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HomeMy WebLinkAboutAD 02-02; RUBIO'S RESTAURANT; Site Plana ;· --~<-"! ···"• . ;_:::.. ~:,;\.~·n/\:---- . ~ ; . ,;-·;·. , :· ... ~.~};/(~lfJ\J;:•:~ :e;,~; --t\~,vf ;(fli1 -~--·,;"""·,."t•"~"'t·' •• ,_- r!f_{t_t_,~_.f!f ()?\'· -·;._ ,, .... • _;'..-;/'-:\):}> ~::-,~,.-•-', -;-_, ,-i"'-· .::· -,.Y,.-. ·?{fJ/~~1E{~.; - ;-::·_;:<:_/,;_·\:··., ' -· ~--_:": .:,)fi( ~-:: ·~::'.f:•; ·.··t,J;;:'.:. - G O L F C O U R S E TYP. •2• TRIJCK ---~ tCAL TRANS 407E) PEPESTRIAN LIN!( TO CARLSBAD RANCH • LEGOLAND F L O W E R F . ' I E L O S • TYP. &0' TRUCK (CALTRANS 407[)J TURNING: RADIUS TURNING RADIUS 15' LANDSCAPE SETBACI( 25' BUILDING SETIIACI( 25' BUILDING SETBACI( c;::,15' LANDSCAPE SETBACK ----.... -·•· CAR COUNTRY CARLSBAD_ .. :.-. .L: (AUTO ROW) TO CANNON ROAD AND LOS ANGELES VIA 1-5 0 Jao w > -0:: 0 >= 0:: I-z ::J 0 0 0:: ~ 0 0 •o t 0 '120 I I I I -----,....• I -- r,.-~I 1~ .. I .. ,. ~I ,. .. ,"' .. ... "' <') 0 0 .. .. ... .. " 0 .. .. I' TO Ill 0 .. .. IN .... "' 0 0 .. .. .. ... -·-- FOR 'OADIN A.1CCE S OI 0 ... "' <') • It) 0 ... ;:: .. .. .. .. .. .. .. .. .. .. .. .. ... ... .. .. .. • 0 "' .. - I TO I' WIDE S RVICE AISLE OR LO DING CCESS BUil ING 120 It) ID ... "' a, 0 .. "' 0 0 0 0 0 .. .. .. "' "' "' "' "' "' "' "' -.. .. .. -.. ... .. --- <? - I! ' I I ' ' I - I I I I i I I I I ' ' I I ! ill I I I ' . ' I 11' ,LJ,..-'1~ 25' BUILDING • SUB~-...._ 11., r \_ --PHASE ONE PHASE w PHASE ONE--.. "' 1215:=:----t • 1101 It) .... .. "' • <') 0 ·o OI 0 <') .. ID .., 0 .. .. "' <') .. .., <') .. .. .. ... <') .. <') ... .., ., <') ... ... .. .. .. ... PH.AS TWO PHASE ONE· 1320 1321 1322 .1323 1324 cg "' .. 0 <') <') "' ., <') .. ., .., (? <') a, .., .., .. .. "' .. .. <? .. . 11 11 11 11 11 11 11 11 I I I ID "' .... "' <') • "' "' OI "' .. • " "' • " .. .. .. ... 1421 1420 1417 r,------t F.F. • &7.50 LOADING MA.LL ROLL-UP SECURITY G_RILL <') .. st 0 OI "' .. .. 0 0 "' .. .. .. • " " " " ... .. .. .. .. 11 11 11 11 11e " I J -tl"+,!if~~~-SECURITY I i I GATES I , 11 I \ .. 0 "' <') <') <') <') • .,,!i-" " .. ... .. ._.,;, ,,,. 0,$' ... 0 ,,,. • .. I '1 l I ~; l I I ' I I I I f-.Hi !-'1-<>i -'--i +-I lK:1>-I-,,\~. ()--'-1: l-+1-o+-t-t<;>-+-:-.i I :r?:·~·'Ti11 • t l ){(-----_-,.,_ ·-... _,, 0 ':2-;,,''' • ,4--'-SECURITY GATES Ml-',-,---:.;,. o'1/-'---'--TYP. MONUMENT SIGN LOCATION • HEIGHT AND SIZE TO Bl! DETERMINED I . .,4/,/....,.~~L----,"C:::,,_AREA BETWEEN CURB AND SIGHTLIHE TO BE CLEAR OF OBSTRUCTIONS OVER 2'-8" ABOVE GRADE. ELEVATION AT GRADE AT DRIVER'S VIEW POINT IS POINT OF o·-o· ORIGIN. (TYPICAL! CITY OF CARLSBAD Administrative Permit PEA ·soup ANDERSEN HOTEL . . . ' . . . \ APPROVED. ' BUS STOP W/ ---• TURNOUT & ---SHELTER, trrJ 440' TYP;CAL SLGHTUNE FROM DRIVEWAY, !!,N.Q...= -25" BUILDING I LANDSCAPE .... SETBACK -- • PRO~~CT OATA I ,: OWN ft:' CARLSBAD RANCH COMPANY ATTN: CHRISTOPHER CALKINS 5000 AVENIOA ENCINAS SUITE 100 CARLSBAD, CA 92008 PH: (151111 431-5600 STEVEN L. CRAIG 1500 OUAL STREET SUITE 150 NEWPORT BEACH, CA 921580 PH: (7141 22.4-4115 APPLICATION: •, . . • SITE DEVELOPI/IENT PLAN CARLSJlA.D \IIUNICIPAL WATER OISTRICT SEWER DISTRICT: WATER DISTRICT: . · ..... SCHOCIL DISTRICT: CARLSBAD _MUNICIPAL WATER OISTRICT • CARLSBAD UNIFIED SCHOOL. DISTRICT -----.. --~ .,.___ -.. ---. . -·--- .... -... ,, p s .. E 0 D E L N 0 R T INTER ST A TE 5 D SITE DATA PROJECT ADDRESS: UNASSIGNED 211-022-03 I A.P.N,: PORTION OF 2.11-022-15 LOT AREA: 28.85 AC EXISTING ZONE: EXIST. LAND USE: R PROPOSED LAND USE: R TOTAL B.UII .. DING 1100 AREA 82,371 SF BUl~DING 12000 Alil;A 154,710 SF BUll,.DING 130CI J.REA 86,530 SF , .. , 11JJ11,t11NG ~1400 AREA . 86,389-SF .. TOfAL BLDG. AREA: 300,000 SF T01' AL BLDG. COVERAGE: 25.8% PHASE 1 PHASE II 20,504 SF 41,887 SF 64,710 SF 0 Sf 41,309 SF 32,_584 ~F l 1)6l.3.89~ SF • 0 SF ' • 212,912 SF 74,431 SF . 394'-0" . E PHASE IH 0 SF 0 SF 12,1557 SF 0 SF 12,857 SF LANDSCAPED AREA: 13.B% (160,100 SFI PARKING REQUIRED:. 5/1000 RETAIL (SHOPPING CENTER) / 5/1000 OUTD►OOR DINING RETAL (SHOPPING CENTER) OUTP<>,911 PJNING TOTAL PARKING REQUIRED PARKING PROVIOED: STANDARD COMPACT HANDICAP TOTAL PARKING PROVIDED PARKING llA TIO 300,000 SF 1,403 $F 1140 370 (24%1 28 1538 SPACES 5.12/1000 1500 1 1507 SPACES ~hl:,,11#.i!\K!~_q, w,!l;~: B[..~.1,11!,T. ,&.~ .~T~!Pl!O. I~ ..l'H,6,$!L9.NE. ..nc:RE BUH.DINGS A.Ri, IN 1'UTU1<1: PH,.SE, CONTRUCTION WILL STOP AT 8'-0" FROM THE BACK.OF CURB (WHERE OCCURSI OR 2•-0• . FROM FAC£ OF WALL (WHERE A/C IS ADJACENT TO BUILDING). EDGE OF A/C TO BE TERMINATED W/ REDWOOD HEADER OR _ROLLED A/C CURB. THERE IS NO AREA ON THE SITE WHICH IS UNllEVELOPABLE PER ZONING ORDINANCE SECTION 21.53.230 A\lf:AAGE D.AH.Y TRAFFIC GENERA.TED BY THE PRO.iECT: 15,000 PER CARLSBAD RANCH SPECIFIC PLAN. ENHAI/CED PAVl~G !)~NOTES ~REA OF_ ~NH~NCED CONCRETE PAVING ANO UNOSCAPE PLANTERS MALL ROLL-UP SECURITY GRLLES WILL BE OPEN I CONCEALLED DURING BUSINESS HOURS. INTENT IS TO I.MT ACCESS DURING CLOSED TIME TO THOSE ARi:..i,.S NOT VISIBLE FROM STREIT TO LIMIT BREAK- DiS I VANOALISM to MALL STOREFRONTS. SECURITY GATES AT STREET DRIVEWAYS TO BE OPE~ DURING BUSINESS HOURS. lllTENT IS TO LIMIJ VEHIC~ ACCE$S TO SITE O\.IRING OFF-HOURS TO OETER CRASH I GRAIi 8REAK•!NS. IIUS: TURNOUT WITH SHELTER PER NCTO SPECIFICATIONS. t~l~-Wll,L.:BE P.IIOVll)l!O BY THE.OE\'ELOPER AS REOUIRED / ALLO~D BY THE CITY ENGINEERING DEPT . AND IS SHOWN FOR CONSIDER.A. TION. SHELTER WILL BE EITHER TOLAR MFR. MODLE NO. 13 NALO OR ACE ALUMINU'1' MODEL NO. 3XICP1,4D. • •• • ' " •• .. '-~ TYP, 80' TRUCK lCALTRANS 40101 TURHlttG RADIUS ~ PAVED SECTION FOR SHA.RED ACCESS, FLOWER FIELCI CURBS I PAVING FOR PARKING LOT DEVELOPMENT TO BE PROVIDED AT LATER DATE LIMIT OF CURB AT ENTRY ---DECELERATION LANE TO SOUTH EDGE OF EXIS.TJNG FLOWER FIELD C\,IRB-CUT. EXISTING FLOWER FIELD CURB-CUT TO BE CLOSED. ,-------'\ --=--=- / -• ----¾-- --~ '70 PALOMA~ • ¢·· --AIRPORT RD. •• - . ;,: AND SAN DIEGO - ~ VIA 1-5 " l l ' ,. ' c;7y Of CAR Cl(D ?.E.::::USE SIN e.K::LOSURE FOi'! "3 cumc ':'ARO BlNS ""' \' . . . ,_( -~. l -, t=-'ir.~+,.. • VICINITY MAP RECEIVED NOV 0 6 2002 eff'f Of CARLSBAD ~tllli,NIG OiE:Pf. PROJECT LOCATION P"-L R •' I RESUBMITTED 29 JULY 1996 • • • 95Sis: l 29 JULY A2 of sheets • 199s; E • • • • • • • • • • 1 ARCHIIECl'URE l & ENGfNE.E'RmG • • • • • • • AU .ideas. designs. ,no arr,,.~ementa a: _1S5.A1N5 l'>'IDIOER~E0ti,AC.ABL~21,10 in4icllad on ttieso drewir,_gs .,o 1h• p :~~~~{Rf~ct@ -~:;:!T~CTURE 1 : if~ lfs\9J) ~t!1~~~ . : • C Ci=) -7ul,=· :::tJuc:;=====" =i:1__,I--=:; D YIN"--.._ 'l"'~er (t,i) >I f:;<1~e Tl> t•U••fl;tf ; f'ow..o<N • i:::.v...,., a.E-.,,...., • ~ €11> \fTl>J (,. GI.)~ 5 • 4 E.x1•rnt-ll.. r'.o.-Y'I -..,] Ft,.c1wC:.!\. F1a...1>~ • CD PAVING PLAN 1 1------ SCALE 114" = 1'--0" r'"\z-111-111111111:al!l-lll&lii!!illi!lllilllll!ill!l!l!ll!llf!ll,II O' 2' 4' 12' ~--EXISTIN6 -~--+-------------21.~c__goMJ"__ -I ----, I' I [---------·-1 . u 6 I I n L, R ~I' I J--l l : , I -·t-------~---t -i 7 I , II l 'I I I ,' ,_-[__J ,-------...11 I I I j · --I -□' :,-'1 l I I ,1 I l : I II I i I t' ___ i I ·---1 ________ _, L 4 ELEVATION I -~ r 0' 'Z 4' SCALE 114' = 1'-0" I I I I L ___ _ , • 12' '! 6 I I I _ I I I I I I I I I U I L __ _J ' -/ l _\, u; • EXISTIN.$ ADIN6DOCK -I I I I DEMOl..1$HEO CONC-RETE ·1 u t 61-A!3ANO-CUR6 L --..J --F/.EH0\11; EXIStlN6. SOUARDS '-----,..c· FOOTING< TO REMAIN ·• r.e _ ~CT _ r&PI■ IWfUIHll O' 2' --4' ®5,-_SECTION SCALE 1/4" = 1 '--0" I 12' i-·--,-~~~,- !1 I . ll if ·; !. !i i I ll i--:::::::====== ' '------·----··----· I ~--------- ' ~ 5ERVlc-E DOOR ~ TO MATCH EXISTIN6, ; PATC-H AND REPAINT i AFFECTED Y'W.1..5 TO i""MA.. TCH EXISTIN6. 3/4" X 3/4' T.S. 8ALU5TRADE o 4-V2' O.C. 12 AS / / '. I NEl'l PIPE 601.LAAD / / / I 1/2' DIA. NEl1 T.S. PIPE CP ?i>'-0" O.C,. L--@ NEYi aJRB TO MATCH EXISTING 2 SECTION/ELEVATION SCALE 114" = 1'--0" O' be r mt z 4' ' . ';, 1«-,, --r,--------3/4"x3/4" T.S. 0AU.US1RADE 0 4-1 /2" O.C. I ! ~~--~---,-; :-.-------1 1/2"x1 1 /2" SQUARE VERTICAL , ' POST O 5' -o• O.C. MAX. -~ (SPACE EQUALLY EACH SECTION) • (PLAN USES 2' -8" FOR CURVE) ~,1-----,1---------; ,._ -~~1---~-,,--+-<-----1 ' I I t'----HARDSCAPE THICKENED EDGE A 4 12' 3 SECTION/ELEVATION SCALE 114" = 1'-0" NOTE: ALL GUARDRAIL / HANDRAIL METAL SHILL BE HDT-DiP GALVANIZED ANO PAINlED WITH HIGH PERFORMANCE ALIPHATIC PClLY\JRETHANE ENAMEL ,S PER SPEClflCATIONS. 'I I' 1 1/2"x1 1/2" T.S. TOP RAIL --'kc----t-'il; '---------1 1/2"x1 1/2" T.S. TOP RAIL • I ' • -I "' .... I,, • ~ ! i !r--------3/4",3/4" T.S. 8ALLUSTRADE ; ; ; l '; : i I I ,, ' '' '' : I ~------1 1/2"xl 1/2" SQUARE VERTICAL POST O s·-o· O.C. MAX. ( (SPACE EQUALLY EACH SECTION) (PLAN USES 2°-8" FOR CURVE) ------HARDSCAPE THiCKENED EDGE _JJ 3• O' 2' 4' 0 CONDITION '6' 0 CONDITiON 'A' 12' e•~ WNC.RETI: FILLED STI:l'L PIP!; BOLLARD 2'-Q' I SIJILPIN6 c;oi;tNER--' ©-CONDITION 'C,' 1// 6 PERIMETER HANDRAIL ELEVATION RAILELV 7 PERIMETER HANDRAIL SECTION RAILELV BOLLARD @) ~7_;_ARD LOCATIONS PEDE5 TRIAN Y11A!.Kl'lA Y5, 4' NOH. 11-IIGK = l'ITH 13 RE6AR O 1&• 0&,, 6/1'1 FINISH F!cR Pl.AN. 1/4' (! 't ::: YEHIC.ULAR APRON$, C.OHCRET!: PAVIN& PER ~ML !'111-1 MEOil.M !:MOM-FINISH 11EAKENED PLANE JOINT /e,_JJ • />ff'X. 15'-o' O&,. (:"a; MAU. P.A/1) TOOLED JOINT • N'PX. 5'-o' O&,_ (SEE MALI. F)..A.11) 9 l'REHOlDfl) E.lMA~AL •• 1/2' DIA X 24" t..o,,,s !Xl'£I. • 24" O&,. /ti 12" IM!'!fD HIil EXP ANSI ON JOINT (E_JJ e />ff'X. ~O'--o" O&,. (SEE HARI>XAPf PLAN) C,ONC,RETE PAYING JOINTS . I 1/2"• l'-0" H--EXJ5TIN6 i'IAlL • 4 X 24' D0/'6.5 EPOXIEP IHTO SI&' X 6' HOU3 • :24" O&,. I 4 o 24' O&,.EYt . . ·.,-· 6' ,,~~GAA~~!LL7 • r co,.,. SI.A!! ii . ·, -."•' . ' . - ·•· .. P-J0INTS METAL RAIL 2'-0" !01 C,Qf.:;l',ETE SI.A!IAHDQJRB !'j.Of'E TODIWN ) AU'.1'1€RE =-~ REl'I.ACE NATIYE SOIL l'ITH/>8JANA6UA SOIL AT FtAN11:RS 6' l 1 --llROOM FiNISH ==· PERJHETI:R flAND l 1 ~-YV.5l-Eil EXPOSED A5GRE6A1E C,QI..C!<fl) C,QNC,_ 't___ GOHP.AGW ~ 1YP. OR CL,t,56 2 a-\SE AT "\IEHIQJLAR PAVIN& C,ONC,RETE PAYING JOINTS 1O-.,~la~.-.~l'-O=-,-----------~P~-.JO=IITT~S,- 7 /tr EXlER•OR P.C. PLASTER S"YS1£M, REMOIIE BOTTOM PORTION ,S REQUIRED TO ACCOMMODATE NEW Sill HEIGHT -----~ r NEW SHEET METAL.-----+: FLASHING PAINT NEW PLASTIC WEEP ---.-c--::---=---=--~KII SCREED - NEW CONCRETE ------, WAfXIIAY lTlAfflC SEAIANT----1, EXP. JOINT Ll 4 <1 FINISH Fl.DOR EXISTING CONC. SlA8 MATERIAL~--~ " --+--------'-'---'1'~-----"'---+-~1- EXISTING WAil @)3 -::~-;;-. __ I L":';1~C-::-_0-;;"--_D=ET-'-'--A ___ I L=-----'---------~=- ~ SIU-DETAIL 11 ...,..._ ___ F"k----GROi.N C.ot-lC,RETE TOP &"i!ic.oN~F<flE Fll.l.ED PIPf BOU.ARD = 9 U) ; J. I(-----PAINT TO MATC,H EX15TIN& PAVIN6 Pl:R Pt.AN -6x HEADER 7 /S" P.C. PLASTER OVER METAi, l,AlH 0\1:R BUILDING PAPER OVER PL't'WOOO PER STRUCTURAL .---J-MOULD GN..V. SHCET MEiA!. DR1P . SEALANT ~--HOLLOW METAL FR\ME ARCHITECTURE & ENGINEERING ARCHiTECTS & ENGiNEERS: JOHN M. McKEOWN THOMAS B. AWBREY DONALD E. BLAIR A.I.A. CARLOS J. ZUNIGA P.E. C 6617 C 17578 C 20127 E 14587 ,o E. & u.J~o: -Sh 0:: O No. C 20127 :," ~ Copyri9ht @ 2001 K\.1A ARCHITECTURE & ENGINEERING All ide □s. d~signs, and arrangements indi- cated on these drawings ore the properly of KMA ARCHITECTURE & ENGINEERING and are intended to be used in c□nnecr,on with this specifo;; project only end shall not otherwise be used for ony purpose whoh:oe'ver withou1 the written consent of the architects. ihe,·e sholl be no chonges or deviations from these drawing$ ar Lile occompanying specifications ',',ithout lhe w1itlen consent of the architects. CONSULTANTS: REVISIONS: PROJECT: cno -c~CO a,O~ ..o• I 'I u,cn a> • I , --. ·-<tS O ::, oocn DRAWN: CHECKED: co 0 0 (I) (I.I .... 0) ... o<G z._ C _.., (I) 0 a:: -o<G (I) 0 rn . <G "O a. <G .0 0 (I) (I.Ii: <O <G IOO AB cc DATE: 07 AUGUST 2002 PROJECT NO.: SHEET TITLE: PAVING PLAN, SECTIONS, ELEVATIONS & DETAILS SHEET NO.: A3 02189 • lD r--- N • en lD • X 0 Li.. 0 • lD r--- N • en .- lD (1) C 0 I, ..c Q_ Q) Q) I- • 0 ..- ..- N en 0 ·-C L 0 ·- 0 0 0 U> Q) ·-0 C 0 er, -u L 0 > Q) :J 0 (l) 0 C (1) L 0 2 l{) I,{)