Loading...
HomeMy WebLinkAboutSDP 96-13B; EL CAMINO TERRACE; Planning Commission• ' • ' )SP; . .1 /'. /;,/ / / , / i _/' ' , • / ' r / ' \ \ , / \ _,/ / / \ / \ " '\ /- '. \ \ . \ / ,/ \/ ~ ; \ / \ \,: •\ /\ ' \ ·. I X / / \ I ' ' ' \ /' / / , I \ \ ?: \ \ \ \ \ .. '\ ,/' \/ ', /. \ f \ / ' '•. / \ ' .• / / / ' >t ,/ \, \ I ' 'x/ / \ , \ / \ \ ' ' SITE PLAN SCALE: I" = 20' I \ \ \\ \1 \ \ ? \ \ \ ( /q I\ \ ' \, ;., .. \ 1~•)\J '2. \ 0 \ \ \ \ \ -✓--\\ \ \ \' \ \ \ ' \ '\ \ \ \ ' \ ' \ \ \ \ \ ' \ ' \ \ I \ :-•<\ d '· ' ' \ ' . ' \ @\' TYP. 10' 20· \, '\\ . /( / \ \ -- NORTH 40' EXISTING BU/LO/NG .. ···----·-·•-.-•··· -;::;;::;;ca \"--.::L--l-- .. --- site plan keynotes (D ® © ® © (J) ® ® @> ii) @ 6" THICK MIN. AT OR/VeHAY ANO 5" THICK MIN. AT PARKING AREA, REINFORCEO CONCRETE PAV/Ne W #So ft;," O.C.E.N., SSOO PSI, OVER. 6" CLASS II BASE, y,// CONSTRUCTION ANO/OR EXPANSION ..JOINTS A MAXl/"IVM OF /t;,'-0" O.C. EXPANSION ..JOINTS TO BE A MIN. OF 1-11:Z" OEEP AN;A MAXIMUM ULTIMATE rJIOTH OF 1/4". VERIFY Y'IITH SOILS ENtE7/NEER. PROVIDE H VY BROOM FINISH. ALL ..JOINTS TO BE CLEANEO AN FILLED W ASPHAL TIC C ULK/Ne. EAT/Ne AMENITIES, TRASH RECEPTICLES, PLANTERS ~OR EMPLOYEE EAT/Ne AREA PROVIOEO BY OY'INER. 4" THICK DECORATIVE CONCRETE HALKrJAY EXIST/Ne ORIVEY'IAY APRONS TO BE CONSTRLICTEO ¼ER CITY STANDARDS, SEE CIVIL ORANINl:75. PROV/OE h/ASHEO CONCRETE Y'il LIGHT Jl>l<OOM FIN. AT ALL OR/VE LOCATIONS. PROVIDE VERTICAL 4 HORIZONfAL EXPANSION .JOINTS AT A MAXIMUM OF 15' O.C. SPAC/Ne. 5'-6"XS'-6"X4" THICK CONCRETE EXTERIOR. LANO/N0 PAO TYP. AT ALL EXTERIOR. MAN DOORS TO LANDSCAPED AREAS. FINISH TO ef! MEO/UM BROOM FINISH PR.OVIOE Y'/ALK TO PUBLIC HAY OR OR/VE rlAY AS REG. BY CITY INSPECTOR. PROV/OE S'-6"x5'-6" LEVEL LAND/Ne AR.EA AT ALL kxTER.IOR. MAN oooR.s. TRASH ENCLOSURE PER. CITY OF CAR.LSBAO STD. r:,f'le. NO. eS-16 KEYSTONE RETAIN/Ne HALL -SEE C,/VIL DY'/eS, FOP. HEieHTS MONUMENT SleN -UNDER SEPERA TE PERMIT , CONCRETE SY'IALE ALSO SEE "C" OR.Ne5. DR.AIN TO CURBALSO SEE "C" DRY'ieS. EXTERIOR. PARKING LleHT POL.E. SEE "E" DRMIN€6 ANO DETAIL. PR.OVIOE e!/AR.OPOSTS AT EACH L.OCAT/ON PER /?I=tA/L. "f/AO,;;l L.ANOSCAPE. SEE "L." DJ.'JeS. HANDICAP ACC.ESSIBILITY S/eN -SEE 7/AD.I HANDICAP ACCESSIBILITY ENTRY SIGN -SEE "I/AO.I HANDICAP INSleN/A -SEE &,AO.I 4 II/AO.I APPROXIMATE LOCATION OF TRANSFORMER. CONTRACTOR TO VERIFY Y'IITH !ITIL.ITY COMPANY. PROV/OE LANDSCAPE SCREENli,6 AROUND SEE "E" DRAY'i/Nes FOR SIZE ANO LOCATION. EXISTING FIRE HYDRANT NEY'i FIRE HYDRANT vicinity map CORTE VE IA PINA l; IMPALA OR. I Di I i '""'"" AV. site/roof legend D AC. PAV/Ne -SEE 'C" ~-FOR THICKNESS D CONCRETE: PAV/Ne -SE/= . "C" ORN0S. FOR THICKNESS C STANr:>ARO PARl<.INe STALL e,'-6" X //!,' IC:: STANOARO PARl<.11-16 STALL. t;,'-6" X /I!,' WI 2' O.H. u COMPACT PARl<./Ne STALL. t>'-0" X JS' -PR.INT "COMPACT" IN I!," LETTERS 4 CENTER IN STALL IU COMPACT PARl<.INe STALL e>'-0" X IS' JAJI :2' O.H.-PR.INT "COHPAC1'11 IN /!J" LETTERS ;. CE:NTER IN STALL ~ HANDICAP PARl<.INe STALL, SEE OETAIL I II AO.I AVERAGE OAILY TRAFFIC, ;.,1 • o-q LleHT STANOARO ce:, EXIST/Ne PUBLIC FIRE HYPRANT D&J PRIVATE: FIRE I-IYORANT- F.1-f. APPROXIMATE: LOCATION 6'· CATCH BASIN APPROX. LOCATION -w-NATE:R LINE -SEE CIVIL -0--GAS LINE -SEE CIVIL. -s--SEY.!ER /..A TERAL SEE CIVIL FIRE LANE STR.IPINe /Nr McArdle Associates. Architects 6965 8 Camm Real #105-472 la Costa, Califomia 92009 619-431-7775 EL CAMINO TERRACE OY-JNER I APPLICANT: SOLOl10N LEVY 865 Al1ENA CT. CHULA VISTA, CA q2q/o 6/q-482-0!36!3 ARCHITECT: McARDLE ASSOCIATES ARCHITECTS, INC. 6q65 EL CAMINO REAL #105-472 LA cos TA, CA q2ooq 76o-4BI-m5 CONTACT: ED MCARDLE LEGAL DESCRIPTION: PARCEL 3 OF CARLSBAD 11AP NO. q6-II, IN THE CITY OF CARLSBAD, COUNTY OP SAN DIEGO, STATE OF CAL/PORN/A. ASSESSOR 1S PARCEL: 2oq-040-42 APPLICATION NUMBERS: SOP q6-IB (A) PUO q6-08 ( A) SUP q6-oq (A) SITE ADDRESS 5607 PALMER HAY CARLSBAD, CA <'f2008 DISTRICT SERVICES: SEYVER: HATER, SCHOOL: CARLSBAD M.H.O. CARLSBAD 11.H.O. CARLSBAD U.S.D. BUILDING CODE DATA: GOVERNING CODE, EXISTING SITE ZONE, GENERAL PLAN DESIGNATION Jqq7 U.B.C. /,f Pl VACANT LOT OFFICE BUILDING B EXISTING LISE PROPOSED USE OCCUPANCY, CONSTRUCTION TYPE: STORIES: HEIGHT: ALLOJt-lAI3LE AREA: AREA INCREASES, 60' YARD, 2 SIDES VN 2 35'-0" 8,000 SQ.FT. 50% AD.JUSTED ALLOJt-lAI3LE AREA, 12,000 PER FLOOR, S6,000 TOTAL FIRE SPR/Nl<LERS: YES NOTE: ZONING ORD. SEC. 2133.230 DOES NOT APPLY PROJECT DATA: SITE AREA, 64,534 S.F. 1.48 AC. LANSCAPE AREA, 24,076 S.F. 55 AC. PERCENT LANSCAPING, 37.3% ESTll1ATED BUILDING USAGE LEVEL I -PARKING LEVEL 2 -OFFICE LEVEL 3 -OPP/CE TOTAL BU/LO/NG AREA, COVERAGE PARKING REQUIRED: 700 SQ. FT. 10,240 SQ, PT. q,502 SQ, FT. 20,442 SQ. FT. 31.7% 20,442 50.FT. OFFICE IP 1,250 TOTAL PARKING REQUIRED 82SP. PARKING PROVIDED, STANDARD COl1PACT HANDICAP 6!S SP. 13 SP. 45P. PR.OP0$1;0 INCR.eA5e TO THI= A VERAeE OAIL Y TRAFFIC GENER.ATE!:> BY THIS PR.O.ECT • r====---====-==-!:TOTAL PARl</NG PROVIDED CITY OF CARLSBAD Plannmg Commission 825P. 16/!J TRIPS BASEO ON, 'TRAFFIC GENERATION RATES FOR THE SAN DIEGO R.eGION', PVBLISHEO BY THE SAN DIEGO ASSOCIATION OF GOVERN/1ENTS, /NO/JSTRIAL PAR.I< USE (NO C01'MERt;IAL) e, TRIPS/1000 XI.FT. PER HEEl<OAY (:2/x/!J=/6/!J) /v1F'LOYEE EATING AREA, l;_ 1=-. -(! ft<n. l I!:' '=' .. 7. ~ ~ ~ .& ,: E ,,..-,.. .. _ ........ caseNo.$fJP9~-(BJ/2; -·· (300 S.F./5,000 S.F.) 1226 SQ, FT. ------------13 ...... ~"ft', 1f•o?(P., EV.'=L I ----------•. .., 710 SQ, FT. Exhibit No. Al Date .:i.,t'l/4 ~-----lf-L_E_V._E_L _B_6_'B_A_L_CO_NI_E_S) _____ 6_2_4_SQ_._F_T_. ==~/t;...-~Z:~-----..=..JEATING AREA PROVIOEO, 1,334 SQ. FT. ~QUIRED TOTAL AREA, , , ' , r I I (619)296-5565 J '\' ) -1.l):, I I K&S ENG !NEERING Planning Engineering Surve~ng 7801 Mission Center Court, Suite 200 Son Diego Co. 92108 I GRAPlfJc .., SCALE ' CO GAR DR VE I . EXIST. INLET TO BE MODIFI.EO TO CLEANOUT ADJUST TOP TO GRADE PLANNING DEPARTMENT APPROVAL (SIGNBD) DATE: / / IIICJIAEL 1, HOI.ZVUJRJI, PLANNING DIRECTOR ----,(Sl:;;::G=NBD=),-----DATE: / / RllCOIOIENDBD BY:----------- 26 .55 263. 5 ':'.2=:64'/==-5 +-ti: \ \ .J---1-~~ g\. I N . \ \ 0'6' I ,§~:,..-i:j \ I LJ---111 I --:E?~ll) I s?. ' / . 11 AS BUILT" RCE __ _ EXP, ___ _ REVIEw'ED BY• INSPECTOR DATE DATE CITY OF CARLSBAD Plnnning Commission ------------------------------------Case No. ------- -----------------------J? Date ----• • • •• • •• Exhibit No. t-r====t==±==================f==l==l==3=~ I SH1ET I CITY OF CARLSBAD I-ENGINEERING DEPARTMENT GRADING & EROSION CONTROL PLANS FOR: EL CAMINO TERRRACE SDP 96-13 (B) / PUD 99-08 (B) / SUP 96-09 (B) t::::j~:::j~:::::====================:=:=:=:=:=f====~====l=====t:::j F,A~P;'/;P~RDOVECVED~: LLLDOO'YOmi3'B.~HuRiB~B~s~~~=~~~~~J t=~DA;TE~j;1N~lll;A~Lj~~;:::============================t~~~=l~:~=t====jt:::j PE: 23889 EXPIRES: 12 31 01 CITY EN GI NEER DA TE ENGINEER REVISION DESC DATE INITIAL DATE INITIAL DWN BY: I PROJECT NO I OF WORK RIPTION CHKD BY:___ · DRA'MNG NO. OTHER APPROVAL CITY APPROVAL RV'vlD BY, . . 0 I- C ~ \ ,: a 00 ru ~ '"' 0 0 I 0 (') I 00 "' ~ 0 .,, L OI -.,. 0 I 0 0 . • GENERAL NOTES · FLOOR PLAN A. FIRE HOS£ LOCA noNS SHALL Bf APPROVED PfR FIRf DEPARTMENT. B. ALL DIME:NS/ONS AR£ TO 1Hf FACE OF CONCRETE: PAN£L WALL, GR/OLIN£, OR F'ACf OF' STUD U,N.O. C. Sff CIVIL DRA1!1NGS F'OR POINT OF' CONNfCTTONS TO Off-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTTLITY LOCA TTONS. D. Sff DOOR SCH£DUL£ FOR DOOR TYPES, SIZES, AND HARDWARE. Sff SH£fT AD,4 FOR TYPICAL DETAILS, f, CONTRACTOR TO PROTECT AND KEEP TH£ FLOOR SLAB CL£AN, ALL £QU/PM£NT TO BE DIAPERED INCLUDING CARS AND TRUCKS. F. SPACE: BETW££N SUSP£ND£D CEILINGS "' FLOOR ABOVE SHALL BE PARnnoN£D INTO AREAS NOT TO £XC£ED fOOO SQ.FT, IF SPRINKLERED THE SAM£ SPACE SHALL 8£ DIVID£D INTO AREAS NOT TO EXCEED JOOO SQ.FT. G. DRAFT STOP MATERIAL SHALL CONSIST OF GYPSUM BOARD 5/8" THICK OR PL Yll<JOO NOT LESS THAN 1/2" TH/cK. THESf MATERIALS SHALL BE AD£0UATELY SUPPORT£0. H. Sff SH££T A0.2 FOR STAIR NOTES. I. EXITS, ALL EXITS TO BE OPfNABLE FROM TH£ INS/DE 1!1THOUT TH£ USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (Sec, 1004,J UBC AND Sec. 1207.J UFC) J. F'IR£ £XnNGU/SH£RS -PROVIDE: ON£ RAT£D FIRE £XnNGUISER FOR EACH 3,000 SO.FT .. OR PORTTON TH£R£0F, ON EACH FLOOR 111TH A MAXIMUM TRAVEL DISTANCE OF 75 FT. A MINIMUM OF 7 FIR£ fX11NGU/SH£RS ARE R£QUIRfD. US£ 4A60BC RA TEO (WAREHOUSE AR£AS) AND 2AIOBC RATED (OF'riCE AREAS) EXnNGUISH£RS. SEE PMC Sec. 15.24.250 ANO lJFC Std ,110-1. J. FIRE SIGNALING SYSTEMS -TO BE INSTALLED IN COMPLIANCE 111TH THE APPROPRIATE NFPA 72 STANDARD AND THE NA110NAL ELECTRIC COD£. FLOOR SLAB REQUIREMENTS 1, FLOOR COMPACTION -95% TOP 12" 2. TRENCH COMPACTION -95% 3. BUILDING FLOOR SLAB, A. REINFORCED 3,000 PSI CONCRETE B. SLUMP TO BE A MAXIMUM 4" (±1") C. JOINT SPACING PER A.C.I. MAXIMUM .37 D. SAW-CUT D£PTH 1 1/4 T; SAW-CUTTING 4. FLOOR SHALL HAVE A MINIMUM Fl'-35 FLATNESS CLASSIFICATION OVERALL SLOPE NO GREATER THAN 0,5% 5. CONCRETE: FLOOR SLAB NOT DESIGNED FOR HARDWHEEL FORKLIFT TRAFFIC PER A.C.I. :302-IR-89 6. CONCRETE SLAB TO HA VE STEEL TROWfL BURNISHED POLISHED FINISH. 7. NOT USED B. NOT USED 9, SLAB NOT DESIGNED FOR CRANES OR CONCRETE TRUCKS ON SLAB. 10. SUBGRADE TO Bf RECOMPACTED PER SOILS R£PORT W/ NON-EXPANSIVE NATIVE MAT£RIAL. 11. ALL CONTROL JOINTS TO BE INSTALLED PER STRUCTURAL fNGIN££R'S RECOMMENDATIONS -MIN, 15' O.C.£.W., CENTERED BETI\EEN CONST. JOINTS. 12. VAPOR BARRIER, TII<) INCHES SAND OV£R 6 MIL. POL Y£THYL£NE VAPOR BARRIER B£LOW Orf/CE ANO FUTURE OFF/Cf SLAB AREAS. 13. BURNISH HARD MACHINE FINISH TO MEET OR EXCEED ff 35 FL 24 111TH. SLOPE DEV/A 110NS. KEYNOTES · FLOOR PLAN 0 TRASH ENCLOSURE PER CITY OF CARLSBAD STD, DIIO. NO. GS-16 0 STRUCTURAL STE:£L COLUMN -S£E •s• DRA1!1NGS FOR DIAMETER. r;'\ STRUCTURAL STfEL COLUMNS ENCASED IN 18" C>IA. CONCRETE \;:I O PARKING SPACES PER STRCTURAL C>RAWINGS. 0 J'x7' STOREFRONT DOOR G) J'x7' HOLLOW METAL EXTERIOR MAN DOOR (16 GA. STE£L) D. FIRE RISER LDCATTDN. SE:£ "fl>" DRA1!1NGS. FIRE PROTECTTON CONTRACTOR \::.I TO SUPPLY GUARDPOSTS FOR RISER PROTECTTON. 0 INTERIOR ROOF DRAIN AND OVERFLOW DRAIN -SEE DETAILS 10 & 11/AD.2 REFERENCE PLUMBING DRA 1!1NGS F'OR SIZING AND D£TAILS D. £XIT SIGN -SHALL COMPLY w/ UBC Sec. 1012-1013 REQUIRMENTS \::.I FOR ILLUMINA noN AND POW£R SUPPLY. CONFORM ALSO TO TH£ R£QUfREMENTS or Sec, 1212 UFC. 0 ROOF ACCESS LADDER -REFERENCE DETAIL J/AD.1 @ 6" DIA, REMOVABLE STEEL BOLLARDS, @ £LECRICAL Sl!1TCH GEAR AND M£T£R S£CT/ONS IN INTERIOR CABIN£TS. PAINT NOTES EXTERIOR F£RROUS METAL: ONE COAT OF EXTERIOR 100:C ACRYLIC SEMI-GLOSS OV£R SHOP COAT OF GAL VAN/ZED METAL PRIM£R EXTERIOR CONCRETf, ONE COAT 100 P£RCENT ACRYLIC BASE MASONRY PAINT OVER ARCHITECT APPROVED PRIMER. INTERIOR METAL COLUMNS <It METAL TRUSS£S, HEAVY SHOP PRIMER -GRAY INTERIOR F£RROUS MET AL, TIIO COATS OF EXTERIOR 100:C ACRYLIC SfMI-GLOSS OVER SHOP COAT OF GAL VANIZC:O METAL PRIMER WALL LEGEND · ALL FLOOR PLANS 1/L[ / LIMESTONE VENffR 01,fR 7 /B" CEMENT PLASTER ON 1,1£7Al LATH 01,fR GALVANIZED STEEL STIJO EXTERIOR WALL FRAMING SYSTEM w/ R-11 BATT INSULATION STOREFRONT SYSTEM. REFfR TO ELEVATIONS. Sff 0£1AIL 12/A0.4 RETAINING/ BUILDING WALL: CONRE:TE BLOCK-SEE: STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING. STANDARD INTERIOR WALL •/ INSULA71CN: J 5/8" l/[TAL SWOS O 16 O.C. W/ 5/8" TYPE •x• GYP. BO. EACH SID[. R-11 BATT INSULATION. £X1£NO WALL 12" ABO',£ CEILING U.N.0, DIM/SING WALL: e· 20 GA METAL SWOS O 16" o.c. W/ 5/B" TYP[ ·x· GYP. BO. EACH SID[. EXTEND WALL 10 STRUCWR[ ABO\£. ' C, ' ,, ' ,, • C, I <o • C, • I -"' • C, I <o "' ' C, I ~ . . " . ' ' ' . " • , , ,, , xx > I ,, ' ~ I I ' 9•-0· ,, , 3 V I ~ I ; :xxxxx 9'-o' , , ., / I - x~ -rr'Fi' ' , ' I ---.... ---- 3 TYP. .ff>· _/ 156'-o" I, 54'-o' , 44'-o" ,, I, , , , 2 .. -.... ---"'" ., -·'- ru---+-<1--A~ rtt.EC, TRIC ROOM TYP. @ ' ' d:JI - I I I I ATRIUM ' I ~ - I I 1 I -~e~--------------i~ ~ n, I I ~F--'J=:;El;;;,=-=-===,....-""-r===:c...-=--=;~a:/--1 I I I I I I ~-r------~-~---------~--------------~~-~------~-~------~~~ -__,1-----2 -----:_:_~ I ."-...._j -. -. I r .._ -:: ----+-1...L.-l ----1 . .___ , 21 ·-o· ,, 24•-o· , 30•-o· , 27•-o· , 24•-o· ,, 30•-o· ,, , , , , , , 156'-0" , I, , LEVEL ONE· PARKING SCALE, 1/8' = l'-O' 0 4' 8' 16' • ' --I ;;I; ' ,, • C, • I ~ . ' ,, - C, • I • ,, ' C, • I 1<i ' ' ' ,, ' ,, CITY or CARLSBAD Planning Commission Case No. ____________ _ ------------------------------------ Exhibit No. --"""~_Date------f McArdle Associates Arc 6965 El Camino PMB #472 Suite lo Costa, Colifo1nio T:760•431·7775 F:760-43 I I I u <( ~ < 0::::: -z I I I c.:::: t-0 u.. ----' 0 < u ... z Cl < co ~ V) --I c.:::: <( < u u I I I I Date, 12/14/~~-Prell Project, EL CANINO TE File, A2.I Revisions, Sheet Title, LEVEL 1 PARKING 5heet Noml:>er, A2.1 • GENERAL NOTES · FLOOR PLAN A. FIR£ HOSE LOCATIONS SHALL 8£ APPR0\1£D PER FIR£ DEPARTMENT. 8. ALL D/M£NS/ONS ARE TO TH£ FACE OF CONCRETE PANCL WALL, GR/DUNC, OR FACC OF STUD U.N,O. C. SE£ CIVIL DRAKINGS FOR POINT OF CONNECTIONS TO OFF-SJ7F. unun£S. CONTRACTOR TO \1£RIFY ACTUAL unL/TY LOCA 110NS. D. Sf£ DOOR SCHfDULE FOR DOOR TYPES, SIZCS, AND HARDWARE. 5££ SHEET AD,4 FOR TYPICAL DETAILS. £. CONTRACTOR TO PROTECT AND KEEP TH£ FLOOR SLAB CLEAN, ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS, F. SPACC BETl\££N SUSPENDED CEILINGS &: FLOOR ABO\/£ SHALL 8£ PAR11110N£D INTO AREAS NOT TO £XC££D IOOD SO.FT, IF SPRINKLERCD TH£ SAM£ SPACE SHALL BE DIVIDCD INTO AREAS NDT TO EXCEED JODO SQ.FT, G. DRAFT STOP MATERIAL SHALL CONSIST OF G'rPSUM BOARD 5/8" THICK OR PLYWOOD NOT LESS THAN 1/2" THICK. THESE MATERIALS SHALL BE ADEQUATELY SVPPORIFD. H. SEE SHEET A0.2 FOR STAIR NOTES. I. EXITS: ALL EXITS TO BE 0P£NABLE FROM TH£ INSIDE mTHOUT TH£ US£ OF A KEY OR ANY SPECIAL KNOWLrDGC OR EFFORT, (Sec, 1004.J UBC AND Sec. 12D7.3 UFC) J. FIR£ £X11NGUISH£RS -PRD'ADE ON£ RATED FIR£ £X11NGUIS£R FOR EACH J,000 SQ.FT., OR POR110N THEREOF, ON EACH FLOOR mm A MAXIMUM TRA\1£L DISTANCE OF 75 FT. A MINIMUM OF 7 FIRE ExnNGUISH£RS ARE REQUIRED. USE 4A6DBC RA TED (WAREHOUSE AREAS) AND 2AJ08C RATED (OFFICE AREAS) EXTINGUISHERS. SEE PMC Sec, 15,24,250 All/! UFC Sid lf0-1, J. FIRE SIGNALING SYSTEMS -TO 8£ INSTALLED IN COMPLIANCE mm THE APPROPRIATE NFPA 72 STANDARD AND THE NATIONAL ELECTRIC COD£. FLOOR SLAB REQUIREMENTS 1. FLOOR COMPACTION -95% TOP 12" 2, TRENCH COMPACTION -95% J. BUILDING FLOOR SLAB: A. REINFORCED 3,000 PSI CONCRETE B. SLUMP TO BE A MAXIMUM 4" ( ± 1 ") C. JOINT SPACING PCR A.C,I, MAXIMUM JT D. SAW-CUT DEPTH 1 1/4 T; SAW-CUTTING 4, FLOOR SHALL HAVE A MINIMUM FF-35 FLATNESS CLASSIFICATION OVE:RALL SLOPE NO GREATER THAN 0.5% 5. CONCRETE FLOOR SLAB NOT OfSIGN£D FOR HARDWHffL FORKLIFT TRAFFIC PER A.C.I. 302-IR-89 6. 7. 8. 9. 10. 11. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHED FINISH. NOT USED NOT USED SLAB NOT DESIGNED FOR CRANES OR CONCRETE TRUCKS ON SLAB. SUBGRADE TO BE RECOMPACTED PER SOILS REPORT W/ NON-EXPANSIVE NA 11VC MATERIAL, ALL CONTROL JOINTS TO BE INSTALLED PER STRUCTURAL ENGINEER'S RECOMMENDA710NS -MIN. 15' O.C.E.W., CENTERED BETl\£EN CONST. JOINTS. 12. VAPOR BARRIER: TOO INCHES SAND OVER 6 MIL. POLYETHYLENE VAPOR BARRIER BELOW OFFIC£ AND FUTURE OFFICE SLAB AREAS. JJ. BURNISH HARD MACHINE F7!1/5H TO MEET OR £XCE£D FF JS FL 24 W!TH. SLOPE DEV/A TIONS, KEYNOTES • FLOOR Pl.AN 0 TRASH ENCLOSURE PER CITY OF CARLSBAO STD. D\loG. NO, GS-16 0 STRUCTURAL STEEL COLUMN -Sf£ •s• DRAll!NGS FOR DIAMETER. i':\. STRUCTURAL STEEL COLUMNS ENCASED IN 18" DIA. CONCRETE \:Y O PARKING SPACES P£R STRCTURAL DRAW,NGS. 0 J'x7' STOREFRONT DOOR © J'x7' HOLLOW METAL EXT£RIOR MAN DOOR (16 GA, STEEL) r.., FIR£ RISER LOCA 110N, SEE "FP" DRAll!NGS. FIRE PROTECTION CONTRACTOR \::..I TO SUPPLY GUARDPOSTS FOR RtSfR PR01ECT10N. 0 INTERIOR ROOF DRAIN AND 0\1£RFLOW DRAIN -SEE DCTAILS 1D &: 11/AD.2 R£FER£NC£ PLUMBING DRAll!l:GS FOR SIZING AND DETAILS ;";'., EXIT SIGN -SHALL COMPLY w/ UBC Sec, 1012-1013 REQUIRMENTS \:I FOR ILLUMINATION ANO POl\£R SUPPLY. CONFORM ALSO TO THE R£0U/RfMCNTS OF s~ 1212 UFC, © ROOF ACCESS LADDER -REFERENCE DETAIL 3/AD, 1 @ 6" DIA. REMOVABLE STEEL BOLLARDS. @ CLCCRICAL Sll!TCH GEAR AND METER SECTIONS IN INTERIOR CABINCTS. PAINT NOTES EXTERIOR FERROUS METAL: ONE COAT OF EXTERIOR 100% ACRYLIC SCMI-GLOSS OVER SHOP COAT OF GALVANIZED METAL PRIMER EXTERIOR CONCRETE: ONE COAT 100 PERCCNT ACRYLIC BAS£ MASONRY PAINT OVER ARCHITCCT APPROVED PRIMER. INTERIOR METAL COLUMNS & METAL TRUSSES: HEAVY SHOP PRIMER -GRAY INTERIOR FE:RROUS METAL: TOO COATS OF EXTERIOR 1GD% ACRYLIC S!:M!-GLOSS 0\1£R SHOP COAT OF GALVANIZED METAL PRIMER [TI WALL LEGEND . ALL FLOOR PLANS nLE / LIIIESTONf VENEER OVER 7 /8" CEMENT PLAS71:R ON METAL LATH OVER GALVANIZED 571:EL STUD EXTERIOR WALL FRAIi/NG SYS71:II w/ R-11 BATT INSULATION STOREFRONT SYS71:M. REFER TO ELEVATIONS. S£E: DETAIL 12/AD.4 RETAINING/ BUILDING WALL: CONRETE BLOCK-SEE STRUCTURAL DRAWINGS FOR SIZE AND REINFORCING. SW/DARO INTCRIOR WALL w/ INSULA TIO/I: J S/8" META/. STUDS O 16 O.C. W/ 5/8" T'rPE •x• GYP. BD. EACH SIDE. R-11 BA TT INSULATION. EXTEND WALL 12• ABO\-f C£/LING U.N.0, DIAi/SiNG WALL: 6" 20 GA I/ETA/. STUDS O 16" O.C. W/ 5/8" TYPE •x• GYP. BD. EACH SIDE. EX71:ND WALL TO STRUCTURE ABO\£. ' c:, I &l . . " ' . ,, • c:, • I <c • c:, • I -<',J • c:, I <o <',J • c:, I 0, <',J ' c:, I <c . ' ' . ' . ' . ' I, ' I, 9'-0" ' . 9'-0" ,, 54'-o" ' ' 2 ' - I -I IHr---11 1 I I UP i -, r -- I~ I TYF. I ! [ I I ' I I I - -, ' 2 45'-0" . , , ' . , LEVEL 2 -OFFICE XALE, 118' = l'-0" , , ' I -- MEN --f ~ 0 0 ✓ 0 -y 0 WOHEN ,_ --,, \ A I ' ' \ ELEV. MECH. ! DN-~~ I, I ' I ' I ' I ' I ~J. ' I I I ' I -I I I -. ~ ----. . -.. --. -·· ----.. OPEN '·--" ---... - J0'-o" 156'-o" 44'-0" - o[ d d O[ I~ TYF. I I I - 1 TYP. I, , I a1·-o· 2 I - I I I I I, ' 40'-o" I, ' ) ) 2 TYP. -j __,) I UP ~-- •• I ,· . I I - 1,,:-.;_ ~-'·· -''· I • ,1'<--·------------------------------------------------------,lo'''-~ , 156'-0" I, ' 0 4' s· 16' • 0, I <o • ~ --I ;:i; • c:, • I :;;, ' . • ' ' ' • ' c:, I &l . . • c:, • I <',J - " . ' ' CITY OF CARLSBAD Planning Commission Case No. ____________ _ Exhibit No. y Date _____ _ McArdle Associates Architects 6965 El Camino Real PMB #472 Suite #105 Lo Cosio, California 92009 T:760-01-7775 r:760-01-7585 I I I u <( ~ <( ~ -z I I I 0:::: I-0 u,_ ---' 0 <( u ... z 0 <( c:o ~ V') --' ~ <( 6 u I I l Dater 1.2/14/qq. Prellm Project, EL CAMINO TERRACE File, A.2.2 Revieions: LEVEL 2 OFFICE 5hee( Nvmber, A2.2 GENERAL NOTES • FLOOR PLAN A. FIRE HOS£ LOCATIONS SHALL BE APPRO>f:D PER FIRE DEPARTMENT. 8. ALL DIMENSIONS ARE TO THE FAC£ OF CONCRETE PANEL WALL, GR/OLINE, OR FACE OF STUD U.N.D, C. S££ CIVIL DRA.,NGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONfflACTOR TD V£RIFY ACTUAL UTILITY LOCATIONS. D. S££ DOOR SCHEDULE FOR DOOR TYPES, SIZE:S, AND HARDWARE. S£E SHEET AD.4 FOR TYPICAL DETAILS. E. CONfflACTOR TO PROTECT AND KEEP Tl-/£ F'LOOR SLAB CLEAN. ALL EOU/PM£NT TD BE DIAPERED INCLUDING CARS AND mUCKS. F. SPACE BETWEEN SUSPENDED CEILINGS 4t FLOOR ABOVE SHALL BE PARTITIONED INTO AREAS NOT TO EXC££D 1000 SQ.FT. IF SPRINKLERED TH£ SAME SPACE SHALL BE DIVIDED INTO AREAS NOT TO t:XC££D JOOO SQ.FT. G. DRAFT STOP MATCRIAL SHALL CONSIST or GYPSUIJ BOARD 5/8" THICK OR PLYIIOOD NOT LESS THAN 1/2" THICK. THESE /JAT£RIALS SHALL BE ADEQUATELY SUPPORTED. H. S££ SHEET AD.2 FOR STAIR NOTES. I. EXITS: ALL EXITS TO BE DPENABLE FROM T.HC INSIDE IIITHOUT THC US£ OF A KEY OR ANY SPECIAL KNO~EDGE: DR EFFORT, (Sec. 1004,3 UBC AND Sec. 1207.3 UFC) J, FIRE EXTINGUISHERS -PROVIDE ONE RATED FIRE EXTINOUISER FOR EACH 3.000 SQ.FT., OR PORTION 1HEREOF, ON EACH FLOOR 1111H A MAXIMU/J fflAVEL DISTANCE or 75 FT. A MINIMUM OF 7 FIRE EXTINGUISHERS ARE REQUIRED, US£ 4A60BC RA TED (WAREHOUSE AREAS) AND 2A1DBC RATED (OFFICE AREAS) EXTINGUISHERS. SEE PMC Sec. 15.24,250 AND UFC Std ,flD-1. J. FIRE SIGNALING SYSTEMS -TO BE INSTALLED IN COMPLIANCE 111711 THE APPROPRIATE NFPA 72 STANDARD AND T.HE NATIONAL ELECffllC CODE. FLOOR SLAB REQUIREMENTS 1. FLOOR COMPACTION -95% TOP 12" 2. TRENCH COMPACTION -95% 3. 4. 5. 6. 7, 8. 9. 10. 11, 12. 13. BUILDING FLOOR SLAB: A. REINFORCED J,000 PSI CONCRETE B. SLUMP TO BE A MAXIMUM 4" (±1") C. JOINT SPACING PER A.C.I. MAXIMUM 31 D. SAW-CUT DEPTH 1 1/4 T; SAW-CUTTING FLOOR SHALL HA VE: A MINIMUM FF -JS FLATNESS CLASS/FICA TION OVt:RALL SLOPE NO GREATER THAN 0.5% CONCRE:TE: FLOOR SLAB NOT DESIGNE:D FOR HARDMIEEL FORKLIFT TRAFFIC PER A.C.I. J02-IR-89 CONCRE:TE SLAB TO HA VE: STEE:L TROWE:L BURN/SHE:D POLISHED FINISH. NOT USED NOT USED SLAB NOT DESIGNED FOR CRANES OR CONCRE:TE TRUCKS ON SLAB. SUBGRADE TO BE RECOMPACTED PER SOILS REPORT W/ NON-EXPANS/Y£ NATIVE: MATERIAL. ALL CONTROL JOINTS TO BE INSTALLED PER smucruRAL ENGINEER'S RECOMMENDATIONS -MIN, 15' O.C.E.W., CENTERED 8£TW££N CONST. JOINTS. VAPOR BARRIER: TWO INCHES SAND OVER 6 MIL. POL YETHYL£NE VAPOR BARRIER BE:LOW OFFICE AND FUTURE OFFICE SLAB AREAS. BURNISH HARD MACHINE FINISH TO ME£1 OR EXCEED FF JS FL 24 111TH. SLOPE DEvtA 1/0NS. KEYNOTES• FLOOR PLAN 0 TRASH ENCLOSURE PER CITY OF CARLSBAD STD. Olm. NO. GS-16 0 STRUCTURAL STEEL COLUMN -Sff "S" ORA IIINGS FOR DIAMETER. I,\ smUCTURAL STEEL COLUMNS ENCASED IN 18" DIA. CONCRETE '.:V O PARKING SPACES PER smcTIJRAL DRAV.,NGS. 0 :5'x7' STOREFRONT DOOR © J'x7' HOLLOW METAL EXTERIOR IJAN DOOR /16 GA. STEEL) © FIRE RISER LOCATION. SEE "FP" DRAIIINGS. FIRE PROTECTION CONTRACTOR TO SUPPLY GUARDPOSTS FOR RISER PROTECTION. 0 INTERIOR ROOF DRAIN AND OVERFLOW DRAIN -SEE DETAILS 10 4t 11/AD,2 REFERENCE PLUMBING DRAIIINGS FOR SIZING AND DETAILS © t:XIT SIGN -SHALL COMPLY w/ UBC Sec. 1012-101J REOUIRIJENTS FOR ILLUMJNA TION AND POM'R SUPPLY. CONFORM ALSO TO THE REQUIREMENTS OF Sec. 1212 UFC. 0 ROOF ACCESS LADDER -REFERENCE: DETAIL 3/AD.I @ 6" DIA. REMOVABLE STEEL BOLLARDS. @ ELECRICAL Sll!TCH GEAR AND METER S£CJJONS IN INTERIOR CABINETS, PAINT NOTES EXTERIOR FERROUS METAL: ONE COAT OF £XT£R/OR 100% ACRYLIC SEMI-GLOSS OVER SHOP COAT OF GALVANIZED METAL PRIMER EXTERIOR CONCRETE: ON£ COAT 100 PERCENT ACRYLIC BASE MASONRY PAINT OVE:R ARCHITE:CT APPROVED PRIMER. INTERIOR METAL COLUMNS &: METAL TRUSSES: HEAVY SHOP PRIMER -GRAY INTERIOR FERROUS METAL: TIIO COATS OF EXTERIOR 100:C ACRYLIC Sf Ml-GLOSS OVER SHOP COAT OF GALVANIZED METAL PRIMER WALL LEGEND · ALL FLOOR PLANS TILE / LlllESTONE IIENEER O\fR 7 /8• CEMENT PLASTER ON MITAL LATH OlfR GALVANIZED STEEL SllJD EXlfRIOR WALL FRAMING SYSTEM w/ R-11 BATT INSULATION STOREFRONT SYSlfl,( REFER TO ELEVATIONS. SEE DETAIL 12/AD.4 RETAINING/ BUILDING WALL: CONRETE BLOCK-SEE STRUCTURAL DRAWINGS FOR SIZE AND RE:INFORCING. STANDARD INTfRJOR WALL w/ INSULA RON: J 5/8" METAL S11.IDS O 16 ac. W/ 5/8" TYPE ·x· GYP. 8D. EACH SIDE. R-11 BA TT INSULA T/ON, EXTCNO WALL 12• ABOlf C£n.lNG U.N.O. DIM/SING WALL: 6" 20 GA METAL S11.IDS O 16' O.C. W/ 5/8" TYPE •x• GYP. BD. EACH SIDE. EXlfND WALL TO STRUC11JRE ABOI-£ • " • c::, . I 1;j ' ' • 0 • I <o • c::, • I -"" • c::, ·' ,.., - • 0 ·' ,.., - • 0 • I ,.., - • 0 • I <o - • 0 I <o ' ,, • ,, . ' ' ,, . ' • ,, " ' • , , 9'-0" 9'-0" . . , , , 2 "' - J o-@ TYP. • 2 45'-o" , . , ' LEVEL 3 • OFFICE SCALE, 1/8' = l'-0" 156'-o" 54'-o" 30'-4" 13'-8' 40•-o· . '. , . . , , , ' .I LI ~v~,~, > )~~~~ 1 2 '0_'-/ >;: /'< • • u □ LI =--, - a----@ .□ MEN o[ TYP. ~ ••.. H>----<I .. ... --· ,,.._ ..... , .. ,,.._ ..... , ·· 11--1--u 0 ~0 HOMEN o[ I DN DN -·· ---·-11--1--"1 ,r;:::==========:;;:B::~==================:,-E3::=================::::! ----~-Ul--1--"1 ~, MECH. : -:: ~: \\ . ;.z. 'Mllw \ \ ELEV '-==~~@L ~=j ,., 30•-o· I . 'I 156'-o" 1 TYP. e1'-o" 0 ,., 4' 8' I, , , , > ) j C • I• ,. 16' • c::, • I <o -I ;:i; • c::, • I ,.., - • 0 • I ~ • c::, I "' - . . . . . . " " • ' c::, • I 1;j ' ' " . . ' ' CITY OF CARLSBAD Planning Commission ------------------------------------ Case No. ____________ _ ------------------------------------ Exhibit No. _ _,E~ __ Date _____ _ McArdle Associates Architects 6965 El Camino Reol PMB #472 Sui le .f105 la Costa, Callfornic 92009 ll6D-4Jl-l775 ~76D-◄Jl-7585 I I I u -<( c.:::: < c.:::: -z I I I ~ I-0 U----1 0 ~ ' z Cl < co ~ V'l --1 ~ -<( < u u I I I I Dote1 12/14/~~-Prellm Pro Je,t, EL CAMINO TERRACE File, A2.3 f<evislons: 5heet Title, LEVEL 2 OFFICE 5heet Number, A2.3 • ROOF PLAN KEYNOTES 0 0 PARAPET, SEE "S" r::>RAi"/INeS FOR THICKNESS. INTERIOR ROOF r::>RAIN ANO OVERFLOH. CONTFI.AC TOR TO VERIFY' /'II/TH 'P" r::>RAi"IINeS. SEE r::>ETAILS /0 t 11/Ar::>.2 ~ INTERIOR r::>RAINAISE ANO OVERFL0/'11 PIPES TO SLOPE A 1'1/N/1-11)1'1 \:_I OF //4" PER FOOT TO /NOICATEr::> EXTERIOR /'I/ALL. 0 PROV/OE A 4-PL Y' CAP SHEET CLASS 'A' BUILT UP ROOF/Ne OVER ROOF FRAl-1/N,S. ROOF/Ne TO BE N0-24 CAP ROOF/Ne BY CONISLASS OR MANVILLE 4.SNC, 10 YEAR, UNL/1-1/TEO LIABILITY, NO OOLLAR LIMIT ISUARANTEE. 0 4'x~' SKYLleHT -SEE r::>ETAIL 5/Ar::>.2 0 CRICKETS: BU/Lr:> UP /'II/TH RI.Sir:> INSULATION 0 ROOF ACCESS HATCH, SE[! OETA/L :$/Ar:>./ 0 /4' IP /'IIHIR.L Y'BIF/.0 TURBINE VENTILATOR (LAMANCO) ROOF PLAN GENERAL NOTES A. ALL OIMENSIONS ARE TO FACE OF CONCRETE /'I/ALL, 0Rlr::>LINE, OR FACE OF STUO. (U.N.OJ B. VERIFY' THAT ALL ROOF AREAS HAVE POSITIVE ORAINAeE OF AT LEAST 114" I FT. PRIOR. TO ROOF INSTALLATION. C. REFER TO "S' OR.A/'111/~es FOR ROOF FRAMING 0. CONTRACTOR TO VERIFY ANO COOR.r::>INATE HITH ALL SUBCONTRACTORS, ALL LOCATIONS ANO SIZES OF ROOF OPENINGS. E. FOR TYP. ROOF PENETRATIONS, SEE OETAIL 6 4 10/Ar::>.2. CONTRACTOR TO VERIFY' ALL LOCATIONS /'II/TH MECHANICAL ANO PLUMBING DRAHINeS F. CONTRACTOR TO VERIFY' ALL ROOF OR.AIN DEPRESSIONS W "S" DRAi"IINISS. e. CONTRACTOR TO COOFl.0/NATE EXACT SKY'LIISHT LOCATION W FIRE SPRINKLER ANO ROOF FRAM/Ne SUBCONTRACTORS. LOCATIONS ON ORA/'11/Nes ARE APPROXIMATE. H. ALL SKYL/eHTS TO BE r::>ESIISNED FOR 'fO 1-1.P.H., EXPOSURE "C' W STRONGER FR.AMES, SUPPORTS ANO OOMES. MANUFACTURER TO CONFIRM IN /'I/Fl.IT/Ne. ROOF DRAIN SIZING PER U.P.C. TAf3EL D-2, 1/2" SLOPE, 5.5" /v/AX. RAINFALL PER HOUR DIA/v/ETER 5' 4" (!;" 8" /v/AX. DRAINAGE AREA OF ROOF Jq(!;q SO.FT. 4585 SO.FT. 12,200 SO.FT. 26,825 SO.FT. ROOF LEGEND I I !30" X 36" ROOF HATCH SEE -DETAIL !'/Ar:>,/ 4~" X qt," SKYL/ISHT SEE -OETAIL 5/Ar::>.2 4~" X 'f6" SMOKE HATCH SEE -OETAIL 5/Ar::>.2 INTERIOR ROOF r::>RAIN W OVERFL0/'11 SCUPPEFl. SEE OETAIL 10/Ar::>.:2 INTERIOFl. ROoF r::>RAIN W OVEFl.FL0/'11 DRAIN SEE OETAIL 7, 'f, t 10/Ar::>.2 BU/LOIN$ PARAPET LINE SEE -DETAIL I t :2/Ar::>.2 2.0 % MIN. J,,, .,.,6.,. TYP. ROOF PLAN 5C,ALE, Ila' = l'-0' 2.0 % MIN. 2.0 % MIN. ------- 0 2.0 % MIN. TYP. RIDGE LINE :t. ~ ~ 0 "' MECHANICAL. NOTE, NO MECHANICAL EQUIPMENT SHALL BE LOCA TEO ON ROOF TOP. 0 -------2.0 % MIN. ------- / / ; 00 2.0 % MIN. / / / / / 2.0 % MIN. / / RIDGE LINE 0 :t. ~ ~ c:, "' 2.0 % MIN. 0 0 "" 0 ~ • •~I'> ~ jA ;,; ~ ~ c:, "' 0 2.0 % MIN. 00 •~z 4' 8' 16' ·~ CITY OF CARLSBAD Planning Commission ------------------------------------ Case No. ---------- ------------------------------- Exhibit No. p O;;ite ----- McArdle Associates Architects 6965 Et Comino Reol PMB /1472 Suite -#105 lo Cosio, Colilornio 92009 T:760-O1-JJJS f:760-431-7585 I I I u <( c.==:: < c.==:: -z I I I ~ t-0 LI--__, 0 6 .... z 0 < cc ~ V') __, 0.:::: <( 6 u I I I I Dote, 12/14/qq. Prelim ProJeot, EL C-AMINO TERRAC,E File, A2A Revision,, Sheet Titl<l, ROOF PLAN Sh<l<lt Number, A2.4 • ' •. CO/JeAR ORIY!: TOP OF N,AJ.L ~ !300.0 I I If. I I 3 6 4 2 1, i , < I I I i , I I i I I i I I I I : Ii TT I ' I I i I f I ' I ' I ! I , j I , I ' I I : ii i 1 1 I I I ! Ii i II ! , , I I ! I I I 1 , I ! i i· I I i I I I I II 5 8 4 5 2 LINE OF !:XIS TING GRAJ:)i; 5 \_LINE OF PROPOS!:O eRAOE EAST ELEVATION SC.AL!:, 118' = l'-0" 3 6 4 2 --.-n T • • • • 2 J ' I ,j .. ' 7 l 11 I I I 1 l---Haf-r --i , tt -t -·-·'-----++--,-,.,-1--•-·· ~--,~ 1-i\ i -•-~"'"' -H +- ,. ,;·i:b .: .-Jflffij" Ii i • '. '., '.:f ~ I<: ( c'.ff }7''. '2/ \!:J ; 5 .. •· ,. ~: .. s;;'-,' 2 ~ f, fflll : 1-a -~ _; I LIN!: OF PROPOSE!? GRA[J[: I I 1 , 1 t++H.--1' ARJ;A OF BV/0/Nr."i Rf:TANIN0 f:X/STING SLOP/; I li:~~:: : 1 ; /t; , -''4 I I I I I I 1\--l--!-'t f-~1-_j_ LI_I_J _ L ---_ l. -----------~ -_,_ ----------------_,_ _I_ 1 \_ LINE OF /;XIST/NG GRAO!: WEST ELEVATION SC.AL!:, 1/8' = l'·O" I _J 4 4 TOP OF J,/ALL " 500.0 ~ • J "' • J ,!:) - 2nd FLR.$-285.5 J • • I;) J -' ,!:) Ir, • J ,!:) /st FLR. $-275.0 i> • "· J "' 'l- "' • -...;X/STING eR,AX)[: $ 265.0 si ,!:) ....._ PARl</N0 ~ 265.0 ~ I I If I TOP OF /'/ALL " 300.0 '" • J "' • • J J ~ ,!:) 2nd FLR.$-285.5 • 5' I ~ ,!:) ' I I • • J J / ,!:) !.::! /st FLR. $-215.0 • J 'l- • • 5' 5' S! ~ F'ARl<ING ~ 265.0 ~ 0 4' 8' 16' GENERAL NOTES KEYNOTES· ELEVATIONS COLOR SCHEDULE GLAZING LEGEND I. 111:TAL LATH SHALL Bf: S.4 eALVANIZEO (NO PAPER Bk,KEO) :2. TH!:RE SHALL Bf: A 2" 11/N/1'1.M LAP ON LATH. S_ C011110N C!:111:NT, NOT PLASTIC CEl1ENT, SHALL Bf: I/SEO. 4_ !:XPANSION ..OINTS SHALL BE "40 111:TAL (SLIP ..Kl/NT) S. rl/R£ SHALL Bf: C/JT AT ALL EXPANSION ..K?INTS. 6. BONO COAT SHALL BE FULL FVLL-FLEX LA TEX l100IFll:O THIN Sf:T. 1. AJ.L Tl/.£$ SHALL BE /3AC,I< BVTTEREI:>. 8. ALL /"IINOOJ"o SHALL HA VE C0/'1PR£5SION FLASH/Ne. Cf. PROV/OE /"IEEP.$ AT BOTTOl1 OF l10RTAR Bl:O. 0 eAL VAN/ZEI) SHEIT 11/;TAL PARAP!:T CAP w/ FLJ.IOROCAREJON PAINT FINISH 0 Lll11:STON!: VEN!:ER OVER 7/8' CEl1ENT PLA$T!:R ON 111:TAL LATH OY!:R 111:TAL /'/ALL FRAl1INe 0 1-112' 0/A STEa e/JARORAIL. 0 STOREFRONT 15LAZIN0 IN PA/N1Et) ALVl1IN/11 FRAME /""0 ROOF ORAIN ANO OY!:RFLO/"I ORAIN-CONNECT TO \::.I ON-SIT!: STORM DRAIN. © LINE OF ROOF BE'l'ONO 0 PAINTEO ALIM/MM CORNICE G) H/:RCVL/Tf: ENTRANC!: OOORS 0 0 0 Lll11:5TONE Y!:Ni:l:R B/8' L/l1ESTON!: Yl:NE!:R '!:IJRO B!:le/:' • HONl:O, !;,0 PSF L I111:STONE Y!:Ni:l:R 'NAPOLINA POLISH!:O' FLASH/Ne o SILL, ALIM_ PANEL o /"1/N!:!Orl '/"IHITE P!:BBL!:' #FRC/"I064/"I 4 MN!:IO/"l 111JLLIONS §83 Em . m ~ ~ VISION &ASS -6R£EN T/NTEI? SOL!:X TEl1Pf:Rl:O VISION 15LASS SPAI/OR£L el.ASS 1:XPANSION ..K?INT ' CO/JeAR ORIY!: • I;) _, lR - • 5' I;:; ' Case No. CITY OF CARLSBAD Planning Commission ------- --------------------------Exhibit No. ---1Cr.;£_. __ Dute •• -• -• -• ------- McArdle Associates Architects 6965 El Camino Real PMl3 #472 Suite #105 Lo Cosio, Colifornia 92009 1: 760-~31-7775 F: 760-431-7585 I I I u <( 0.:::: < ~ -z I I I ~ I-0 u_ -....I 0 < u ... z Cl ~ ~ V') ....I ~ < <( u u I I I I Date, 12/14/q~-Frellm Project, EL CAMINO TERRACE file, A:l.l Revisions: BUILDING ELEVATIONS eet Number, A3.1 • EL C.Al-1/NO REAL •. -· C . • ' TOP OF NALL ,. ,00.0 T ~ • J 2 "' • (0 J • :t "' _, 2 "' -. ~ 2nd FLR.-$ 21>5.5 (_1) _l' 0 • "' • J J IR (_1) In • J • EX.eRAoE I "' r-£! _, ---I "' .,,..,. I 2 I -.,,..,. I If .,,..,. I I I ,.....:; '.Ill .,.,,. 211.0 2~: • • J 9 £! CS I ~ ~~I 263.0 ::.,.,.1 PARl</Ne II\ I TOP OF /'/ALL 300.0 _ __2nd FLR. $ 285.5 /st FLR. $ 21:J.O . r 2 4 6 3 TOP OF HALL 300.0 I i ! J I J I ! I ' I I 11 I i I I I j I 2nd FLR.$ 21>5.5 -----1 = 1st FLR. $ 213.0 ------< I 11 I AREA OF EJU/OING RETAN~ EXIST/Ne SLOPEI -,~ l + -:~f-:· .. (~~ .... ';tl---~ ------.l;== = [ ~- --~ -• f-EX. eRAOE 265.0 L -.L -----_ l _ ------_I_ -------_:_ f--~ -PARKJNG T :iim;- SOUTH ELEVATION SC.ALE, II~' • l'-O" -,-+ 1-- -++ .1-+ 4 6 2 3 ----~- TOP OF NALL 300.0 • J "' 2nd FLR. $-285.5 5l _ _.,,.__ r~~m~irut!E1111Ul-"' si :tJ +-t---1~~-----------------m EXIST/Ne eRAOE • ---J ........ "' ........ • "' -' 't • • J £! ........ • . SI I I ~ I 211.0 EXIS'!!!.:: ~E $' 265.o _ _,_.,,\--i--i ~ ~ <II PARl<INS 263.0 GENERAL NOTES I. HETAL LATH SHALL E!E 3.4 GALVANIZED (Nf:i PAPER E!ACKEO) 2. THERE SHALL SE A 2' M/NIHJJH LAP ON LATH. S. C.01'/HON CEl1ENT, Nf:JT PLASTIC CEMENT, SHALL E!E /JSEO. 4. EXPANSION J::1/NTS SHALL E!E #40 l1ETAL (SLIP ..KJINT) 5. NIRE SHALL SEC.VT AT ALL EXPANSION ..KJINTS. h. SOND COAT SHALL SE F/JLL F/JLL-FLEX LATEX l10P/FIEO THIN SET. 1. ALL TILES SHALL BE E!ACI<: EJ/JTTEREJ?. 8. ALL HINOONS SHALL HAVE C.0"1PRESSION FLASH/Ne. 'I. PROV/OE NEEPS AT E30TTOM OF l-10RTAR SEO. 2 LINE OF PROPOSEP eRAOE NORTH ELEVATION SC.ALE, 1/8" • l'-0' KEYNOTES-ELEVATIONS 0 tSALVANIZEO SHEET 11ETAL PARAPET CAP wl FLIJOROCARSON PAINT FINISH 0 Lll1ESTONE VENEER OVER 1/~' CEMENT PLASTER I,\ ON HETAL LATH OVER HETAL HALL FRAM/Ne \::_/ 1-112' PIA STEEL ei.JARORAIL. 0 STOREFRONT tSLAZINe IN PAINTED AL/J/.1/NIM FRAl1E r;;\ ROOF ORAIN ANO OVERFLON ORAIN-CONNECT TO \::_/ ON-SITE STORH ORA/N. G) LINE OF ROOF SEYOND 0 PAINTEO AL/J/.1/MM CORNICE G) HERC/JLITE ENTRANCE OOORS 4 LINE OF EXIST/Ne GRAOE LINE OF RETAIN/NS HALL COLOR SCHEDULE 0 0 0 LIHESTONE VENEER LIHESTONE VENEER FLASH/Ne II SILL, AL/J/.1. PANEL o NINOON 4 NINOOH 11/JLLIONS SI~' Lll1E>TONE VENEER 'EJJRO SE/GE' -HONEO, 5.0 PSF 'NAPOLINA POLISHEO' 'NH/TE PESSLE' #fl<CW64H PARl</NS EMPLOYEE EAT/Ne AREA RETAIN/Ne NALL -ENTIRE HALL NOT SHONN FOR CLARITY 0 4' 8' GLAZING LEGEND VISION eiASS -GREEN TINTEP SOLEX TEHPEREO VISION GLASS SPANPREL ISLASS EXPANSION ..KJ/NT EL C.AHINO REAL 16' Exl1ibit No. CITY OF CARLSBAD Plnnning Commission McArdle Associates Architects 6965 El Camino Real P~B #472 'Suite #105 lo Cosio, Colifornio 92009 l:760-431-7775 F:760-431-7585 I I I u <( ~ <( ~ -z 1 1 1 ci:::: 0 I-LL. -__,I 0 <( u .. z Cl <( c::Q ~ V"> __,I c.:::: <( <( u u I l I I J;/Qt.,, 12/14/~~-Prelim Project. EL CAMINO TERRACE FIie, A5.2 Revisions, Sheet Title, BUILDING ELEVATIONS Sheot Nomber, A3.2 1 -' ' , . ' i I ,. • i'i1Ct1!JY£/l-. 1.,., ,['/ Glftl-l;,/E. · -No f/.llJITl; !qr. ... ,~ t1Veti, -:;c" Jf-r: I~ ,f-&ott J'TllEPr f~l'eM#lt ZONE #1 PLANTINQ (TYPICAL) --. : . . . . ' \ ,,....-\ \ \ \ \ \ \ -\ ·--\ --\ _"'1! ..... \ ~~ \ \ \ \ \ I ' ---~ ----\ --. \ \ \ ;\ I ~ , I ,....__,---, ~ ----- ' ' -- . ' . . . . ZONE #1 PLANTING (TYPICAL)~-' \\ \ ZONE #3 PLANTING (TYPICAL)------' .;_---·:'it. - • /)'1 / '/,f1 C1,,.;,;,)f/'-.f'/6{/fll/Je /V{) ,l','4fl!J' 1 Er&• bJ'/4( 3 D "1/@l'{ff/r /ffJdl1/; ,17JlJ3,f:f f',4-V'CM4V{" PLANTING LEGEND: A, QUAN, SYMBOL BOTANICAL NAME COMMON NAME SIZE TREE. ARECASTRUM ROMANZOFFIANUM' QUEEN PALM (7'B,T,H, l 24"BOX/100% 19 l 5GAL/100X · ··~ PLANTANUS ACERIFOLIA LONDON PLANE TREE 15GAL/100% 13. 0 p~\lS CAl,l,~P.YA~}r '6/VrPfof(,P f'f=AF-24"BOX/100% 21 0 TRISTANIA CONFERTA BRISBANE BOX JSGAL/100% 1 SHRUBS: 00 AGPAPANTHUS AFRLCANUS LILY OF THE NILE _ lGAL/100% 185 0 CEANOTHUS GRISEUS 'HORIZONTALIS' WILD LILAC SGAL/100% 35 ·@ ESCALLONIA FRADESII ESC~.LLONI A SGAL/100% 30 0 HIBISCUS ROSA SINENES 'DIAMOND HEAD' CHINESE HIBISCUS SGAL/100% 25 0 LANTANA MONTEVIDENSIS PURPLE TRAILING lANTANA · lGAL/100% 73 0· llGUSTRUM JAPONICUM 'TEXANUM' TEXAS PRIVET 5GAL/100% 25 0 PITTOSPORUM TOBIRA MOCK ORANGE 5GAL/100% 35. f PHORMIUM TENAX 'REBREUM' NEW ZEALAND FLAX 15GAL/100% 40 PHOENIX ROBELENII PIGMY DATE PALM 15GAL/100% 6 RAPHlOLEPlS INDICA 'SPRINGTIME' INDIA HAWTHORN 5GAL/100% 30 0 TEGOMARIA CAPE~SIS CAPE·HONEYSUCKLE lGAL/100% 55 0 XYLOSMA CONGESTUM 'COMPACTA' COMPACT XYLOSMA SGAL/1001 ' ' 28 ! VINES: BOUGAINVILLEA BRASILIENSIS 'SAN DIEGO' BOUGAINVILLEA SGAL/100:t . 10 FICUS REPENS CREEPING FIG SGAL/100% 12 GROUND COVERS: WILD STRAWBERRY FROM FLATS 12" O,C, SPACiNG -~ . . . . -·,, .. '.~ ' ' SCALE 1•=20•-o• ,L.,.-... _ rU/, o \o' 10' 4•' FRAGARIA CHILOENSIS (BUILDING) MYOPORUM PARVIFOLIA (SLOPE AREAS) PROSTRATE MYOPORUM FROM FLATS 12"0,C, SPACING PELARGONIUM PELTATUM (ACCENT AREAS) IVY GERANIUM ... FROM 411 POTS 18 11 O,C, SPAC'ltlG MARATHON SOD SOUTHLAND FARMS -------- RRIGATION NOTE: ~LL PLANTING /\REAS ARE TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM BY UiLLIZING LOW PRECIPITi\TION HEADS AND cOUIPMENT MANUFl,CiURED BY RAINBIRD, TORO, OR EQUAL, THIS ·SYSTEM WILL !NCORPORTATE FULLY PROGRAMMABLE AUIOMATIC CONTROLLER WITH WATER SAVING FEATURES A~o· RAINGUARD.AUTOMATIC SHUT-OFF DEVICE WHICH Will COMPLETELY SHUT OFF THE SYSTEMS DURING THi . i(A IN DAYS, MAINTENANCE RESPONSIBILITIES: LANDSCAPE MA l NTl::i'lANCE. RESPONS l Bl LI TES WI LI. BE Pf\OV 1 DED BY EACH PARCEL OWNE~. PLANTING ZONES REQUIREMENTS: ZONE #1 LUSH LANDSCAPE AREAS 11,818 SQ, FT. TOTAL ZONE #3 TRANSITIONAL LANDSCAPE AREAS 11,936 SQ, FT, TOTAL LANDSCAPE SITE PERCENTAGES: 63,553 SQ, FT, TOTAL SJTE 23,754 SQ, FT, LANDSCAPE AREAS (3,028 SQ, FT, COOL SEASON TURF -12.7%) . 37,3% TOTAL LANDSCAPE AREAS LANDSCAPE CONCEPT Case No. CITY OF CARLSBAD Plannihg Corn mission E~hibit No. :Z: Date Landscape Archilecture Planning 4901 Morena Blvd., Sulie 124 San DieQO, CA92117 R.LA#2◄18 I ~ ~ Ot! ~ 0 ~ -::E c5 0 a- '<::( rn ~ 0 I \, I ( ( I \ D}.JE: 12-29-1998 i · FJLE NAME: SCAI.E: ' I ' DARSONO 91 I :AS SHOWN\ REVISIONS : ' . I I::::. -~I-~: __ -'-,: f::::. _____ _ D.------ D. ·:A ·L..:!,, L(:•1