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HomeMy WebLinkAboutCT 12-03; 201 Walnut Townhomes; Tentative Map (CT)PROJECT SUMMARY SITE AREA: PROJECT AREA: UNITA1 LEVEL 1 LEVEL2 LEVEL3 x2 664SF 1,109 SF 347 SF UNIT A2 x1 670SF 1,118 SF 350 SF 5,000SF UNIT B1 UNIT B2 x 5 x3 611 SF 568SF 884 SF 824 SF 492 SF 463SF UNITC x1 568SF 824SF 463 SF UNITD x1 485 SF 741 SF 462SF UNITE x1 514 SF 673 SF 525SF TOTAL 14 TOTAL 2,120SF 2,138SF 1,987SF 1,855SF 1,855SF 1,688SF 1,712SF =27,133SF GARAGE DECKS 445 SF 447 SF 461 SF 429 SF 429 SF 429 SF 481 SF = 6,268 SF 321 SF 131 SF 379 SF 324 SF 324 SF 328 SF 160 SF = 4,452 SF PARKING SUMMARY REQUIRED PARKING: PROPOSED PARKING: RESIDENTIAl @ 2.0/Unit for 2+ Bedroom • 2x14=28 VISITOR @ .25/ UnH = 14 X .25 = 3.5 (VISITOR MAY BE COMPACT 8 x 151N BEACH OVERLAY) RESIDENTIAL: 28 VISITOR: 4 BUILDING CODE ANALYSIS REGULATING CODES: (PER SAN DIEGO BUILDII'IG DEPT.) OCCUPANCY: (PER CBC SECTIONS 310 & 312) CONSTRUCTION TYPE: (PER CBC TABLE 503) ALLOWABLE FLOOR AREA: (PER CBC TABLE 503) FIRE RESISTIVE REQUIREMENTS: (PER CBC TABLES 601 & 602) (PElf CBC SECTION 708.2) OPENING PROTECTION: (PER CBC TABLE 705.8, FOR UNPROTECTED, SPRINKLERED) HEIGHT & STORIES: (PER CBC TABLE 503) 2010 CALIFORNIA BUILDING CODE 2010 CALIFORNIA MECHANICAL CODE 2010 CALIFORNIA PLUMBING CODE 2010 CAliFORNIA ELECTRIC CODE 2010 CALIFORNIA RESIDENTIAL CODE R-2 RESIDENTIAL R-2 TYPEV-B R-2 UNLIMITED STRUCTURAL FRAME BEARING WALLS (EXTERIOR) BEARING WALLS (INTERIOR) PARTY WALLS NON-BEARING WALLS & PARTITIONS (EXTERIOR) NON-BEARING WALLS & PARTITIONS (INTERIOR) FLOOR CONSTRUCTION ROOF CONSTRUCTION SHAFT CONSTRUCTION NON-RATED 1 HR (PER TABLE 602) NON-RATED 1HR NON-RATED NON-RATED NON-RATED NON-RATED NON-RATED 0' TO 3' NOT PERMITTED 3' TO LESS THAN 5' 15% 5' TO LESS THAN 1 0' 25% 10' TO LESS THAN 15' 45% 15' TO LESS THAN 20' 75% 20' TO LESS THAN 25' NO LIMIT 25' TO LESS THAN 30' NO LIMIT 30' OR GREATER NOT REQUIRED R-2 3 STORIES 40' (30' PER ZONING) SHEET INDEX GENERAL (1 SHEET) T0.1 TITLE SHEET CIVIL SLOPE ANALYSIS (1 SHEET) C-1 PLAN VIEW SLOPE ANALYSIS ARCHITECTURAL (14 SHEETS) A0.1 SITE PLAN A1.1 A1.2 LEVEL 1 & 2 BUILDING PLANS LEVEL 3 & ROOF BUILDING PLANS BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING ELEVATIONS CIVIL TENTATIVE MAP (4 SHEET) A2.1 A2.2 A2.3 A2.4 UNIT SECTIONS C-2 PLAN VIEW TENTATIVE MAP A6.1 UNIT A 1 FLOOR PLANS C-3 PLAN VIEW TENTATIVE MAP A6.2 UNIT A2 FLOOR PLANS C-4 SECTIONS & DETAILS A6.3 UNIT B1 FLOOR PLANS C-5 PLAN VIEW -DMA,BMP,HMP,LID EXHIBIT A6.4 UNIT B2 FLOOR PLANS A6.5 UNIT C FLOOR PLANS LANDSCAPE LH-1.0 HARDSCAPE PLAN Ll-1.0 IRRIGATION PLAN (9 SHEETS) Ll-2.0 IRRIGATION NOTES & DETAILS Ll-2.1 IRRIGATION DETAILS LM-1.0 MULCHING PLAN LP-1.0 PLANTING PLAN LP-2.0 PLANTING NOTES AND DETAILS LW-1.0 WATER USE PLAN LN-1.0 MAINTENENCE PLAN ZONING ANALYSIS ZONE: LOT AREA: HEIGHT ALLOWED: HEIGHT PROPOSED: SETBACKS: DENSITY: COVERAGE: RECREATION AREA REQUIRED: PROVIDED: STORAGE SPACE: AFFORDABLE HOUSING: FIRE DEPARTMENT NOTES A6.6 UNIT D FLOOR PLANS A6.7 UNIT E FLOOR PLANS RH-GENERAL PLAN R-3 MULTI-FAMILY RESIDENTIAL BEACH AREA OVERLAY 34,107 SF (.783 ACRES) 30' WI ROOF PITCH MIN 3:12 24' WI ROOF PITCH LESS THAN 3:12 30' WI ROOF PITCH MIN 3:12 GARFIELD: WALNUT: LINCOLN: FRONT; STREET SIDE INTERIOR SIDE REAR 20' MIN TO GARAGE 1 0' MIN TO RESIDENCE 1 0' STREET SIDE 1 0' MIN TO RESIDENCE 20' MIN 10'MIN 10% LOT WIDTH (5' MIN, 10' MAX)= 10' 2 x SIDE~ 20' ALLOWED: 19 UNITS/ACRE ~ 15 PROPOSED: 14 NOTE: THE ENTIRE SITE IS USED FOR THE PURPOSE OF CALCULATING DENSITY MAXIMUM: 60% (20,408 SF) PROPOSED: 14,248 SF= 42% 150 SF/ UNIT x 14 UNITS= 2,100 SF (PASSIVE) 2,135 SF (PASSIVE) EACH UNIT HAS A 20' X 20' GARAGE TO SATISFY STORAGE REQUIREMENTS 14 UNITSx 15%=2.1 =2 2 + 14 ~ 16 X 15% =2.4 ~ 2 UNITS OFF SITE 1. PROJECT TO BE FULLY SPRINKLERED PER NFPA 13R. 2. FIRE SPRINKLERS TO BE INDIVIDUAL SYSTEM PER EACH UNIT WITH 1" METER PER CITY REQUIREMENTS. 3. CC & R'S SHALL STIPULATE A MAINTENANCE AGREEMENT FOR EACH OWNER FOR THE SPRINKlER SYSTEM TO BE APPROVED BY THE CITY OF CARLSBAD. 4. AUTO ENTRANCE GATE SHALL PROVIDE ACCESS TO THE CITY OF CALRSBAD FIRE DEPARTMENT. 5. A 24' CLEAR UNOBSTRUCTED FIRE LANE SHALL BE MAINTAINED AS IDENTIFIED ON SITE PLAN A0.1. 6. ALL PARTY WALLS SEPARATING EACH UNIT SHALL BE ONE HOUR FIRE RATED. PROJECT INFORMATION PROJECT ADDRESS: LEGAL DESCRIPTION: APN: 201 WALNUT AVENUE, CARLSBAD, CA 92008 PARCEL "A' OF CITY OF CARLSBAD CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT ADJ 07-25. RECORDED NOVEMBER 29, 2007, AS FILE/PAGE NUMBER 2007-0745275 OF OFFICIAL RECORDS, BEING WITHIN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. 204-131-01,02,03 PROJECT DESCRIPTION 1. DEMOLITION OF THE EXISTING 2 UNIT, ONE STORY STRUCTURE 2. CONSTRUCTION OF OFF-51TE PUBLIC IMPROVEMENTS ON THREE STREETS BORDERING SUBJECT SITE. 3. CONSTRUCTION OF 14 ATTACHED THREE STORY TOWNHOME RESIDENCES WITH ATTACHED 2 CAR GARAGES, ONSITE VISITOR PARKING, LANDSCAPED MOTORCOURT AND PASSIVE RECREATION AREA. PROJECT TEAM OWNER: ·' WALNUT BEACH TOWNHO~~ES, LLC 550 W. "C" STREET SAN DIEGO, CA 92101 ARCHITECT H2-HAWKINS + HAWKINS ARCHITECTS 1005 ROSECRANS STREET, SUITE 200 SAN DIEGO, CA 92106 CIVIL ENGINEER PASCO LARET SUITER & ASSOC. 535 N. COAST HIGHWAY 101, SUITE A SOLANA BEACH, CA 92075 LANDSCAPE ARCHITECT WIMMER YAMADA CAUGHEY 3067 FIFTH AVE SAN DIEGO, CA 92103 VICINITY MAP PROJECT SITE--'""" \ .. \ ~ \ \, CONTACT: A. J. TANGSOC (520) 204-2066 CONTACT: DAVID HAWKINS (619) 232-7700 CONTACT: JUSTIN SUITER (858) 259-8212 CONTACT: PAT CAUGHEY (619) 232-4004 \ \\ \ . '> \ .m1"'""'' ,., (l<ouo'li<ll'l 5<1>.>01 ..,...,. . "'" , \\ N Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, Califomia 92106 CITY OF CARLSBAD APPLICATION NOS. • • • CT 12-03 PUD 12-06 COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 CIT'\' OF-CARLSi>fllJ PLANNING COMMISSION ,.Nama: dol IIJAfaf 10w/wt(f ,_QPW ,,~ ,·· -' . 1":\1...-. REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-QS-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAWKINS" HAWKINS ARCHITECTS RESERVES ThEIR COMMO~COP'I'IUGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS A!>~) DRAVI'l"'GS ARE JiOT m BEREPRODI.JCEO, CliANGEO OR COPIED IN At~( FORM OR IMN.NER WHATSOEVER WITHOUl HRST UIHIJNli'IG THE EXPRESS WRITTEN PERMISSION AND CONSENT OF HAWKINS+-HAWKINS ARCHITECTS TITLE SHEET SCALE: NA 4 T0.1 I \ (J) (J) / / -'--- \ \ ) I \ \ I _L \ \ I \ l I ( -----;:)6' ' ·<J s6' ·J I 0)> ·< S/ •</ 0> ·J 10'-0" MIN. FRONT SETBACK 1- Cf) 0 _J w LL IY <( (!) EXIST. F.H. ·S ZJ-;iiWw " ~ 0 0 -' (j) s· (j) :;;'-) EXISTING SINGLE-FAMILY RESIDENCE S/ c ~-~ S/ ·S N55' 17658'36"E EXISTING MULTI-FAMILY RESIDENTIAL ----------~- 0:-ts ·S ·S WALNUT s6' ·<;I \ N55'17658'51"E 91.00' So ..;- <· •-ll 1 0'-0''8 MIN. / FRONT I SETBACK I ]'--'==--/ I I I I I I I I I~ z _J 0 () z _J So ·-5 s 1~ ·o ~ ~'. 1..> S-, <c, 7 ' \ \ \ ------ ~0 EXISTING I GLE-FAMII::')I . ESIDENCE ·.9 • s~ q<! ----~ So ·.? '1[) ·9 ..__.._~ 50 So < /~ ~ / I I i \ I I ' I 0 I I I I I s 'a ( I I I 0 I \ \ I I \ s_) ...... /'> . ' ...... -, 6' ) SJ . ,:::, s \~' \ • \,) I 0 'j s< / <; I ' \ \ \ ASPH - - - --------------------------- ".9 So ··-··=t-~ EXISTING MULTI-FAMILY RESIDENTIAL EXISTING MULTI-FAMILY RESIDENTIAL 1t 0 ('; / 0 s< \j _S_sc-~~-EE-1-~-.~-~-.-~-.. ----------~(j[) ~ KEYNOTES: OJ NEW DRIVEWAY, CURB & GUTTER PER CIVIL II] NEW PERMEABLE PAVING & HARDSCAPE PER LANDSCAPE LH-1.0 12) NEW CONCRETE WALKS & PATIOS PER LANDSCAPE LH-1.0 0 CMU SITE WALL & FENCE PER CIVIL 60" MIN. [§] 30" HIGH VINYL FENCE PER LANDSCAPE LH-1.0 [f} 42" HIGH VINYL FENCE PER LANDSCAPE LH-1.0 [Ij TRASH ENCLOSURE W/60" HIGH CMU WALLS & METAL GATES. NOTE: 1. THE ENTIRE SITE IS USED FOR THE PURPOSE OF CALCULATING DENSITY. 2. REFER TO LANDSCAPE PLANS LH-1.0, LP-1.0 & LW.1.0 FOR ALL HARDSCAPE, PLANTING & IRRIGATION. 3. REFER TO CIVIL PLAN FOR ALL GRADING, DRAINAGE & OTHER INFORMATION. Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03·22·2012 CDP,PUD,TM SUBMITIAL OB-14-2012 CDP,PUD,TM SUBMITIAL #2 12-05-2012 CDP,PUD,TM SUBMITIAL #3 02-13-2013 CDP,PUD,TM SUBMITIAL #4 04-02-2013 PROJECT NO.: 1112 HAWKINS+ HAWKINS AHCHI JJ;;C 1 S RESER liES THEIR CDMWON LAW COPYRIGH-;-liND OTHER PROPERTY RIChTS IN THESE PL.J>Jo;$. TliES£ PLANS AND DRAWINGS ARE NOT TO 11[ RCPRODLCED, CHAOOED OR COPIED IN ANY FORM OR MMINEFI WHATSOE\IEF\ WITHOJT F RST OBTAINING THE EXPRESS WRITIEN PERMISSION AND CONSENT OF liAWKINS-ri~AWKINS ARCHITECTS SITE PLAN SCALE: 1/16" = 1 '-0" A0.1 ' - ' 0 ' io 9 - b ' - b ·' ' 0 ' . 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H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22·2012 CDP,PUD,TM SUBMITIAL OB-14-2012 CDP,PUD,TM SUBMITIAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAW<INS + HAWKINS ARCI~fTECTS RESERVES T"Hfl~ CCMMON-LAW COPVRIGHT AND OTHER f'ROP~l'l" RICHTS IN THESE Pl.A~S. THESI: PIJ.NSANO :JRAWINGS ARE NOT TO IK RE"'RODUCI:O, CHA'IIGED OR COPIED IN ANY FORM OR MANr>.ER WHATSOEVER W1Tl10.JT FIRST OBTAINING lliE EXPRESS WRITTFN PfRMI~:liON AND CONSENT OF -JAWKINS + HAWKINS ARCHITEC IS LEVEL 1 & 2 BUILDING PLANS SCALE: 1/16" = 1'-D" A1.1 = -.. -.. -.. -.. ...,......-.. -.. -··-.. -.. -.. -.. -.. -.. -.. -.. -. II 1 I II II II ---/: II I -... --:-:-::-:. '._ .. I I -I ' --.. 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[Ij EXTERIOR BALCONY ELASTOMERIC DECK COATING "MERACOTE" OR APPIROVED [TI TYPICAL ROOF SLOPE 3:12 ' 0 ,;. 9 - 9 - -• 0 ' -• 0 ,;. b "' --- ~~~ N ' • 0 ' ;- N • 0 ' ;- N .,!)N '" "' N ' -'It 10' 0" 6' 0" . -160' 0" -6'-0" 25'-0" 1 22'-0" r 22'-0" r 22'-0" 22'-0" 22'-0" 25'-0" . -··-. 0-•• -··-•• -.. -•• -•• -··-•. -. ·-.. -·--.. -··- ' " I I. I ,, ' " ' , ........ , .. . ~~" rl[· i]ffi:··---=c " ;. I, ... , II .r1 I ' ,_ ... ,J!JI 10-D .·! .::. ' ' ' c. \JI\ -Q, 11111111 Ill . -... II , ' j:"' ' lV111-B2R I$' ··ll:,-11 ftHI 10'-0" \ -· L .. ----··-··--·-··-··-··-.. l 12-82 - 13-82 ' .. . I 14-C I L_ .. -. ·-.. -··-·.-.. -·· -·.-.-_j 1 ~<" lt.l -'It --~-c~-~_E_11~_6 .. -~1-.~-.. U_IL_D_IN_G_P_L_A_N ____ ~G) ~ "' ' 0 N "' _, 0 N -- • • '!I "' ' 0 N N 0 ~ "' _, 0 N "' ' 0 N b ' 0 ~ Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUO,TM SUBMITTAL 08-14-2012 COP,PUD,TM SUBMITTAL #2 12-05-2012 GDP,PUD.TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAWKINS+ HAWKINS ARCHITECTS RESERVES THEIR COMMON·LAW COPY.11GHT AND OT.1ER PROPERTY RI3H~s lt.l THESE PlANS. TtiESE PLANS AND DRAWINGS ARE NOT TO BE itEPROOUCED, CI1ANGED OR COPIED IN ANY FORM OR MAANER Wr!ATSOEVER WITHDUT FIRST OBTAINING THE ElCPRFSS WRITTEN PERMISSION AND CONSEN"I Of HAWK.NS + I~AWKINS ARCHJn:ClS LEVEL 3 & ROOF BUILDING PLANS SCALE: 1/16"=1'-0" A1.2 TYP 1 I : HI TYP 3 II II~ Ill TYP 3 f---+1 -"-~ TYP 5 1--+,------H+~ ~ r= 4 ~fa~ TYP 5 3 TYP 2 lHr D D D D ...• ,, ,.-~:::::§11 ___, .-.:::: Ji IBI 1::: == ~ 1 1 1 . ::::: :1,11 ::::~ 1::: ~· L__ I ~ ; = ~ F 1= I= I-· 1-, E:: Ill' ~~\ill F- F F i i r= i = : = I F - II~ r::::: l' r= I=·IIJII·· = I ' =: ! !! ;:::: I= I F = = I= I ~~= ' ' ,- l:: ' E ! IRI IE 31 - I I ' ]ffillllllll~ =' ,---,---,---~~ =· 1 TYP 31 II I§JI ,--,---- ·~· II:= Dc:c-D=:= D = == o::;:: 1 TYP , I ~oo== = === = :_. ~ !~==== ' ' 5 TYP F= I= -·· IIIJ ':::=---·--E = I 1= - t.= D r.=; ' ~ I~ ~B~.~ 1: !~~ litf FD l=o F=o I= =o ..:... It:=. ~----, ,--It:=-[= I I I =1: ~mnn: .c.. I lliJliiJ lllill Jlllllij t I ·~-,---~,---,---' I' I =I I I ~~=oo~ F ... ·~ '· § ' 1= = I 1 TYP TOP OF ROOF ELEV: 29'-B' A.F.F I" 2 TYP I II II Ill 3 TYP r LEVEL3 I n " n n C!l ""EL""Ev07: -:c+1""B'-~B'~A7.F..;.F ~,j- 12jTYP !j! x H1+---+H 5 TYP ~ 5 TYP 3 TYP LEVEL 2 ELEV: +9'·0" A.F.F EXISTING FINISH GRADE ELEV: ·0'·4" A.F.F WALNUT AVE ELEVATION CD ---------J 1 SCALE: 1/8" = 1'·0" 1 TYP -·· -+I f]'; -l-1 I I I TOPOFROOF ~ ELEV: 29'-B" A.F.F '1' .-" " ~II Ill= = ~~··· m , I ;c_ 1111 == .o, IlL JL II II I .... 2 TYP LEVELJ ~ ' ~=DO .. 1::: I I F-1= I'= r= 1= ~I II ~~ 3 TYP I= 1--I I flt--Hfj;=;;jj------1 5 TYP 4 r~~~~;lill'm~llllllR"1 ~1 t:~--j 2 TYP ~I B ~ ~ B ~ ~~-=· D.-I~==.·. 5 TYP F = I= D t--t:= i=D ,_ -. F 0 I 0 t:;::. -:-·b:-'1~·1-------13 TYP . I= ;=. I= L_ =~ TYP 1 II ' I I I I I I " " ~,. TYP 5 f------1--f~J .. J' 1 • .,..,.,.,.~,;;. II li1l II 3 ... ·.::· .. ·. TYP 5 1---H---!="~+tt~ ·. .. I 4 1---ll .. -~~ ~~~~~· :JII II!E.:JII I·· ... .. =D TYP 5 f-----H---if--.,--trrH-H .... TYP 1 1 TYP -·I- .... : ... ·.- I It:::::-' :: II ... . ·.·=c:::c::: i Hll 111=11 ! i 3 TYP 5 TYP c_'i; n_l-n o_n ~I ELEV: +18'-8" A.F.F 'I" i I ' I · !j! DO ,.. . .. 2 TYP ~TYP FINIS~XIS] !".'! .t, ELEV: ·0'·4" AF.F '-f' LINCOLN ST ELEVATION ® ------2 SCALE: 1/8" = 1'·0" II : Ill ' lll liF-'11 ' ... :. . ... I ........... 1 TYP I I II JJJ " " " " n~J-1---1 5 TYP '~-+---1 2 TYP TOP OF ROOF ELEV: 29'·8' A.F.F !I II II Ill t;, ~ -, r LEVEL 3 3 . ...CC!l ELEV: +18'·8" A.F.F lJj I (ffi-+ft-tit--#---1 5 TYP ~ ;:; 9 0 "' LEVEL2 ~ +-:oE'"'LE"'V,.-: +-=e•.::Co"~A==.F=:c.F-1'-1'" --. .. = ..,,_ .... 1 D .... 111--HI--lf--11--...flll:-=:11 ::E 1-~-=lj.-....jl.~..,jl D €+1--iKH-t--H---i 5 TYP TYP 3 f----71 ·:· ~-~ D :::O:o ::;::o =:::D -· = ~ ~ IB===4~=~=4=~1:::_::l.l ~ .~====~=~=4~~~ o0 === = ' I 1-- !E--;3 TYP EXISTING FINISH GRADE -, ELEV: ·0'-4" AF.F TYP 5 TYP 2 TYP 2 TYP 6 6 TYP 2 TYP 2 TYP GARFIELD ST ELEVATION ® ----------J 3 SCALE : 118" = 1'·0" KEYNOTES: OJ STANDING SEAM METAL ROOF COLOR: GRAY. (I] SIDING· HORIZONTAL COMPOSITE LAP SIDING W/6" EXPOSURE COLOR WHITE @] TRIM & ARBORS· COMPOSITE WOOD COLOR: WHITE IT] RAILING· 42" HIGH COMPOSITE WOOD COLOR: WHITE (§] DOORS & WINDOWS· ALUMINUM CLAD WOOD W/ DUAL GLAZING COLOR: WHITE m GARAGE DOORS· ALUMINUM FRAME W/ FROSTED WHITE GLAZING. BUILDING HEIGHT NOTE: ALL BUILDINGS SHALL HAVE A MAXIMUM HEIGHT OF 30'·0" FROM THE LOWEST POINT OF EXISTING GRADE OR FINISH GRADE. ROOF SLOPE MINIMUM 3:12 Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 WWIN.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03·22·2012 CDP,PUD,TM SUBMITTAL OB-14·2012 CDP,PUD,TM SUBMITTAL #2 12-05·2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 1-IAWKINS + HAWKINS ARCHITECTS RESERVES TI-EIR COw.ION-L.AW COPVRICHT AND OTHER PRDPtRlY RICHT'5 IN THCSE PLANS. THESE PIA 'liS AND DRAWINGS A""' NOT TO BE RE.PRO:lUCCD, CHANG:=D OR COPIED IN MY FORM OR MI\NJ\ER l'liliATSOFVER WI THOU-f1RST OBTAINJNG lifE l;.);~t:.SS WRITTEN PloHMIS~ION MDCO~SENT OF HAWKINS+ 11AWKINS 1\RGHITECTS BUILDING ELEVATIONS SCALE: 1/B~;: 1'-0" A2.1 TYP 2 TYP 1 I» T TYP 3 f--------71 Ill II Jl I -··· TYP 3 TYP 5 f--tt----ti~ TYP 5 __ . TYP 31--li TYP 1 TYP 31--~1 TYP 2 1---JF--~:: TYP 5 l---ID I Ell - D~ ==-r-1 =-~---· '---' c-o D ' TYP 5 .I I I I I I I I I I I I I II ' ' . • !1111111111' ,. 11m --1::: f:= .:::: ' t::: -' 1--!~ TYP 2 I I I I i :::::11 u : ...... I I I t::JI I! IIIII 1ll!lli I I 1111111 1111.1. I I I I i][llllllll:llllll 1 I Iilli wm I I 1 TYP 5 TYP nn11TTrrrnn1~~~~~~rn~ TYP 4 =" ::::·-·' 'I n " ==31 IE::= :~~~~l ::::. : ' - ··•··•··· 11111111 TYP 2 1----jj;~-_ ...... . 4 . ~ I ........ 3 TYP 2 n-----------------------------------------------------------------,TYP 3 _I ... IITiii I I . . . .. .. I . ·-. 3 . I I 1 TYP . . . . 2 TYP ---------~. ----· --~---------- ' r j1 Bl ~~~~L II ! I I It I mm' . '_L .. :- -""" I== lim 1 TYP u I I 2 TYP 1 TYP II= 3 • 1::: -EJ ........ ~lli1~e TOP OF ROOF ELEV: 29'-B" A.F.F ,._ LEVEL 3 (!) ELEV: +18'-B" A.F.F [ij J: LEVEL 2 ELEV: +9'-0" A.F.F f-lli'~=tf--++-J~ " -c='='""':EX;..,I::,.ST':-1 N;:;G~~ Di "' FINISH GRADE ELEV: -0'-4" A. F .F SIDE ELEVATION CD ---------11 SCALE : 118" ~ 1 '-0" 1 TYP TOP OF ROOF rrr 1 1-,-TTT'l"l-n-rTTTTT-r-r-lrrrrrTTTT.TT ---~E""LE'"'VC';;: 2i:-9,-B';;;;"~A.7F.'='F ~,t- LEVEL 2 ELEV: +9'-0" A.F.F j EXISTING FINISH GRADE ELEV: -0'-4" A.F.F NORTH COURTYARD ELEVATION ® ------2 SCALE: 118" ~ 1'-0'' TOP OF ROOF ----------~-·-.... ·---"-=~;;i';;;~;o­' i:LEV: 29'-B" A.F.F -----------------------· ·-· --.... --------5: -:::-=::-:c::-::::-:-::=- (9 ELEV: +18'-B" A.F.F ~ LEVEL3 ~ ~ -----I~EL;-;:E:;-;V.:-:+;;;9'-"'0'"' A"'.F"'.F,- LEVEL2 ~ EXISTING FINISH GRADE ------·---------------------------------·-· ---------------'k-;=;';=~~~o-ELEV: -0'-4" A.F.F 2 TYP WEST COURTYARD ELEVATION ® ------3 SCALE: 118" ~ 1'-0" KEYNOTES: OJ STANDING SEAM METAL ROOF COLOR: GRAY. 0 SIDING· HORIZONTAL COMPOSITE LAP SIDING WI 6" EXPOSURE COLOR: WHITE (!] TRIM & ARB DRS • COMPOSITE WOOD COLOR: WHITE 0 RAILING-42" HIGH COMPOSITE WOOD COLOR: WHITE [Ij DOORS & WINDOWS-ALUMINUM CLAD WOOD WI DUAL GLAZING COLOR: WHITE 0 GARAGE DOORS· ALUMINUM FRAME WI FROSTED WHITE GLAZING. BUILDING HEIGHT NOTE: ALL BUILDINGS SHALL HAVE A MAXIMUM HEIGHT OF 30'-0" FROM THE LOWEST POINT OF EXISTING GRADE OR FINISH GRADE. ROOF SLOPE MINIMUM 3:12 ---·-·---.. -- Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego,com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • • • CT 12-03 PUD 12-06 CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL#3 02-13-2013 PROJECT NO.: 1112 HAWKINS+ HAWKINS ARCHITECTS R~SERVES TliEIR CDMMON·LAW COPI'RH3HT AND OTHE:J~ PROPERTY RIGHTS IN TliES::: PLA'IIS. THESE PU>.NS AND D.'~AWNGSAR::: NOT TO BE REPRODUCED, CHANGED OR f:OPifO IN ANY FORM 00 WANNER WI-!A.TSOEVE'IWifHOlJI /"IHS"i 01:\IAININIO. HI:: EXPRESS \f/RITif.N PERMISSION AND Cot. SENT OF HfiWKJNS + HAWKINS ARCHITECTS BUILDING ELEVATIONS SCALE: 1/8":;:; 1'~0" A2.2 TYP 1 '"1~ 2 TYP TYP TYP 3 ~ 4 ' 4 11111'1 L w JlJI!l - TYP 3 TYP §II ' I§ 2 TYP ~11~11. ~ ffi--c 4 ~ ~ TYP 5 ' TYP 2 TYP 5 TYP 3 tJ 1- -...- ----' L- TYP 1 I I I I I I t::c:c . ·:-·:.·: ... -II .. : 1···=: . --- TYP 2 .. ~ t=: t=: :::: 5 --- t= t::: [J}--l ! 1=-•--"' ---_ ··J= 1-== .. .. I r ---I ... : II 1--:·:: ~~ (:.·:::::. [c::c_::::-::·· 3 ... rc:· ··:c:· F-· TYP 6 -. . ... ... . . -·:::.::: IF:J 1111_:_ ·: ~ --.. ---: II ---------·-...... ·---· ... -.. -----.. ------ . .. .·:: ·:. :::: .. .. ... --~:~~-~ 1'-::. ... ....... ::·• ... . :.:·:: --r , ____ -... . ., ------- -::::: --- '---~ 1-=• ........ ::::.cc 1;0 -- v TOP OF ROOF ELEV: 29'-B" A.F.F ,_ LEVEL 3 (!) ELEV: +18'-8" A.F.F w I ~ LEVEL2 $ ELEV: +9'-0" A.F.F .. :_ : ---.. -·-. --··-··· i'= EXISTING FINISH GRADE - ELEV: -1J'-4" A.F.F SOUTH COURTYARD ELEVATION CD ------1 SCALE: 118" = 1'-0" 1 TYP ~= ~~-~~~~-~~Is:-----........ u :.:: .. : ,_--..... _,_.:_u-: ~ ·.: .:.::· u: _ " --.... TOP OF ROOF ELEV: 29'-8' AF.F I I I -r-:::II Jlt= I -- I I IIIIIIIIIUII WJdl _1 J J l11111n 1~1, mil l!W 1 I I ~ . ' I= I= ............. ........ . ... . I I l I J L J --:3 IE dl II I II -- 5 TYPijj I WI All ~ ww nru 1 1 1 1 I~ I lWtmnm I 4 TYP 1iJ LEVEL 2 A-, --+-;E"'LE"-VT: +-:-;9;;';, 0;;', Ai'_Fi=-. F~?'~ I= :c E 1 'llf=.=~=9F==9F==9! 1= ~~-~'--t::±;;::j::;;jt:=:!lfEjL ____ jj_ EXISTING '-" -· ,-FINISH GRADE ' ELEV: -1J'-4" A.F.F EAST COURTYARD ELEAVTION ® -------12 SCALE : 118" = 1 '-0" KEYNOTES: ITJ STANDING SEAM METAL ROOF COLOR: GRAY. I}] SIDING· HORIZONTAL COMPOSITE LAP SIDING Wl6" EXPOSURE COLOR: WHITE ffiiM & ARBORS -COMPOSITE WOOD COLOR: WHITE W RAILING-42" HIGH COMPOSITE WOOD COLOR: WHITE [§_] DOORS & WINDOWS-ALUMINUM CLAD WOOD WI DUAL GLAZING COLOR: WHITE [Ij GARAGE DOORS-ALUMINUM FRAME WI FROSTED WHITE GLAZING. BUILDING HEIGHT NOTE: ALL BUILDINGS SHALL HAVE A MAXIMUM HEIGHT OF 30'-0" FROM THE LOWEST POINT OF EXISTING GRADE OR FINISH GRADE. ROOF SLOPE MINIMUM 3:12 Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Su1te 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT12-03 • PUD 12-06 • CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL#3 02-13-2013 --------------- PROJECT NO.: 1112 1-lAWKINS f HAWKINS ARCHITECTS RESERVCS THEIR C:OMMO~·LAWCOPVRIGI-<T .O.N.O OTHER PR.OPER'N RI:OHHi ll>llHES~ PLANS. THESE PlANS AND D~WNGS A~E NOT TO BE REPIIDDUCEO, CHANGED OA COPIED IN ANY fORM OR MA~N~R WrlATSDEVER W THOUT FIRST 013TAINING llil:: EXPRESS WRITTEN PERMISSION AND CONSEI.ff Of HAWKINS -t I~AWKINS ARCHITECTS BUILDING ELEVATIONS SCALE: 1/8'" 1'-0" A2.3 --------------~~ .. ~--~--!9i!--!!!lt--f.i!'E;-tF'· ---~-~--~~~----------------------------------- 1 11--~ P1 / ' LOFT ' \1 \ 51----*11 2 Ll ~~R~·~---------------------------------, ' i/ ' OFFICE! ' ' DEN \ \ ' ' BATH ' ' =c=-=--=-====k:J..--=======;_;cj-lib--=---=--=--'""""--~--~--~!,-!!,---=--~--=--=--=---=--='--'=--=--=---=============== =co=------·------- 51----~11 ENTRY --,- MASTER BEDROOM LIVING ROOM 1 ::----------------------------- lE---i 6 GARAGE LOFT OFFICE! DEN --------------------------- ~ I .' /i I \~ s ER D OOM L: -- ----, cu"~'l "'=-= -- ~ /i ' I ' / !I \ -II ' ."<1 B ~,Rc M I ·------------------ -------- MASTER CLOSET GARAGE ------ --,.. - [ [ - 61--~ ----. LOFT LEVEL 3 ELEV: +18'-B" A.F.F LEVEL2 ELEV: +9'-0' A.F.F -, ,_ HALLWAY DIR~5 -,_ EXISTING ----c c = = = =" = =" = = = = _,..,_,..,_,..,_...,_,..J_..,_.,. ____ , __ JIII_C,_,.,_,..:_u.,_...,_'-,_======='--=="'l===li;;===k'F 't--::E7'::EV;:-IN;:::I~7.~'-'-~;c, ~'-'-~=-'-~:::----1..,._ KITCHEN GARAGE UNIT A SECTIONS CD ------1 SCALE : 1/8" = 1 '-0" BATH MASTER BEDROOM LIVING ROOM IE-----------~1 OFFICE/ DEN 111~----+11----l 5 TOP OF ROOF ELEV: 29'-B" A.F.F LEVEL3 ELEV: +18'-B" A.F.F EXISTING FINISH GRADE ELEV: -0'-4" A.F.F -~-~-L!T-, 118_~=-~--o .. C_S_E_C_T_IO_N_S___:_(U_N_IT_D_S_I M__,__. )__,® KEYNOTES: [j] STANDING SEAM METAL ROOF COLOR: GRAY. [}] SIDING-HORIZONTAL COMPOSITE LAP SIDING WI 6" EXPOSURE COLOR: WHITE 0 TRIM & ARBORS-COMPOSITE WOOD COLOR: WHITE RAILING-42" HIGH COMPOSITE WOOD COLOR: WHITE DOORS & WINDOWS-ALUMINUM CLAD WOOD WI DUAL GLAZING COLOR: WHITE GARAGE DOORS-ALUMINUM FRAME W/ FROSTED WHITE GLAZING. BUILDING HEIGHT NOTE: ALL BUILDINGS SHALL HAVE A MAXIMUM HEIGHT OF 30'-0" FROM THE LOWEST POINT OF EXISTING GRADE OR FINISH GRADE. ROOF SLOPE MINIMUM 3:12 Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Strast, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAWKINS_. HAWKINS ARCHITECTS RESERVES THEIR COM,'J.ON-l.AWCOPVRICHT AND OTHEI1. PROPEll'l' RIGHTS IN THES~ F'W'.S. TliCSt PLANS AND DRAWINGS ARE NOT TD OE REPRODUCE:!, CHANGED OR COPIED !NA\IY FORM OR 11/ANN~R WHATSOEVER WITHOUT FIRST OBTAio.JING THE EXPRESS WKI-ltN Pi:.~MISSION AND CONSENT OF HAWKINS-HAWKINS ARCHITECTS UNIT SECTIONS SCALE: 118":;; 1'-0" A2.4 12'-0" ~-~ --------• ---u•---·------------------- ; ' I \ I , -'1<---~T--1 ' ! ' --I I 1-- I I I I I 1 I i I I i I I --_j ____ _ '-------------------l-- _1 I I I 2s·-o· ···~ ' I --;----~----, l! I + I I LOFT 12 X 16 I II Ill II CLOSET , 5x7 \IV /II / j11 II I • 1--... '' 8'-0'' , I i-! --- I I 12'-0" ' I '. t ' ' ' I 25'-0" 1-1----j---t----:-- 1 ··t------r -----ll-~-~~------+--i-+-+~--H1 I I I I ' 1--4--~-+----~:-+-~-+----!~.--+-r-+---,~:_ ~-r~L~ift 1 i I -i ~lJn • I ; i __ I I I i ' • i ' L__l __ I _jl_~-~~"""· ''' · __ ·-·~ 1.--, ~a- 1 I I I I I I t-- 1 I I I I I L_ Ll lNG ROC M 12 X 20 I I I I 'I I I ~ il \ I I I I -J MASTER BEDROOM 13 X 13 ,---------- CLOSET 7 X 13 I '=-.,I 0 0 0 [_] l 4'-0" J 21'-0" 13'-0" _j '-- DINING ROOM 10 X 12 ,_ = I .z ro KITCHEN 12 X 14 ,;y: I I I I I : POWDER ROOM MASTER BATH 6 X 12 ,---.,. ~( LEVEL 2 FLOOR PLAN ® --------12 SCALE: 1/4" = 1'-D" - -___g_ l 4'-0" 12'-0" FAMILY ROOM/ DEN/ BEDROOM3 12 X 14 25'-D" -1 J I I I STORAGE ---, _____ , GARAGE 20x20 21'-0" 13'-0" BATH 5x8 n \_j \0 EJ i >: LEVEL 1 FLOOR PLAN CD ---------j 1 SCALE: 1/4" = 1'-0" UNIT A1 SUMMARY LEVEL 3 LIVING AREA = 34 7 SF DECK AREA = 0 SF LEVEL2 LIVING AREA = 1,1 09 SF DECK AREA = 321 SF LEVEL 1 LIVING AREA = 664 SF GARAGE AREA = 445 SF TOTAL LIVINGAREA = 2,120SF GARAGE AREA = 445 SF DECK AREA = 321 SF Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITIAL 08-14·2012 CDP,PUD,TM SUBMITIAL #2 12-05-2012 CDP,PUD,TM SUBMITIAL#3 02-13-2013 PROJECT NO.: 1112 HAWKINS+ rlAWKINS ARCHITECTS R[;.SER\IE.S THCIR COMMON-LAW COPYRI8HT MID OTHER PROPO:RTY 'tiGHTS IN T~ESE PLANS. T~ESE PLANS AN:J ORAWI\IGS ARE NO'I 10 IJ~ I<I=PRCOUCED, CHMGEP DR i;QPIED It< /WV FORI<1 OR MANNER WHATSOCVC~ WITiiOOT fiRST DBTAININ:J TliC P\PRESS WRITTEN PERMISSION A~D CONSE'IIT OF HAWKINS+ HAWKINS ARCHITECl S SCALE: UNIT A1 PLANS 1/4" = 1'·0" A6.1 f I i I 13'-o~ ---~--- I', : bLOSET ~ ·. 5x7 Ill II I' II LOFT 12 X 16 / 12'-0" I ) I -I I I ----i I I I I I I I I I I J ! L; _ _L_l____ _ _ .l __L .... L .... L_. ________ , ___ c __ L_ __ , ____ __L_L ___ _.l __ _ 25'-0" LEVEL 3 FLOOR PLAN ® --------!3 SCALE : 1/4" = 1 '-0" I l 13'-0" DINING ROOM 10 X 12 r-t- 1 I ' I KITCHEN 12 X 14 ~@ @il~ POWDER ROOM MASTER BATH 6 X 12 ' 21'-0" 25'-0" 12'-0" ., I i ' t --+·'/:11 1.1111\1------1---i-· :---1·-·c I J ~ I I I -, ~ ~ ---j I v I LIVING ROIM 12 x20 I i\ Ill - I I II c.--------. ' ,;::=:::;, ...-------..-. MASTER BEDROOM 13 X 13 CLOSET 7x13 -l I I I I I 4'-0" l LEVEL 2 FLOOR PLAN ® ----------12 SCALE : 1/4" = 1 '-0" l ' 13'-0" BEDROO 2 12 X 13 BATH 5xB 12'·0" ,---------- STORAGE GARAGE 20x20 21'·0" FAMILY ROOM/ DEN/ BEDROOM3 12 X 14 l ' 4'-0" ' I ~ I I l ' -o ' ___ d LEVEL 1 FLOOR PLAN CD ----~--!1 SCALE : 114" = 1 '-0" UNIT A2 SUMMARY LEVEL3 LIVING AREA = 350 SF DECK AREA = 0 SF LEVEL2 LIVING AREA = 1,118 SF DECK AREA = 131 SF LEVEL 1 LIVING AREA = 670 SF GARAGE AREA = 447 SF TOTAL LIVING AREA = 2,136 SF GARAGE AREA = 447 SF DECK AREA = 131 SF Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAWKINS .. I~AWKINS ARCHIII:C rs R:::SERIJES THEIR COMMON-LAW COPI'RIGHT AND OTH$ rROPERTY RIGHTS INTHESI: PLANS. THESE PlANS AND DRAWINGS ARE NOT TO BE REPRODUCED, C~ANGEO OR COPIFO INAW FORM OR MANNER l'liHA'ITiOEIJER WITHOUT FIRSl UBIA.INING THE I'.XPRES5 WRITIEN PER~ISSICN fiND C:JNSENT OF IIAWKINS ..-HAWKI~S ARCHITECTS SCALE: UNIT A2 PLANS 1/4'1 = 1'-01' A6.2 14'-0" 1'-6'' 11·-o-1'-6" i L____ -.. ·n~.· -- i I i ' ' . -· I i • I ! i i ' i ! i l I i I ·,· ' ! ' i -"k----· ~t;;· ~1 ;;;1;_;;t;;::t:±~~~·;J' i i I I ~ 1,-----, oJ II 1 li I I - MASTER mE[lROOM 13 17 CLOSET ~ 5x9 ~ \_J\) ll----- -Hl---6-- ( DN I= I!J_ -,----c - -~ "k--~·~ ' ' i . '"-- MASTER BATH 6 X 12 l : .; i. +t--i --+---+-'+-IF'~/"""~i!ii-- i· I . i-·· I , , i , J ' I 5'-0" ! ' I I i ! ; ----t-1 -t·----;----1~1":1 ~'j l . . I I ! . 9'-6" l I I : . i I ' I 7'-6" ---------43 LEVEL 3 FLOOR PLAN ® SCALE: 1/4" = 1'-0" ··------ b -· "' I '- I I j-- -I I Ll I I i .D I I I I I I I I I , ' I 22'-0" 14'-0" ! ----+-1 -+ Ll lNG ROCM 15 X 17 ( ~-.S;. I . '~ ~_g_ (rF=+-. 1 I DINING ROOM ~-==n U--.+-'' 9 X 17 : I II I -, --T bd~ ~@ ®~ KITCHEN 15 X 17 D D [] D s·-o· UP ~' Y/ .,...., ____ _ f------· DN ~i.· J '\r. ---c==== ·= ~DER ' 4x~ ~ /""\ ~ c l !, l ~ ~-'t' i ! i 1 ! --,-- I ! I I I i I : . li_· l 5'-0" -'k----'k--. ---- l LEVEL 2 FLOOR PLAN ® ------2 SCALE: 1/4" = 1'-0" b _, " b ·' ~ N :~']I ·. I . ---·· I : [1~ s 0 14'-0" BEDRO M 2 11 X 13 BATH 5 X 13 22'-0" OFFICE/ DEN 9x17 GARAGE 20x20 8'-0" J I UP STORAGE ~-----------1 I I I I J 3'-0" J 16'-0" l 3'-0" J LEVEL 1 FLOOR PLAN CD --------11 SCALE: 114" = 1'-0" UNIT B1 SUMMARY LEVEL 3 LIVING AREA = 492 SF DECK AREA = 155 SF LEVEL2 LIVING AREA = 884 SF DECK AREA = 224 SF LEVEL 1 LIVING AREA = 611 SF GARAGE AREA = 461 SF TOTAL LIVING AREA = 1,987 SF GARAGE AREA = 461 SF DECK AREA = 379 SF Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 WINW.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 1-tAWKiNS + HAWKINS AKCHI! i;.CTS RESERVES THEIR CO~MON·L.AW COPY,11GhT AND on~CR PRDPr:R'N l~ICiiTS IN TH:OSE Pv.NS. TI-IESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, Ct-1.'\NBED OR COPIED IN ANY FORM 0~ Mlo.NI>IER VVI111TSOEVER Wll HOUl ~I~S I 0~ IAINING 1 HE EXPR=>S WRITTEI\ PERI.41SSION AND CO~SENT OF HAWKINS+ HAWKINS ARCHITECTS UNIT B1 PLANS SCALE: 114" = 1'-0' A6.3 . 0 _, "' • 0 _, 0 N I 20'-6" 12'-8" 9'-B" ..,1 '-6" l • ' ' 1-+----t ----------.. 0 ----- 1 I , __ , D 0 - Ill 1:1 ~[_ II . I I • i I MASTER ftEClROOM 13 16 CLOSET\ 5x7 ~ -- ~~~~-~--1-- . I ~-I [ i 1 ~~·------+-----~~--+---+~-!----· .. 1--~~~ -•. ~ I j i : I \-- ' 7'-1 0" I i I MASTER BATH 6 X 12 eN (J) (J) D ( ) ' gel., -'k--4---I , I I i I: I • I ~--~------------ L_. ___ , II ___ _L__J -L_L_L~LL~ -~~ ---I l 5'-0" l 8'-0" l 7'-6" l LEVEL 3 FLOOR PLAN ® ---------13 SCALE: 1/4" ~ 1'-0" -r i-- I I I L I '8 I I -- J 4'-3" 12'-B" LI~ING ROJIM ' 15 X 16 j r -- 20'-6" ~ = ---- 7'-10" UP 1 DINING ROOM 1 1 "==c+-JI 9 x 16 LJ-c-(f DN ~-~- KITCHEN 15 X 16 I D [] [J D I ----- 12'-0" I I _LI N f--_. F=== -~ ,~ ~-- f ~DER 4~ I :• 1 1-n I . I ' . I I ! I ' I 'Li ____ l __ : ______ --~----LJ 4'-3" LEVEL 2 FLOOR PLAN ® ---------i 2 SCALE : 114" ~ 1 '-0" b -· ~ N I r I 0 0 12'-8" BEDROQ•M2 11 X BATH 5 X 13 20'·6" ~ I LINEN OFFICE/ DEN 9 X 16 GARAGE 20x 20 7'-10" STORAGE WID -----------l I I I J 2'-3" 1 12'·3" J LEVEL 1 FLOOR PLAN CD -----~1 SCALE: 114" ~ 1'·0" UNIT B2 SUMMARY LEVEL3 LIVING AREA ~ 463 SF DECK AREA ~ 138 SF LEVEL2 LIVING AREA ~ 824 SF DECK AREA ~ 186 SF LEVEL1 LIVING AREA ~ 568 SF GARAGE AREA ~ 429 SF TOTAL LIVING AREA ~ 1,855 SF GARAGE AREA = 429 SF DECK AREA ~ 324 SF Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1 005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS . • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03·22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12·05-2012 CDP,PUD,TM SUBMITTAL #3 02·13-2013 PROJECT NO.: 1112 HAWKINS -t HAWKINS ARCHITECTS RES':AV=:i TI-EIFI CUMMON·lAW COPYRIGHT AND OTI-ER PROPERTY RIGHTS IN THESE PtANS. THESE PLANS AND 0."~1\/INGSARE NOT TO !lt REPRODUCED, CHANGED 0'1 COP ED IN ANY fORM OR MAN~ER WI-!ATSOE\IER W·THCUT fiRST 03TAINIJ\G THE i:.Xf'RESS Wl-41lTEN PERt..!ISSION AND CONS Em-OF IIAWKINS + IIAWKINS ARCHITECTS SCALE: UNIT 82 PLANS 114" = 1'-0" A6.4 J co 0 0 IC I 12'-0" MASTER BATH 6 X 12 21'-2" 9'-2' I r I ~~---------+ +.--+-+--+ i MASTER BEqROOM 13 X 1l H--+-+---i---1 : 1--Hv ' 0 ! ! '' J---~-_L____ ---·-L. .• ----------I_ -' !. ____ L __ _,_ __ ---'r r' ''_ ---+----1----+---:! I I I ___________________ I . ··' I : I L~J --~-' .. 7'-6" 9'-1" LEVEL 3 FLOOR PLAN ® ----------13 SCALE : 1/4" = 1 '-0" I I I I ' I 12'-8" ~ I ~ LIVING ROd 15x16' I I ~ 1::=:::--. 0 :;, I.=~: DINING ROOM I 9 X 16 @~ ~@ I KITCHEN 15x 16 jl D I + I • ' • LEVEL 2 FLOOR PLAN ® ------2 SCALE: 1/4" = 1'-0" 7'-10" U'P STORAGE . 20'-6" 12'-B" ~------ GARAGE 20 X 20 OFFICE/ BEDROOM3 9 X 12 ~EDHOClM2 11 X 12 BATH 5 X 12 ~----------l I I I I I I II I LEVEL 1 FLOOR PLAN CD ------1 SCALE : 1/4" = 1 '-0" UNIT C SUMMARY LEVEL 3 LIVING AREA = 463 SF DECK AREA = 138 SF LEVEL2 LIVING AREA = 824 SF DECK AREA = 186 SF LEVEL 1 LIVING AREA = 568 SF GARAGE AREA = 429 SF TOTAL LIVING AREA = 1,855 SF GARAGE AREA = 429 SF DECK AREA = 324 SF Hawkins+ Hawkins Architects 619.232.7700 lax 619.232.7770 www.H2Asandiego,com 1 005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 02-13-2013 PROJECT NO.: 1112 HAWKINS -t HAWKt\ISARCHfTECTS RESERVES THEIR COMMON-LAW COPYRIGHT AND OTHER PROf'!;.~ I 'I' ~IGHTS IN THESE PLANS TliESE PLANS AND ORAIII'IhJGSARE NOT TO BE R8'1WI.JUCEO, CHANG:ill OR COP,fD IN ANV FCR.M OR MIINNER Wl-l'ITSOEIJER WITHOUT FIRST OllTAI"'ING THE EXPRESS WRITIEN PERI .. SSION AND CONSCNT OF HAWKINS -t IIAWKINS ARCHITECTS SCALE: UNITC PLANS 1/4. = 1'-0" A6.5 1~ r • ~IN I ~ I 12'~8" l r-------·---------; I I I 1-1:--.11--+~--+i _,!_ -+--+-1 I I I I -----+ ---1-!~-___,·;----1-1---+--1 ----1 I · , · -1 ---11+,----1 ' ! ' I MASTER BEDROOM 13 X 15 7'-10" '--II----€J-----j DN 0 ( Ill Ill CLOSET ~-----c---IIL-~8---. f-----· ~ =· . i ' I • ~ . ' I I··-···~· ----1-----·l' --1---+----· [ 1 : I <---r, --!····"· 1t----+' 1 --,..--. I I 1 ' MASTER BATH 6x12 0 Q) D ~ I l i I . '., I l 1 I i---~--+-+1 -.... 11 ,-t-----L-L___.L _____ , __ , ~_j ____ t; __ .J ___ . , 1 ,f-f i I I. i ! .. , I I I I I , I - r -- ! I ' l ! J~ I I .... ... . . .,. . I ' '' _;_ _ _L ____ L -' -... ' I i : l l 7'-6" LEVEL 3 FLOOR PLAN ® ---------13 SCALE : 1/4" = 1 '-0" . 5' "' n I I fk9' I I I ~L - I J 4'-3" 12'-8" Ll lNG ROC M 14x 16 ' 20'-6" ----- I \ 1 DINING ROOM I , ll=rf-JI 8 X 16 I ~ KITCHEN 14 X 16 l o-e 0 [] 0 12'-0" 7'-10" C~F--· - I :E::::::=I UP ' f---±-- 1------l,, DN i~ --- ---~ = l 4'-3'' LEVEL 2 FLOOR PLAN ® --------12 SCALE: 1/4" = 1'-0" b ' ~ N b ' ~ N 20'-6" 12'-8" ,------l p q I ; [] I : ~ Jl BEDROOM2 12 X 13 L-..._.L_ ____ __J C5l CLOSET 5x8 BATH 5 X 12 I 0 0 LINEN' I l2'-3" l GARAGE 20x20 16'-0" 7'-10" ,---, UP I l2'-3" l J] 'I LEVEL 1 FLOOR PLAN G) ---------i 1 SCALE : 1/4" = 1 '-0" UNIT D SUMMARY LEVEL 3 LIVING AREA = 462 SF DECK AREA = 142 SF LEVEL2 LIVING AREA = 741 SF DECK AREA = 186 SF LEVEL 1 LIVING AREA = 485 SF GARAGE AREA = 429 SF TOTAL LIVING AREA = 1 ,688 SF GARAGE AREA = 429 SF DECK AREA = 328 SF Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITIAL 08-14-2012 CDP,PUD,TM SUBMITIAL #2 12-05-2012 CDP,PUD,TM SUBMITIAL #3 02-13-2013 PROJECT NO.: 1112 rlAWKINS + HAWKI.~S ARCiiiTECTS RESERVES THEIR COMr.tO'HAWCOP'I'RIOHT ANOO":"HER PnOPERTY !l OliTS IN THESE P:..ANS. Tl-tr:SE PLANSANO ORAWINOO ARE I'> OTTO B~ REPROOUCEJ, CI1MGED OR COPIED 1r-. ANY FORN OR MANNER WHATSOEV;;J<. ii\PITHOJT 0IRST OBTAI~ lNG THE U--'!<lSS WHII TEN PERMISSIO!.IA'ID CONSENT 01' iAWKINS + HAWKINS ARCHITECTS UNIT D PLANS SCALE: 1/4" = 1'-0" A6.6 I I I I I ' I 0 ' N I M I I 9 f--N N I 3'-3" r --- I I I l I I I_ i I I ' --}- '""-I 0 I Ill II 11 1 II Ill II II 8'-0" cu:jsET 9x7 I I I / / MASTER BEDROOM 14 X 16 9'-0" I I I I I I _j I I I I I I I _L__j --------13 LEVEL 3 FLOOR PLAN ® SCALE : 1/4" = 1 '-0" 3'-3" KITCHEN 9x 12 POWDER ROOM 24'-3" 14'-0" DINING ROOM 10 X 12 0 D D II V I L__ __ I LJ(iJNG ROC M 1"15x15 - _ __j LEVEL 2 FLOOR PLAN ® ----------12 SCALE: 1/4" = 1'-0" 3'-3" l ,~ ---- ' LINEN 10 12 21'-0" GARAGE 20x20 ---~ LEVEL 1 FLOOR PLAN CD --------11 SCALE: 1/4" = 1'-0" UNIT E SUMMARY LEVEL 3 LIVING AREA = 525 SF DECK AREA = 90 SF LEVEL2 LIVING AREA = 673 SF DECK AREA = 70 SF LEVEL 1 LIVING AREA = 514 SF GARAGE AREA = 481 SF TOTAL LIVING AREA = 1,712SF GARAGE AREA = 481 SF DECK AREA = 160 SF Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL#3 02-13-2013 PROJECT NO,: 1112 -iAWKINS + HAWKINS ARCHITECTS RESERVES THEIR COMMON-LAW COPI'RIGfiT At.lD OTHER PROPERTV RI3HTS IN ThE SO: Pl-1\NS. THESE "WINS AND DMWJNG!': ARE NOT TO BE REPRODUCE), CHANGED OR COPIED JNAI-N FOR/lA OR MANNER W"!A":"SDEVE:R WITHCUT FII'.ST OBTAINING TliE EXf'HioSS WRIIE~ PERMISSION AND CONSENT OF HAWKINS i I-IAWKINS ARCI-JITECTS SCALE: UNITE PLANS 1/4" = 1'-0" A6.7 REFERENCED DRAWINGS: MAP 1681 CARLSBAD DWG. NO. 401-2 CARLSBAD DWG. ND. 245-4 CARLSBAD DWG. NO. J.1B-9 LEGEND DESCRIPTION SUBDIVISION MAP BOUNDARY EASB£NT LIN£ £XIST. CONTOJRS I.R>JIT MJMBER PROP. CONTOURS £XIST. £DG£ OF PA VE:MENT CENTEALIN£ SLOPE GRADING PER ADJACENT PRDuECTS PROPOSED RETAINING WALL EXISTING STORM DRAIN EXISTING SEW£R MAIN EXISTING WATER MAIN HATCH REPRESENTS BIDRETENTION BMP AREA NOT TO eE MODIFIED WITHOUT Tlf P£R/oiSSION OF Tf£ CITY HATCH REPRESENTS P£RVIOUS PAVE:AS HATCH REPRESENTS PCC PAVING EXISTING F£NC£ FLDWLIIE/ DRAINAGE DIRECTION DAIV£WAY APPPIJACH CDNC. CURB S GUTTER J" WA TEFI SERVICE 4" SEW£R LA TEfiAL £XISTING POWEFI Pa.E PROPOSED POWER POLE EXISTING STRE£T LAI-P & POWER POLE PROPOSED STREET LAW S POWER POL£ PROPOSED FIRE HYOFIANT £XI5TING FIRE HYDRANT PERFOFIATED 4' PVC PIPE FOR JOO YFI PEAK STDFH MITIGATION 4" PVC PIPE FDA DRAINAGE CDINEYANGE STD. SDRSD G-!4 SDRSO G-2 WASC W5-0J 1/ASC S5-0J SYMBOL ----- LOT4 -:ow--77T-----;vr~---- y y y --s---:s-- --w--~ ·W--- I ' -.. / -x---x- --···- 0 @ -a- --e- ~ ; --------- -----------------· VICINITY MAP NOT TD SCALE" ----~ -- DEEP-ROOTED DROUGHT TOLERANT PLANTS FOR HELL-DRAINED SOILS DR CITY APPROVED EOOIV. BIORETENTION RISER OVERFLOW INLET TG -10" ABOVE GRADE BIORETENTION DETAIL TENTATIVE MAP 201WALNUTTOWNHOMES CT 12-03/ PUD 12-061 CDP 12-17 I ~_r-SUBDIVISION r BOUNDARY SCALE: 1" 2' CT 12-031 PUD 12-061 COP 12-17 GENERAL NOTES LAND USE RESIDENTIAL NUMBER OF LOTS 3 LOTS SEWER DISTRICT CITY OF CARLSBAD WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHONE CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTIRC PACIFIC BELL CATV DRAINAGE BASIN FIRE DANIELS CABLEVISIDN BATIQUITOSISAN MARCOS CREEK CITY OF CARLSBAD AVERAGE DAILY TRAFFIC GENERATED PROPOSED DENSITY 140 TRIPS (14 If 10 ADTIDU) 17.9 DUlAC PROPOSED # OF UNITS 14 UNITS TOTAL: 14 UNITS EXISTING ZONING R-31 BADZ PROPOSED ZONING R-31 BADZ EXISTING GENERAL PLAN DESIGNATION RH PROPOSED GERNERAL PLAN DESIGNATION RH SITE ACREAGE GROSS 34,083 SF (0 .782 AC) NET DEVELOPABLE 34,083 SF (0.7B2 AC) EXISTING IMPERVIOUS 3,778 SF (0.087 AC) ADDITIONAL !!>PERVIOUS 16.713 SF (0.3B4 AC) PERVIOUS 13,592 SF (0 .312 AC) DISTURBED 34,083 SF 10.782 AC) PROJECT GRADING CUT = 2,100 C.Y. FILL = 100 C. Y. EXPORT = 2.000 C.Y. VOLUME OF CUT (PER GRADING PLAN); 2,100 CY VOLUME OF OTHER EXCAVATIONS: 300 CY TOTAL GRADED AREA: 34,083 SF (0.782 AC) 2.400 I 0.782 • 3,069 CY/ACRE 3,069 CY/ACRE < 5,000 CY/ACRE, THEREFORE ACCEPTABLE PURSUANT TO C.M.C. 21.95.120 (D) (2) THESE QUANTITIES ARE APPRDXIMA TE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING. LEGAL DESCRIPTIO~ PARCEL 1: A PORTION OF THUM LANDS. TRACT 216, IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 1681, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DECEMBER 9. 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACATED BY RESOLUTION NO. 96-59, A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, A CERTIFIED COPY RECORDED APRIL 2, 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS. ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 1B, 2007 AS FILE NO. 2007-0261639 OF OFFICIAL RECORDS PARCEL 2: A PORTION OF THUM LANDS, TRACT 216. IN TPE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DECEMBER 9. 1915, AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18, 2007, AS FILE NO. 2007-0261640 OF OFFICIAL RECORDS PARCEL 3: A PORTION OF THUM LANDS. TRACT 216, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1681. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9. 1915. TOGETHER WITH THOSE PORTIONS OF WALNUT AVENUE AND LINCOLN STREET VACATED BY RESOLUTION NO. 96-59, A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, A CERTIFIED COPY RECORDED APRIL 2. 1996 AS FILE NO. 1996-0163578 OF OFFICIAL RECORDS. ALL AS SET FORTH IN THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED APRIL 18, 2007 AS FILE NO. 2007-0261641 OF OFFICIAL RECORDS EASEMENTS: ITEM 4: SAN DIEGO GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES , INGRESS AND EGRESS REC APRIL 15, 1996 AS INSTRUMENT NO. 1996-0184460 OF OFFICIAL RECORDS TOPOGRAPHY DATA: AERIAL TOPOGRAPHY OBTAINED FROM TOWILL SURVEYING DATED MARCH 22. 2007 & FIELD METHODS OBTAINED BY PASCO LARET SUITER & ASSDCIA TES DATED FEBRUARY 17, 2012 OWNERS STATEMENT: I HEF£BY CDNS£NT TO M FILI/>G OF THIS Tt:NTATM MAP AJ TANGSOC WALMJT /lEACH TDWI'HJMES. LLC P .D. BOG j25Q8 SAN DlEGD, CA. 92H2 DATE: ~ ~ § ~ ... .) :::s ~ •• a ~ JJ:; ~ ~ l' ~ ·.a 0 .a ~ ~ F=i -s "' ..... m ..... .... 0 Ui ... < Cl SHEET 1 § ~ C) J ~ ![ -< ..... 1:1 ~ ~ ... ID z "' "" 0: Cl . 0 N II ' ..... Ui _J "" u rJl OF 5 SHEETS PLSA 1939 I ' ; I I I I -r ' I ! ! I ! I ' ; ! ; ' I ; -,---- ' i 1 \ h--- 1 ' I 1(55 "57 '37 "E 2.66 ' I I / l I _J.__ \ ··-~> I n \.../ I ! I I I \ \ EX 6" WATER MAil~-.. -_> ·- GRAPHIC SCALE ,, 1"=10' ~· I -. ~--· .. . I , i:.. .• . ...:.""~ .. ---'1--, -~+--L i :.~~ t 2' MAX OVER1AN3 AT SETI3ACK ' I FS 57.8 1.'··--';:: f '<J_.Ir·) . . ·--~~ 'J ;., . ' (""''' .. ) ~ . I FS 57.9' / .... R OOHNSPOUT (TYPICAU 1-AI FF=585 PAD=se.o .... @ FG 57.5 ' ' . \ \ FS 57.9 6-BI FF=5e.o PAD=515 TENTATIVE MAP 201WALNUTTOWNHOMES CT 12-03/PUD 12-06/CDP 12-17 / / / I 5-BI A==51.5 PAD=51.0 \ i I II / ., -_I_ -r ,) ;> f / / I / / / (-) 0 / ,-, '· ) / / / cJ /i >1 / / I I I I X I. \ / \ I I I I I \ \ I I I I I . ', \ ------~-~~~~-~--------".c,---··--------------------------------~--------" ' -· ' ., 56.9 ' \ \ \ ' -' . .I ,, DOWNSPOUT I (T'(PICAU BfJ[fTENTIDII Af£A l;.?a P. TIFIW5 i 4-BI FF=51.0 PAD=56.5 GF=56.5 I \ ' . " \ }A!ALNUT AV ~ ', \ 00111/SFWT !TYPICAL) BIOf£TENTION Af£A C33 PART fF !If' 5 3-BI FF=565 PAD=56.0 GF=58.0 .('' <) ;::' '·.) I J»>NPPOJT (TYPICAU BIIHTENTION AREA C38 PART fF IW 4 1 2-BI FF=56.0 PAD=55,5 FG 55,5 PLAN VIEW-TENTATIVE MAP SCALE: 1 "=iO' \ \ / / \ \ I-A2R \ 55.4 \ / I I / / / I / I I / I ' \ \ I I I I ! I I I I I I I I I I I !:'· ~) /". ~/ '_;:.. ·~) SIGHT LI/£ -\- c l ) /-,, .. I j <l 0--EX 6" WATER MAm :E CT 12-03/ PUD 12-06/ COP 12-17 I ___ _ ----~ <' u/~) '-.. ...' ' '•5 ----J\-~W:.?Ifnc: i,- Ul POSTIL'IEL ' (INIITIGA G!OO = 2.9 Tc = 6.8 H / I / ! / / / / / Cl u en if ~ § FF=55.5 P~=55.0 \, ~·t;·."·gf~;if1J..._;j~!iT!eA"& ' ~~ ~C) ~ 1 ~a TliiiFG 55.0 Blli!fG 50.6 HATCH FEPFESENTS BIOFETENTION 814' A1E4 (TYPICAU RAISED DECK -l11t.h&'i'J PER LANJSCAPE . ·I I I I· [fl \ 7 I ' ', ) (f) OWNERS STATEMENT: ', \ r z 0 () r z l5l -1 I f£FE3Y CONSENT TD Tl£ FILING DF THIS TENTATIVE MAP ~-~-,,, ,TOWNHDI£5, llG 92JJ2 I I DATE; j I / I I / __ .\-.- I I I ,. -4 ~ 0~ C'.l~ ~ 0 w 1-< 0 SHEET 2 <( Ill I 0 ru II ' ... I L ,, --~---'--; f c) i / I / il /i I I I ' ' ! G\ )> !D l1 m r tJ ' '· ' ) { .J .I '( '(" / / / .(' / _.!..;-' l r·-, j \! '-J 0' :·:-- ··~ / I ' ' i I I I L :>: 0 './ -· 0 '-...i .• -l', ·,_) .(· ! ' ..-- j ~~-) 'J . ·;: 'j' I I (' _/ ~/-,!' __ _ ,.-· '"' ' ·' ~--r-, i---~ L_.J l j ~- '[] [ r .•1 . ~t-c-~rl~G 1 '--"-___.. TWI!FS 58.7 BWfi 58.7 v _;; " .... _ ,, ·-~ ,. v FS 57.9' I / / / FLO!t_I/E ITYF'ICAIJ.~ / / / / / I / / / FG 57 .. 5 FS 57.B / / / 8-AIR FF=5e5 PAD=5B.O -· FS 57.5 TWI!FG 59.3 EMI!FG 57.9 C1-E FF=5e.O PAD=515 FS 57.5 ., f • 'I .. ,. --W55'56'i2'E-g;lli' T'III!FG 59.3 fMI!FG 57.4 I I I I '~-~~L-------------------J / ~~~~._ I I ' ' ·, I I I I I I+ I I I I I ic}J ' ()I <' •.) > \ I ' _:,---. ' ,( . ' -r-- \ \ . _) I • ' ,--\/ '·' '· TENTATIVE MAP 201WALNUTTOWNHOMES CT 12-03/PUD 12-06/CDP 12-17 TW1!FG 59.9 Bwt!FG 57.3 \ . ' i / .--\--" I : . ,, ' .. \_' 1._ r. ~ -/~ ~-...( "! I \ I I \ I I ' ' \ \ \ \ \ (/) J '\i . ' ~· ' I FG 55.0 <· '._.,';-~ .. ,___J I ·.::;,·'1 ..--------' PLAN VIEW-TENTATIVE MAP SCALE: j"=10' I FG 55.5 10-D FF=56.0 PAD=55.5 II-B2R FF=56.0 PAD=55.5 12-B2 FF=56.0 PAD=55.5 13-B2 FF=55.5 PAD=55.0 14-G FF=55.5 PAD=55.0 3' MAX /~·--~ i / GRAPHIC SCALE I . .. ,-::r-I . :!· I {..., -1 ~\ I ' I \_I \ <' _J---<,_) ;:· u 1 "=10' rrilf2R!._ -~~111111 ~~~IIIli 0 10 20 30 I I I ., . , I 'Ul I IY I I I i I I I I ) J FL \ I tO' HIN IXTBACK · I I I ' . I I r-··? 1-.. ~ I i I• ) ' / '·--. _ _..>' I I I co LO LC I v' ,, ,/ / r z 0 () r z {jl -1 EXIST B"VCP S8ifR MAIN PER DWG SliT 15 ------ ' ·- ·. •. SIG IT LINE UJ OWNERS STAJEMENT: I /£REBY CONSENT TO Tf£ FILING OF THIS TENTATIVE MAP i I \ I / 0 [] ' I > / ' ( DAlE: CT 12-03/ PUD 12-06/ COP 12-17 / J ' ' I I I ./ ! I / [ __J_ ' I I LLI 1--::I en 1- LLI r:t:: ~ 0 u en f ~ § ~~ tJ :s l ~a .... :::2 ··~ ~ c~ ~~ ... .. m :Z "' H rn w " "' ... . m ... . .,. 0 ~ .. 0 SHEET 3 OF 5 0 N II ' ... ~ .. '-' "' TENTATIVE MAP 201WALNUTTOWNHOMES CT 12-03/PUD 12-06/CDP 12-17 BIJIJNDARY CENfEFVJE SIHJIVISION~ ~ GARFIELD ST. I• 30'f 'I UNIT 7 GARAGE S!l.ID LifE FEPFIESENTS PROP0'3£0 FJNISI£D GRAfE SUlOIVJSION\.1 BOIJil)ARY I I 4" AC OVER 6" fUSS II AB SAifCIJT ~. BOUNDARY , Y'IALNUT AVE UNIT 6 PCC OOIVEIIAY FS 57.5 CROSS SECTION A CENTEFLIIE SUBDIVISION~ I. 30± "I UNIT 3 / J.o. I GRI/>ll & OVEH.AY ":Jr-*'!!!!!!F..-J~ TO CENTEfl_IIE AS /'£CESSARY PER CITY ENGIIEER SAWCUT 4" AC OVER 6' CLASS II AB CENTEFLIJE ---l SUBDIVISION~ I BIJINJARY ');:: I I Y'IAL"!: AVE I GRI/IIJ & OVEIL4 Y TO CfNTEII_IfE AS /'£CESSARY PER CITY ENGINEER SAWCUT H2' 4" AC OVER 6" CLASS II AB 20'f 1.0' ' BIMTENTION /314' AF£.4 855 PART CF lJoP 2 ' UNIT 2 BIOF£TENTION 811' AIEl FG 52.5 Biii£TENTirJI 811' AFEA ClB PART OF Ill' B CROSS SECTION B DASi-£0 LifE FEPFESENTS EXISTOO CONDITIONS GARAGE CROSS SECTION C FS 52.4 CROSS SECTION E 3" PVC PJF£ Biii£TENTION /314' AFEA C23 PART OF lJoP B CROSS SECTION F OASi£/J LifE !£'RESENTS EXISTII\G COMJITIONS PERVIOUS PAVERS PCC~-- SCALE: 1 "'=20 ' SCALE: 1 "=20 ' UNIT If UNIT 12 FF=55.0 SCALE: 1"=20' UNIT 13 I• I 4" AC OVER 6" CLASS II AB SUBDIVISION~ BDINJARY 1 I UNIT 14 BIOF£TENTION /314' AI£A B2B PART rF lJoP 2 SCALE: :J"= :JO ' FS 56.4 Biii£TENTIDN 811' AIEl C2B PAHT rF Ill' 5 SCALE: :J"-:JO ' '--BIIOfl'TfNl'ION /314' A!£A C33 PART rF I1f' 5 GRIJIJ & OVEH.AY TO CENTEFLIIE AS /'£CESSARY PER CITY ENGINEER Tii!!FG 60.5 I I I CONSTR!£T f£TAINING WALL CONSTRUCT F£TAINOO WALL FS 522 BIOF£TENTION /314' AF£.4 A3.? PART OF lJoP l HALNUT AVE TG 52.8 DASI£J LifE f£/'f~~NTS-_j EXISTIN6 COJoiJITIONS Biii£TENTION /314' AIE4 A25 PART OF lJoP l CROSS SECTION D SIJ3IJIVISION-----. I BDWJARY "' I UNIT I I CROSS SECTION G "--· ! ..... -,, SLIJDIVISION~ ! ' "-BOlMJARY UNIT II ~· I I FF=56.0 i-FENCE CROSS SECTION H I BIOFEIDITIC# /314' AI£A AlB PART rF lJoP l 8Iii£TENfiON 8'1' AIEl FS 52.1 SCALE: J"=10' UNIT I LINWLNST CfNTEFI..I/'£ --1 I IE 50.6 SCALE: J"= 10 ' CENTEJl.JJ£ ~ LINCOLN ST I SCALE: :J "= 10' 'i I Ro I w SUBDIVISION ~ BOUIIJARY 60' I 1.2' 18' 20' 12' ·-~ ..... '·~ " INSTALL SI.lEI'IALK EXIST 4" AC OVER 6" CLASS II AB IMINIMIMJ GRIND & Dvrn..A Y TO CENTEFLIIE AS IECESSARY INSTALL G-2 CIA1B & I3UTTER SAIICUT TYPICAL SECTION: GARFIELD ST SCALE: 1"=20 ' RoW CENTEFl.IJE Ro f SUBDIVISION lw BDIJilJARY I• 30± J I • 40'f ' I I 20'f 20'f I ,~ .... 1.0' '\~ FS 5!.7 9.3% y ... ~ 'li INSTALL SJJJEWALK 4" AC OVER 6' CLASS II AB SAifCIJT ... -- 2% -----·----<:>.,. ---~ EXISTING G--2 CllFll & GUTTER EXIST 4" AC OVER 6" O..ASS II AB (IIINIHJ/of) GRI/'ll & Dvm.AY TO CfNTEFLIIE AS /'£CESSARY PER CITY ENGI!ffR TYPICAL SECTION: LINCOLN ST SCALE: 1"=20' Row a:NTEFLJJ£ Ro I.:-SUBDIVISION I w r BIJJNJARY I• 30 ± , 1'------"'40"'±----'"il 'i!(-1:;._ I to· 20';: 20'f I. 20'f ·vi ~ "( FS 5l.7 . 9.3'f '~/. ... ~ . ....: :._ __ c;_c: --: .. c..=' 2% ---·<:'-.,. ~ ~~ '\ INSTALL SI.lEI'IALK 4" AC DVEFI 6" CLASS II A8 SAifCIJT EXISTII\G G--2 CJR8 & GUTTER EXIST 4" AC OVER 6" CLASS II AB IMINI/oMoO GRI/>ll & OVEJL4Y TO CENTEFLJJ£ AS /'£CESSARY PER CITY E/'l!I!ffR TYPICAL SECTION: WALNUT A VB INSTALL OCCOF/ATIVE PERVIOUS PAVERS BY ACKERSTO/'£ OR CITY APPROVED E(}UIV 2" IJEIJDING PER MANIF ACTURER 'S SPECS SCALE: 1"=20 ' TYPICAL SECTION: PAVERS DETAIL SCALE: 1 "=2 ' CT 1.2-03/ PUD 12-06/ COP 1.2-17 Cl) <U § ~ § ~ .... y) ~ ::s ~ l ~ a ~ d' ~ ~ ... ::::1 ~ T ~ ~ ·.a 0 s ij ~ ~ E.;:j "' ... -a m N ... II . ' .... ... 0 w w .J 1-... ... u a UJ SHEET 4 OF 5 SHEETS PLSA 1939 r- 1 I . I~ i 1 l ' r i I I. j l k :-; .. § IMP 6 DEEP-iiOOTED DROUGHT 1 TOLERANT PLANTS FOR WELL -DRAINED SOILS OR BIORETENTION RISER --, I T ·~n E OVERFLOW IMET CI y APPRO,.., rl/JIV. TG -JO" ABOVE GRADE RETAINING PER PLAN ;..t~r ·2"HAF ~UJ.I c'A0'Pi>VEmR1VFD~-~= cENT ~~SUBDIVISION r BOUNDARY ,1· <"-. ·;· I , • '-, 4 • PVC PIPE FOR i I ' I I I I, I ,PI + SIDENALK UNJJERDRAIN · .. >. I j ~ . ' FOR OVERFLOW SYSTEM · · . · 'fn' /; 10.1 /MIN • ~\ ... , I I~ II 4" PVC til:: I wt=l:N. , '-.· 1 I I ,., I, I , I' I ~ iff: ' 1 ' ' i I ·,:=:1 I' ' II I . ' . ' ~IPE-~/'.qTFI.f '·. 1, 1 ,II : .I I '· I ! I !I l~ei; :, .. ,: , btu'~" . '· 'I ' .. ,·.·,.I ,1! I I· 1,1 "'' , ""'""'"' ., · ~ ~rn .. 1'/:il . ; ~ "II: ; : j! I. 'I I' !! '· 1/! 1 i li=i' 1 ·>~ ~· ·.". e •' :•,.o ','",'C ' I i i /"lit 1 1 1"-, I_: •· _': .. _-; •• • ,: ! ~A GRAVEL i\ . S ·. , .. . ' L-·_1' :'"-4~. '" "co STORAGE ·. ·~·· :: · . ·. , :· '. I., 1:·; · 1 ~~~fGI iOO YR PEAK I!" . '. • ·· • · HEDPIPE 1•, "<~ ·.. " ' I i ~,;OUTLET) *_til':!'!"'"'tvuuN ' , JI-;·f~Yfi'Bfi~![_SHALL BE MINIMUM 24" DEEP ~·~• -;,;·,;,;;· ~m " "" 5% CLAY CONTENT. THE MIX SHALL COOAIN'::' !! Ji~L~~ HARIJWOORD Ml.A..GH. AND 20-30% _cl..! lEE £ ro/iit TUMPt nuu,., OR SIMILAR OBJECTS. AND ALSO FFff 0 WEEDS. BIORBTENTION DETAIL SCALE: .1 "~2 ' \ \ \ \ ____ j i i b 1,~~~tw~~ \ \ l liP ·j I \ \ v \ IMP 1, BIORETENTION BASINS AlB, A25, A32 SOIL DMA DMA NAME AREA DMA PPST RF Rf • TYPE AREA A I AI 35b pp 0.1 3b A2 b4 PCC 1.0 b4 A3 430 BLD6 1.0 430 A4 1004 L 0.1 100 AS lOB PCC 1.0 lOB Af> 21 L 0.1 3 Al 44B pp 0.1 45 AB b4 PCC 1.0 b4 A'l 431 BLD6 1.0 431 AIO 111 PCC 1.0 Ill All IB L 0.1 2 Al2 "'E> PCC 1.0 Al3 512 pp 0.1 B1 Al4 64 PCC 1.0 b4 Al5 430 BLD6 1.0 430 Alb 5b1 BLDG 1.0 5b1 All 3b PCC 1.0 3b AlB 24 BR 0.1 2 AI 'I 83 PCC 1.0 B3 A20 54 L 0.1 5 A21 5b1 BLD0 1.0 5b1 A22 53 PCC 1.0 B3 A2:J IBB L 0.\ I<! A24 3b PCC 1.0 3b A25 15 BR 0.1 2 A2b 5bl BLDG 1.0 5b1 A21 gq PCC 1.0 ""' A2B 3b PCC 1.0 3b A2'1 B33 L 0.1 33 ABO 5b1 BLDG 1.0 5b1 A31 3b PCC 1.0 3b A32 121 BR 0.\ II A33 "'" PCC 1.0 'I<! TOTAL 4,"12B PROPOSED IMPERVIOUS AREA = 3,<!B2 SF MIN TREATMENT AREA= 3,"132 • 0.04 = 151 SF fOR HMP SUBTRACT EX IMP. AREA THEREfROM, EX\5TIN6 BLD6 -2,505 SF EXISITN6 GONG -545 Sf IMP MIN PROP SF AREAAREA TOTALII.B1B I 0011 IBI I lbO liMP AREAl IMP 2, BIORETENTION BASINS B22, 652, B5b SOIL DMA NAME Bl B2 B3 B4 B5 B6 Bl BB B'l BIO Bl\ Bl2 BIB B\4 Bl5 Bib B\1 Bll'l Bl<f B20 521 B22 B2B B24 B25 B2b B21 B2B B2'1 B30 B31 B32 B33 B34 635 B:J6 B31 B3B B3'1 B40 B41 B42 B4:J B44 B45 B4b B4l B4B B4'1 B50 B51 DMA AREA 22B 421 324 2/'l IB 534 4b2 11B 3B4 b4 430 152 2/'l 144 36 3B4 144 4BB II>B 1,211 43\ 4BI 5"1 Bb 3b 100 40 21 64 3b b4 3b 12 143 :JB5 b4 \30 31 3B4 12B bb 541 222 4b2 4b2 4b2 4b2 4b2 441 DMA PPST RF PCC 1.0 L 0.1 PCC 1.0 pp 0.1 L 0.1 BLD6 1.0 BLD6 1.0 L 0.1 pp 0.1 PCC 1.0 BLD6 1.0 L 0.1 PCC 1.0 PCC 1.0 L 0.1 pp 0.1 PCC 1.0 pp 0.1 PCC 1.0 pp 0.1 PCC 1.0 BLDG 1.0 BLDG 1.0 L 0.1 PCC 1.0 PCC 1.0 L 0.1 BR 0.1 PCC 1.0 L 0.1 PCC 1.0 L 0.\ PCC 1.0 L 0.\ L 0.1 L 0.1 pp 0.1 PCC 1.0 PCC 1.0 L 0.\ pp 0.\ PCC 1.0 PCC 1.0 PCC 1.0 L 0.1 BLD6 1.0 BLD6 1.0 BLDG 1.0 BLDG 1.0 BLDG 1.0 BLDG l.O RF • TYPE AREA A I 22B 42 324 3 2 534 462 \B 3B b4 430 15 2B 144 4 3B 144 IB3 121 4BI 4BI b Bb 3b IB ; 40 3 b4 4 b4 4 14 3'1 b4 130 3 :JB 12B bb 541 22 4b2 4b2 4b2 4b2 4b2 441 CT 12-03/ PUD 1.2 06/ COP i2 i7 IMP 3: BIORETENTION BASIN CA2 SOIL DMA DMA DMA RF • TYPE NAME AREA PP5T RF AREA A I C40 b11 BLD6 1.0 b11 C41 225 L 0.1 21 C42 14 BR 0.1 3 C43 lBO PCC 1.0 lBO TOTAL BB1 IMP MIN PROP SF AREAAREA IMP 4• BIORETENTION BASIN C3B DMA DMA NAME AREA C35 biO C.Bb 3b CB1 lbB GBB 54 CB<f B4 DMA PPST RF BLD6 1.0 PCC 1.0 L 0.1 SOIL RF • TYPE AREA A I biO 3b I<! BR 0.1 3 PCC \.0 B4 TOTAL 152 IMP MIN PROP SF AREA AREA TOTALLI ~1~52=-~lo~.~o~1LI~5~3~1~s~4~~~~M~P~A~RE~AI IMP 5, BIORETENTION BASINS C2B, C33 SOIL DMA DMA DMA RF • TYPE NAME AREA PPST RF AREA A I C25 biO C2b 3b C21 220 C2B 54 20 CBO biO CBI 3b CB2 240 CB3 54 CB4 BLD6 1.0 biO PCC 1.0 3b L 0.1 22 BR 0.1 5 L 0.1 2 BLD6 \.0 biO PCC \.0 3b L 0.1 24 BR 0.1 4 PCC 1.0 'I<! TOTAL 1,44B IMP MIN PROP SF AREA AREA TOTALI1,44B I 0.011 101 I lOB ltMP AREAl IMP b, BIORETENTION BASINS Clb, C23 SOIL DMA NAME C. I C2 C3 C4 C5 Cb C1 CB CIO Cll Cl2 C13 Cl4 CIS Clb Gil CIB C.\<! C20 C21 C22 C23 C24 DMA AREA 4BB 54 bbB 10 12 320 441 100 B20 441 12 10 l,b40 bbB 21b 300 biO Bb 540 biO 3b 244 101 I<! DMA PPST RF L 0.1 PCC 1.0 BLD6 1.0 PCC 1.0 L 0.1 PCC 1.0 BLD6 1.0 L 0.1 PCC 1.0 BLD6 1.0 L 0.1 PCC 1.0 L 0.\ BLD6 1.0 PCC 1.0 BR 0.\ BLDG 1.0 PCC 1.0 PCC 1.0 BLD6 1.0 PCC 1.0 L OJ BR 0.1 L 0.1 RF • TYPE AREA A I 54 bbB 10 1 320 441 10 320 441 1 10 IB5 bbB 2lb 30 biO 540 biO 3b 24 10 2 TOTAL 5314 IMP MIN PROP SF AREA AREA TOTALI5.314 I o.Gll 3161 405 ltMP AREAl GRAPHIC SCALE 1"~10' • • a r.tj B52 31'1 BR 0.1 B53 Bl 1.0 32 Bl --~-~---~~~ ~~~~~ 0 ..... II • B54 10 PCC 1.0 10 B55 "11 L 0.1 10 B5b 1'13 BR 1.0 '" TOTAL B,B2b PROPOSED IMPERVIOUS AREA = B,O<!B SF MIN TREATMENT AREA= BP'IB • 0.04 = :324 Sf FOR HMP SUBTRACT EX IMP. AREA THEREFROM• EXISTIN6 BLD6 -121 SF IMP MIN PROP SF AREAAREA TOTAL! B,\05 I O.Qll 5b1 I 5BO liMP AREAl 0 10 20 30 SHEET ... 0 w 1-.. 0 5 OF 5 SHEETS PLSA j939 I I . I . I . . I . I • I . I . . I . I . I . I . I . I • I • I i I-" wl wl ~I I-" V)' ol .....J w -u_ ~ <( l'J I I (' ' (; ~ c r,r I • I • I . I • I ,r, ubo c_-,~c 0 :J ·(~- ~ I I J I l_ I ~. l l}' lf1 'I c ', I I I I I I ' I II PROPERlY LINE -·-I ' - J ~~··-1 I I ! I en r n • SITE S~TBACK 0 u I . I • I . I . c f I jl 0 REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION III PEDESTRIAN PAVING 'A'-4" DEPTH NATURAL GREY CONCRETE WITH MEDIUM BROOM FINISH ill PEDESTRIAN PAVING. B' -4" DEPTH INTEGRAL COLOR CONCRETE PAVING, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE III VEHICULAR PAVING-INTEGRAL COLOR CONCRETE PAVING, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE [I PERMEABLE VEHICULAR PAVERS-ACKERSTONE AQUA-VIA2, 'CATINA BLEND' COLOR, RUNNING BOND III ~ 1!1 lEI !ill liD 'ill ~ JEI :rn iill lJ2.l ]ill ~ liD ~ ~ ~ ACCESSIBLE RAISED TREX DECK WITH CURB AROUND PERIMETER CONCRETE STAIRS WITH HANDRAIL 30" HEIGHT VINYL FENCE 60" HEIGHT PRIVACY VINYL FENCE TRASH ENCLOSURE, PER CIVIL EXPANSION JOINT SAWCUT CONTROL JOINT BIORETENTION, PER CIVIL 4' WIDE PEDESTRIAN GATE 5' WIDE PEDESTRIAN GATE SLIDING VEHICULAR GATE SITE WALL, DETAIL PER CIVIL, PRECISION BLOCK, BEIGE COLOR PEDESTRIAN RAMP, PER CIVIL RETAINING WALL WITH 60" HEIGHT PRIVACY VINYL FENCE ON TOP. RETAINING WALL WILL BE DETAILED PER CIVIL IN FUTURE.RETAINING WALL TO HAVE DECORATIVE FINISH AND MATERIAL TO COMPLEMENT BUILDING. FINISH AND MATERIAL TO BE COORDINATED DURING CONSTRUCTION DOCUMENTATION.RETAINING WALL CAP WILL HAVE 1" CANTILEVER. TEAK BENCH TEAK PICNIC TABLE WITH UMBRELLA TRASH RECEPTACLE RECYCLE RECEPTACLE 20 10 0 -20 40 60 --- GRAPHIC SCALE 1"= 20'-0" Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS . • CT 12-03 • PUD 12-06 • COP 12-17 Wimmer :::=====~ Yam2da ::..-.__ and CaLghey Land• capo ArGhiL~ul:Jt I En~iwnm"mal Phnnin~ J057l'ifth Al'~r.ijc, San Dio~;<>, Coliforob ?~103·5~+0 ., 6!9.:!-l:Z.-4004 J 6Jjl.:t.)1.064o www.wpc.~<>m 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03·22·2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12·05·2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS+ HAWKJNSARCHITE:c:s RESERVES THE I 'I c:::MMO~-LAW COPYAI3HT AI>ID OTHER PROPEfHV Ill GilTS IN -IICSC "'IJINS TIICS!: PLANS NIID DRAWI~GSARr NOT TO BE REPRODUCED. CHAAIOED OR COPIED INAhiY fORM OR MANN =A WHATSOEVER VIITHOLJT FIRST OBTANI~G THE EXPRESS WRIIElll PF~MISSI:JN ANJ C:'·NSEI>JT :Jf HAWKINS+ HAWKINS ARCHJTEc-:-s HARDSCAPE PLAN SCALE: LH-1.0 I I . I . I . . I . I • I . I . . I . I . I . I . I . I • I • I i I-" wl wl ~I I-" V)' ol .....J w -u_ ~ <( l'J I I (' ' (; ~ c r,r I • I • I . I • I ,r, ubo c_-,~c 0 :J ·(~- ~ I I J I l_ I ~. l l}' lf1 'I c ', I I I I I I ' I II PROPERlY LINE -·-I ' - J ~~··-1 I I ! I en r n • SITE S~TBACK 0 u I . I • I . I . c f I jl 0 REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION III PEDESTRIAN PAVING 'A'-4" DEPTH NATURAL GREY CONCRETE WITH MEDIUM BROOM FINISH ill PEDESTRIAN PAVING. B' -4" DEPTH INTEGRAL COLOR CONCRETE PAVING, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE III VEHICULAR PAVING-INTEGRAL COLOR CONCRETE PAVING, SOLOMON COLORS 'STRAW', CARROL CANYON AGGREGATE, WITHTOP-CAST CONCRETE SURFACE RETARDER FINISH NO. 50 MEDIUM EXPOSURE [I PERMEABLE VEHICULAR PAVERS-ACKERSTONE AQUA-VIA2, 'CATINA BLEND' COLOR, RUNNING BOND III ~ 1!1 lEI !ill liD 'ill ~ JEI :rn iill lJ2.l ]ill ~ liD ~ ~ ~ ACCESSIBLE RAISED TREX DECK WITH CURB AROUND PERIMETER CONCRETE STAIRS WITH HANDRAIL 30" HEIGHT VINYL FENCE 60" HEIGHT PRIVACY VINYL FENCE TRASH ENCLOSURE, PER CIVIL EXPANSION JOINT SAWCUT CONTROL JOINT BIORETENTION, PER CIVIL 4' WIDE PEDESTRIAN GATE 5' WIDE PEDESTRIAN GATE SLIDING VEHICULAR GATE SITE WALL, DETAIL PER CIVIL, PRECISION BLOCK, BEIGE COLOR PEDESTRIAN RAMP, PER CIVIL RETAINING WALL WITH 60" HEIGHT PRIVACY VINYL FENCE ON TOP. RETAINING WALL WILL BE DETAILED PER CIVIL IN FUTURE.RETAINING WALL TO HAVE DECORATIVE FINISH AND MATERIAL TO COMPLEMENT BUILDING. FINISH AND MATERIAL TO BE COORDINATED DURING CONSTRUCTION DOCUMENTATION.RETAINING WALL CAP WILL HAVE 1" CANTILEVER. TEAK BENCH TEAK PICNIC TABLE WITH UMBRELLA TRASH RECEPTACLE RECYCLE RECEPTACLE 20 10 0 -20 40 60 --- GRAPHIC SCALE 1"= 20'-0" Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS . • CT 12-03 • PUD 12-06 • COP 12-17 Wimmer :::=====~ Yam2da ::..-.__ and CaLghey Land• capo ArGhiL~ul:Jt I En~iwnm"mal Phnnin~ J057l'ifth Al'~r.ijc, San Dio~;<>, Coliforob ?~103·5~+0 ., 6!9.:!-l:Z.-4004 J 6Jjl.:t.)1.064o www.wpc.~<>m 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03·22·2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12·05·2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS+ HAWKJNSARCHITE:c:s RESERVES THE I 'I c:::MMO~-LAW COPYAI3HT AI>ID OTHER PROPEfHV Ill GilTS IN -IICSC "'IJINS TIICS!: PLANS NIID DRAWI~GSARr NOT TO BE REPRODUCED. CHAAIOED OR COPIED INAhiY fORM OR MANN =A WHATSOEVER VIITHOLJT FIRST OBTANI~G THE EXPRESS WRIIElll PF~MISSI:JN ANJ C:'·NSEI>JT :Jf HAWKINS+ HAWKINS ARCHJTEc-:-s HARDSCAPE PLAN SCALE: LH-1.0 ~I I I ~ l c c I 3.9 i . I 1-" UJ~ UJ~ 0::::1 1-" Vl~ 0~ _.J~ UJI • u::~ 0::::1 <Ci l9i • I • I • G_, /. I ! / DOli 0 UDr::J + -+ /,.----- I I /Y :" /., . . .. :' ', CONTROLLER A 6 STATION WITH WIRELESS SOLAR SYNC. I . _j VERIFY LOCATION IN THE ~--~ i FIELD WITH THE OWNER'S I 'lj REPRESENTATIVE PRIOR TO ?J INSTALLATION ~] __ _j-----~ ~ I -·--~----------, DRAWING IS DIAGRAMMATIC . INSTALL PIPE, WIRING, VALVES, AND EQUIPMENT WITHIN PLANTER AREAS UNLESS NOTED OTHERWISE (TYP.) ]' v·_;i / -]. 1' : • ' : J l. 'I ', . ' -. 0 0 IRRIGATION SCHEDULE SYMBOL SYMBOL B c D E F G H I J K L M N ® MANUFACTURER/MODEL/DESCRIPTION HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY1 00 FILTER SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. NETAFIM TLFV-1 AUTOMATIC FLUSH VALVE, WITH INSERT INLET AREA TO RECEIVE DRIPLINE NETAFIM TLCV-04-18 (18) TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.4GPH EMITTERS AT 18.0" O.C. DRIPLINE LATERALS SPACED AT 18.0" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM . MANUFACTURER/MODEL/DESCRIPTION HUNTER HQ-44LRC-AW QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY . ACME KEY WITH ANTI-ROTATION WINGS. NIBCOT-580 BRONZE BALL VALVE SHUT OFF VALVE SUPERIOR 3000 1" NORMALLY CLOSED, SOLID BRASS CONSTRUCTION, 3-WAY SOLENOID DESIGN. FEBCO 825YA 1" REDUCED PRESSURE BACKFLOW PREVENTER HUNTER IC-600-PP MODULAR CONTROLLER, 6 STATIONS, OUTDOOR MODEL, PLASTIC PEDESTAL. COMMERCIAL USE . DIG 710-100 1" SINGLE STATION BATTERY OPERATED CONTROLLER ON 1" IN-LINE VALVE. ·1 PER UNIT HUNTERWSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. CALSENSE FM-1 B 1" FLOW METER BRONZE, MIN. FLOW 3GPM, MAX. FLOW 50GPM. WATER METER 1" ·PER CIVIL IRRIGATION LATERAL LINE: PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout ~_!!#::_f#~-=---Valve GPM @,;:;-----Valve Number #" ~t-----Valve Size DETAIL H/LI-2.0 1/LI-2.0 J,K,L,M,N/LI-2.0 DETAIL F/LI-2.0 G/LI-2.0 D/LI-2.0 A,B/LI-2.0 C/LI-2.0 F/LI-2.0 E/LI-2.0 F/LI-2.0 F/LI-2.0 F/LI-2.0 20 10 0 20 40 60 ----- GRAPHIC SCALE 1"= 20'-0" L___-.------------------------------------------------------------------------------------ Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 -= J>J'DSCAP~; \-1 ~Q ••••••••• ~C!' '::) ••• VI CAt;G,;·. >$-;! ::u+-~I"··CJ~ 1: () .. ~"' ~\}!. ')). -. ~~·" -I •;{ -"'" -1 .J. : SIG ~: ..._ --p. : /12 : ..,... .. () EWAL DATE .: . ~ '(l., ... , O'r. "• •• OAJI: •• •• _..._ ...... "q; -1}". • • • • ••• ~ ... 1: OF CA \.I '<0 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 Wimmer Yamada ._ anj Caughey l~nd~np~ Archiloctelrol Environm~ntal :>l;mning 306'! Fifi.l1 Ann~:. Son Die~<>, Cnlifomi~ ~llll3.:;8.jo 1 61~-lP-4001 J· 61~.lp.o6~o www.wy3c.com 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03 22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS+ HAWKINS ARCHITECTS RESERVES THIOIR COII.IIIKJN-L"'-W COF'YRIGH1 AN DOTtiER PFIOI-'H(n' RIGIHS IN THESE< P-"NS THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, ChANGED OR COPIED IN AIN fORM OR MA!o.INER WHATSOEVER WITI10U1 FIRS1 OBTAINII\IG HiE EXPRESS WRJnEN PEFIMIS~ILJI\IJ.NC CONSE!IlT OF HfWVKINS +HAWKINS ARCHITECTS IRRIGATION PLAN SCALE: Ll-1.0 I' FINISH GRADE --, _I OF SOIL ---:L-:-111=======1!rfTT __ _ VALVE BOX SEE SPECS. LINE FLUSHING VALVETLSOV BRICK SUPPORTS -~ {THREE) 3/4' GRAVEL SUMP --+ II CUBIC fOOT) 3'. 4' ~ TECHLINE CV 17mm TUBING MANUAL LINE FLUSHING VALVE SCALE: N.T.S. TLSOV PLUMBED TO TECH LINE SECTION ( ~-----------/ I . ' --------./"-. j BACK OF CURB --EDGE OF EXISTING SIDEWALK MAN UAL FLUSH VALVE PLUM BED TO NETAFIM POLY TUBING {TYP.) 'J TECH EXHA .. LINE START CONNECTION FOR UST HEADER, SEE DETAIL C/ 7-D {TYP.) ' ." .... .. v !.-\( /1.-'\ I )\ /./" 'i )\(/ ,, . ·''( IB" _ .. ~ . / .. // . .... .. ---/ / v / / D 3/4' s CH 40 PVC EXHAUST HEADER ITYP.) 3/4" s CH 40 PVC SUPPLY HEADER {TYP.) TECH LINE START CONNECTION FOR SUPPL Y HEADER, SEE DETAIL B / 7-D {TYP.) [m ~EXISTING REMOTE CONTROL VALVE IN CONCRETE VALVE BOX . . \_INSTA LL NETAFIM DISC FILTER AND PRESSUI~E LA TOR IN MATCHING CONCRETE VALVE WITH STEEL LID, SEE DETAIL A/ 7-D ~ REGU -------BOX -· . 1-+------TECHLINE CVTUBING (TYPJ 10" !+/-) EMITIER SPACING AND LATERAL SPACING PER PLAN AND IRRIGATION SCHEDULE 1-------EDGE OF EXISTING SIDEWALK ~ -3/4" SCH 40 PVC EXHAUST HEADER (TYP.) @ TECH LINE CV CENTER FEED LAYOUT SCALE: N.T.S. SECTION 2"MIN. 2"MIN. NOTES TYP. 4" + DIAMETER OF PIPE ~--SEE SPECS. FOR BACKFILL FINISH GRADE 1. PRESSURE MAINLINE: 18" BELOW FINISH GRADE TO TOP OF PIPE, AND 24" BELOW PAVED AREAS TO TOP OF PIPE IN SCHEDULE 40 PVC SLEEVES. 2. LATERAL LINES: 12" BELOW FINISH GRADE TO TOP OF PIPE AND 18" BELOW PAVED AREAS TO TOP OF PIPE IN SCHEDULE 40 PVC SLEEVES. 3. CONTROL WIRING: TO THE SIDE OF PRESSURE MAINLINE AND 24" BELOW PAVED AREAS IN SCHEDULE 40 PVC SLEEVES. 4. MAINTAIN 2" CLEARANCE BETWEEN PRESSURE AND/OR LATERAL LINES WITHIN SAME TRENCH. 0 PIPE TRENCHING N.T.S. SECTION FINISH GRADE __ .J TECHLINE TEE -------, TECHLINE TUBING ---, BLANK TECH LINE -----1 TUBING TECHLJNE 3/4' ---.., MALE ADAPTER 3"· 4" --·-- 12" MIN. TO TOP OF PVC PIPE PVC TEE {SxSxT) ~­ SUPPLY HEADER:--.., 3/ 4" SCH 40 PVC PIPING f ,-------,-~ /--r------~~ TECHLINE START CONNECTION SCALE: N.T.S. {FOR SUPPLY HEADERS· PVC TO TEE) SECTION ,-------------PVC SUPPLY HEADER {TYP.) ,---------TOP OF SLOPE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE CONVENTIONAL SPACING PLUS 25o/o ON BOTTOM IJ3 OF SLOPE ,------LINE FLUSHING VALVE ASSEMBLY ,----TECHLINE CV LATERAL TUBING {TYP.) /PURPLE) / / / / / / -REMOTE CONTROL VALVE ASSEMBLY WITH DISC FILTER AND PRV NOTC: ALIGN TECHUNE CV LATERALS PARRALLEL TO THE CONTOURS OF THE SLOPE @ TECHLINE CV-SLOPE LAYOUT N.T.s. N~----------~= RECYCLED WATER ELEVATION SERVICE LINE IN SCH. 40 SLEEVE PIPE SIZE 1/2" TO 4" IN SIZE A B 30" 24" c D 24" 4" PAVING PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL @ PIPE SLEEVING SCALE:N.T.S. (l ~PO~T~A~B~L~E------------------------------------~S~E~c=T~IO~N~ '\-, --: TECH LINE 3/4' 1.~--TECHUNE CV MALE ADAPTER I TUBING PVC TEE {SxSxT) ~L.J EXHAUST HEADER: I 3/4' SCH 40 PVC PI_PING f ... (;~--~---\_ r----r----- TECHLINE CV START CONNECTION N.T.s. (FOR EXHAUST HEADERS· PVC TO TEE) ELEVATION FLOW 1'-0" I~ 1'-6" __j_ 1'-6" --1-1'-6" ---1 I · J ·. PAVI~G OR 6-rHER. HARDSGAPE. •. ~ . .9 ' ' .. .ol ·" . :s .·· .. . . • • KEYNOTES LEGEND: GENERAL NOTES: (j) PRESSURE SUPPLY LINE. @ BALL VALVE. @ QUICK COUPLER. 1. ALL MANIFOLD AND ISOLATION VALVE PIPING TO BE SAME SIZE AS THE LARGEST SIZE LATERAL LINE ON ANY REMOTE CONTROL VALVE IN THE MANIFOLD. @) HEAT BRAND ALL VALVES. @ REMOTE CONTROL VALVES. @) LATERAL PIPE (TYP). 2. EACH MANIFOLD SHALL HAVE A MINIMUM OF 15 FEET SEPARATION. (j) MANIFOLD PIPE. 3. ALL MANIFOLDS ARE TO BE INSTALLED IN PLI\NlER AREAS, UNLESS NOTED OTHERWISE. @) INSTALL CAP BEYOND LAST TEE FOR POTENTIAL FUTURE CONNECTION. @ MANIFOLD CONFIGURATION 4 )) I I LEGEND: 1 SLIP BASE SOCKET OVER END OF WIRES. 2. CLEANLY STRIP WIRES APPROXIMATELY 5/B" FROM END. 3. PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVES AND CUT OFF EXCESS. 4. APPLY SEALER TO INSIDE OF SEALING PLUG-FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET BACK OVER END OF WIRES AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET N.T.S. PLAN 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION, B. USE DRI-SPLICE MFG. BY SPEARS, OR APPROVED EQUAL. ® WIRE CONNECTOR SCALE:N.T.S. R ~PO~T~A~B~LE~------------------------------------- FINISH GRADE OF BARK MULCH BARK MULCH FINISH GRADE OF SOIL TECHLINE CV LATERALS BURIED 3" · 4' BELOW FINISH GRADE OF SOIL l t TECHUNE CV LATERAL{TYP.J '------....J.------18' TECHUNE CV LATERAL SPACING '-----------------SUB GRADE f.\L TECH LINE cv SUBGRADE SCALE N.T.S ~~IN~S=TA~L~LA~TI=O~N~--------------~----------------~SE-CT--IO~N Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 'WWW.H2Asandiego.oom 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 Wirmer Yamada .....------~ --..,.._a~ndc:___­ Caugr.ey Land•c~pc AnlLJtnl~r~ I Euvi,u~:mc:Hii.l P!atLJdut; 3<>67 FifiltAI'ml.le, San Di~gll, C;tliforni1 9~:oHI4o ' 619.~3~·~""~ ' G19.~32.D~'fo www.wyac.com 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW CDP,PUD,TM SUBMITTAL CDP,PUD,TM SUBMITTAL #2 CDP,PUD,TM SUBMITTAL #3 PROJECT NO.: 1112 03-22-2012 08-14-2012 12·05-2012 03-21-2013 -AWKINS +HAWKINS ARCHITECTS RESERVES fH&:I~ CDMMOI>I-1-AW ~UPVHIGHl ANIJ OlHI:H f'I«JPI:~ I"Y RIGifTS IN THESE PLANS THESE PLJ\NS 1\1110 DW\WINGSARE NOT TO BE REPRDOJCEO, CHA'IC~D Ofl COPIED INA~ =om~ on ~AN'IIEn WH ... TOOEVER WITIIOUT FIRST OBTAINING THE EXPRESS WRI'TEN PE~MISSION MID CONSENT Of HAWKINS+ HAW.<INSARCHITECTS IRRIGATION DETAILS SCALE: Ll-2.1 / \ . :I I • I . I . I • I • I . I . I • I . I . I . I • I . I 1-i LLJ· LLJ~ 0::::1 1-" l/)~ a~ _d LLJ~ -I LL. 0::::1 <i l9i . I . I . I . I • I . I . I . I • I • I . I . I . , I . I . I . I C·• I .. :~> 1-, I • I . I . I • I PROPERTY LINE ------- I I_L ' ! /J F~ 1 -·Y· I U' I '-" /J[] _j _ _j D __ __j---------··--- ! i --1 II -~ I I I I ,·-- , " <, r . ' . ----c;' ! _ _r-u- SITE sf!TBACK I • I . II il ~I 111- il LLJ .LLJ II e:::: ·f-. ~IV) I lz-~....J ~10 ~u .Z I::J l j 0 ~ R.O.W.I ro 0 ~ 0 PROPEtTY LINE I . ~ I ll !'-= I l j n j 0'------. I . I • I . I • REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 8"-10" "ARIZONA BLEND" COBBLE WITH 1" MINUS "ARIZONA BLEND" IN FILL OVER WEED CONTROL FABRIC 3" DEPTH OF D.G. "DESERT GOLD" OVER WEED CONTROL FABRIC NOTE: COMPLETELY FILL COBBLE AREAS WITH 50%-8"-10" "ARIZONA BLEND", J 1 0% -2"-6" AND 40%-1" MINUS" "ARIZONA BLEND" HAND SEED TO FILL TOP LAYER SOUTHWEST BOULDER & STONE (760-451-3333) \ COMPACTED SUBGRAOE 20 10 0 20 40 --- GRAPHIC SCALE 1"= 20'-0" 60 ----------------------------------------- Hawkins+ Hawkins Architects 619.232,7700 rax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS . • CT 12-03 • PUD 12-06 • CDP 12-17 W1mmer =----=_::::==::=~ Yamaca :.-~-----and Caughey Land•c~p~ Archit~cnHe I Em·ilollmenJa] Pl~Jifling JOii7 fifth Av<:llu<, S•n Die~;<>, C.alifr>r'1ia 921 "l·5B~o 1 61!1-~3'·1001 1 ~l9-1Jl 0640 www.w)•au;om 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: --:o:PR::-;E:-oL::ciM:;;;:I-:oNAo-:R-::Y:-:cR;;;E-;::Vo:;IEo:cW-:-_'OC03-~22-2012 CDP,PUD,TM SUBMITTAL 06-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 ------- COP,PUD, TM SUBMITTAL #3 03-21-2013 -----·------ --------·-- PROJECT NO.: 1112 11AWKINS + HAWKINS ARCI-UTECTS RESERVES THEIR COMMmHAW COPYRIGHT AND OTHER PRCPERTI' RIGHTS lkl -HESE PLI\NS TJ-'iESE PLANS ANDD~I'IIIN3S I'.RE NUl TO BE RB'RODIICEO, CHAIIIGED OR COPIED I" ANY FORM OR IMNNER WHATSOEVER WITHOJT FIRST CBTAIN NGTHC EXriESS WRir:-EN PI'RMISSICN AND CONSENT OF IIAWKI~S-HAWKINSARCI~ITECTS MULCHING PLAN ----------··-- SCALE: LM-1.0 I ___--R.O.W. ... ~~~~\-~~-~-lai!Sl-'-=-·--~~ .. , .•. t-lla!:lll:lt~Lli1&tl!lllla! It--' ~- • I . L . I . I --• I ,. ' • ( I -I • -' I ·jto . I • I IJ[J ll i • .:_::, -~ [J '--I ' I ' [l I l"-~~J ' (. ,-, L ' '') -~· ,-----~- 1 ~------- .-\ . (---'\ I \ / i ,--1 r I --------------------------------------------------------------------- PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CONT DETAIL . ..,.,,_/,_•-•~tlill!iiEIIi!ii!lllii~I~I.-~~--~~~~~~JT~IIIilia.Miil:lillliiZDII~I~l-•-r• SITE ;ETBACK . 1 i 8 0 :- i • TYP. I • -----SITE sr!fBA(K --..,-I ~::l!'· • lr-----'9-';';~T' ~ ~~­ il ~~<-=~-·~I ~11-66-l---tf'---'T.i'F::~' ~ UJ 11:-""~,_,.~ =-~ ~I UJ ,IPARKI~G ENl\iRY/~XIt . ' SITE ' II[:: TRIANGLE il Vl LINE ~~ ~- GHT ~~0 POLE, ~~U TYP. I z 8~[--'8-~cjl'--& i:J. I i ! R._o.w. r ,, i ~r----'t~P;,;;RO'f-P" ·'l'y UN[ ·~~ I -jj.~C~ . - -_,. C• n 0 :u~"~~ I 01------ LIGHT POLE,. TYP. t :; "' )()( SHRUBS SHRUB AREAS UJ]J • ~ ~ ~ . ~ • II - ' . II . . . ACACIA STENOPHYLLA AGONIS FLEXUOSA EXISTING CANARY ISLAND PALM TO REMAIN LAGERSTROEMIAX 'MUSKOGEE' LEPTOSPERMUM LAEVIGATUM PODOCARPUS MACROPHYLLUS MAKI SYAGRUS ROMANZOFFIANA WASHINGTONIA FILLIFERA BOTANICAL NAME BOUGAINVILLEA X 'SAN DIEGO RED' CORDYLINE AUSTRALIS 'CABERNET POLYPODIUM CALIFORNICUM BOTANICAL NAME CAREX DIVULSA CHONDROPETALUM TECTORUM DIANELLA TASMANICA 'VARIEGATA' FESTUCA MAIREI PITTOSPORUM TENUIFOLIUM 'GOLF BALL' PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' ROSMARINUS OFFICI NALlS 'TUSCAN BLUE' GROUND COVERS BOTANICAL NAME SENECIO SERPENS PLANTING NOTES: 1. AT LEAST 50% OF CONTAINER STOCK SHRUBS SHALL BE 5 GAL., UNLESS ON SLOPES GREATER THAN 3:1. 2. 100% OF THE PLANTING FALLS WITHIN ZONE TWO: REFINED. 3. 17% OF THE TOTAL SITE IS LANDSCAPED. 4. ALL UTILITIES SHALL BE SCREENED FROM VIEW. SHOESTRING ACACIA 24"BOX A,B/LP-2.0 PEPPERMINT TREE 24"BOX A,B/LP-2.0 EXISTING CRAPE MYRTLE LIGHT LAVENDER 24"BOX A,B/LP-2.0 TEA TREE MULTI-TRUNK 24"BOX A,B/LP-2.0 SHRUBBY YEW 24"BOX A,B/LP-2 0 QUEEN PALM 24"BOX C/LP-2.0 CALIFORNIA FAN PALM 24"BOX C/LP-2.0 COMMON NAME CONT DETAIL SAN DIEGO RED BOUGAINVILLEA 15 GAL F/LP-2.0 CABERNET GRASS PALM 5 GAL D,E/LP-2.0 CALIFORNIA POL YPODY 15 GAL D,E/LP-2.0 COMMON NAME CONT DETAIL EUROPEAN GREY SEDGE 1 GAL@ 12" OC D,E,I/LP-2.0 CAPE RUSH 5 GAL@ 18" OC D,E,I/LP-2.0 FLAX LILY 1 GAL@ 18" OC D,E,I/LP-2.0 ATLAS FESCUE 1 GAL@ 20" OC D,E,I/LP-2.0 TAWHIWHI 5 GAL@ 30" OC D,E,I/LP-2.0 TAWHIWHI 5 GAL@ 36" OC D,E,I/LP-2.0 TUSCAN BLUE ROSEMARY 5 GAL@ 30" OC D,E,I/LP-2.0 COMMON NAME CONT DETAIL BLUE CHALKSTICKS 4"POT@ 18" OC D,E,I/LP-2.0 20 10 0 20 40 60 GRAPHIC SCALE 1"= 20'-0" ---------------------------------------------__ __j Hawkins+ Hawkins Architects 619.232.7700 fax 619232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 Wimmer Yamada ..------~ and Caughey T.ond•c•;>~ Arcllirecn:re I 'F.nvir<>nmcnr~ll'lorming JP67 Fifr.h Aver.ue. S•n :Jicgo, C<!lif<lrnia ~~0].58-fP ., 6J?,;>.Jt.~PP1 1 6J~.~J;>..P64C> v.ww ..... ya~.~um 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: --;P~R-;=;E L-;-;1 M-ocl N""AcooR'CCY o:;REC;-V""I EcccW;---:Oo;o3--;c22oc-2o;oO 12 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS+ HAWKII\S ARCHITECTS rlESEf1VES THCIR CQ<Io\MDN·J.AW COPY111GIIT Af~O OTlltR PROPERTY RIGI1TE IN THESE PLANS THESE PLMIS A 'olD DRAWINGS ARE NOTTO BE REPRODUCED CHANGED OR C::JPIED IN AlN FORM OR MANNER IM'ATSCEVER WITHOUT FIRST ORTAINING JijE EXPRESS -'IIRITIEhl f'j,_I<MI::;::;IUN ANDCUNS!:'IIl OF HAWKir>.S-HAWKIJ>,;SARChiTECTS PLANTING PLAN SCALE: LP-1.0 PLANTING NOTES: 1. ALL PLANTING AND FINISH GRADING OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT DRAWINGS, DETAILS, AND PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ALL PLANTING REQUIREMENTS. 2. SEE SHEETS LP-X.XAND LP-X.X FOR PLANTING LEGEND AND DETAILS. 3. CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CHANGED CONDITIONS WHICH OCCUR ON PROJECT SITE WHICH ARE NOT REFLECTED ON PLANS. 4. REMOVE ALL WEEDS, DEBRIS, AND ROCKS LARGER THAN ONE-HALF-INCH (112") FROM ALL PLANTING AREAS, AND DISPOSE OF APPROPRIATELY OFF-SITE. 5. FINISH GRADE OF SOIL SHALL BE TWO-INCHES (2") BELOW ADJACENT FINISH PAVING SURFACE OR CURB WITHIN SHRUB AND GROUNDCOVER AREAS, AND ONE-INCH (1") BELOW ADJACENT FINISH PAVING SURFACE OR CURB WITHIN TURF AREAS. 6. SLOPE ALL PLANTING AREAS AWAY FROM PICNIC SHELTERS AT TWO-PERCENT (2%) MINIMUM GRADIENT AND TWENTY-PERCENT (20%) MAXIMUM GRADIENT. 7. CONTRACTOR SHALL PROVIDE ELECTRONIC PHOTOGRAPHS OF ALL PROPOSED TREES TO BE INSTALLED, TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. PHOTOGRAPHS SHALL DEMONSTRATE THE AVERAGE CHARACTER AND CURRENT CONDITION OF SUCH TREES. 8. ALL TREES SHALL BE SINGLE-TRUNK STANDARDS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 9. ALL PLANTS SHALL BE PROTECTED FROM SUN, WIND, HEAT, AND FROST DURING TRANSPORTATION TO THE SITE AND DURING STORAGE AT THE SITE. DO NOT STORE PLANTS IN TOTAL DARKNESS FOR MORE THAN ONE DAY. 10. DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING PROCESS. 11. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. THE OWNER'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL. 12. PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S REPRESENTATIVE DUE TO POOR CONDITION, FORM, OR DAMAGE PRIOR TO, DURING, OR AFTER THE PLANTING PROCESS. 13. ALL ON-SITE PLANT MATERIALS (BALL AND BURLAP, CONTAINERS, TEMPORARILY STAGED IN BARK MULCH, AND/OR PLANTED IN THE GROUND) SHALL BE PROPERLY WATERED AND MAINTAINED TO ENSURE HEALTHY GROWTH. 14. AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND SCIENTIFIC NAMES. 15. THE PLANTING PLANS ARE DIAGRAMMATIC. PLANT MATERIALS SHALL BE SPOTTED APPROXIMATELY AS SHOWN ON THE DRAWINGS. TREE LOCATIONS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO EXCAVATION FOR PLANTING PITS AND REMOVAL FROM CONTAINERS. FINAL LAYOUT OF ALL OTHER PLANT MATERIALS SHALL BE APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO PLANTING. 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIALS SUFFICIENT TO COVER AREAS SHOWN ON THE DRAWINGS AT THE SPECIFIED SPACINGS. 17. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS REPORT (SOILS ANALYSIS REPORT FROM REPRESENTATIVE ON-SITE SOIL SAMPLES-SEE SPECIFICATIONS) TO THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO ANY PLANTING WORK OR SOIL AMENDMENT INCORPORATION. THE RECOMMENDATIONS OF THE SOILS ANALYSIS REPORT FOR TOPSOIL AMENDMENT AND BACKFILL MIX AMENDMENT SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. 18. CONTRACTOR SHALL COORDINATE PLANTING WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE DURING THE COURSE OF CONSTRUCTION. 19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF EXISTING PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT IF A CONFLICT IS EVIDENT. 20. REMOVE ALL TYING MATERIALS, MARKING TAPES, AND NURSERY STAKES AT THE TIME OF PLANTING. 21. CONTRACTOR SHALL INSTALL A THREE-INCH (3") LAYER OF BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS WITH SLOPES SHALLOWER THAN THREE-TO-ONE (3:1) GRADIENT. 22. CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING ON ALL SLOPES GREATER THAN TWO-TO-ONE (2:1) GRADIENT. 23. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AND OTHER IMPROVEMENTS WITHIN AND OUTSIDE THE LIMITS OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGES INCURRED. 24. THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRITTEN ACCEPTANCE OF THE COMPLETED PLANTED AREAS BY THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. r----,-----, I I I I I I _______ .) GALVANIZED NAIL TYP. ,---4TREE TIES MIN. (2ATTOP OF STAKE, OTHERS WHERE NECESSARY TO SUPPORT TREE). TIE IN FIGURE-S FASHION. STAKE. ALL STAKES CUT 6" BELOW BRANCH CANOPY ~--BP1RK MULCH (PER SPECS.) ,.---4" HIGH WATER BASIN (DURING THE MAINTENANCE PERIOD). ~~~~ '"':l~~~-;OMIT IN TURF AREAS. fl INISH GRADE ~fl~~~~~~~ lfBHl~wr:-~:. DIA PEFORATED RIGID PVC PIPE 1Jg~lt;]!t;ll,'t WITH FILTER SOCK AND GRATE (TYP.), -"J<''-----3 IN TWO PLACES. DO NOT FILL PIPE -WITH GRAVEL. DRAINAGE CHIMNEY, BACKFILL BELOW ROOTBALL WITH GRAVEL, SEE SPECS (1YP) 2X ROOTBALL WIDTH MIN. PLANTING TABLETS (PER SPECS) PLANTING BACKFILL (PER SPECS). BACKFILL AND COMPACT IN 8" LIFTS, PUDDLE AND SETTLE AFTER SETTING TREE. ROUGHEN SIDES AND BOTTOM OF PLANTING PIT UNDISTURBED SOIL TREE PLANTING AND STAKING N.T.S. WITH TWO DRAINAGE CHIMNEYS PER TREE SECTION MINIMUM PLANTING PIT SIZING 1 GAL. CONTAINER 18" DIAMETER 5 GAL CONTAINER 24" DIAMETER 15 GAL. CONTAINER 30" DIAMETER SHRUB COLLAR 1" ABOVE FINISH GRADE BARK MULCH PER SPECIFICATIONS 3" DEPTH WATERING BASIN BERM 12" MIN. FROM TRUNK SLOPE 114"1 FT 1~r0~~~~~~~W~lff~-=-=-=-FINISH GRADE ':1 ROOTBALL PLANTING TABLET (TYP.) PER SPECIFICATIONS ® SHRUB PLANTING FINISH GRADE ---~ CURB, WALL, OR EDGE OF PAVING ROOT BARRIER PER SPECIFICATIONS ROOT BARRIER SHALL BE INSTALLED ADJACENT TO HARDSCI\PE ELEMENT ® ROOT BARRIER PLANTING BACKFILL BACKFILL AND COMPACT IN B" LIFTS (PUDDLE & SETTLE AFTER SETTING SHRUB). ROUGHEN SIDES AND BOTTOM OF PLANTING PIT UNDISTURBED SOIL N.T.S. SECTION N.T.S. SECTION r---------- 1 UPSLOPE I I I I I ~ I T.".U~KI"LAH.I: 1"-2" ABOVE FINISH GRADE GALVANIZED NAIL 1YP. TREE TIES MIN. (2 @TOP OF STAKE, OTHERS WHERE NECESSARY TO SUPPORT TREE). TIE IN FIGURE-S FASHION. ~-TREE STAKE-ALL STAKES CUT 6" BELOW BRANCH CANOPY 4" HIGH WATER BASIN ~-LNE OF EXISTING SLOPE EROSION·CONTROL MATTING ()1:10/0R BARK MULCH (PER SPECS.) ~~~~~!~~;;t ;~i~ MULCH (PER SPECS.) 4" DIA. PEFORATED RIGID PVC PIPE WITH FILTER SOCK AND GRATE (TYP.), IN TWO PLACES. DO NOT FILL PIPE WITH GRAVEL. BACKFILL BELOW -,1<---.i''- n.ooTBALL WITH WASHED GRAVEL, SEE SPECS (TYP.) 2X ROOTBALL WIPTH PLANTING TABLETS (PER SPECS.) PLANTING BACKFILL (PER SPECS). BACKFILL AND COMPACT IN B" LIFTS (PUDDLE & SETTLE AFTER SETTING TREE). ROUGHEN SIDES S. BOTTOM OF PLANTING PIT UNDISTURBED SOIL ® TREE PLANTING AND STAKING ON SLOPE N.T.S. SECTION MINIMUM PLANTING PIT WIDTHS 1 GAL CONTAINER 18" DIAMETER 5 GAL CONTAINER 24" DIAMETER 15 GAL. CONTAINER 30" DIAMETER BERM FIRMLY COMPACTED, 12' MIN. AWAY FROM TRUNK ON ALL SIDES LINE OF ORIGINAL SLOPE NEW UPHILL Ste•PE-1 PLANTING BACKFILL. BACKFILL AND COMPACT IN B" LIFTS, PUDDLE AND SETTLE AFTER SETTING SHRUB. ® SHRUB PLANTING ON SLOPE INSTALL ROOT BARRIER TO ALL TREES WITHIN 5' OF CURB OR PAVING CURB, WALL, OR EDGE OF PAVING LIMITS OF ROOT ~ BARRIER TO BE 10' FROM CENTER OF TREE ON EITHER SIDE INSTALL ROOT BARRIER ADJACENT TO CURB, WALL, OR EDGE OF PAVING @ ROOT BARRIER --SHRUB --ROOT FLARE 1" ABOVE SURROUNDING FINISH GRADE r--MULCH PER DRAWINGS AND SPECIFICATIONS r--3" DEPTH WATERING BASIN PROVIDE EROSION CONTROL FABRIC ON SLOPED AREAS 3:1 GRADIENT OR GREATER PLANTING TABLET (TYP.) PER SPECIFICATIONS ROUGHEN SIDES AND BOTTOM OF PLANTING PIT "---UNDISTURBED SOIL N.T.S. SECTION N.T.S. PLAN NOTE: PALMS TO BE PLANTED IN BACKFILL MIX OF 80% WASHED PLASTER SAND AND 20% PLANTING "::~~~!J~::~~~M~IX-SEE SPECIFICATIONS ~ PALM TRUNK TO BE PLUMB TIE FRONDS WITH BIODEGRADABLE JUTE TWINE 12" MINIMUM ALL SIDES--~ 12" DIA. ,\l----COLLAR 1"-2" ABOVE FINISH GRADE ,.---BARK MULCH (PER SPECS.) ,.--4" DIA. PERFORATED RIGID PVC PIPE WITH FILTER SOCK AND GRATE (TYP.), IN 2 PLACES. DO NOT FILL PIPE WITH GRAVEL. ,.--4" HIGH WATER BASIN (DURING THE MAINTENANCE PERIOD). OMIT IN TURF AREAS. FINISH GRADE PLANTING BACKFILL. BACKFILL AND COMPACT IN 8" LIFTS (PUDDLE & SETTLE AFTER SETTING TREE). PLANTING TABLET (TYP.) PER SPECIFICATIONS PEA GRAVEL (TYP.) '----UNDISTURBED SOIL '-----ROUGHEN SIDES AND BOTTOM OF PLANTING PIT fc'_P_A_L_M_P_L_A_N~T:...:.:I N:...:.:G.:....::...A.:..:.T:...:.:G=-:RA....::....:.:D::....:E=-------=-~N.T=.s. ~ SECTION ~~~----====== FENCE OR WALL ~--SPREAD VINE OUT ON FENCE OR WALL ~-REMOVE NURSERY STAKE AND TIES ~-SET ROOTBI\LL MIN. 8" FROM FENCE OR WALL ~-COLLAR 1" ABOVE FINISH GRADE r--BARK MULCH PER SPECIFICATIONS PLANTING TABLETS PER SPECIFICATIONS 3" DEPTH -__ _L~~~M~~~~I""'P:....-WATERING BASIN FINISH GRADE NOTE: i'i!(:';+f;;;;:::_ __ PLANTING BACKFILL 2 X ROOTBALL MIN. BACKFILL AND COMPACT IN 8" LIFTS (PUDDLE & SET1l..E AFTER SETTING SHRUB). '-ROUGHEN ALL SIDES AND BOTTOM OF PLANTING PIT .._..__ UNDISTURBED SOIL USE NYLON TIES OR EPOXY TABS TO ADHERE TO FENCE OR WALLS 0 VINE PLANTING N.T.S. SECTION PLANT (TYP.) ... : ·· .. ·. · .. .r--LOCATE PLANtS EQUALLY ·SPACED PER DISTANCE 0 . . ® 0 .. o·· ·>:::::::::-: :::::.::.<.· . 1NDJCATED of.,J PLANS ·.· (TRIANGULI\RSPAQED} .,...--kEEP PLANTS FROM .. EDGE OF.'.PAVING EQUAL . . Tb Af)IS\ANG.E 75% OF () 0. o···· o -::: ::: .>.. . :::: .. :' :>:: : :< . .:::: :.·: _: . . . ,. PLAI\JT SPACING SHOWN ON PLJ\NS. · . . ' . PLANTER AREA HARQSCAPEIPAVING .. CD PLANT MATERIAL SPACING N.T.S. PLAN Hawkins+ Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandlego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 ::::=::=~~...... Wimmer ::::= ~ Yamada _ and Caughey l.and<npE An:hil~c!Urf j l':!l~ironm~n1al Plonoing )067 Fifrh .lher.ue, S:lll Die)lo, C:Llif"rnia ~liC),)B<jO 1 6I!:!.~J~.~!I04 l 6J~.Z)Z,0640 WWW,\'I'yac.C!Iffi 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMit<ARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL OB-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS ""I~AWKJNSARCHfTECTS RESERVEE THEIR C::MMON-LAW COf>'r'RIGHT AND OTI1ER /'fWf'EIHY RIGIITlliN TIICS~ PLJI,NS Til ESE PLANS NOD DRAWINGS AR;: N01 TO BE REPROOUCED, CliAhiGEO OR COl' lED IN Ahl'o' fORM 0~ ~MINER WHATSOEVER Willi OUT FIRST DBT A.NING 11110 EXP~ESS Voi"(ITTEN PE'!MISSIONAND C:JNS=NT OF HAWKINS -1-HAWKINSARCHIJ!o.(; IS PLANTING NOTES AND DETAILS SCALE: LP-2.0 <) n ~ "' "' Cl r-----___ ,--- I . I IRRIGATION CALCULATIONS ESTIMATED TOTAL WATER USE (ETWU) ETWU = (ETo)(0.62) x [(PF x HA)/IE] ETWU: Estimated Total Water Use ETo: Reference Evapotranspiration (Inches) [For Period Estimated] PF: Plant Factor (Kc) I-lA: Landscape Area (in Square Feet) .62: Conversion Factor (to gallons per square foot) IE: Irrigation Efficiency PROJECT SITE: TOTAL LANDSCAPE AREA: 9,357 SF AT CARLSBAD, CA IN CIMIS ET ZONE 4 (40" Annual ETa) TOTAL LANDSCAPE AREA: 9,357 SF •• 6,831 SF of medium use, ornamental plantings on drip •• 2,526 SF of non-irrigated, mulch only landscape area PLANT FACTORS Turf Grass: Moderate Shrubs: Low Native Plants: .7 .5 .2 IRRIGATION EFFICIENCY Spray Heads .6 Rotors .7 Drip .8 LANDSCAPE AREA DESIGN CASE CALCULATION ETWU = (ETo)(0.62) x [(PF x HA)/IEJ MEDIUM WATER USE: (ON DRIP} 40 X .62 X (.5 X 6 DRIP MEDIUM WATER USE ,831)1.8 ETWU NON-IRRIGATED LANDSCAPE: 2,52 6SF = 105,881 GAL. = 105,881 GAL. = 0 GAL. LANDSCAPE AREA Total ETWU = 105,881 GAL/YEAR I TOTAL ETWU = 105,88 1 GALLONS I YEAR I ----------· --- I' I R:O.W. 0 • I • I MAXIMUM APPLIED WATER ALLOWANCE MAWA = (ETo)(0.62)(0.7 x LA) ETa: Reference Evapotranpiration (Inches) [For Period Estimated] 0.7: ET Adjustment Factor LA: Landscape Area 0.62 Conversion Factor (to gallons per square foot) PROJECT SITE: TOTAL LANDSCAPE AREA: 9,357 SF AT CARLSBAD, CAIN CIMIS ET ZONE 4 (40" Annual ETa) MAWA = (ETo) (0.62)(0.7 x 9,357) MAWA = 40 X 0.62 X (0.7 X 9,357} MAWA = 162,438 GALLONSNEAR FOR THE PROJECT: ETWU < MAWA BY 56,557 GALLONS I YEAR AVERAGE WEEKLY RUN TIMES FOR IRRIGATION STATIONS STATION NUMBER TOTAL AREA HEAD TYPE A-1-5 6,080 SF DRIP B,D,E,F ,G,H,J,K,L,M-1 460SF DRIP C-1 103 SF DRIP 1-1 61 SF DRIP N-1 127 SF DRIP 0 0 ~ L 0 HYDROZONE1 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 2 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 3 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 4 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 5 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 6 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 7 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 8 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE 9 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE10 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE11 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE12 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE13 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE14 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE15 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE16 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP HYDROZONE17 PLANTING WATER NEEDS IRRIGATION TYPE MEDIUM DRIP HYDROZONE18 PLANTING WATER NEEDS IRRIGATION TYPE MODERATE DRIP AVG. WEEKLY RUN TIME 110 MINUTES 70 MINUTES 240 MINUTES 300 MINUTES 118 MINUTES AREA %OF TOTAL 1268 SF 19 AREA % OF TOTAL 1596 SF 23 AREA %OF TOTAL 1229 SF 18 AREA %0FTOTAL 960 SF 14 AREA %0FTOTAL 1027 SF 15 AREA % OF TOTAL 34 SF .3 AREA %OF TOTAL 103 SF 2 AREA %OF TOTAL 21 SF .3 AREA %OF TOTAL 24 SF .3 AREA %OF TOTAL 29 SF .3 AREA %OF TOTAL 23 SF .3 AREA %OF TOTAL 26 SF .3 AREA %OF TOTAL 61 SF .3 AREA 43 SF AREA 117 SF AREA 117 SF AREA 27 SF AREA 127 SF %OF TOTAL .3 %OF TOTAL 2 %OF TOTAL 2 %OF TOTAL .3 %OF TOTAL 2 LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2 ·REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2 -REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2-REFINED LANDSCAPE ZONE ZONE 2-REFINED WATER USE REDUCTION MEASURES: 1. SMART CONTROLLER FOR PRECISE IRRIGATION NEEDS. 2. SOLAR/RAIN SENSOR TO TURN IRRIGATION OFF IN INSTANCE OF RAIN. 3. DRIP IRRIGATION FOR DIRECT IRRIGATION TO SOIL. 4. FLOW SENSOR AND MASTER VALVE TO TURN OFF IRRIGATION IN CASE OF IRRIGATION LINE BUST. 5. 3" DEPTH OF MULCH FOR SOIL TEMPERATURE REGULATION. WATER USE NOTES: 1. ALL IRRIGATION FOR SITE WILL BE POTABLE. THERE ARE NO PLANS FOR FUTURE EXPANSION TO RECYCLED WATER. 2. THERE ARE NO PROPOSED TURF AREAS. 3. ALL IRRIGATION WILL BE DRIP. 4. AN ET-BASED SMART CONTROLLER IS UTILIZED FOR THE COMMON AREAS TO REDUCE WATER CONSUMPTION. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLANS WILL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. DATE: 3-21-13 REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION ··• -;x.v' · MODERATE WATER USE LANDSCAPE AREA " ,.)•\.,_. )' /...._ 20 10 0 20 40 60 --- GRAPHIC SCALE 1"= 20'-0" ·------------------------ Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1 DDS Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • COP 12-17 Wimmer Yamada ~-~ Caughey L~r.ds~ap~ Archinctur~ I Envill>nm~nal Pl.nn:ng j067 f.Fth Av~nu~. Son Diego, Callfornl~ j)l!O].f81D ., 61,9.lJl.f001 ' 619.:1.p .. oi\,.a www.wy~c.oom 201 WALNUT TOWN HOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION OATES: PRELIMII\ARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITTAL 08-14-2012 CDP,PUD,TM SUBMITTAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO: 1112 HAW.<INS + HAWKII\SAHC>-llll:oC IS HE'SERVFS ~HEIR COMWl'-1-l AW .~OPY~IGI-IT A"'D OTHER PROPERlY RIGHTS IN THESE PlJ\NS T -1ESE PLMISMO :JRAWINGS /I.RE NOT TO BE REPRODUCED CHAf.ICEDORCDPIED INANYrOrtMOR MANNE:I1 WIIATSOEVE:R WfTIIOUT FIRS1 DBTAINit.IQ THE EXPRESS WR:TTEN PERMISSION 1\NDCONSE:-.IT OF HAWKINS+ HAWKINS ARCHITECTS WATER USE PLAN SCALE. LW-1.0 LANDSCAPE MAINTENANCE GUIDELINES IRRIGATION A. DESCRIPTION THE IRRIGATION SYSTEM CONSISTS OF A NUMBER OF FUNCTIONING COMPONENTS, WHICH MUST WORK AS A COMPLETE SYSTEM. THE COMPONENTS INCLUDE BUT ARE NOT LIMITED TO: A BACKFLOW PREVENTER, MANUAL BALL VALVES, AND GATE VALVES, FOR SYSTEM ISOLATION, REMOTE CONTROL VALVES, QUICK COUPLING VALVES, DRIP IRRIGATION, AND ASSOCIATED PIPING. THE IRRIGATION IS CONTROLLER BY AUTOMATIC CONTROLLER LOCATED IN CONNECTION WITH OTHER SYSTEM MONITORS IN AN ENCLOSURE. THE IRRIGATION SYSTEM HAS A MINIMUM OF 90 DAY WARRANTEE FROM THE CONTRACTOR, WHICH BEGINS AT THE COMPLETION OF THE MAINTENANCE PERIOD AND FINAL PROJECT ACCEPTANCE. B. IRRIGATION CONTROLLER SCHEDULING 1. ONE QUALIFIED PERSON SHOULD BE SOLELY RESPONSIBLE FOR SCHEDULING THE OPERATIONS OF THE IRRIGATION SYSTEMS. OTHER MAINTENANCE PERSONNEL SHOULD NOT BE ALLOWED TO ADJUST ANY PROGRAMS. 2. DRIP IRRIGATION SHALL BE SCHEDULED BETWEEN 8PM AND 6AM, UNLESS WEATHER CONDITIONS PREVENT SUCH. OPERATION OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING, EXTREME HEAT CONDITIONS, AND SYSTEM MAINTENANCE. 3. IN GENERAL, IRRIGATION OPERATIONS SHOULD APPLY WATER DEEPLY, THOROUGHLY, YET INFREQUENTLY. THIS APPROACH HELPS TO ENSURE THE OPTIMUM GROWTH, HEALTH, AND LONG-TERM SURVIVABILITY OF THE VEGETATION WHILE AT THE SAME TIME MINIMIZING WATER USE. -PARAMETERS TO CONSIDER WHEN SETTING THE IRRIGATION SCHEDULE: A.IRRIGATION INTERVAL B. IRRIGATION RUN TIMES C. MULTIPLE CYCLE STARTS FOR EACH IRRIGATION EVENT TO AVOID RUNOFF AND PONDING D. AMOUNT OF APPLIED WATER SCHEDULED TO BE APPLIED ON A MONTHLY BASIS E. APPLICATION RATE F. SOIL TYPE G. PLANT TYPE H. ANTICIPATED ROOT DEPTH I. ENVIRONMENTAL REQUIREMENTS J. SLOPE FACTOR K. SUN AND/OR SHADE FACTORS L. IRRIGATION UNIFORMITY AND EFFICIENCY M. LANDSCAPE ESTABLISHMENT PERIOD FOR NEW PLANTING N. SEASON 4. IRRIGATION PROGRAMS SHOULD BE ADJUSTED ACCORDINGLY ON A MONTHLY BASIS TO CONFORM TO HEAL THY PLANT GROWTH AND ENVIRONMENTAL REQUIREMENTS. IN GENERAL, THE RUN TIMES SHOULD BE ADJUSTED BASED UPON HISTORICAL ET AND CURRENT WEATHER CONDITIONS. 5. IRRIGATION PROGRAMS SHOULD BE ADJUSTED ACCORDINGLY TO REFLECT THE CHANGE OF SEASON. 6. IN RAINFALL IS ENCOUNTERED, THE THE IRRIGATION CONTROLLER SHOULD BE TEMPORARILY SHUT OFF. CONTROLLER SHALL BE SHUT OF DURING PERIODS WHEN SOIL IS MOIST DUE TO NATURAL RAINFALL. 7. A SOIL MOISTURE PROBE SHOULD BE USED MONTHLY IN EACH PLANTER HYDROZONE BY THE SYSTEM SCHEDULER TO DETERMINE ACCURATE SCHEDULING REQUIREMENTS. 8. A CHART SHOULD BE MAINTAINED TO RECORD CURRENT PROGRAMS AND PLACED INSIDE CONTROLLER CABINET. 9. SETUP SEPARATE IRRIGATION SCHEDULES FOR THE PLANT ESTABLISHMENT PERIOD AND THE ESTABLISHED LANDSCAPE. C. REGULAR IRRIGATION SYSTEM CHECKS 1. INSPECT THE ENTIRE IRRIGATION SYSTEM ON A WEEKLY BASIS. RUN ALL SYSTEMS FROM THE CONTROLLER FOR A MINIMUM TWO-MINUTE TEST CYCLE. INSPECT FOR BROKEN EQUIPMENT. INSPECT FOR INOPERABLE SYSTEMS AND INOPERABLE OR MALFUNCTIONING EQUIPMENT. REFER TO OPERATING MANUALS FOR TROUBLESHOOTING OF INOPERABLE EQUIPMENT. REPAIR/REPLACE BROKEN OR MALFUNCTIONING COMPONENTS WITH THE SAME OR EQUIVALENT PART TO MAINTAIN AN AVERAGE IRRIGATION EFFICIENCY. 2. INSPECT SUB-SURFACE COMPONENTS OF THE IRRIGATION SYSTEM ON A MONTHLY BASIS, INCLUDING MAINLINE PIPE, LATERAL LINE PIPE, ISOLATION VALVES, AND VALVE MANIFOLDS. 3. INSPECT WATER METERS, BACKFLOW PREVENTERS, AND PRESSURE REGULATORS ON A QUARTERLY BASIS TO ENSURE PROPER OPERATION. INSPECTIONS FO BACKFLOW PREVENTERS AS REQUIRED BY REGULATORY AGENCIES ARE A SEPARATE REQUIREMENT. 4. RANDOM SOIL MOISTURE PROBING SHOULD BE DONE MONTHLY TO A DEPTH OF 24". A SATURATED CONDITION IS AN INDICATION OF DRAINAGE PROBLEMS OF EXCESSIVE IRRIGATION AND SHOULD BE REPORTED AND CORRECTED IMMEDIATELY. PLANTING A. DESCRIPTION THE PLANT MAINTENANCE CONSISTS OF ALL TREES. SHRUBS, GROUNDCOVERS, AND VINES CONTAINED WITHIN THE LIMITS OF DEFINED PROJECTS. SURFACE MULCHES ARE ALSO CONTAINED WITHIN THIS SECTION. B. TREE PRUNING 1. ALL TREES ARE TO BE MAINTAINED IN A SHAPE AS CLOSE TO THEIR NATURAL FORM AS POSSIBLE. 2. ALL TREES SHOULD HAVE LOWER BRANCHES REMOVED TO ALLOW AN 8-FOOT CLEAR SPACE AT THE TRUNK. 3. DEAD AND CROSSING BRANCHES SHOULD BE REMOVED BACK TO THEIR PONT OF ORIGIN. 4. BRANCHES SHOULD BE PRUNED IN TOUCHING OR GROWING NEAR BUILDING FEATURES. DO NOT ALLOW BRANCHES TO GET NEAR ENOUGH TO GLASS TO CAUSE BREAKAGE. 5. TREE ARE NEVER TO BE RADICALLY TOPPED, HAT-RACKED, OR CUT BACK. 6. ALL BASAL SUCKERS AND SPROUTS SHOULD BE REMOVED IMMEDIATELY 7. PRIMARY-PRUNING OPERATIONS SHOULD BE DONE DURING THE WINTER MONTHS 8. ALL PRUNING MUST BE DIRECTED BY A QUALIFIED MAINTENANCE TECHNICIAN WITH AT LEAST FIVE YEARS OF EXPERIENCE C. TREE FERTILIZATION 1. TREES SHALL BE FERTILIZED WITH 'GROWPOWER' 12-MONTH TIME-RELEASE 7-GRAM 12-8-8 FERTILIZER TABS YEARLY IN FEBRUARY. THE FERTILIZER SHALL BE APPLIED PER THE FOLLOWING PROCEDURES: -MEASURE TREE TRUNK 14" ABOVE GRADE; FOR EACH~· CALIPER OF TRUNK, USE THREE 7-GRAM TABLETS. -AUGER OR DIG HOLES 6-10" DEEP AROUND TREE'S DRIP LINE. PREVENT DAMAGE TO IRRIGATION LINES. -PLACE ONE TABLET PER HOLD, DIVIDING TABS EQUALLY AROUND PERIMETER OF TREE. REFILL HOLE WITH SOIL, COVER WITH MULCH AND APPLY WATER TO REFILLED SOl. D. TREE STAKING 1. UNLESS TREES ARE ALREADY EXISTING AND ESTABLISHED, TREE STAKES AND TYING MATERIALS WILL BE FOR NEW AND REPLACEMENT TREES ONLY. 2. TREE STAKES AND TIES SHOULD BE MAINTAINED TO PROPERLY SUPPORT TREES FORA PERIOD NOT-TO-EXCEED ONE YEAR. THE GOAL OF STAKING IS TO HELP THE NEW TREES BECOME SELF-SUPPORTING. E. SHRUBS, VINES, AND GROUNDCOVER PRUNING/TRIMMING GENERAL PRUNING SHOULD BE DONE LATE IN WINTER. MINOR PRUNING CAN BE DONE AT ANY TIME. THE GOAL OF THE PRUNING IS TO REMOVE DEAD BRANCHES AND ALLOW FROWTH FORM. SOME BASIC PRUNING GUIDELINES ARE AS FOLLOWS: 1. SHRUBS SHOULD NOT BE CLIPPED INTO INDIVIDUAL BALLED OR BOXED FORMS, AND SHOULD INSTEAD BE TREATED AS MASSES. 2. VINES SHOULD BE PRUNED TO CONTROL GROWTH AND DIRECTION AND SHOULD BE KEPT INBOUNDS, AND NOT ALLOWED TO GROW OVER WINDOWS, GATES, OR OTHER AREAS IN THE WAY OF PEDESTRIANS. STRAY OR UNDESIRABLE BRANCHES LEADING INTO THE PATH OF HUMAN TRAVEL SHOULD BE REMOVED. 3. ESTABLISHED GROUNDCOVERS BORDERING SIDEWALKS OR CURBS SHOULD BE EDGED AS OFTEN AS NECESSARY TO PROVIDE A CLEAN, CRISP LINE AT TIMES. F. WEED CONTROL 1. WEEDS SHALL BE REMOVED ON A REGULAR BASIS, EITHER MANUALLY OR CHEMICALLY AS IS FEASIBLE. 2. WEEDING SHALL BE DONE WEEKLY DURING THE PEAK GROWING EASON. 3. WEEDING SHALL BE DONE MONTHLY DURING WINTER MONTHS. G. MULCH 1. KEEP MULCH AREAS CLEAN AND FREE OF DEBRIS. CLEAN UP SHALL BE DONE ON A WEEKLY BASIS. 2. REPLACE MULCH AS NEEDED IN KIND 3. ALL PLANTING AREAS SHALL BE MAINTAINED WITH A MINIMUM OF 3" UNIFORM DEPTH OF MULCH. H. DISEASE/PEST CONTROL 1. IF DISEASES, PESTS, OR OTHER PROBLEMS ARE OBSERVED, A QUALIFIED HORTICULTURIST OR ARBORIST SHOULD BE CONTRACTED TO INSPECT AND AREA IN QUESTION, AND PROVIDE AN EVALUATION WITH TREATMENT RECOMMENDATIONS AND MONITORING. 2. BIOLOGICAL CONTROLS OR INSECTICIDAL SOAPS SHOULD BE CONSIDERED AS A PRIMARY MEANS OF TREATMENT. SOME INSECT-SUSCEPTIBLE PLANT SPECIES, SUCH AS HIBISCUS, MAY REQUIRE APPLICATION OF SPECIFIC CONTROLS AS PER THE CERTIFIED PEST CONTROL ADVISOR. 3. ALL CHEMICAL CONTROLS MUST BE APPLIED UNDER THE STRICT SUPERVISION OF A CALIFORNIA PEST CONTROL ADVISOR. -------. ~ I I -·-·~·-·-·-·-·-·~.!?~~;_,_,_,_,_ ..... ,._.~.~.8,,b,l~::!.lll6~~...:. ..... :~._. ..... ..,..-.-·..,.·-·-·~·-·-·-·-·-·-.. ~;~·-·- I ------ 1-- UJ UJ 0:::: 1--vr 0 _J UJ ::.· ' d6o i I c~'n 0 . .-_, --- - ---- \ I ·- ']· I ~ --____ ___,i ---___ _r-- REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION --l i ,- ' ~ /· · / PRIVATE MAINTENANCE AREA-PER HOA CC&R ~/ <<r: ~ :~ COMMON MAINTENANCE AREA -PER HOA CC&R l ~ PUBLIC MAINTENANCE AREA -PER HOA CC&R FOR PUBLIC AREAS AND CITY OF CARLSBAD LANDSCAPE ORDINANCE MAINTENANCE NOTE: ALL PUBLIC AND COMMON MAINTENANCE AREAS DESCRIBED ABOVE SHALL BE MAINTAINED BY HOA PRIVATE AREAS SHALL BE MAINTAINED BY PRIVATE OWNERS, PER HOA REQUIREMENTS. ' 1 · rSITE SETBACK 1 " I . -' '' ' -~~-t--c I;, • I 20 10 0 - ,, --<---,, 20 -- '_-,J 40 GRAPHIC SCALE 1"= 20'-0" • L " . I 60 Hawkins + Hawkins Architects 619.232.7700 fax 619.232.7770 www.H2Asandiego.com 1005 Rosecrans Street, Suite 200 San Diego, California 92106 CITY OF CARLSBAD APPLICATION NOS. • CT 12-03 • PUD 12-06 • CDP 12-17 Wimmer :::::: ~ Yamada ---------and Caughey L:lfld~c:>pe Arcl1:~e~rur~ I Envlrun!I".ernall'!"n"ing Pli7 l'ifil.llvcu~~. SauDiogu, c,Jifurnia ,~]Uj.j&jO l 6:9.2p.4:J04 ,. 619.2p..0~40 W\\iW.W)'O~mm - 201 WALNUT TOWNHOMES 201 WALNUT AVENUE CARSLBAD, CA 92008 REVISION DATES: PRELIMINARY REVIEW 03-22-2012 CDP,PUD,TM SUBMITIAL 08-14-2012 CDP,PUD,TM SUBMITIAL #2 12-05-2012 CDP,PUD,TM SUBMITTAL #3 03-21-2013 PROJECT NO.: 1112 HAWKINS-+ HAWKINS ARCHITECTS RFSFRVfS TI1EIR COMMOr>.-LAWCOPYRIGHT A liP OTHI'R "ROPERTY HIGii I 5 IN lliESE PLANS THESE ?LAN SAND OJlfi.WINGS fiRE NOT TO BE REPROJUC~P. CHANGED OR CO..,IED I~ />J<OY FOR'-! OR MANNER WIIATEOCIICR WITH :JUT FI~ST OBTAINING TH: Ex:>RESS WRITTEN PERMISSION AND CONSENT OF HAWKINS+ HAWKINS ARCHITECTS MAINTENANCE PLAN SCALE: LN-1.0