 6 353 [rrigation Efficiency (IE)'"-•• 7 0.72 (Step 6 + Step 7) 8 490 (fotal :\II Step 8 + Total 9 SL\ s . ft. in Ste 5 (Step 3 x Step 9) Estimated Tora\ \X1atcr Use in gallons 10 per yeu (En VU) -Total shall not exceed .\L-\ W.-\ E'To"' West of/-5 = -10,0 East of J.5 and Wt-st of El Camino R tsl = -14.U East of El Camino Rea}= 47.0 Applicant may providt-a difft-1:'t"nr ETo if 1Jupporred by documentadon subjt-ct ro approval by the City Planni/J/l Division -Plant Factor & W:ller Use 0.1 = VL W . Very' Low Water Usr: Plants 0.3 = L W . Lo11,• Watet u..,c Pl,mts 0.5 = MW -Moderate Water Use Plant.i 0.8 = H W . H ;gh Water Use Plants 2 3 4 44 0.(,2 27.28 0.3 0.8 3327 6525 825 1664 1958 660 0.80 0.80 1.0 2080 2448 660 6264 170,882 -1e Micro-spn y = .80 Spny =.72 Rotor =.72 MP Rota1or = . 75 Bubbkr =.75 Drip= .80 ; 0.6 703 422 0.72 586 City of Cart.a,ad Landse.pe Manual WATER CONSERVATION FEATURES 1. USE OF HIGH EFFICIENCY, LOW VOLUME IRRIGATION EQUIPMENT 2. USE OF DRIP IRRIGATION WHERE APPROPRIATE 3. USE OF 'SMART' CONTROLLER 4. USE OF RAIN SENSOR FOR AUTOMATIC SHUT-OFF OF IRRIGATION SYSTEM 5. EFFICIENT IRRIGATION SCHEDULI NG TO PROVIDE DEEP WATERING 6. ADJUSTMENT OF IRRIGATION SCHEDULE TO WATER IN MORNING & EVENIN G HOURS 7. ADJUSTMENT OF IRRIGATION SYSTEM TO AVOID RUN-OFF, LOW HEAD DRAINAGE & OVERSPRAY 8. REGULAR MAINTENANCE OF IRRIGATION SYSTEMS WMER ff[IClfl,'T 0/ID,NA/{C[ CfR[t/"/CMI0/1 SiA1£M£//T ~ ;,µ FAMILIAR WITH Tli[ /1£0U/REllEN1S FOR i.ANOSf.AP!; ANO IRRIG,;T!0/1 PUNS CONTAIN(/) IN THE CifY OF CAf/l$8'J)"$ lAN05CAP£ MANrJAl ANO w~rrn [Fnt/ENT I.ANOSCAPE R[GUI.AT/ONS. I HAVE PREPARED THIS Pl.AN IN COIIPLl,WC[ \>'/T/i f/--/05£ REGULATIONS AN[) !HE 1.ANOSCAPf MtlNUAL MID iCR££ ro COMPLY wrrH All R[QIJl'/E/JENTS Wt,[N SU8'-IITTING CONSTRUCTION DOCUMENTS, I ((l?flff IH,'T !H[ PLAN /MP[[M[/iTS THOS[ REGVIJl flONS ro PFIOV/Df [FF/C/[//1 USE or WAT[!>" 12 15=20 "" s T u D I 34202 Sepulveda Avenue Capistrano Beach, CA 92624 pho 949.248.5404 fax 949.240. 9790 0 THII DRAWING Al AN INSTRUMENT Df IERVICEI II THE PROPERTY Of THE lANDICAPE ARCHITECT AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT THE LANDSCAPE ARCHITECT'\ WRITTEN PERMIIIIDN AND UNLEII THE REPRODUCTION CARRIE\ THE LANDSCAPE ARCHITECT'\ NAME Ill DEIIGN AND OTHER INFORMATION IHOWN ON THE DRAWING ARE FOR THE IDLE UIE Of THE SPECIFIED PROJECT ONLY ANO IHAll NOT BE OTHERWIIE UIED WITHOUT THE EXPREII PRIOR WRITTEN PERMIIIION Of THE LANDICAPE ARCHITECT. WRITTEN DIMENIION IHAll HAVE PRECEDENCE OVER ICALED DIMENSION. CONTRACTOR(\) IHAll VERIFY AND BE RESPONSIBLE FOR All DIMENSIONS AND CONDITIONS ON THE JOB. THE lANDl{API ARCHITECT II TO BE INFORMED Of ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWING\. EXISTING CONDITION\ AND LOCATION\ Df UTILITIES HAYE NOT BEEN VERIFIED INDEPENDENTIY. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTORII) BEFORE BEGINNING WORK TO DETERMINE THE EXACT LOCATION Of All tAIEMENTI AND EXISTING UTILITIES. THE CONTRACTORII) IHAll BE REIPONII BLE FOR SECURI NG All PERMITS AND ENGI NEERING REQUIRED WHICH II NOT INCLUDED IN THESE DRAWINGS. CIVIL, STRUCTURAL, MECHANICAL EN GINEER ING, GRA DING AND DRAINAGE BY OTHERS. IHOP DRAWINGS MUil BE IUBMITTED TO THE LANDICAPE ARCHITECT FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. THERESA CLARK LANDSCAPE ARCHITECT Crowley Residence 4367 Highland Drive Carlsbad, CA 92008 Date: 12.15.20 Revisions: Date: Date: 1.29.20 i ' oa1e ' • $-.:::-. OF C~Lll'0:6' Job Number: 192 1 Drawn By: /TC Sheet Title : Water Conservation Plan Scale: NOT TO SCALE Sheet Number: L3.3