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HomeMy WebLinkAboutCB073168; AVIARA PA 13 HOA COASTAL APPROVAL; Site Plan\ \ \ -------·-·--·-·--.. --,-----~ Flot Date, Wedneodaij, April 02, 2008 ASDC. J06 NUM6E:R, 01-011 APPLICABLE CODES I STAND1ARDS 2001 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1, TITLE 24, C.C.R. 2001 CALIFORNIA BUILDING CODE (C.B.C.) TITLE 24, PART 2, C.C.R. (1997 U.B.C., VOL 1-3, W/ CA AMENDMENTS) 2004 CALIFORNIA ELECTRIC CODE (C.E.C.), TITLE 24, PART 3, C.C.R. (2002 N.E.C., WI 2004 CA AMENDMENTS) 2001 CALIFORNIA MECHANICAL CODE (C.M.C.) TITLE 24, PART 4, C.C.R. (2000 U.M.C. WI 2001 CA AMENDMENTS) 2001 CALIFORNIA PLUMBING CODE (C.P.C.), TITLE 24, PART 5, C.C.R. (2000 U.P.C. WI 2001 CA AMENDMENTS} 2001 CALIFORNIA FIRE CODE (C.F.C.), TITLE 24, PART 12, C.C.R. 1990 TITLE 19, C.C.R. PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS. . . 2005 CALIFORNIA ENERGY CODE, TITLE 24, PART 6, C.C.R. NFPA 13 -AUTOMATIC SPRINKLER SYSTEMS 1999 ED. NFPA 14 c STANDPIPE SYSTEMS 2000 ED. NFPA 17A-WET CHEMICAL SYSTEMS 1999 ED. NFPA 24-PRIVATE FIRE MAINS 1995 ED. NFPA 72 -NATIONAL FIRE ALARM CODE (CA AMEND.) 1999 ED. NFPA 253 -CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2000 ED. NFPA 2001 -CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2000 ED. REFERENCE CODE SECTION FOR NFPASTANDARDS CBC 3503.1.3 GENERAL SYMBOLS DOOR IDE.NTIFICA TION WINDOW IDE.N TIFICA TION RE.VISIONS 0 0 & KeY NOTe 0 DIMENSIONS FACI: OF 06Jl:CT CENTER OF 06JECT INTERIOR ELEV A TION CORRESPONDS TO l:LEVATION OF INTERIORS SI-IEE.T. DETAIL NUM6E:R - CORRl:SFONDINC. SI-IE.ET NUMBE:R OF Dl:TAIL BLDC.. Sl:CTION NUMBE.R CORRESFONDINC, SHE.ET NUMBER OF SECTION DETAIL SECTION A: \.ASDG Pr0Jects\.Act1ve ProJects\.07-011 Boeke! Res1dence\.CAO\.OCAD\ Title Sheet PROJECT SCOPE THE SCOPE OF THE. WORK INCLUDes New TWO STORY RESIDl:Nce WITH ATTACHE.D TWO CAR C.ARAC.E: ON A FRE.VIOUSL Y C.RADE.D LOT. SITE IMPROVEMENTS TO INCLUDE NEW LANDSCAFINC,, HARDSCAFI:, LIC.HTINC., Rl:T AININC. WALLS. AND DRAINAC.E. T-1.0 TITLE, SHEET T-2.0 TIT~S 24 ENERC:.Y CALCS. CIVIL, C-1 C,RADINC. AND EROSION CONTROL C-2 C.RADINC, FLAN C-S EROSION CONTROL FLAN ARCHITECTURAL, A-1.0 SITE FLAN A-2.0 FIRST f=LOOR FLAN A-2.1 SECOND FLOOR FLAN A-S.0 INTERIOR ELEVATIONS A-'i.O SCHEDULES A-5.0 SECTIONS A-5.1 SECTIONS A-1..0 EASY i WEST ELEVATIONS A-1..I NORTH i SOUTH ELEVATIONS A-1.0 ROOF FLAN A-8.0 ARCHITECTURAL DETAILS SHEET INDEX STRUCTURAL, S-1.0 C.ENERAL NOTES S-1.1 TYPICAL DETAILS S-2.0 FOUNDATION FLAN 5-3.0 FLOOR FRAMINC, FLAN S-4.0 FIRST FLOOR ROOF FRAMINC. 5-4.1 SECOt-!D FLOOR ROOF FRAMINC. S-5.0 STRUCTURAL DETAILS S-5.1 STRUCTURAL DETAILS S-5.2 STRUCTURAL DETAILS 5-1..0 SIMPSOt-! STRONC.WALL DETAILS s-,.1 SIMPSON STRONC,,WALL DETAILS ELECTRICAL, E-1.0 FIRST f=LOOR ELECTRICAL FLAN E-1.1 SECOND FLOOR ELECTRICAL FLAN LANDSCAPE, L-1.0 L-1.1 L-1.2 L-2.0 L-2.1 L-S.O L-1.0 LANDSCAPE CONSTRUCTION LANDSCAPE DETAILS LANDSCAPE DETAILS IRRIC.A TION FLANS IRRIC,A TION DETAILS FLANTINC, PLAN LIC,HTINC, FLAN 7176 AVIARA DR. CARLSBAD, CA 92010 ~. LOT 255 -7176 AVIARA DRE CARLSBAD, CA 92010 1 FIRE SPRINKLERS . RESIDENCE SHALL HAVE AN AUTOMATIC FIRE SPRINKLER\ SYSTEM INSTALLED FER NFFA 13-D STANDARDS. FIRE ) SPRINKLER FLANS SHALL BE SUBMITTED TO AND ) AFFROVED BY THE FIRE PROTECTION DISTRICT FRiOR TO FRAMINC, INSPECTION. BUILDING DATA LEGAL DESCRIPTION: PARCEL255 MAP 12412 -CITY OF CARLSBAD TRACT 85-35, PHASE I, UNIT D ASSESSORS PARCEL NUMBER: 215-611-0300 LOT AREA: 12,240 SF (0.281 ACRES} BUILDING AREA: FIRST FLOOR RESIDENCE -2,307 SF SECOND FLOOR RESIDENCE -715 SF TOTAL RESIDENCE-3,022 SF TOTAL GARAGE -680 SF CUMULATIVE BUILDING AREA -3,702 SF LOT COVERAGE: 3,702 SF / 12,240 SF = 30% COVERAGE \pprova101 these ptans'f"Cla:!:e!i "idy'tc,:hs: .;-ir<".h!i,_,,_•1·ura1 d1-.. "-L"n anu-sch-2:n.,( ~(1,-,, . tlnd no represe~tat1ons are.made nor any respoo~ioiiity·a.s::;um~d by the Arch,ten~, .o.; Rev1ew Comm1ltee rngardmg the legality or st:-uclurat 'qua!iW or -soundness of the work proposed .. h sha-ll be Lhe sole responsibility of the owner; O\i!nerS archltect and owner's builder to examine the lot an-d to undertake adequate structural d©Sign for all 1mprovem~nts and thereafter to construct and ·maintain the 1mprovemerir.:. 10 acc?rdance With the ~pproved plans, and applicable government,H codes, laws, •ord.mances and regulatrn.ns. Approval of these pl~s!does not alter er modify owner's :;bhgatmn to comply with all established building requirenlcnts far the lot anJ with ~all laws, ordin:ance~, ;rules . and regulations now or hereafter made by any ~ovemmental authonty-affectmg the fot. -In •case ·of.-anv-ce!ltlict .Jx:tw~nAhe ~ !IJ.,e-,stricter requirnmeaH ·shall a:pp:ly. • ' SETBACKS: FRONT -25'-0" SIDE YARD-10'-0" BUILDING SETBACK-15'-0" REAR -20'-0" PROJECT DIRECTORY CLIENT: JAMES AND SARA BOEKEL 640 LOON LAKE COURT. LINCOLN, CA 95648 PHONE: 916-543-4787 boekel@sbcglobai.net CIVIL: ALLIED EARTH TECHNOLOGY 4926 LA CUENTA SAN DIEGO, CA 92124 PHONE: 619-447-4747 CONTACT: ROBERT CHAN UC.# 24613 robertaet@aol.com PLANNING DEPARTMENT APPROVAL ~· >1w DATE: b ,2(/{:g DON NEU, Planning Director ARCHITECTURAL: ALPHA STUDIO DESIGN GROUP 1485 POINSETTIA AVE;, #112 VISTA, CA 92081 PHONE: 760-727-2544 CONTACT: PAUL GALLEGOS UC. #C24063 paul@alphastudio-design.com JOSH ECKLE UC. #C31020 josh@alphastudio-design.com LANDSCAPE: ARMSTRONG & OTHERS 6838 CORTE DIEGO LACOSTA, CA 92009 PHONE: 760-415-2428 CONTACT: PHIL ARMSTRONG LIC. #3413 me1 architect@yahoo.com RECEIVED , JU'.• 1 ~ ~,,~ ENTERED MAY 3 0 2008 .A5ft.;...-J DATE: i, ,:,.-f ,,,., RECOMMENDEDBY: t;!\~ f;.Ui-Z.. CITY OF CARLSBAD PLANNING DEPT. Prmt Name REVt'3iONS & ·cAJ<L513AD F1RE PREVEN'•ION REVISIOfltS 4-,:;-c& w > -0:: 0 <( 0 w 0::: ...--_J 0 <( 0 LU -~ ~~ N 0) LU 0 <( 0 (0 CCI -0 <C U) I'-- T'"" 0::: w -<C ti2 1-e :o.u , ... , .. , , .. I'--0 0:: I <( U) 600 oo~ ...J I.O co z l!J LO WI.OU) ~ 0) <C <l'. <( ~ N ...J ...I 0 U) z " w 1--0:: wo:5 0 0 <( ~Oo <C; ~ 00 ...J 0 ""') ;g:::; ALPHASTUDIO Design Group APRIL 3, 2008 . ~fp-r--.i::.vaJ ni rheRc plans re!8te~ ~1eJi11. ~ and no repre,cnt··t , . · 0 ·· r. ·, ,. . " 1c,n.:-. are mo(!e r:o;· miv t~v1ew ( omm1ttee regJ.rdiog the le, a!;. work propostld. l.t s-ib(l ll i.'le the ~ol,· ,·e·~,p·,.t ow ' I ·1d .. . --' ii II ner S JUJ er lo examme the lot an<l t( l'.l improvements and tlu::renr,.1. to c ct • <l.l.,_ con P c?r a.nee with the approved pla ordi d _, ns, a -br nanc~s an regulations. Approval oft ) 1gat1on to comply with all establish d : .all laws, ordinances, rules and re:ul·' ~ovem_mentaJ authority affecting the l t e 1-.l~e $lnct~r requirement s.h:'111 ~Ip ply. 0 • TITLE SHEET -------------------------------------------------------------------------------------------------------- " -- Plot Date, i-rrday, April 25, 2008 ASDC, JOI::\ NUM6eR, Oi-C/11 EXISTING (.'-0" CMU ---~ WALL FENCE. RETAINING WALL FER SDRS C-3 AND GRADING PLAN. ill 0 0 I LO n.n I 0 C, 00 z r r n.n Lfa EXISTING 3'-t." HIGH ~--t-71' CMU UJALL FENCE. REFER TO CIVIL DRAWINGS. EXISTING 4'-0" UTILITY -----__ EASEMENT. EXISTING BOX. ' V , - -' V V I V V V d ' ' V " V d " d ½ d ' -. ,1 ; V ' V - <J • .;· , c'••::i, • • ~. 8LOO' _ TOP OF EXISTING SLOPE. -- I V I " ' " \ '\ V "' " d ' •-- ( " \ \ \ \' \ ) ( I\ CONCRETE WALKWAY ✓ PER LANDSCAPE. I a .._. I Ul UI HIGH STEEL FENCE. • 0 J 'il'-rv PROPOSED TWO STORY SINGLE FAMILY RESIDENCE r-1-EXISTING WATER METER. ,---EXISTING SIDEWALK. I -\ E)(ISTINC, TELEPHONE -~~~=====!cf:::====·~\~4=·=· ====:1:::::'.:===============7F= BOX. = . 0 NEW CONCRETE DRIVEWAY PER CIVIL FLANS. I 0 N SITE PLAN ------------ SCALE: 1/8"=1 '-0" P.,:\ASDG ProJects\Active ProJecls\01-011 Boekei Res1dence\CAO\DCAO\S1te Plan DRIVE --EXISTING CURB AND GUTTER. NOTES I. ALL WORK CONDUCTED IN THE RIC.HT OF WAY. SHALL REQUIRE A RIC.HT OF WAY PERMIT. --------REVISIO!\!S & CA.l<?l.56~0 FIRt= F'Rt;.\l'c:NTION REVl510tl5 1-?<i-06 w > -O'.'.'. 0 <( 0 w oc:: '<r" _j (.) <( 0 w -~ Z>N w W<(O> 0 Om<C OJ 00 t--0 ~ f-w '<r" -<t: 0:: 0::: I'-,. 0 (I.) 6 00 D <( 0 (J ;2; -l LO 00 z LJ.I l{) ~ Ol w L!) U) <( <( <( ~ N -l -'O (I.) z -w ..,... et: wo3 2 go 0 0 <C <( 0 0 m _1 o -s;1-Z 7 f£J ...J ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P: 760-727-2544 F: 760-727-2588 www.alphastudio-design.com APRIL 25, 2008 SITE PLAN -1.0 f'lot Date, Frrday. April 25. 2008 ' N I "' n- ASDC. JOB NUMBER, 0·1-0II 2X8 E>Cf. WALL ' N I r .. I n- 2XB EX,·. WALL\ ' 'l' "' • 0 0 I I ,- <r 4' Mll't DIA. DRYE:R VENT TO OUTSIDE "' WI WEA TI-IER CAP 1 t DAMPER. "' :¼' MIM. FROM ' 0 I ,- ' 0 I N I "' N NEAREST OPENINC.. • 0 T "' ' G I 'o- ' ® ® , ,, , ' 2'-8" ., :3'-1" , s·-,··· ' ll © 18" HIC.H CONCRETE BENCH llJ/ CE.RAMIC TILE TOI"'. OFFICE ' ;t'-3" TILE SHOWER Ill/ SHA TTE:RF'ROOF ENCLOSURE. I 0 I MC 2'--0 I • 2'-0" 2'-l" 0 LINE OF BALCONY ABOVE --,-------------------,. --".------- ' I ® I 3'-4" ' I ® ' 0 I 0-- 3'-4" FAMILY ROOM 3'-4" ' . , -:-i ·1· i ~l°i1_F' lN _<J~ ·-··. , : V 1,>.UL ED CLC1. ' : . i" C" __ #_i .. -~'-----:_-- TWO ~OM A TME;NT -SIM-K---W/-AR -AC,-5 DljSPC!SAll. ' KITC'H~N VAULTEb cLc.. ____ J ----,c1-=~ I 'fr'• I 0/W o [:] 10'-0" 5'-0" 5'-0' • "" I N "'r'-0" -------------------, 1 COOKTOP W/ MICROWAVE AND 1 e.XHAUST HOOD 1 ABOVE. 2XS E:XT. WALL 0 0 I 2><8 EXT. WALL"' ' 0 I r 2X<l EXT. UJALL PE:RIMETER SOFFIT. . C) I "' ' ' ~ ! "MARCO" PR!:FAB ~ MASTER BEDROOM __ _,_ ________ , __ _ BATH ~) LINEN AA ~-----• LAUNDRY , ,~~-0 ~) ~ ! ·~1-:-0 Ill I I I I I I I I I I I I --_---------- ' I -~ i ~ I FIR!:PLACE ANSI Z:21.50 \ THROUGH ANSI Z2l.44. \ 3,'-10" 5'-"1" 3'-ll" ' ---. 1+' :: -=-r~~,JI! ~ 0 N -t--+----l~-... --•, :--~-1;" -- i li'I ·HIALL f------+---+------+---·r-•-·--- ' LINE: OF COFFERED•--~' CE.ILING. ---'~--+--+-l--1---+-t-up m 0 LIVING ROOM 4'-0" © • "'" I "' ~ D ROI" _____J I" MAX. J 10'-'" 10'-I" ,,i'-----------------.1,~----------t--- 2-C:AR GARAGE • ... I N r-------~---------1 s " r------------------7 ®, @ 24" 9"-0" 24" 14' 9'-0" ,, , -• --' sf 3 I-x Jjj 2'-10" -----., '. - ' . -'i· ' " I "" 0 0 I "' N . 0 I ., ' ' / I /. ' / I -+-- I ' --<-·----7--0' 2'-3" I 10' r I ~'-0" I I 10'-5' I I I .,____-1111--.. J-~ REFER. 1 (N.I.C.J 12" TYP. ---h I . ' • -• I• ' ' . ' - L-------------------~ --- " SHE:LF I POLE: (TYF'J --,, ,' ,, ,, ,, ,, ,, ,, CLO. :i ,, // 0 ff / ---__ ---____ ---___ ---___ ----_-_----_-_---____ ---____ ----_-~ __ ) J MASTER BATH u F w :c TEMPERED GLAZING DININC1 VAUL.TED CLC.. "' C) u ~ LINE OF BALCONY Ai:IOVE. MC ®ABOVE ® I ®ABOVE 1® ' N I "' I ~__.,_____._: ® TILE SHOUJE:R W/ SHA TTERF'ROOF ENCLOSURE. 0 0 <ffl--c~-l-.J RETREAT . "" I "' ' I' 40 GiA. UJATER HEATER ON 18" HIC.H PLATFORM. REFER TO NOTE 114 FOR BRACINC, REQUIRl::MENTS. A-8.0 8 " "'===al:: - 0 ,.n._ ::>- II I---, " ::o.. " ,,_ " ".,, " " 1' " 'l ---_:-_-_-_-_-_-_-_-_-.J' TEMPERED GLAZING ©- 2X8 EXT. WALL S! ' 5'-T' 4'-1" 2'-10" 2'-9" CC,JL------"-------,1£-----"-----,i'~--l>---,,f'--x ill ,o )( "" 15'-9" FIRST FLOOR PLAN ', ' " I C • "' I r ' 0 I "' . N I .., • .,.. I N ' 0 T N ' "' I ... A \ASDG ProJects\Act,ve ProJects\01--011 Boeke! Res1dence\CAD\DCAD\Plan --------- -1--~ Q I ... ... SCALE: 1/4"=1'-0" NOTES I. TI-IE:SE: FLANS AND ALL IIJORK SI-IALL COMFL Y WITI-I THE: CALIFORNIA BUILDINC. STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 21 CCR AS AMENOE:D AND ADOPTED BY THE CITY OF CARLSBAD. 2. ALL WALL FRAMIN(, SHALL BE 2X4 STUDS AT 14" O.C. UNLESS NOTED OTHERWISE:. 2,. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AFFROVED BACKFLOW PREVENTION DEVICES. 4. 5. ,. , . WATE:R HE:ATE:RS SHALL HAVE A MINIMUM OF TWO STRAFS TO RE:SIST HORIZONTAL DISPLACEMENT. PROVIDE A MINIMUM OF 3/4"X24 C.A. STRAFS W/ l/1"X3" LAC. BOLTS ATTACHED DIRECTLY INTO FRAMIN(,. FIRE:FLACES WITH C.AS LO(, LIC.HTE:RS ARE: RE:QUIRE:D TO HAVE THE FLUE DAMPER FE:RMANE:NTL Y FIXED IN THE: OFE:N POSITION AND FIREFLACE:S W/ LPG LOG LIGHTERS ARE TO HAVE NO 'FIT' OR 'SUMP' CONFIGURATIONS. DWE:LLINGS ARE TO HAVE AN AUTOMATIC FIRE SFRINKLE:R SYSTEM INSTALLED FER NFPA 13--D STANDARDS. FIRE SFRINKLl:R PLANS SHALL BE SUBMITTED TO AND AFFROVl:D BY THE FIRE PROTECTION DISTRICT PRIOR TO FRAMING INSPECTION. WATER CLOSETS SHALL HAVE 30" CLEAR WIDTH AMO 24" CLEAR IN FRONT FER U.6.C. SECTION SIIA. 8. SLEEFINC. ROOM SILLS SHALL NOT BE OVER H" AElOVE FINISHED FLOOR. ~. IN GARAC.E:S. LAUNDRY ROOMS. WATER HE:ATER ROOMS. ANO STORAGE: ROOMS. 5/6" TYFE 'X' C.YP. ElOARD SHALL BE USED ON ALL WALLS, BEAMS, AND COLUMNS USED TO SUFFORT FLOOR ABOVE. 5/B" TYFE 'X' C.YF. BOARD SHALL BE AFFLIED TO THE CEILING IN ORDER TO PROVIDE I-HOUR FIRE RE:SISTIVE PROTECTION. 10. ALL ANC.LES SHALL BE 45 DE:GRE:ES UNLE:SS t,!OTED OTHE:RWISE:. II. ALL PLUMBING WALLS SHALL BE 2X& STUDS UNLESS f\!OTED OTHERWISE. 12. FUEL COMBUSTION WATER HEATERS SHALL NOT BE INSTALLED IN BATH. BE:DROOM, OR IN A CLOSET WHICH OPENS INTO A BATH OR BEDROOM. 13. ALL WATER CLOSETS AND ASSOCIATE:D FLUSHOME:TER VALVES SHALL BE CE:RTIFIED AS USING NO MORE THAN U C.ALLONS F'ER FLUSH AND SHALL MEET THE PERFORMANCE STANDARDS ESTABLISHED BY THE ANSI All2.l,.2. ALL. URINALS ANO ASSOCIATED FLUSHOMETE:R VAL VE:S SHALL BE: CE:RTIFIE:D AS USINC. NO MORE: THAt,! I C.ALLOI\! PER FLUSH AND SHALL ME:ET THE: FERl'ORMANCE STANDARDS ESTABLISHE:D BY ANSI All2.l,.2. 11. ALL WATER F'IFINC. CONNECTIONS TO USE LEAD FREE SOLDER. 15. ALL SHOWERHEADS SHALL BE CERTIFIED AS HAVING A MAXIMUM FLOW RATE: OF f\!O MORE THAN 2.15 C.ALLONS PER MINUTE. IN SHOWERS OR TUB/SHOWER COMBINATIONS. CONTROL VALVES MUST BE PRESSURE BALANCE:• OR USE THERMOSTATIC MIXINC. VALVE:S. 1,. 11. 18. I~. ALL LAVATORY AND SINK FAUCETS SHALL Bl: FITTED WITH A FLOW RE:STRICTINC. AERATOR WITH A CERTIFIED MAX FLOW RATE: OF NO MORE THAN 2.15 C.ALLONS PER MINUTE:. PE:R UBC 1003.:3.3., EMCLOSE:D SPACES UMDE:R STAIRS SHALL BE PROTECTED WITH I-HR. COt,ISTRUCTION ON ENCLOSED SIDE. REFER TO DETAIL 18/A-8.0 FOR FURNACE REQUIREMENTS. RESIDENCE SHALL i:IE FRE-FLUM6ED FOR FUTURE SOLAR WATER HEATINC.. TWO 3/4" COFFER PIPES SHALL BE INSTALLED TO THI:: MOST CONVE:NIE.NT FUTURE. SOLAR PANEL LOCATION. COPPER FIPE:S SHALL BE RUN FROM WA TE.R HEATER LOCATION TO FUTURE SOLAR PANEL LOCATION. 20. ALL FIFING l"OR FUTURE SOLAR WATER HE.ATINC, SHALL BE 'NSULATED WHEN IN AREAS NOT HEATE.D OR COOLE:D BY MECHANICAL M!:ANS. STAIR NOTES WIDTH -STAIRWAYS SHALL BE 3'" IN WIDTH MIN. HANDRAILS MAY PROJECT INTO THE REQUIRED DISTANCE: :3--1/2'. STRINGERS AND OTHER PROJECTIONS MAY ENCROACH INTO THE REQUIRE:D WIDTH 1--1/2". RISE AND RUN -THE RISE OF STEP IN A STAIRWAY SHALL NOT Bl:: LESS THAN 4' NOR C.REATER THAN 8". THE RUN SHALL BE NOT LESS THAN ,. AS ME:ASURED HORIZONTALLY BETWE:E:N THE: VERTICAL FLANES OF THE FURTHERMOST PROJE:CTION OF ADJACE:NT TREADS. THE (,RE:ATEST RISE HEIGi-iT WITHIN ANY FLIC.HT OF STAIRS SHALL NOT EXCE:ED THE SMALLE:ST HE:IC.HT BY 3/8". WITH THE: E:XCEFTION OF CIRCULAR. SPIRAL. OR WINDING STAIRWAYS. LANDINC.S -E.VE:RY STAIRWAY SHALL HAVE A LANDINC. WITH A DIMENSION ME:ASURED IN THE: DIRE:CTION OF TRAVE:L NOT LESS THAN THE WIDTH OF THE STAIRWAY . HANDRAILS -STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE WITH THE EXCEPTION OF THE FOLLOWING, - I. STAIRWAYS LESS THAN 41" IN WIDTH OR STAIRWAYS SERVING ONE INDIVIDUAL DWELLINC. UNIT MAY HA VE: ONE HANDRAIL. 2. PRIVATE STAIRWAYS 30' OR LESS IN HE:IGHT MAY HAVE HANDRAILS ON ONE: SIDE ONLY. :3. STAIRWAYS HAVINC. LESS THAN 4 RISERS AND SERVINC. ONE INDIVIDUAL DWELLINC. UNIT IN C.ROUP R. DIVISION I OR SE:RVING GROUP M OCCUPANCIES NEED NOT HAVE HANDRAILS. THE TOP OF HANDRAILS SHALL BE PLACED BETWEEN 34" AND 38" ABOVE THE NOSINC. OF THE: TRE:ADS. THE:Y SHALL BE: CONTll'IUOUS FOR THE: FULL LENC. TH OF THE ST AIRS AND SHALL E:XTEND '" MIN. BEYOND THE TOP AND 130TTOM RISERS. WITH THE EXCEPTION OF PRIVATE STAIRWAYS. ENDS OF HANDRAILS SHALL RETURN OR TERMINATE. THE: HANDGRIF PORTION OF THE HANDRAIL SHALL NOT BE LESS THAN H/2" AND NOT MORE THAN 2" IN CROSS SECTIONAL DIME:NSION OR THE: SHAPE OF THE HANDRAIL SHALL PROVIDE EQUIVALENT GRIPF'INC. SURFACE. THE HANDRAIL SHALL HAVE: A SMOOTH SURFACE WITH NO SHARF' CORNE:R5. HANDRAILS PROJE:CTIN(, FROM THE WALL SHALL HAVE: A SPACE OF NOT LESS THAN H/2' BETWEEN THE WALL AND THE HANDRAIL. HEADROOM -EVE:RY STAIRWAY SHALL HAVE HEADROOM CLEARANCE: OF ,•-s• MIN. MEASURED VERTICALLY FROM A PL.ANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSINC.. RE:FE:R TO DETAILS 9, 10. II, 1, I 11/ A-8.0 FOR ADDITIONAL STAIR Ai'ID HANDRAIL lt,IFORMATION. --------- w > -o:::'. 0 <( w o:::'. o<t: - REVISi:JNS GAlsl i;<lAD FIRE FREVF..NTION REVl310NS ~-25-0B 0 "r" _J 0 w ~ Z > C'lsl w W<(m 0 0(0<( m 00 ~ 0 <( a::: 1---w "r" 0 <( IX'. a::~ <( U) 5 00 u 0 CJ Z2; _J LO OJ zw'° w i.O (I) ~ a, <( :5 c3 ~ N -1 U) z -w I-ll'.'. wo3 0 <( ~go co Su <(O ~ -,"<I"-<n....J ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P: 760--727-2544 F: 760--727-2588 www.alphastudio-design.com APRIL 25, 2008 FIRST FLOOR PLAN A-2.0 i 11 l I I I I Plot Date, Frid•~. April 25, 2006 ASDC. JOB NUMBER, 01-011 -----.._ 6&7' A-8.0 ~:· ·1· ,-------------1'-._ '' / ' r ------------------------1 LINE OF SALCONY RAILf,.c, ----,-•~• , 21'-8" h======ct========~j--=-=-=,-/ ' ! ___ _/ !BALCONY ' 0 I 3'-0" I 9'-!l" 4'-1[" 13'-4" ::)'-4" 3'-4·" --J!--, -~--_.:,:_-J++--_ ____.:__:: __ -,1,e. '---ti-'--'---+_ -:c=-1 ----'---t--1 --'I-. --rt,['- 1 • , I 0 -' -' <I( 3 '-----, L--------------------, I I I i-.: ' 0 I 0 @,AE~ 2)(8 EX"i.,., WALL C-------·1 ' , 2X8 EXT. -WALL 0 X w .,,, )( N I @ • RECREATION ' I I I ·---~.,,.,,,.__ _i -----------: "' ··-----------------~: §? ...- ' Ml I r , .- I "' ' ,,.. I ~- "' I "' 8'-8" 4'-0" 5'-&." '9'-5" T}.!'11-l--___:"---":__---4--:.......:,:__-fl-----=--=---+-----'--=---::::::----111'- 2X,; EXT. ' WALL. BEDROOr! , ® 0 =-----======----------------- HELF I POLE DBL. S i ~--l---+-+--+--+--+---+-DN ty ' I ' 2><• faXT. VJALl -------1--J 3'-0" 3'-9" 8'-2" 0 HALL 0 ' ' BAR SIN!< BATH LINEN s ¢ F' I TILE SHOWER UI/J SHATTERPROOF ENCLOSURE. BEDROOl"I ® I {' I, II ~ -1:, 14'-·IO" 12'-9" J -,i'-------~---j>----t--------t--I ,-------------------, I ' -J I l ____ ...., I C -< ' ,,. I ,- ' "' I N , "' I "' 6&7 A-8.0 UNDER COUNTER -REFRIC,ERA TOR , -30"XZ.O" MIN. ATTIC ACCESS , DOOR. -BALCONY ., \ \ I I \ / I • " LINE di:: BALCONY RAILll'~"t- ' \ ' \ ' \ I '·,,. ~· ,,'/ ' / ' / ' ' -------~- ' I I I I c--------7 I I I I ,-----~' L-----·•-, I I L __________ J L----------~ SECOND FLOOR PLAN Ac\ASDG ProJects\Act,ve ProJects\07-011 Boeke! Re0<dence\CAD\DCAD\Plan SCALE: 1/4"=1'-0" NOTES I. THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA 6UILDINC. STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED Al\!D ADOPTED SY THE CITY OF CARLSBAD. 2. ALL WALL FRAMINC, SHALL SE 2X1 STUDS AT I&" O.C. UNLESS NOTED OTHERWISE. :;_ HOSE 6165 AND LAWN SPRINKLER SYSTEMS SHALL HAVE APPROVED 6ACKFLOW PREVENTION DEVICES. "f. WATER HEATERS SHALL HAVE A MINIMUM OF TWO STRAPS TO RESIST HORIZONTAL DISPLACEMENT. PROVIDE A MINIMUM Or 3/4"X2'1 C.A. STRAPS W/ l/4"X3" LAC. BOLTS ATTACHED DIRECTLY INTO FRAMJNC:.. 5. FIREPLACl:.S WITH C.AS LOC:, LIC.HTERS ARE REQUIRE.• TO HAVE THE rLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES W/ LPG LOC:. LIC:.HTERS ARE TO HAVE NO 'PIT' OR 'SUMP' CONFIC.URATIONS. 4. DWELLINC.S ARE TO HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED PER NFPA 13-D STANDARDS. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE FIRE PROTECTION DISTRICT PRIOR TO FRAMING INSPECTION. 1. WATER CLOSETS SHALL HAVE 30" CLEAR WIDTH AND 2-1" CLEAR 1\11 FRONT PER U.B.C. SECTION 511A. 8. SLEEPINC. ROOM SILLS SHALL NOT BE OVE!s! H" ABOVE FINISHED FLOOR. ~-IN GARAGES, LAUNDRY ROOMS, WATER HEATER ROOMS, AND STORAGE ROOMS, 5/8" TYPI:. 'X' C. Yf'. BOARD SHALL BE USED ON ALL WALLS, BEAMS, AND COLUMNS USED TO SUPPORT FLOOR ABOVE. 5/8" TYPE 'X' GYP. BOARD SHALL SE APPLIED TO THE CEILING IN ORDER TO PROVIDE I-HOUR FIR!:. RESISTIVE PROTECTION. 10. ALL ANGLES SHALL SE "15 DEC.REES UNLESS NOTED OTHERWISE. II. ALL PLUMSIHC. WALLS SHALL BE 2x, STUDS UNLESS NOTED OTHERWISE. 12. FUEL COMBUSTION WATER HEATERS SHALL NOT BE INSTALLED IN BATH, BEDROOM, OR IN A CLOSET WHICH OPENS INTO A BATH OR BEDROOM. 14. 15. "· ALL WATER CLOSETS AND ASSOCIATED FLUSHOr!ETER VAL YES SHALL BE CERTIFIED AS USINC. NO MORE THAN '-' GALLONS PER FLUSH AND SHALL MEET THE PERFORMANCE STANDARDS ESTABLISHED BY THE ANSI A112.19.2. ALL URINALS AND ASSOCIATED FLUSHOMETER VALVES SHALL BE CERTIFIED AS USIHC. NO MORE THAN I C.ALLOH FER FLUSH AND SHALL MEET THE PERFORMANCE STANDARDS ESTABLISHED BY ANSI All2.19.2. ALL WATER Plf'INC. CONNECTIOt-lS TO USE LEAD FREE SOLDER. ALL SHOWERHEADS SHALL BE CERTIFIED AS HAVINC. A MAXIMUM FLOW RATE OF NO MORE THAN 2.15 GALLONS PER MINUTE. IN SHOWERS OR TUB/SHOWER COMBINATIONS, CONTROL VALVES MUST BE .PRESSURE BALANCED OR USE THERMOSTATIC MIXING VALVES. ALL LAVATORY AND SINK FAUCETS SHALL BE FITTED WITH A !'LOW RESTRICTING AERATOR WITH A CERTIFIED MAX FLOUJ RATE OF NO MORE THAN 2.15 GALLONS FER MINUTE. 11. PER UBC 1003.:0.3.9 ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED WITH I-HR. CONSTRUCTIOM ON ENCLOSED SIDE. 18. REFER TO •ET AIL 18/ A-8.0 FOR FURNACE REQUIRENEIITS. 19. RESIDENCE SHALL SE l"RE-FLUMSEO i=OR FUTURE SOLAR WATER HEATINC.. TWO 3/4" COPPER FIFES SHALL SE INSTALLED TO THE MOST CONVENIENT FUTURE SOLAR PANEL LOCATION. COPPER PIPES SHALL BE RUN FROM WATER HEATER LOCATION TO FUTURE SOLAR PANEL LOCATION. 20. ALL Fll"INC. FOR FUTURE: SOLAR WATER HEATING, SHALL BE INSULATED WHEN IN AREAS NOT HEATED OR COOLED BY MECHANICAL MEANS. STAIR NOTES WIDTH -STAIRWAYS SHALL BE 3,• IN WIDTH MIN. HANDRAILS MAY PROJECT INTO THE REQUIRED DISTANCE Z.-1/2'. STRINC,ERS AND OTHER PROJECTIONS MAY ENCROACH INTO THE REQUIRED WIDTH H/2". RISE AND RUN -THE RIS!: OF STEP IN A STAIRWAY SHALL NOT BE LESS THAN 4" NOR GREATER THAN 8". THE RUN SHALL BE NOT LESS THAN 9" AS ME:ASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FURTHERMOST PROJECTION OF ADJACENT TREADS. THE GREATEST RISE HEIGHT WITHIN ANY FLIC.HT OF ST AIRS SHALL NOT EXCEED THE: SMALLEST HEIGHT BY 3/8", WITH THE EXCEFTIOt-1 OF CIRCULAR, SPIRAL, OR WINDINC. STAIRWAYS. LANDINGS -EVERY STAIRWAY SHALL HAVE A LAMDIMC. IIJITH A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL NOT LESS THAN THE WIDTH OF THE STAIRWAY. HANDRAILS -STAIRWAYS SHALL HAVE: HANDRAILS ON cACH SIDE WITH THI: EXCEPTION OF THE FOLLOWINC., I. STAIRWAYS LESS THAN 41" IN WIDTH OR STAIRWAYS SERVINC. ONE INDIVIDUAL DWE:LLING UNIT MAY HAVE ONE HANDRAIL. 2. PRIVATE STAIRWAYS ~O" OR LESS IN HEIC.HT MAY HAVE HANDRAILS ON ONE SIDE ONLY. 3. STAIRWAYS HAVING LESS THAN 4 RISERS AND SERVINC. ONE INDIVIDUAL DWELLING UNIT IN GROUP R. DIVISION I OR SERVING C.ROUF' M OCCUPANCIES NEED NOT HAVE HANDRAILS. THE TOP OF HANDRAILS SHALL BE PLACE:• BETWEEN 34" AND '38" ABOVE THE NOSING OF THE TREADS. THEY SHALL BE CONTINUOUS FOR THE FULL LENG TH OF THE ST AIRS AND SHALL E:XTEND i• MIN. BEYOND THE TOP AND BOTTOM RISERS. WITH THE EXCEPTION OF PRIVATE STAIRWAYS. ENDS OF HANDRAILS SHALL RETURN OR TERMINATE. THE HAfllDGRIP PORTION OF THE HANDRAIL SHALL NOT 6E LESS THAN 1-1/2' AND NOT MORE THAN 2' IN CROSS SECTIONAL DIMENSION OR THE SHAPE OF THE HANDRAIL SHALL PROVIDE EQUIVALENT C,RIPPINC. SURFACE. THE HANDRAIL SHALL HAVE A SMOOTH SURFACE WITH NO SHARF CORNERS. HANDRAILS F'ROJECTINC, FROM THE WALL SHALL HAVE A SF'ACE: OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAIL. HEADROOM -EVERY STAIRWAY SHALL HAVE HEADROOM CLEARANCE OF ,•-a• MIN. MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSING. REFER TO DETAILS ~. 10, II. It I 11/ A-8.0 FOR ADDITIONAL STAIR AND HANDRAIL INFORMATION. --------·---P..EVISICNG ~k'~~t~~gi,['1rise REYl&IONS 'f-25-0B w > -er: 0 <( 0 a:::· w<( T'"" .J u_ 0 w Z> N ~ en w W<( 0 0 ID <( m -0 <( (I) I'-,.. w ._... oc 1--r,.... 0 <( !l:'. Lr'. (J) -::J <( 0 co oo;z; ..J l() co z LlJ U) WI.OU) ~a, <( ::i ~ ~N..J (J) z " w I-a:: wos 0 0 <C ~go <( 00 ro -' u "'"z 7 (0 _, ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P: 760-727-2544 F: 760-727-2588 www.alphastudio-design.com APRIL 25, 2008 SECOND FLOOR PLAN Plot Date, WO'dnesday, April 02, 2006 ASDC. JOB NUMBER, 01-011 R-30 ATTIC INSULATION PRE-FABRICATED TRUSSES REFER TO STRUCT. i I -~i·g;,~y~'F~·iiijs;,;i'-f~/~-:i.1:ibl''lgH~i0_if?;jj;.;,g.'/i~'Fiil,"-'•iJg(,;gY~C.~~~~~~"i/------S~E-:-C-:--:-:-:oN-=-D FLOOR FLA ~~o:E~;~~ $ $ SECOND FLOOR FINISH FLOOR R-13 INSULATION (TYF'. " EXT. WALLS) 1/8" STUCCO FINISH OVER 151+ BLDC.. F' AF'ER. !3EDROOM $ 8'-'" A.F.F. FIRST FLOOR PLATE HEIC.HT $ FINISH FLOOR +_FINISH SURFACE R-13 INSULATION ITYF'. ,. EXT. WALLS) SECTION A-A 15'-0" $ FLA Tl:. Hl:.IC.HT 1/8" STUCCO FINISH OVER~ 1511 BLDC.. PAPER. ~ R-13 INSULATION ITYP. " EXT. WALLS) 2X FRAMINC, PER - PLAN CTYF.l 4 DINING ROOM SECTION 8-8 A:\A5DG ProJects\Active ProJects\07-011 Boeke! Resrdence\CAO\DCAD\.Sectrons RECREATION T JI FLOOR FRAMING FER STRUCT. R-1:, INSULATION ITYF. " EXT. WALLS) _, .... ~·t ~,'•). >"'j . ,n,.•,'/." 2 12 2x CEILING FRAMING AT 24" 0.C. FAMILY ROOM R-30 ATTIC INSULATION HALL KITCHEN 2X ROOF FRAMINC, F'ER STRUCT. KITCHEN 2X ROOF FRAMING F'ER FLAN. R-:00 ATTIC INSULATION MASTER BEDROOM PRE-FABRICATED TRUSSES REFER TO STRUCT. R-30 ATTIC INSULATION R-13 INSULATION ITYP. " EXT. WALLS) 1/8" STUCCO FINISH OVER 1511 BLDC.. FAFER. ,,__~ 2X FRAMINC, F'ER PLAN ITYF.l / ___ _/· SCALE: 1/4"=1'-0" 10'-0" A.F.F. Te Hele.HT+ FINISH FLOOR + FINISH SURFACE;.$ 10'-0" A.F.F. FIRST FLOOR PLATE HEIC.HT NOOK R-13 INSULATION !TYP. " EXT. WALLS) 1/ 1/8" STUCCO FINISH OVER 15~ BLDC.. PAPER. FINISH FLOOR ,j., 2X FRAMINC. PER ----,~-ill /,--------------'-----'---=-=-::...:.c-i:'f'~ PLAN CTYP.l ~ / gJ FINISH SURFACE+ SCALE: 1 /4"=1 '-0" Rl::.VI$IONS w > -0::: 0 <( 0 wo::: ...-...J t) <( 0 w -~ Z> N m w W<( 0 0 tO <( o::l -u <( (f) r--,.. w T'"" -a::: I- t-,... 0 <( Cl'.'. 0::: i <( (I) 6 00 0 u;z .J LO CD z w IQ W LO Cl) ',,:'. 0) <( <( <( ~N_! ...JU (/) z -w 1--a::: wo3 0 0 <( 2 g 0 <( 0~ 00 --' 0 7 ;oz :J ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 9-2081 P: 760-727-2544 F: 760-727-2588 www.alphastudio-design.com APRIL 3, 2008 SECTIONS A-5m0 I Flot Dote, w .. dn,.edoy, April 02, 2008 ASDC. JOl:I NUMBER, Oi-011 PRE-FABRICATED TRUSSES /R-30 ATTIC INSULATION ("''"" TO STRUCT. I . I I i I ' ?~-0. ~, r~~ , .. ,_ ..... j ---··r(<" ··• ,:,-,··-• ··:1·y .• ,.,. ·· •··,·~-"" ·-•,y·•··"••,-·,·· ~ ·,--y 1-v ¥.TV!{ ii' "/;/fl-/ 1 I''.'//;·,_,,\-, \.V·h <.V ,:'./' lTA'f.. -~rx,,, {[[ft_, X/f.l 0/',/T/X. ::u }!J.:/'\"J.' ,;,,;::11,p;;c~-/;fy\'(il\,\)',,\",·~ '· 5 //{/i//•.i/ ;s,:v.mt"·'. IXAy),X/0 i/[tll.fl/'y\rr'r,\'l,x "/NlPf.S '!hV/) "' . + SECOND FLOOR FINISH FLOOR PRE-FABRICATED TRUSSES~ REFER TO STRUCT. - I '-SEC.MENTED C.AR REFER TO SCHED AC.E DOOR~ ULES. • r-... ~ R-13 iTYP. GARAGE 19 {1-8.0 - 2X FRAMINC. FER PLAN CTYP .l "· "" '"-- INSULATION ~ EXT. WALLS) SECTION C-C A:\ASDG Pr0Jects\Act1ve ProJects\07-011 Boeke! Resrdence\CAO\DCAD\Sect1ons , .. ~ >' ~ fB ,--.,., ~ ,: , , ·- ' , . ---------------------------- . ~I BEDROOM BATH RECREATION • • • 0 I {<\ ,J\ ' -. FRAMINC,J -a . ""· T JI FLOOR , ~) PER STRUCT. ,., :ix FRAMING, PER ~~ 1 ~ 1/8" STUCCO FINISH PLAN CTYP.l i.?~ :--,;: :~,i IS!! BLOC.. PAPER. LIVING ,_., FAMILY ROOM ~; r~: R-13 INSULATION p 1:1:; !TYP. " EXT. WALLS) ?B , 1f:! c, _L;'\ ¢.'.J v d "" I;§ SECOND FLOOR e·-o· A.F.F. + PLATE HEIC.HT II 10'-0" A.F.F. $ FIRST FLOOR PLATE HEIC.HT OVER FINISH FLOOR$ -~- / , FINISH SURFACE SCALE: 1/4"=1'sQ" R_EVISIONS ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P: 760-727-2544 F: 760-727-2588 www.alphastudio-design.com APRIL 3, 2008 SECTIONS A-5.1 ------ i • ' ' )' C ll ] I I ! I J, F'INISH FLOOR Tse.cOND FLOOR "- a·-, .. A.F .F. + FLA TE HEIGHT ,1>,SDC. JOB NUMBER, 01-011 Fl Fl I I I ' ' , .. ·: ~ ~~ --0 0 . 0 0 n n n ,~ 10'-0" , - ~ ~~ ~ :--.. ' , I, I, I . I u Ii J L LI bl bl bl - ., ' ' 12 '- n 000 ~ . . . . 30'-0" ABOVE FIN. C.RADE $ HE.IC.HT LIMIT _r@ (1', ~I~ TWO PIECE CLAY TILE ROOFING MANUFACTURED BY US TILE "RUSTIC MADERA BLEND"_ OVER '1011 UNDERLA YMENT ICBOII ER-352:,. CLASS A ROOF. (TYi".) / ' I \ I ,,. -. I I ooo ~ I~ n n 1r -..._ n , ,-, cfoo fl -t ' ~.. --•· ·-·· .... -. . . . --=:.:::::- 15'-0" A.F.F. ,.h _____ P_L_A_T_E_H_E--IC._H_T-fl'fil- /'I"¾ , ; c--.. 2X8 WOOD FASCIA STAIN TO MATCH • :-,_?"<¼-" OL YMl"IC STAIN !1709. fTYl"J ,--~____,--~----' ~5 _:.,.. -----~ ~ 0 D I ~ -.... / 0 \ L~~;:;;-~~~~1 00,' · ~~\ \A-8.q} '-~ , -----..___--,..7L;___ __ ___:::::::::::::__ ______ ~IO~'=O~~"~A~-~F.~F~-J,fli_ · A-6.0 TYP. , _ ,-i , : PLATE HEIGHT'f , I ' I , __ .,, . ALL EXPOSED FOUNDATION cu1l Lill 1111 llb I afI]TID I 11 l7b 1111111111111 I ITT I .. [[IlID 111 11111 - I I i I n= + Q ffi / 1/8" STUCCO OVER WIRE LATH ON 1511 BUILDING FAl"ER. COLOR SHALL BE EXPO "SAND DOLLAR", 11442. (TYPJ TO BE PARC.ED. USE STUCCO COLOR COAT TO MATCH. fTYP.l ' c--. es i ITT I 111111 I Tl : [[J]JID 111 I I Tii . 1 i I, -I --I II ' ,' / ' + . .,, Ir . es kb> " /c+ ,/ #,._' .-' _4-flNISH SURl0 ACE I ,-ill 11111111 11111 Lili x ill-rrm 1 11 11 Lllil x,, . ~ ._-_-: . -~-FINISH FLOOR , _::__=-=-==f4 t=±=:!:J,,,t;:\~~~~~~~~~lc=~~~~~-•-~S~T~E~E~L~G~A~R~A~C,~E~D=O=O=RS~WITH~:i;:;;!:;;;;;t::j;;t:=:~:::l===::t~:::=:::::===t:====:'.::=·=' ::::·~·-·=···1:: ==-==--===-=-=====---·-/ __ F_IN_IS_H_SU_R_F_A_C_E_,_,,... =!<Ii METAL STUCCO SCREED MIN. 4" LAMINATE WOOD FINISH. 8 /i. I . .· ,• r: -•••• I ,,, I ' '' : "' . -· I .. " •!, •• ·•-, ,, " ' _,h_l0'-0" A.l'.F. 'f' PLATE HEIGHT +FINISH FLOOR ~-~- • FINISH SURFACE >,J ABOVE FINISH SURFACE. fTYl".l -z 03 Cl::RAMIC TILE ACCENT STRIFS. MATCH TILE SURl'sOUND AT WINDOW. !rl<C !Jllil{ 11.0 Cl"/ll WAI.I. WITH 1/!i" STUCCO FINISH. - WEST ELEVATION TWO Pli!CE: CLAY TILE ROOFING MANUFACTURED BY US TILE "RUSTIC MADERA BLEND". OVER '!OJI UNDERLAYMENT ICBO!I ER-3523. CLASS A ROOF. <TYP.l 1;7 l'I 1/2" DIA. DECORATIVE /-WELOED IRON 6ALUSTER. t--'-""'~~ 0 0 · A-8.0 .., - SCALE: 1/4"=1'-0" 30'-0" /4,BOVE FIN. GRADE $ HEIC.HT LIMIT 12 I 4 h -f Fl n I , 11-,.,.. r=I \1 ]I r/ 'I 1,r--------1------c,,.d'?~~..-ef n J c:---,'' o,o. ' : \ . -. I,--.,_ 1--+---------------,--J , I • I ' !l'-0" SECOND FLOOR PLATE HEIGHT+ -n .....-,-r--, n 11 n 'f " ·~ :1 n n n 1: rr-..... I ' ' · 11nn·_ I 11 I ' I / ,rs'\ ·~ - --~- i , ' ' , I : ' 1 I LJI . ., I , I ~----~ I , .. DD i I " ' ' ' I // I _____ _,, FINISH FLOOR $ SECOND FLOOR PLATE HE:IGHT 1/8" STUCCO OVER WIRE LATH ON 15# <s--· ---+-~ BUILDING PAPER. COLOR SHALL BE EXPO I "SAND DOLLAR". ti44:l. (TYi".) ' ' / FINISH FLOOR $ , ' -=--1 r·==-I ... • .. -• . ~ .• ~-----------~ .· · .. -,/ -,, ' ' ' ' ,'' "-------1-------\c-"'~• .-'-c-, c.:.c'·--~~----''r"""-~~1r----+---+---+--+-'-- ; ._ ., I I .... _.·_.,'· ---I ' ' " -·•-=-=-~---~~-----.,,...~==----~--------------- \ALL EXPOSED FOLINDA,TION 14 \_ r -)-~~----- TO BE PARC.ED, USE STUCCO METAL STUCCO SCREED MIN. 4" COLOR COAT TO MATCH. ITYP.l I A-8.0 t,e,OVE FINISH SURFACE. (TYl".l EAST ELEVATION -' . -"' >,J u~ 3 ii! s( Will !LO COCNRETE BENCH WITH CERAMIC ULE TOP. SCALE i/4"=1'-0" FINISH SURFACE$ A:\ASDG Pr0Jects\Act1ve ProJects\07-011 Boekel Res1dence\CAD\DCP..D\EW_Elevatrons ----------------- I. PROJECTIONS SUCH AS DECKS, CARPORTS, BALCONIES, PATIO COVERS, ETC, SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION, FIRE RETARDANT TREATED WOOD, HEAVY TIMBER CONSTRUCTION, OR I-HOUR CONSTRUCTION. 2. GUTTERS AND DOWNSPOUTS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL AND DESIGNED TO REDUCE ACCUMULATION OF LEAF LITTER AND DEBRIS. :,. EXTERIOR DOORS SHALL SE APPROVED IGNITION RESISTANT CONSTRUCTION, SOLID-CORE WOOD NOT LESS 1-3/-!" THICK OR HAYE A FIRE PROTECTION RATING OF NOT LESS THAN 20 MIN. 4-ALL WINDOWS AND GLASS DOORS SHALL 6E DUAL GLAZED (MUL Tl-LAYERED> WOOD W/ ALUMINUM CLADDINC.. 5. PAFER FACED INSULATION 15 NOT PERMITTED IN ATTIC OR OTHER VENTILATED SPACES. ,. ALL VENTS (ROOF, FOUNDATION, COl"f6USTION AIR, ETC.) MUST BE LOUVERED WITH 1/4" NON-COMElUSTIElLE, CORROSION RESISTANT METAL MESH. TURBINE VENTS SHALL TURN IN ONE DIRECTION ONLY. 1. COMBUSTIBLE EAVes. SOFFITS, AND FASCIAS SHALL SE CONSTRUCTED PER SAN DIEGO COUNTY DEPARTMENT OF PLANNING AND LAND use DOCUMENT ~198. 8. ALL EAVE ENDS SHALL BE FIRE STOl"PeD WITH GROUTED BIRDSTOl"S TO PRECLUDE ENTRY OF FLAMES OR EMBERS. 9. THE FIRST FIVE FEET OF FENCES AND OTHE:R ITeMs ATTACHED TO A STRUCTURE: SHALL BE CONSTRUCTE:D OF NON-COMBUSTIBLE MATERIAL OR MEET THE SAME FIRE RESISTIVE STANDARDS AS THE EXTERIOR WALLS OF THE STRUCTURE, ' :~: ACCENT AT EA VE 3" DIA. X 1-1/2' DE:EP ACC!:.NT. PAINT TO MATCH FASCIA. FOR ITEMS NOT NOTED REFER TO DETAIL 2/A-8.0. EF-012 1-1/2"=1'-0" 1 ?---t-cc+-------"'REFABRICATED C.A6LE END TRUSS (BEYOND) _,,--IX BACKER ------'"x2"xl-l/2" D!:.EP REVEAL. FAINT TO MATCH FASCIA. _,,----EXTERIOR STUCCO PE:R ELEVATIONS. ACCENT AT GABLE END EF-013 2 w > -0::: 0 <( wo::: () <( -Z> W<( 0 (0 -U) I',. w ,:- I'-,,. R::CVISIONS CARL::it-;AD l"IRe FREVENTIOU REVISIONS "'-25--08 0 ...-_J 0 w ~ N 0) w 0 <( ca 0 <( O'.'. f-- 0 <( 0::: 0:::: I <( (J) 6 00 oui ....J LO 00 z w I,() LI.I LO U) '.le: cr, <( <( <( ~ N ....J -' u Cl) z -w I-fl:'. LI.I o::j 0 0 <( ~go <(O() m .,J o "S!'z •<D-' ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P• 760-727-2544 F• 760-727-2588 www.alphastudio-design.com APRIL 25, 2008 EXTERIOR ELEVATIONS A-6.0 Plot Date: Wednesday, April 02, 2008 ASDG JOB NUMBER, 01-011 " z i5 <( (I,'. " . z (I,'. <( Ul ..J IL IL -~, \I I \I / fl M r'J 11 I I I __..-rr n n tr 11 \ ·. . 01 . . § , '. • . . .. _g I . ' .. . I I . . . . ' § . , . . '.-. ' ·-~ ------/ I I nn I I I I I ---- 12 4 r--= • - :-, ... . .. . . . , -· ·-·. ~ . • . . -~ ..... '--: . ' I I I I ,, Ir " - '' I .. .. -,. .. 30'-0" ABOVE FIN. C.RADE f HEIGHT LIMIT ~-2XB WOOD t=ASCIA STAIN TO MATCH OLYMPIC STAIN tt70B. /TYPJ TWO PIECE CLAY TILE ROOFING MANUFACTURED BY US TILE "RUSTIC MADERA BLEND". OVER '/0# UNOERLAYMl::NT ICBO!i: ER-3523. CLASS A ROOF. fTYP.l ! ' ··-: "= FINISH FLOOR+ . ~-. . ........ _ .. · ....... ; · •. · ... · . . .. ·. -./' . ' •' .-. ' ,· -· \ ' . ~·~· ·..:.··'..:.'·..:.:·,-'-'·_.-'-------+------.----------+-----f·:·_,.~·:~.·...:·...:...:··~··._·'_· ...:...:~·-· ~-----------1;1----~--'--"~~""·'"", '~····t--,'----~·~·~··...:·'~·~_.~•·T_--i ---_-_-_-___ _/ _________ F_IN_I_S_H_SU_R~F_A_C_E--14:0-\. . ._:' ·: .. · ALL 1::XPOSED FOUNDATION _/ TO BE PARC.ED. USE STUCCO COLOR COAT TO MATCH. /TYP.l SOUTH ELEVATION . I Ii METAL STUCCO SCREl::D MIN. 'I" ;~BOVE t=INISH SURFACE. ITYP .) ACCESS DOOR WITH LOUVERS TOP AND BOTTOM. '1/!l" STUCCO OVER WIRE LATH ON 1511 BUILDINC, PAPER. COLOR SHALL BE EXPO "SAND DOLLAR", #442. fTYF.l SCALE: 1/4"=1'-0" ------------------------ HEIC.HT LIMIT 30'-0" ABOVE FIN. C.RADE 4 71 ' . .. •. . , .... -~ .. i I • . •. : :· " C'lb, n •~ !'I I"/ \"I 17 ,/5E.COND FLOOR ,/ lrjj:jj:j;t!t:lJ:!J:jj::!t:jj::!J:ttlt;tl;t]:t(;:j!:jj:t:tt:lJ:!t:tJ::Jt:jj::jj:tt:lJ:[!;jj:f"~, . W ___________________ J _________________________________________ • _____ • -r-------------- lHJ-lJ-,l,HJ,ilH,r{HJ,-!J.-.IJHHIH.rH--!HJHHHI-IHJr--!HJ-1/rlHI-IH,i(,--lf · · · · .'·:. ,,; .. .. . . ',. :· .. ,, . ·, .... '· ·' .. •· .• -~:: .. ; .. -. .. · ·, ' . . . :· ' . . . :-. .. ,. .. .. . ' •. . ., ,· .... •' --.... "· .... METAL STUCCO SCREED MIN. 4" J ABOVE FINISH SURFACE. (TYP.l NORTH ELEVATION D I I D D . . ·. • .. . . I .. . "-.: ', -'· .-,-·. '. ,, ... • . ""'· I~-. "--: 'D~ .. _ · FINISH FLOOR + SECOND FLOOR ; . •, . ·. · .. \ ..... ·._. ....•. ' _:: ' . .. ·-·· ;•·, I \ v,• STOCCO OYER "RE CA <H o, '" \_ BUILDINC. PAPER. COLOR SHALL BE EXPO "SAND DOLLAR", iM42. <TYP.l D I I --( 14 \ ~ 8'-0" A.F.F. f PLATE HEIC.HT ,. I ~-2XB WOOD FASCIA STAIN TO MATCH OLYMPIC STAIN inoe. (TYF.l I TWO PIECE CLAY TILE ROOFINC. MANUFACTURED BY US TILE "RUSTIC MADERA BLEND". OVER 4011 UNDERLAYMENT ICl:30# ER-3523. CLASS A ROOf= . (TYP.l 17 D I " II n n 11 n 11_1~ . '. j•. .. .. _, .' . -· . I \_ ALL EXPOSED FOUNDATION TO BE PARC.ED. USE STUCCO COLOR COAT TO MATCH. fTYP.l SCALE: 1 /4"=1 '-0" 8'-'" A.F.F. + PLATE HEIC,HT FINISH FLOOF<!+ FINISH SURFACE 4 A\ASDG Pr0Jects\Act1ve ProJects\07-011 Boeke[ Res1dence\CAD\DCAD\NS_Elevat1ons NOTES I. 2. PROJECTIONS SUCH AS DECKS, CARPORTS, BALCONIES, PATIO COVERS, ETC. SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION. FIRE RETARDANT TREATED WOOD, HEAVY TIMBER CONSTRUCTION, OR I-HOUR CONSTRUCTION. C,UTTERS AND DOWNSPOUTS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL AND DESIC.NED TO REDUCE. ACCUMULATION OF LEAF LITTER AND DEBRIS. 3. EXTE.RIOR DOORS SHALL BE AFPROVE.D IC,NITION RE.SISTANT CONSTRUCTION, SOLID-CORE. WOOD NOT Less 1-3/'f" THICK OR HAVE A f=IRE PROTECTION RATINC. OF NOT LESS THAN 20 MIN. 4. ALL WINDOW$ AND C.LASS DOORS SHALL BE DUAL C.LAZED /MUL Tl-LA YE RED) WOOD. i,.,f AwM. CLAw.o.x, _ 5. PAPER FACED INSULATION IS NOT PERMITTED IN ATTIC OR OTHER VENTILATED SPACES. &. ALL VENTS (ROOF, FOUNDATION, COMBUSTION AIR, ETC.l MUST BE LOUVERED WITH 1/4" NON-COMBUSTIBLE, CORROSION RESISTANT METAL MESH. TURBINE VENTS SHALL TURN IN ONE DIRECTION ONLY. 1. COMBUSTIBLE EAVES, SOt=FITS. AND FASCIAS SHALL SE CONSTRUCTED FER SAN DIEC.O COUNTY DEPARTMENT Or PLANNINC, AND LAND USE DOCUMENT lll'lB. 8. ALL EAVE ENDS SHALL BE FIRE STOPPED WITH "W"n1!'L ~.me;c,,. BIRDSTOFS TO PRECLUDE ENTRY OF F'LAMES OR EMBERS. 9. THE FIRST FIVE FEET OF FENCES AND OTHER ITEMS ATTACHED TO A STRUCTURE SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL OR MEET THE SAME FIRE RESISTIVE STANDARDS AS THE EXTERIOR WALLS OF THE STRUCTURE. REVISIONS UJ > -or:: 0 <( 0 UJ 0:::: u<C ~ ....i 0 LU -~ Z>N w W<(m 0 Dco<C en ci)i'-0 <( w ~ -ct: I- I'--0 <( 0::: oc I <( (I) 6 00 ou~ _J LO CO Z LU l(l W LO U) :.'. 0) <( <( <( ~ N ....J ...Ju (I) z -w I--et:: wo3 OQ<C ~Oo ...Ju ID _J U <( 0 z 7 ~ :::; ALPHASTUDIO Design Group 1485 Poinsettia Ave. Suite 112 Vista, Ca 92081 P: 760-727-2544 F: 760-727-2588 www.alphastudio-design.com APRIL 3, 2008 EXTERIOR ELEVATIONS A-6.1 - I 10' MIN. -i<-----1--------------,i''--- 01 C C V -- ' 0 ' l3 OFFICE. u <!> BATH FAMILY ROOM 8LAUNDRY ON '-----1-+,H-f-f--1-+uP LIVIN~ ROOM A 2-CAR GARAGE ./ .... " -,,-1) • A 0 ' NOOK • KITCHEN \ 10' AVIARA DRIVE DIN!N.C. ~~ - C MASTER BEDROOM 11A5TER CLOSET F - I I • • • • / /I I ~ i Q ili ~ w & ~ ~ scale: 1"=10' -0" CONSTRUCTION KEYNOTES KEYNOTE DESCRIPTION FAYIN(;; -"NFE 13 INTERLOCKIN(;; FAYER& CONCRETE FAYING, -"NFE C GARDEN FAVER -2'x3' FANEL REMARKS DETAIL COLOR, CREAM/CI-IARCOAL/6ROUN -ANGELE513LOCK -'CASTLE C066LE I" TUM6LED FINISH COLOR, CREAM/CI-IARCOAL - AN(;;ELES 6LOCK -'CASTLE coeeLE II' TUM6LED FINISH COLOR, BRICKFORM ~@I@ r6MOKEY 6EIGEJ FINISH, MEDIUM BROOM ~ CONCRETE FAYING -TYFE D ~ CONCRETE FAD COLOR, 6RICl<FORM ~@I@ /SMOKEY 6EIGEJ <§> <§> <§> <§> <§> 0 0 0 FAYING • "NFE 'A' INTERLOCKIN(;; FAVER& WIFLANTED GROUND COVER JolNTS CONCRETE HEADER PG FEDESTRIAN TRAIL CMU 13LOCK < FLA& TER WALL CHU 13LOCK COLUMNS CMU 13LOCK 5EATWALL CIF CAF AND STONE VENEER FINIS!+. MEDIUM 13ROOM COLOR, CREAMICI-IARCOAL ANGELES 6LOCK -'CASTLE COB13LE II' TUM13LED FINISH COLOR, 6RICl<FORM ~@I@ !5MOKEY 6EIGE! FINISH, MEDIUM 13ROOM 3/6' MINUS DECOHFOSED GRANITE FINES -TAN COLOR LOW GARDEN/COURT1' ARD WALL FLASTER FINISH l COLOR TO MATCI-I ARCI-IITECTURE WALL COLUMNS • 4Z II MA><'. I-\ r · FLASTER FINl51--1 • COLOR TO MATCH ARCHITECTURE NATURAL GREY CONCRETE CAF STONE VENEER, ELDORADO STONE · FATTERN, 'SANTA !3AR6ARA ASHLAR' BOULDER GROUFNG FIELD SELECTED - VARIOUS DIAMETERS 12' TO 3-1/2' COLORS, TAN· 6Ul'f -RUSSET -6LUE-GRAY ROCK C0136LE 5TREAM6ED DRY -CREEK SWALE FIELD SELECTED RIVER C0136LE • o/JPims 1~_-313m'iei•RU5SET -6LUE-GRAY ~ WOOD FENCE AND GATE ,i,• FENCE AND GA TE TO SIDE YARD <E> 0 <v <v 0 0 <Jp OF1NAMENT AL IRON GATE 42' ENTRY GATE TO COURTYARD ORNAMENTAL ~ GATE 6' FENCE AND GATE WDOP TO SIDE YARD 130ULDER I RIVER C01313LE FOUNTAIN 130ULDER WATER FEATURE 13A51N AND WIER 130ULDER EDGED POND WATER FEATURE 13LANK BLANK DRILLED 130ULDER WITH 13ll1313LER FOUNTAIN JET AND WATER RETURN WATER FEATURE &TART FOR 'WET' -ROCK C066LE STREAM AND FOND WATER FEATURE END -FOND 6A51N • 18' MAX DEPTH EFDM FOND LINER BLANK 13LANI( LAYOUT 6YM60L KEY 5YM60L Foe 0 0 G 0 G 0 0 0 0 8 DESCRIPTION FOINT OF BEGINNING FACE OF VERTICAL CUR6 CENTERLINE RADIUS CURVE CENTER POINT CURVE RADIAL LINE ALIGN ELEMENTS ALIGN FAYING W/ EDGE OF WALL ALIGN FAYIN(;; FERFENDICULAR TO BUILDING WALL ALIGN WALK TO CENTERLINE CENTER PATHWAY AT &ATE WALK RADIU5 TO MEET 51DEWALK TYPICAL EA. 51DE HEIGHT 5ET6ACK LINE FER CClR'S EARTHEN LAND5CAFE MOUND MAX HEIGH 26' A60vE SURROUNDING GRADE 13LANK ~ Q Ee z ~ ii: i Q Gi a:: Q) 0 C (l) +-><C "O .so ....... en 0 - (]) a.. '"C ct$ ea cc "-.c ~.!!:! ........ ·-i-, C (D ~~ 0 ~ ·-..µ © \) :) 0 L 4-l, ca 'II) C 0 \) (\) Q_ l!J \) 'll) \) C l!J - d) dJ 0 ~ z ~ w l1:! :~ 1i &l if !;: ~ :c 0 0 0 L-1.0 10"x4'Xlb' SOLID TOP CAP LAID PERP. TO WALL COURSE B"x8'xlb' CHU BLOCK .,y 8' TYPE, PRECISION BLOCK I COLOR, NATURAL GRAY NOTES· 1-V _,.,------#4 REBAR CONT. -W/18' MIN. LAP SPLICE STUCCO COAT SI-IALL BE ~ BOND BEAM UNIT <TYP. OF 2) FINE TO MEDIUM PLASTER SAND LU--~,,,.--//4' STUCCO 13ROWN COAT FIN!St-1. SUBMIT COLOR SAMPLES AND !:>IB' PLASTER COLOR COAT ~&~_a.~5'[f~i~AL. ;R COLOR AND TEXTURE TO MATCt-l ARCt-llTECTURE ~-34 REBAR 32' O.C. -SOLID GROUT CELL ALTERNATE BENDS IN FOOTING MINIMUM LAP SPLICE 20' ..,...__..,,,... _____ ~.......,-=;1ILUU-A -<:=.:i:z'FINl~H GRADE ~-::1:: . .-lll1T--1 I ~r "" • , • -CONCRETE FOOTING -!:,vi SACK MIX ,l 3 , ·. =111= ~ ~ #4 REBAR CONT. ... n1---J ~-#4 REBAR 32' O.C. ,l<---18" CD MASONRY BLOC.K Y'!ALL SCAI.E: 1/2"=1'-011 _....---8'x4"Xlb" SOLID TOP CAP NOTES, STUCCO COAT SI-IALL BE -FINE TO MEDIUM PLASTER SAND ,l) FINISI-I. SUBMIT COLOR SAMPLES FOR OWNER APPROVAL. COLOR, ADOBE TAN -8' "-~- LAID PERP. TO WALL COURSE ~-#4 REl3AR CONT. -W/18" i"IIN. LAP SPLICE -----130ND BEAM UNIT <TYP. OF 3) _.,.,--B'xb'xlb" CHU BLOCK TYPE: SLUMP FINISI-I COLOR: ADOBE TAN ICTi-----:::~-!:,/8' STUCCO COLOR COAT TROWEL FINISI-I TO OBSCU!<E vERTICAL GROUT JOINTS WALL CAP TO REMAIN ~ REBAR 32" O.C. -SOLID GROUT CELL NATURAL SLUMP BLOCK FINISI-I ALTERNATE BENDS IN FOOTING WALL CAP NOT TO RECEIYE MINIMUM LAP SPLICE 20' STUCCO PLASTER. ,,,___,,...,__4-.........,-:-,-d_H']IA --<::i:z'FINl~l-1 GRADE f 111--,l)-~ • -11__:ill )<L c: £'l ·• ·; ·. , . -~CONCRETE FOOTING -!:>½ SACK MIX I ,l 3 " .. =I Ii=. " #!:, REBAR CONT. I --2~-1-·-J ~~ REl3AR 32" O.C. ~ ri\J .__M:....::Af;O-=;.:..:NR:...:.Y:.-.=13L=· O:...:::C,;.:..:K~V'IAL-=-=L=--------------- \::_) SCALE: 1/2°=1'-0" ::::;;;;;;;;;;;:;;;;;;;;;;;;:i:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~=----2' x b' CAP ROIJGl.i CUT Cl:DAR 11----~---===---2' x 4' CEDAR NAILING; RAIL +--1--l--+-+-----+-----4' x b' F05T RQI.IG,H CUT CE CPRE55URE TREATED!!>' ~ 2' x 3' CEDAR SU ORT ElEAM ammtai '-••·· TOP OF UJAL 112' CLEARANCE! "<--~:;;;;;;;;;;'.I ~;;;;;;;:==~~-::_ _,.--5UOORADE r K -FENCE 9 .,.---CONCRETE FOOTING. APPLY DUNN EDWARD5 OKON STAIN OKIW (OR APPROVED EQUIVALENT! FER MANUFACTURER'S SPECIFICATION&! lL-J,. __J SCALE:: 1/2"=1'-0" 1c--~.,,,.-=-=~==:;;~~7,7r?.~fl:~======~= MASONRY SCREEN WALL OR EXTERIOR WALL . / / ......._ EXTERIOR DOOR -ALLUMINUM FRAME ·~ II., ,, kD' 1" IJJOOD VENEER OR SOLID WOOD CORE -------l " lf'~ 1 ,~~\~· ~-~¼~~~-r-'SPEAK-EASY' WINDOW W/ Y'{ ORNAMENT AL IRON SCROLL WORK ,!l \,,JP / -, -~ '/ \ .· .. . DECORATIVE 'OLD-WORLD' . • ': ' -"ls.-1-· +. • • ') '; ~·~-il!i~~!]~~:LL ,\ . . . ·• ~ FINISµ GRADE . . . ~\~-:\ .:: 7 . ' .": . ~ . /. J 4' CLR. OPENING J 11\L i--::6;.!...lA~RD=E:l..l:.N..::6~Ac.!,.!:TE,:__ _____________ _ \-:::.) !ICIIU:: 1/2"=1'-0" ,,.-----PLANT ABLE SOIL JOINT ~--24'x3b" CAST-IN-PLACE CONCRETE PAVER ~--D.G. PAVING ~--COMPACTED NATIYE SUBBASE ®i-=-C.O.;:;;.,;N-=C....;:..RE=-T-=E;;....;6~A..;;.,,RD='EN...;;....P;..,;.A-'-'YE~R __________ _ 8CAU:: 1-1/2"=1'-0" 2'-S' DIAMETER BOULDER LOCATION IN FIELD PER LANDSCAPE ARCf-llTECT. ~13UR'( 1/4 TO 1/3 OF BASE OF ROCI( '30% COMPACTED SUBGRADE ®1--'-eo_U_.;..L_D,;_;E~_·· ..;._6 ...... UR_IA_L _____________ _ SCALE: NTS -----GATE HARDWARE 4 LATCI-I ~::='.'.~;;;:,___--~~-=-----11/2" STEEL TUBE DECORATIVE CAP .,.---!:>/8" STEEL TUBE 4'-0" CLR. ' 000000000 ·~· -~ . . ·••. . .. . @ENTRY GATE COMPRESSION FITTING --~ AND BUBBLER DIRECT FLOW OVER THE BASIN AND DOWN FRONT FACING SIDE OF BOULDER - PROPER BOULDER SELCTION AND PLACEMENT 15 CRITICAL ENTRY WALK . ' 8" PICKET (TYP) .,.---112' ORNAMENT AL IRON SCROLL WORK-(TYP.J .,.---I 1/2' STEEL TUBE 1-!INGE FRAME 2' STEEL TU13E 1-!INGE POST CONCRETE FOOTING FINISt-l SURFACE NOTE: CONTRACTOR SHALL SUBMIT 51-!0P DRAWINGS FOR REVIEW AND OWNER APPROVAL PRIOR TO FA,BRICATION SC.AI..E:: 1/2"=1'-0" _...---2'x3' DIA 130ULDER WITH PRE-DRILLED I" CI-IANNEL FOR TUBING ~-RIGID PLASTIC DRAIN GRATE 8XBXlb CHU BLOCKS ON ALL SIDES OF BASIN. PROVIDE OPENING FOR WATER SUPPLY 1-!0SE THROUGH BLOCK 3"-b" DIA. RlvER ROCK COBBLE 8-10" DEPTH AROUND BOULDER AND BASIN HEAVY DUTY PLASTIC STORAGE BIN FOR BASIN. ® BOULDER FOUNTAIN H ---------SC:ALE: B/4"=1'-0" NOTI:S, PAYERS ANGELES BLOCK OR EQ. PAVER: ANGELES ESTATE COBBLE II COLOR: MIXTURE OF LIGHT BUFF/C.HARc.OAL/BROl-"lN SUBMIT PAVER DESIGN AND COLOR SAMPLES PROVIDE A 4'x4' MOC.KIJP ON SITE FOR Ol'INER REVIEVi AND APPROVAL -N N SAND LEVELING COURSE - CONCRETE SAND-CONFORM TO ASTM C.-55 INTERLOCKING PAVER -SEE NOTE METAL EDGE RESTRAINT PER MANUFACTURER GUIDLINE5. AS BID ALT. PLACE SOLDER COURSE FAVER IN 5" C.ONC.RETI: SETTING BED ~-FINISH GRADE I" LOV'lER THAN PAVER SURFACE '----COMPACTED C.MB SUOOASE '----COMPACTED SUBGRADE PER SOIL ENGINEER SPEC.lf!C.ATIONS 0 INTERLOCKING PAVERS A i----------8CALE: l"=l'-0" NOTES, PAYERS ANGELES BLOCK OR EQ. SAND LEVELING COURSE - SEE DETAIL A/L-1.1 SUBMIT PAVER DESIGN AND COLOR SAMPLES FOR OViNER REVIEl"l CONCRETE HEADER 2800 PSI -5-1/2 SACK MIX CONG. INTERLOCKING PAVER -SEE DETAIL A/L-1.1 C.ONC.RETI: HEADER -SEE NOTE SC.ORE LINES 5' O.C.. -EXPASION JOINTS 10' 0.C. 1/4" RAD. (TYP.) #4 REBAR CONTINUOUS ~-CIRCULAR PAVERS AT ENTRY '---COMPACTED C.MB SUBBASE '----COMPACTED SUBGRADE PER SOIL ENGINEER SPECIFICATIONS ®r--"'IN--'-'-TE=RL ..... ' =o--=e,:..:....;K=-IN=6....,_P_,_A.:...:.VE-=R5'-=---'-'A'-'-T-=EN...,_,TRu....:.,..Y _________ _ SCALE:: l"=l'-011 FINISH GRADE OF PLANTING AREA ,.----2"x6" SYNTHETIC LUMBER HEADER BOTH SIDES -TREX OR EGL ,.----DECOMPOSED GRANITI: PATH V'IITH ORGANIC STABILIZER BINDER OR EQ. MATERIAL TO BE PRE-MIXED Off SITE INSTALL DG IN (2) 2" LIFTS '-----COMP AC TED SUBGRADE ,,,. ________ _ @) D.6. PAVING V SCALE: 1-1/2"=1'-0" ~--+!NISH GRADE ___ STAKE TO BE I" BELOV'l TOP OF HEADER BOARD C STAKE TO BE I" BELOV'l TOP OF HEADER BOARD --SEE NOTE #3 -J/ffl~~~!!,l--m~SEE NOTE #3 J/'tt:';~~milii~~ 16P GALV NAILS OR DECK SCREV'IS IIIToi'---16P GALV !IHl'l\plL TYP. NAILS-TYP. ":\11\i'.~l!J! ~~Ml--rumE~ZM:r!bW~c IN---2X"' SYNTHETI,.. 'i '1 11'·. 'I 'i':::'1 '1 LUMBER V 11tc'i!T-1: .,_,,,__ FOR STRAIGHT T-·'1 , ' " RUNS 1:-'111'-,'' ', { i'F'--''' · 11.,._--IX2Xl6 MIN. :!';,; 1i,.-PLANTING AREA l,lir'l';J tfl POLY-STAKE @ .,, . ,_,.,__' -1X2Xl6 MIN. 1'lt. i ' 3'-0" O.C, ALT. 1 It!, PpL-:(-V'IOOD STAKE@ ':1 11! SIDES PLANTIN6 AREA 5-0 o.c. ALT. NOTES, STRAIGHT SE,..TIOSNIDES CURVED $EC,TIQN I. USE CURVED DETAIL V'lHEN v RADIUS IS LESS THAN BO' lx2xl6 MIN. 4 BOARD LENGTH IS LESS 0 Y-STAKE THAN 16' 2. ALL HEADER MATERIAL SHALL 16P GAL V. NAILS -TYP. BE POLIMER LUMBER -TREX OR EQ . lx4x24 SPLICE PLATE 5. FINISH GRADE Of TURF-1/2" 2x8 POLIMER LUMBER UNIT ' BELOV'l TOP Of HEADER. ~fvPtJtf'Jt~~ b'~~JfR ~~'fffJRED SPLICES ~-3 _ lxB SYNTHETIC-PLAN YIEl"4 4. TAPER FINISH GRADE TO I" LUMBER HEADER V'l!THIN 5'-0" Of HEADER ® BOARD. SYNTHETIC, LUMBER HEADER D ---------SCAI..E: l"=l'-0" --------- }.i -(II) I ...,,,, I d ·-... i l! -o I ::I: -8 -edit 8 J o & R c; 0-c §>~ m 'o a) QI) it L.., C .., im ~ ;s~J. f/J'J -·- E ¾ ,tit L,., I cu «o .!I~ (1) 0 C Q) ..... <( "O .50 ....... U) 0 ~ Q) a.. "'O as a:s a: ..._.c «s ~ ....... ·-i... (I) ~~ ~ Q) ~ 0 -·-m 0 ~ ~ lJ \\) Q_ 0 \.) d) 1l C 0 - L-1.1 01-------------- 0)------------- ®1------------- (0~------------ jvlAl{ tv\.ovivO \tT. -\-\OB-D MM -1:,ou'-OEf. \\-r. + \dl.o @1---------- F @~----·------ @1---------- NOTE: ----TOE OF SIPE SLOPE CONTRACTOR TO PROVIDE 51-!0P D)f.RA~WIN~G~&'.._______ ~-D.G. COCKTAIL PATIO OF POND AND EQUIP. _ TOP OF REAR SLOPE FOR OWNER REVIE ~ .... ,., FLAT BOULDER 'BRIDGE' 30'LANDSCAPE MOUND TO f.!IDE FOUNTAIN EQUIA. FOR WATERFAL IIIATI:R 51.livACE -S' FOND DEPTH -10' --' IIIATI:R 5UivACE •13' FOND DEPTH •3' -,. WATER RETURN i D PLUNGE POOL WEIR j 1-cL--=-:,.,12c+'--+/=-::,:,18:"c' "=c;'=RAc--:'::::P'=E°-=c="f.!T';AN';-';--:;-G.::-E ~ D.G. PATf.!WAY DECORATIVE BOULDERS D -F-c:::::-SUBMERSIBLE PUMP --~~ PRY CREEK BED AND DRAIN 5WALE ~-POND DRAIN BYBAS& LINE DRAIN TO 5WALE , --POND DEPTH -n• WATER 5llivACE -S' FINISH GRADE -I' ~ REAR YARD PATIO (TYPJ-----/ 7Y--FINl6H 5llivACE •IB' 0 PONDPLAN EARTH MOUND AND BOULDERS ,-- TO BE 3b' MAX HEIGHT FROM SURROUNDING GRADE EARTHEN BERM AND BOULDERS TO COVER FILTER/WATERFALL SYSTEM FILTER -BIOFALL5 BY AQUASCAFE OR EQUAL. ROCK COBBLE IIJATER FALLIUJEIR UFFER FLUNGE FOOL 1-1/l' FLEX LINE FOR WATER i<ETUi-N INSTALL AROUND EDG.E Cf FCND COYl,R LINE WITH COSBLE IN FOND NOTE, I CONTRACTOR TO PROVIDE SHOP DRAIIJING5 OF FOND AND EQUIPMENT FOR OUNER REVIEW 7 f&We r;;.trr .Jl~Tr1M-~~2:J1tcffl=~ ®IDLINES AND LOCAL CODES ELECTRICAL SERVICE TO PUMP SHALL 6E INSTALLED FER LOCAL CODES ® POND SECTION LAl¾E BOULDER ----.._ 3/4' TO 2' GRAVEL----.._ ro COVER PLANTER POT FINl&I--I GiRADE EFDM FOND LINER RETURN END OF LINER 2' ABOVE WATER LEVEL • (TYF J GEO-TEXTILE FABRIC OVER SAND BEDDING BOO PLANTER OFTION IN5TALL MIXTURE OF SUITABLE PLANTING PLANTING SOIL AND 3/4' GRAVEL 30% SOIL AND 70% GRAVEL MIXTURE LANDSCAPE PLANTINGS ARCUND FOND EDGE NOTES INSTALL EFDM LINER FER MANUFACTURER GUIDLINES FINISH GRADE ~ REVIEW FINAL LAYOUT W/ Oi!NER EFDM POND LINER OPTION ONE \-PRIOR TO INSTALLATION RETURN END OF LINER i 2' ABOVE WATER LEVEL -rTYF ~ GEO-TEXTILE FASRIC ~ OVER SAND SEDDING OPTION TWO 8CAI.E: 1/8"=1'-0" 2'-3' LAYER OF RIVER COBBLE 1'-3' DIA. IIJATER LNE OF LOWER FOND FOND LINER ENDS 2' MIN. ABOVE WATER LEVEL r BOULDER/COBBLE AT FOND EDGE r-P'-'l \ FINISH GRADE 46MIL EFDM RUBBER FOND LINER (TYF./ GEO-TEXTILE UNDERLA YMENT OVER I' SAND SEDDING COMPACTED SUBGRADE !TYFJ SCAI.IE: l"=l'-0" --PLANTER FOT WITH AQUATIC PLANT -SET,f;s),j'.!:ANRCOOBLEEAL AROUND FOT TO ANC~" D CONC WATER LINE ---~-MEDIUM BOULDER --1•-~• RIVER COBBLE TO 3' DEFTH TO COVER LINER -(TYF J --LAl¾E BOULDER BETWEEN LANDSCAPE FLANTS AND FOND 1--FLANrER POT (TYF.J ©i-!..P.::::O.!.!ND~E:!:::D.::::6=.E ____________ ---:00::-::ALE::-.:-=-·-;;;-l"=-;-;-l,_-::-0 ,;-, _ ®1----------- ~ Cl ~ z 0 Ii: a: () m 0 6i 0: (1) 0 C Q) ..... <( "'C .so ....... U) 0 ll., ,5 (1) as as ~ 11,.. ..c «s ~ ........ ·-'-(1) ~~ ~ (I) If) 0 -·-m 0 .µ ~ 1J ~ Q_ 0 \) rd) \) C 0 - 8 ij Cl I if 1.1.l ~ i!l~ @ f ~ ij ::c C 0 r L-1.2 ' IRRIGATION NOTES l. This irrigation design is diagrammatic. All piping, valves, and all olher irrigation devices shown within paved areas are for design clarification onl!:J and shall be Installed in planting areas wherever possible. All irrigation work shall be installed to avoid an!:) conflicls between the irrigation S!:)Stem, planting materia I and other architectura I features. 1. Do nol willfull!:J install the sprinkler S!:)Stem as shown on the drawings when it is obvious in the field that obstructions, grade differences or difrerences in area dimensions exist that ma!:) not have been considered in the engineering of the site. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall take full responslbilil!:J for an!:) revisions neceeear!:J. 3. It is the reeponeibilil!:J of the Irrigation Contractor to familiarize himself with the landscape improvement plans, including all grade differences, the location of walls, retaining walls, paving and similar structuree. I-le shall coordinate his work with the general contractor and all other sub-contractors for the location and the installation of pipe sleeves through walls, under roadwa!:)s, paving, structures, and all other hardscape areas. 4. Due to the sea le of these drawings, it is not possible to indicate a II offsets, fittings, sleeves, and other items which ma!:) be re9uired. The contractor shall carefull!:J investigate the structural and finished conditions affecting all of his work and plan his work accordingl!:) furnishing such fittings, and material, as ma!:J be re9uired to meet such conditions. These drawings are diagrammatic and indicative of the work to be installed. !::>. Splicing of 24 volt wires will not be permitted except in valve bo)<es Leave a 24" coil of exces5 wire at each splice and at 100 feet on center along wire run. Tape wire in bundles at 10 feet on center. No splicing is permitted inoide eleeve5. E>. The Irrigation S!:)stem deoign is based on a minimum operaung pre55ure of 30 psi. The Irrigation Contractor eha II verif!:J the static water pressure (PSI) prior to conetruction and report an!:) difference between the water pre&&ure indicated on the drawing& ancl the actual pressure reading at the irrigation point of connection to the owner's authorized representative. 1. All irrigation e9uipment is to be installed in accordance with the standards and specffications of local juri5trictions e. The Irrigation Contractor ohall notif~ all the local jurisdiction5 for inspection and testing of the installed backrlow prevention device and pres&ure ma in lines. '3_ Install 2 spare control wire& of a different color along the entire main line. Loop 3b' excess wire into each &ingle valve box and into one valve box in each group of valves. 10. Install valve boxes 12" from and perpendicular to wall<.., curb, walls, fences or other landscape feature. At multiple valve box groups, each box shall be an e9ual distance from the walk, curb, lawn, or planting area, and all boxes shall be b' apart. The short side of the valve box shall be parallel to walk, curb, walls, fences, etc. II . All spra!:J heads ~ clrip emitlers are to be instdllecl a minimum of 12' from fences, walls, or 5tructures. 11. All irrigation heads adjacent to an!:) path, walk, or pedestrian areas shall be pop-up, 0' pop-up hedds in ground cover areas and 4" pop-up height in turf area5. i). All sprinkler heads sha II be set perpendicular to the finish grade of the area to be irrigated unles5 otherwise designated on the plans. 14. Sprinklers where low head drainage occure sha II be fitted with a King 6ro5. Cv 5eries check va Ive or e9ua I in lieu of schedule B@ coupling. iSo. The Irrigation Contractor sha II flush and adjust a II sprinkler heacls for optimum performdnce dnd to prevent overspra!:J onto wa 11<.s, roadwa!:J& and/or buildings ds much as poe5ible. This shall include but not be limited to, selecting the best degree of arc to fit the existing site conditions, the inclusion of pressure compenoating fittings or flow reduction ecreens, throttling the rlow control at edch valve to obtain th~, opllmum operdting presoure, and coverage for each s~stem. Ii&. The Irrigation Contractor shall install all irrigation lines and controller wires in sleeving that pass under paving. For clarit!:). a II sleeving i5 not shown on this plan. All irrigation pipe that cros5es paved areas shall be in PVC SCI-I. 40 sleeving, 2X pipe size diameter. 11. The backflow preventer shall be installed no further than IB" from the water meter. 16. All irrigation lines ohall be installed in PVC sleeve and cross perpendicular below brow ditches. I~. If static pres5ure is 80 PSI or greater. install pressure regulator at POC. 21Z>. All irrigation mainline ine,talled in Master Association and R.O.W. areas shall include m!:Jlar/metalic film detection tape. Install a minimum of <o' above mainline top of pipe. 21. Coverage ohall be head to head. 22. All heads shall be adjusted to avoid overspra!:J onto wal!<.wa::is, slructure5, fences ancl hardscape areas. Use pco e,creens as re9uired to alleviate overoprd!:J. 23. All drip lines are to be buried. r-=--·- I I I I ! i / I I I - "'"' P.O.G. ----- r;=;~, Bd' AS EE~ . ~Ill? 83.11 EB.12 EB.13 I' 1• I" 1• I' I' t• ' 12 10 ~ ' II 6 8 8 I I _I I I I • D1 D1 • • • • I I " _ __,,___ _____ ,. AVIARA DRIVE IRRIGATION EQUIF1'1ENT LEGEND VALVE&, CONTFl:!OL&, 4 MioC. EQUIPMENT 5YM MANUFACTURER/ MODEL fl DE5C.RIPTION DTL IE] ViATER METER VARIFY IN FIELD t l'IILKIN5 REDUGED PRE55URE SERIES INSTALL PRE55URE VACI.UM BF<EAKER BAc.KFLOl'I PREVENTER IF SITE CONDITIONS l'IARRANT MODEL I q15XL OR EGIJIVALENT l'll'IY'I.ZURN.COM OR (805) 2:lB-1100 P.O.C. IRRl6A TION POINT OF CONNECTION 5Y5TI:M CONNECTIOl'I ON SERVICE 51DE OF METER El,) HUNTER AVB SERIES VALVES ATMOSPHERIC V ACIJJJM BREAKER VAL VE5 N2.I ® KIN6 BROS_ BllJ SERIES BAU VALVE 6/2.1 ~ IRRITROL SMART DIAL SERIES PRIVATE LOT C./2.1 IRRITROL SDl200-EXT (ET BA5ED) RESIDENTIAL CONTROLLER • Y'IALL MOUNT SPRINKLER HEADS SYMBOLS MANIJF AC. TURER / MODEL fl 6PM -AT 90 PSI DE5C.RIPTION DTL 960 180 21' qo >nJ 960 100 2~ qo ADJ ! a @ PEPC.O oe, TAElUOOLER I.I BUBBLER E/2.I EIGHT EMITTER HEAD CAPACITY PER HEAD ~ FIFING 4 SLEEVING <J) 5YM. DESCRIPTION ,-z w I: PVC SCH 40 MAINLINE FOR PRIVATE LOTS -I" SIZE UNLES5 NOTED VERIFY SIZE AND LOC.ATION5 l"IITH LANDSC.APE ARCHITEC,T I: C) \J PVC CLASS 200 NON-PRES5URE LATERAL LINE PIP!Ni,, • 9/4" 51ZE UNLESS NOTED PVC SCHD. 40 5LEEV!Ni,, FOR MAIN OR LATERAL LINE PIPIN6 -2X PIPE DIA. ~ w,"" s,A,rn ~ VALVE 51ZE GPM I ),f_ \J w :r \J I ~ -' IL • "" ~ ~ "' ~ "' EMITTER &CI-IEDULE ii 24" BOX AND LARi,,ER , 6 EMITTERS 15 GALLON• 4 EMITTERS 5 GALLON , 2 EMITTERS I GALLON, I EMITTER FLATS $ CUTTINGS = I EMITTER (0 0 'I"""' 0 0 C (\a 0) (D ..... a:I "O C·-...... •-C (/J Q'!i..., Q) 0... 0 -·-a: as-L., as «sU -·-(I) ~'ti' ~ cu CD ..a 0 :z 0 -»-<( m cu 0 _J n.. z () -I- <( \!) -It It - di !i 2 a ~ If l!1 ~ ~~ f ;! a SHEET scale: 1"=10' -0" 2.0 ·.-,_~ •ilw•m E ~--.. ~--i;f ~.~ ~ il'fl!: (~41ri~ 11.$ ~.6°i}Pl!l'.l} . ~;r"' ~ ~ f','O n:it 1)1 lil.Wa ,/.-.;--~.<i;: LA°Wl{Ah. 1~1'>( WOBc ,. ~i-r.•1.< ~ll'~Q w,r,-~ijw, iiit4 11;t1C,<i11 '-'"n~o <>.mi~ :Ii., IW(~_f~ltfJ,j --~ 1-:, ~i. n111&!')(11,:,~114C~~"Q"1~. -:J., P:Ef'V? ·m ~S ~ ~~-!It!;:: ~ (ii~ rm FVN'T', ®----------------- A REMOTE CONTROL ANTI-SIPI-ION VALVE INSTALL b-lNCI-IES MIN. ABOVE--------~g~mr:o 1-llGI-IEST POINT OF DISCI-IARC:iE UV RADIATION RESISTANT--~ SCHEDULE 40 RISER (TYP) FINISH GRADE ~-LATERAL LINE MAINLINE--~ ' .... -<a0 DEGREES SCHEDULE 40 ELL <TYP.J REMOTE CONTROL ANTl~SIPHON VALVE SCALE: NT5 ,----------VALVE BOX ~------12" DIA. SCH 80 PVC PIPE ~-----BALL VALVE· PER LEGEND LINE SIZE ± ;--FINISH GRADE -ti" TYP./ ~--BRICK SUPPORT • FULL PERIMETER / / ~--CRUSI-IED ROCK I CU FT. MIN. ,,------PYC UNION ,----c~~~~~~~~&-----~--PVC MAINLINE -REFER TO ~ SPECIFICATIONS '---------pvc MALE ADAPTER ®--""'6....,A:....:L ..... L~V.,_A=l...:..VE...,__ _____________ 80_Al--·,F:-N-T5- lll VAC, 00 HZ EXTERNAL _) PLUG-IN TRANSFORMER -r,;:.--EXTERIOR WALL / INSIDE WALL INDOOR WALL MOUNT ,----INDOOR WALL MOUNT IRRIGATION CONTROLLER IRRIGATION CONTROLLER r---+--~E PLAN LEGEND ~-----"'--' (ID • ,------¾' PVC CONDUIT ,------FINISl--1 SURFACE (GARAGE! --¾' SCH. 80 PVC SWEEP ELL --FILL ALL VOIDS AND WALL PENETRATIONS WI FOAM SEALANT ~-¾' SCI-I. 80 PVC ELL 24"x¾' SCH. 40 UVR PYC RISER 3-1,i" PVC SCH 40 CONDUIT AND FITTINGS ;; FINISI-I GRAPE <1.l7--~~JD/ CONTROL VALVE WIRES COLOR-CODED WIRES TO REMOTE~ I CONTROL VALVES "- ENLARGED VIEW RESIDENTIAL CONTROLLER ~ . ""· . •t,. •• =1 I 1==11-,,. · ~ . I 1==111= . TTl Tl . ; ·, ~ I I I 11 111..u' -_1· SIDE VIEW COMPACTED r;SOIL FINISI-I GRADE r~&~FACTED FINISH AS NECE55ARY 1 ,4" MIN. GRAPE 1 't -., ·.. .... .. .. ~ : :·-.::,:·-:_;··.: .. :-·,· ~i--; ... ····•.. ,· : , ' ~-MAIN ~-CONTROL WIRES MAIN AND CONDUCTORS ®· TRENCHING LATERIAL LINES -<!.) ' ' $AND CONTROL WIRES CONDUCTORS ONLY MAINLINE I.D. SHALL BE I' UNLESS OTHERWISE NOTED LATERAL LINE I.D. SHALL BE 3/4' UNLESS OTHERWISE NOTED SCALE: 1/4"=1'-0" ;el ~ii E ~ u · C ~ -a ~~ -;~j 1:::1 ~ i l!il I (I) 0 v- 0 0 C (\I 0) (D +" Cfj "O C:·-...... ·-C en 0 '-fl.,0 (I) ..... ·-cc «1...,., I,,,. as Cfj 0 ........ ·-(I) ~,:f \$) ~ ca .c _j (I) -UJ <( 0 -I... I-m tU w 0 D z () -I- <( \!) -Ol Ol - SHEET SIDE ACCENT TREES LANDSCAPE BUFFER 4 SCREEN TWO TIERED RET AINIINc.---- WALL WITJ..l ARTICULATED PLANTERS CORNER LANDSCAPE BUFFER WIT~ LANDSCAPE MOUND AVIARA DRIVE EXISTING SLOPE L.ANDSCAPE TO REMAIN ,,----TOP OF EXISTING SLOPE ,,----I:,' VIEW SETBACK FROM TOP OF SLOPE LANDSCAPE PLANTINGS BETWEEN SETBACK AND TOP OF SLOPE Sf-lALL BE LIMITED TO 5' MAX J..lEIGJ..lT _,.,.---TREE TO CONFORM TO SIGJ..lT AND J..lEIGJ..lT RESTRICTIONS _,.,.---PLANTER WITJ..l HEDGEROW SCREEN ALONG FENCE LINE AND LOW BORDER PLANTS ALONG WALK AND PATIO _,.,.---LANDSCAPE ACCENT OPPOSITE BA TJ..lROOM GARDEN WINDOW __.----SMALL SCALE 'PATIO-TYPE' BACKGROUND TREES TO CREATE ADDITIONAL DEPTJ..l TO STREET YARD -..._ __ LAWN SUBSTITUTE RED FESCUE 'MEADOW GRASS' OR 'MOONSJ..llNE' YARROW ....__ __ 48' BOX SIZE STREET TREE JACARANDA -.....__ __ MUL Tl-TRUNK ACCENT TREE WITJ..l L,il.NDSCAPE LIGJ..lTING scale: 1"=10'-0" PLANT MATERIAL LEGEND TREES 5YM BOTANICAL NAME / VARIETY COMMON NAME @ JACARANDA MIMOSIFOLIA JACARANDA 0 PINUS TJ.1UNBER611 JAPANESE BLACK PINE 0 ARBUTUS 11ARINA' 5TRAUJ6ERRY TREE , I ?\ '\. 'y' LEPTOSPERMUM LAEVIC.ATUM TEA TREE ~ 1(1 MELALEUCA NESOPHILIA PINK MELALEUCA 0 RHUS LANCEA AFRICAN SUMAC 0 ERIOBOTRYA DEFLE>(A BRONZE LOQUA T 5HRU65 <AREAS TO RECEIVE 3' ORGANIC MULCHJ SYM BOTANICAL NAME/ VARIETY © LEUCOPHYLLUM FRUTESCEN5 TEXAS RANc.ER ® PITTOSFORUM TOBIRA 'VAR.' MOCKORANC,E § PITTOSFORUM CRAS51FOLIUM DWARF KARO NANA' EB HESPERALOE PARVIFLORA RED YUCCA ( LIRIOPE MUSCARI MONDO GRASS t~ ANIC.OZANTHOS HYBRIDS KANc.AROO PAW u STRELITZIA REC.INAE BIRD OF PARADISE (o PENSTEMON SPF. PENSTEMON e RHU5 OVATA 5UC.AR BUSH 0 C,AURA LINDHEIMERI GUARA (" ACORUS C,RAMINEUS SWEET FLAG, YARIEG.ATED' 0 CARREX MORROWII JAPANESE SEDGE (• PHALARIS ARUNDINACEA RIBBON GRASS 'DWARF GARTERS' 0 Cl5TU& SPP. ROCK ROSE ® MIMULUS AURANTIACU5 STICKY MONKEY FLOWER ~ CEANOTHU& JULIA PHELPS CEANOTI-IU5 'JULIA PHELPS' © CEANOTHU5 GRl5EU5 CARMEL CREEPER HORIZONTALl6 GROUNDC,OVER5 sm BOTANICAL NAME / VARIETY BOTANICAL NAME I VARIETY m CAREX TUMULICOLA BERKELEY 5ED6E SIZE QTY. 46' BOX . 24' BOX . !SC.AL. . IS C,AL. . IS C.AL. . ~ a !SC.AL. . i; <fl I-z 15 C.AL. . w I: I: 0 u SIZE I SPACINC, QTY. S C,AL / 3' O.C. . I ~ w I u I ~ ii.' . S GAL I 4' O.C. . ro ~ Q I C,AL / 3' 0.C. . ~ "' I C.AL / 3' O.C. . I I GAL I 2' O.C. . !GAL OR SGAL . 3' o.c. S GAL./ 4' OC. . !GAL OR SGAL . 3' o.c. I GAL ORS C,AL . 4' o.c. I C.AL I 3' O.C. . I G.AL. / I' O.C. . I GAL. / I' O.C. . I G,AL. / I' O.C. . S C,AL. I 4' OC. . © 0 ,,,... 0 0 C (\I 0) Q) .... ~ "'O C: ·-...... ·-C Cl) Ori... Q..0 Q) -·-I GAL I 3' O.C. . 5 GAL. / S' OC. . I GAL. I I@' OC. . cc m-'-«i «10 ....... ·-Q) ~-cf ~ cu (1) ..c ro SIZE / SPACINC, QTY. FLAT6 OR I GAL . 0 -lb m «i z 0 <( 12' o.c. _J 0.. ~ -I-z <( _J 0.. ! SHEET ,· . ·, STATE OF CAUFORNIA ·· THE RESOURCES AGENCY ARNOLD SOiWARZENEGGER, G)tl!!l'7Xr CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA 7575 METROPOLITAN DRIVE, SUITE 103 SAN DIEGO, CA 9210&4421 (619) 767-2370 Kathleen Fanner City of Carlsbad -Engineering 1635 Faraday Ave. Carlsbad, Ca 92008 NOTICE OF ACCEPTANCE -Executive Director Check-off Date: May 16, 2008 Applicant: __ C=1=·ty,-.:..of~C=ar=ls=b=a=d_-=B=o=ek=e=l=R=e=si=d=en=c=e~----- Location: 7176 Aviara Drive -Lot 255, Carlsbad, San Diego County Submitted For: Executive Director Check off of Single Family Residence within the Aviara Master Plan Area -Zone 13 Terms of Acceptance: Final Site and Landscape Plans have been approved by the City of Carlsbad and the City's Fire Department. No g;rading or development proposed beyond the edge of the bluff. of Material submitted in compliance with approved Special Condition(s) of your development permit has been reviewed by the Executive Director and found to fulfill the requirements of said condition(s ). Your submitted material and a copy of this letter have been made a part of the permanent file. cc: Josh Eckle -Alpha Studio Design Group SilJ 7>aJo;Y Deborah~e· District Manager By: toni Ross-Caasrnl P/anNr