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HomeMy WebLinkAboutSDP 88-09B; BOB BAKER JEEP; Site Plan.,.._.._, ........... ...,,...., _________________ __ PROJECT INFO PROPERTY O\JVNER: REKAB PROPERTIES CONTACT: CHRIS BAKER 591 CAMINO DE LA REINA, SUITE 100 SAN DIEGO, CA 92108 PHONE: 619.297.1001 FAX: 619.299.1049 PROJECT ADDRESS: 5555 CAR COUNTY DRIVE CARLSBAD, CA Pr~OJFCT DESCRIPTION: THE PROPOSED PROJECT CONSISTS OF AN INTERIOR T.I. REMODEL OF THE EXISTING DEALERSHIP SHOWROOM PORTION. IT ALSO INCLUDES THE ADDITION OF 801 S.F. SERVICE WRITERS AREA, A NEW SERVICE DRIVE CANOPY AND A 498 S.F. STORAGE AND EQUIPMENT STRUCTURE. LEGAL DESCRIPTION: LOT 10, MAP12242 PROJECT ARCHITECT: MARCATECTS 240 N. MARKET PL. ESCONDIDO, CA 92029 (760) 743 4109 (760) 743 4106 FAX EMAIL: marca@marcatects.biz STRUCTURAL ENGINEER: GNR ENGINEERING INC. 6130 INNOVATION WAY CARLSBAD, CA 92009 PHONE: 760.930.100 FAX: 760.930.0250 MECHANICAL Er'-IGINEER: FASHANDI AND ASSOCIATES, INC. 9320 CHESAPEAKE DR. STE 102 SAN DIEGO, CA 92123 T: 858.277.0505 F: 858.277.0909 ELECTRICAL ENGINEER: NUTTER ELECTRICAL DESIGN (NED INC) 814 MORENA BLVD, SUITE 307 SAN DIEGO, CA. 92110 P 619 278 0076 X2# F 619 278 0078 CIVIL ENGINEER: RICK ENGINEERING 5620 FRIARS RD. SAN DIEGO, CA 92110 (619) 291 0707 (619) 291 4165 FAX VICINITY PLAN ✓SITE I I I I , PALOMAR AIRPOIH Rf FACILITY EXPANSION PROJECT NUMBERS: SOP 88-09(8) & CDP 08-03 ----ld------ ------- --GAR-GGtlNTR¥-8Ft--~ ----~ ----', ---------------------' ' --------------------------- 1 F--E-X-IS-TIN_G_1-2"_W_A-TER ___ --------------~~ ------------' ------~ ~~ \ 0 :~~J ------~ ----- NOTE: THE OIL STORAGE BUIWING WILL NOT SlORE ANY ACUTELY HAZARDOUS MATERIALS, COMPRESSED FLAMMABLE GASES IN EXCESS OF 1,500ibs., PL/1.MMABLE LIQUIDS IN EXCESS OF 10,000 GAL .. ~IAZARDOUS MATERIALS IN EXCESS OF 500 lb$. OR 55 GAL, OR COMPRESSE:D GAS IN EXCESS OF 200 CUB•C FT ----- ' ' ' I I " I I '- I I '-I \ \ \ \ ' ' \ ' \ \ ' NOTE: ALL PROPERTY LINES, EASMENTS AND BUILDINGS BOTH EXISTING AND PROPOSED ARE SHOWN ON THIS SITE PLAN 1111S IS lltE APPRO\'i I> 1 r-.;TATIVE MAP/SITE 1 PLAN PER CONOITIOI'. \1 , (., ~NNING COMMISSION RESOU 110'.',i NO._ , d="•~ al/ of" Jw'::'~,_ ' ' \ ' \ \ \ \ \ \ \ \ ' ' \ ..... ______ _ \ \ ' \ \ \ \ \ \ \ \ \ ' \ ' I \ \ \ \ \ \ \ \ \ \ \ \ I I I I I r·CON ERT EXISTING I I I I I I I I / LANCf,CAPE PLANTER 0 DISP~AY PARKING. / PRO IOE POROUS PAV I LINE~ CATES 25" FR~~~~TBACK I ' I I I I I I I I I I I I I I i I , I \ \ I I \ I \ I \ 0::: I 0 >-0::: f-1 z :) 0 U1 0::: <( u ' I I I I I I I I I I I I I -, -~ PROVIDIAN□ MAINTNN \ I NEW LA DSCPING IN THIS I AREA I , I SITE PLAN 1 "=30'-0" > > SITE PLAN NOTES KEY NOTES ~· KEY# DESCRIPTION-,.._ REFERENCE 0 ACCESSIBILITY PARKING 0 PARKING SPACES (TYPICAL) 0 6' CONCRETE CURB/ WALK 0 TRASH ENCLOSURE © GATE > © HANDRAILS 0 CUSTOMER PARKING SIGN ® p . . LEGEND SYMBOL DESCRIPTION REFERENCE ~ AREA OF LANDSCAPE JSEE LANDSCAPING PLAN 110Y11Yiz"'\ FOR MORE INFORMATION) ~~P~PJ.I n I AREA OF CONCRETE PAVING -----LINE OF MASONRY SITE WALL @ p -•-•-LINE OF CHAIN LINK FENCE =•= POLE MOUNT AREA LIGHTING ® p 'i' WALL MOUNT AREA FLOOD LIGHTING ----• @ FIR~ AREA OF FIRE LANE (MINIMUM 24' WIDTH) .... --... ---+ HANDICAP PATH OF TRAVEL. NOT TO EXCEED 5% Q;@ SLOPE NO DATE REVISION INITIAL & 08-11-2008 CITY PLAN CORRECTIONS SJO & 09-29-2008 CITY PLAN CORRECTIONS SJO f:, f:, f:, f:, f:, THE ARCHITECT. MARCAARCHITE.CTURE GROUP HE:RLBY RESERVES ITS COMMON LAW COPYRIGl1T AND OTHER PROf>ERTY RIGHTS AU IDE.AS, DESIGNES, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND ARE THE PROPERTY OF THE MARCA ARCHITECTURE GROUP; AND WE.RE CREATED, EVOLVED AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJl:CT THE IDEAS, DESIGNS. ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE MARCA ARCHITECTURE GROUP. FILING THESE WITHOUT THE CONSENT OF THE t.',ARCA ARCHITECTURE GROUP THE DRAWINGS ARE NOT TO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSl Rue, ION UNl ILL SIGNED BY THE ARCHITECT. TECTS BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD, CA PROJECT NO. 26009 SCALE: DRAWN BY: DRAWING NO. SP-1 SHEET TITLE SITE PLAN ,._., I : > > > > > ABBREVIATION LEGEND 0 r.j] & ~ # (E) DIAMETER SQUARE FOOT/FEET AND AT CENTERLINE POUND OR NUMBER EXISTING AB. ANCHOR SOLT ABV. ABOVE NC AIR CONDITIONING A.G. ASPHAL TIC CONCRETE AD. AREA DRAIN ACOUS ACOUSTICAL AFF ABOVE FINISH FLOOR ALUM. ALUMINUM GA. GALV. G.C. G.I. G.LB. GL. GND. GR. GYP. H.B. H.C. HDR. HDW. HT. H.M. GAUGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GLU-LAM BEAM GLASS GROUND GRADE GYPSUM HOSE BIBB HOLLOW CORE HEADER HARDWARE HEIGHT APPROX. APPROXIMATE ARCH. ARCHITECTURAL HORIZ. HOLLOW METAL HORIZONTAL . \S.R. AUTOMATIC SPRINKLER ROOM H.P. HIGH POINT BO. BLDG. Bl.K. BLKG. BM B.N. BOT. BTWN. BOARD BUILDiNG BLOCK BLOCKING BEAM BOUNDARY NAILING BOTTOM BETWEEN C CAMBER CATV CABLE TELEVISION C.B. CATCH BASIN GEM CEMENT GER. CE RAM IC C.HB. CONCEALED HOSE BIBB C.I. CAST IRON C/J CEILING JOIST C.J. CONTROL JOINT CLG. CEILING HTG. HDWD. HVAC 1.0. I.E. IN. INSUL. INT. JT. LAM. LAV. LT. MAX. M.B. MECH. MET. HEATING HARDWOOD HEATING, VENTILATION & AIR CONDITIONING INSIDE DIAMETER INVERT ELEVATION iNCH INSULATION INTERIOR JOINT LAMINATED LAVATORY LIGHT MAXIMUM MACHINE BOLT MECHANICAL METAL CLR. CLEAR MFR. MANUFACTURER MANHOLE CMU CONCRETE MASONRY UNIT M.H. C/0 CLEANOUT MIN. MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED C.O. CONDUIT ONL y MISC. COL. COLUMN M.0. CONG. CONCRETE MTD. CONN. CONNECTION MTT MAIN TELEPHONE TEMINAL MULLION CONSTR. CONSTRUCTION MUL. CONT. CONTINUOUS CONTR. CONTRACTOR CTSK COUNTERSUNK DBL nFPT. LJE T. DIF D.F. DIA. DIM. DN DR DS DWG. E. EA. EC. E.J. ELEC. EL EP EQ. EQUIP. E.W. EXIST. I.X r_ FDN F.D. FF. FIN. FIXT. FLR. F.L. FLUOR. F.H. F.OM F.0.S. F/S F.S. F.S.R. FT. FIG. FURR. - CUBIC YARD DOUBLE DEPARTMENT DETAIL DOUGLAS FIR DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EVAPORATIVE COOLER EXPANSION JOINT ELECTRICAL ELEVATION ELECTRICAL PANEL EQUAL EQUIPMENT EACH WAY EXISTING EXTERIOR FOUNDATION FLOOR DRAIN FINISH FLOOR FINISH FIXTURE FLOOR FLOW LINE FLUORESCENT FIRE HYDRANT FACE OF MASONRY FACE OF STUD FINISH SURFACE FLOOR SINK FIRE SPRINKLER RISER FOOT/FEET FOOTING FURRING r-1 ·-· ·--- N. N.I.C. NO. NOM. N.T.S. 0.A. o.c. O.D. OFD. OPG. OPP. NORTH NOT IN CONTRACT NUMBER NOMINAL NOTTO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OPENING OPPOSITE PART'N PARTITION P.L. PROPERTY LINE PLAS. PLASTER PLBG. PLUMBING PL YWD. PLYWOOD P.0.C. POINT OF CONNECTION POLP. POLYPROPYLENE PR. PAIR P.T. PRESSURE TREATED Q.T. QUARRY TILE R. RISER RAD. RADIUS R.D. ROOF DRAIN RDWD. REDWOOD REF. REFERENCE REFR. REINF. REQ'D. RESIL. RM. R.H.B. R.0. R.0.W. R.S. REFRIGERATOR REINFORCED REQUIRED RESILIENf ROOM RECESSED HOSE BIBB ROUGH OPENING RIGHT OF WAY RESAWN S. SOUTH SAT. SUSPENDED ACOUSTICAL TILE S.C. SOLID CORE SCHED. SCHEDULE SECT. SECTION SHT. SHEET DEFERRED SUBMITTALS 0 1.INSTALL A COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT IN ACCORDANCE WITH NFPA-13 & FIRE DEPARTMENT REQUIREMENTS. (UNDER SEPARATE PERMIT) 0 2.CONTRACTOR TO PROVIDE PRIOR TO ISSUANCE OF BUILDING PERMIT, EVIDENCE THAT A "FIRE LINE" HAS BEEN HYDRAULICALLY SIZED FOR THE APPROPRIATE FIRE SPRINKLER DEMAND. (UNDER SEPARATE PERMITS.) □ 3.A DOUBLE CHECK VALVE ASSEMBLY SHALL BE INSTALLED ON THE FIRE SERVICE. THE FIRE SPRINKLER RISER AND CHECK VALVE ASSEMBLES SHALL BE PLACED WITHIN STRUCTURES. 0 4.CENTRAL STATION MONITORING ON THE AUTOMATIC FIRE SPRINKLER SYSTEM, FLOW AND TAMPER SWITCH IS REQUIRED. THE MONITORING COMPANY SHALL BE U.L. LIS TED AND PROVIDE A U.L. CERTIFICATE FOR INSTALLATION PRIOR TO FINAL INSPECTION. ' ' < ' ' < < < I I ----••mt IT ■--· S •• GENERAL NOTES 1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTION, INCLUDING: 2007 CALIFORNIA BUILDING CODE 2007 CALIFORNIA PLUMBING CODE 2007 CALIFORNIA MECHANICAL CODE 2007 CALIFORNIA ELECTRICAL CODE 3. DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTER LINE OF COLUMNS, CENTER OF CONCRETE OR CENTER OF STUD AT WALLS AND PARTITIONS UNLESS NOTED OTHERWISE. 4. DO NOT SCALE DRAWINGS 5. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPE DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE CONFLICTING CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. 6. DIMENSIONS, DETAILS, NOTES, AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE. 7. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS PROJECT. 8. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS OR THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION. 9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION BEFORE ANY WORK IS BEGUN. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON OR ABOUT THE JOB SITE: THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUB- CONTRACTORS. 11. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT GE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THI' .. PROJECT. 12. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL c'ARTS OF THE BUILDING DURING CONSTRUCTION. 13. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE MODIFIED WITHOUT PERMISSION OF THE ARCHITECT. 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, PLATES AND SUPPORTS, WHETHER OR NOT DETAILED ON THE DRAWINGS, FOR MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. THIS SHALL INCLUDE ALL PL YVVOOD BACKBOARDS FOR TELEPHONE AND ELECTRICAL EQUIPMENT IN EQUIPMENT ROOMS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL AND PERMITS FOR ALL DESIGN/BUILD SYSTEMS. HE SHALL ALSO BE RESPONSIBLE THAT THE SYSTEMS MEET ALL APPLICABLE CODE REQUIREMENTS. 16. ANY MODIFICATIONS TO THE BUILDING RESULTING FROM DESIGN/BUILD REQUIREMENTS SHALL BE REPORTED TO THE OWNER AND ARCHITECT ALONG WITH ANY REQUIRED COSTS OR SAVINGS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS NOT REPORTED WILL BE THE CONTRACTOR'S RESPONSIBILITY FOR COORDINATION, CODE CONFORMANCE AND COST. 17. NEITHER THE ARCHITECT'S REVIEW NOR APPROVAL OF SHOP DRAWINGS SHALL RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECTS ATTENTION (IN WRITING) TO SUCH DEVIATIONS AT THE TIME OF SUBMISSION NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 18. INSTALLATION OF GLASS SHALL CONFORM TO FEDERAL SPECIFICATION 16-CFR-1202 AND ALL LOCAL CODES AND ORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH U.S. CONSUMER PRODUCT SAFETY STANDARDS. CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATE AND PLACE OF MANUFACTURER. 19. REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR LOCATIONS OF EXISTING UTILITY LINES. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATION AND TRENCHING TO AVOID INTERCEPTING EXISTING PIPING OR CONDUCTS. 20. THE CONTRACTOR SHALL SUBMIT A SOIL REPORT AND A COMPACTION REPORT TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FOUNDATION INSPECTIONS. 21. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW UNDERGROUND AND SITE UTILITIES. THE CONTRACTOR SHALL INCLUDE ALL NECESSARY FEES, METERS/AND CONNECTIONS IN HIS BID. 22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT SHOULD UNIDENTIFIED FIELD CONDITIONS BE DISCOVERED. 23. ON A SET OF DRAWINGS, FURNISHED BY THE ARCHITECT AT THE CONTRACTOR'S EXPENSE, KEEP AN UP-TO-DATE RECORD OF "AS BUILT" CONDITIONS OF THE WORK. UPOI, COMPLETION OF THE WORK, THE SET SHALL BE RETURNED TO THE ARCHITECT COMPLETELY AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND REVISIONS IN THE ACTUAL CONSTRUCTION OF THE PROJECT. RECORD DRAWINGS SHALL GE SIGNED BY SUBCONTRACTORS REPRESENTING ALL MAJOR TRADES FOR THE PROJECT AS WELL AS THE GENERAL CONTRACTOR. 24. THE CONTRACTOR SHALL GE RESPONSIBLE FOR OBTAINING, MOUNTING, AND DISPLAYING ARCHITECT'S JOB SIGN. CONTRACTOR SHALL ALSO RETURN JOB SIGN TO ARCHITECT AT COMPLETION OF PROJECT IN GOOD CONDITION. PROJECT INFORMATION PROJECT INFORMATION EXISTING BUILDING SQUARE FOOTAGE: BUILDING #1 (CHRYSLER JEEP SERVICE BLDG.)= BUILDING #2 (CHRYSLER JEEP SHOWROOM BLDG.)= BUILDING #3 (MITSUBISHI SHOWROOM BLDG.)= BUILDING #4 (MITSUBISHI SERVICE BLDG.)= TOTAL EXISTING BUILDING SQUARE FOOTAGE= EXISTING BUILDING COVERAGE: BUILDING #1 (CHRYSLER JEEP SERVICE BLDG.)= BUILDING #2 (CHRYSLER JEEP SHOWROOM BLDG.)= BUILDING #3 (MITSUBISHI SHOWROOM BLDG.)= BUILDING #4 (MITSUBISHI SSERVICE BLDG.)= TOTAL EXISTING BUILDING COVERAGE = PROPOSED BUILDING COVERAGE (FOOTPRINT ONLY): 8,560 s.f. 5,538 s.f. 5,990 s.f. 8,400 s.f. 28,488 s.f. 7,410s.f. 4,460 s.f. 4,840 s.f. 6,250 s.f . 22,960 s.f. BUILDING #1 (3,147 NEW+ 7,410 EXISTING)= 10,557 s.f. PROPOSED ADDITION 3,147 S.F. (801 S.F. NEW OFFICE AREA+ 2,346 S.F. SERVICE DRIVE CANOPY) NEW STORAGE BUILDING = 498 s.f. BUILDING #2 = 4,460 s.f. BUILDING #3 = 4,840 s.f. BUILDING #4 = 6,250 s.f. TOTAL PROPOSED BUILDING COVERAGE = 26,605 s.f. PERCENT OF PROPOSED SITE COVERAGE= 14.4% PROPOSED BUILDING SQUARE FOOTAGE: BUILDING #1 (CHRYSLER JEEP SERVICE BLDG.)= 11,707 s.f. PROPOSED STORAGE BUILDING= 498 s.f. BUILDING #2 (CHRYSLER JEEP SHOWROOM BLDG.)= 5,538 s.f. BUILDING #3 (MITSUBISHI SHOWROOM BLDG.)= 5,990 s.f. BUILDING #4 (MITSUBISHI SERVICE BLDG.)= 8,400 s.f. TOTAL PROPOSED BUILDING SQUARE FOOTAGE= 32,133 s.f. PARKING CALCULATION: BUILDING #1 SPACES BUILDING #1 PROPOSED TOTAL SQUARE FOOTAGE= 11,707 s.f. PROPOSED SALES AREA = 3,072 s.f. 8 (1/400 s.f.) 2 CUSTOMER SPACES (20%) 6 EMPLOYEE SPACES (80%) PROPOSED PARTS AREA = 2,147 s.f. 4 2 CUSTOMER SPACES (1/1,000 s.f.) 2 EMPLOYEE SPACES (1/1,250 s.f.) EXISTING SERVICE AREA= SUBTOTAL 12 14 STALLS 34* * FOUR SPACES PER WORK BAY FOR THE FIRST THREE BAYS. TWO SPACES PER BAY FOR EACH BAY IN EXCESS OF THREE TOTAL REQUIRED SPACES FOR BUILDING #1 = I 461 (4) CUSTOMER (20%) / (8) EMPLOYEE (80%) NOT INCLUDING SERVICE STALLS BUILDING #2 BUILDING #2 EXISTING TOTAL SQUARE FOOTAGE= EXISTING SALES AREA= 3 CUSTOMER SPACES (20%) 11 EMPLOYEE SPACES (80%) TOTAL REQUIRED SPACES FOR BUILDING #2 = (3) CUSTOMER (20%) / (11) EMPLOYEE (80%) BUILDING #3 BUILDING #1 EXISTING TOTAL SQUARE FOOTAGE= EXISTING SALES AREA = 3 CUSTOMER SPACES (20%) 12 EMPLOYEE SPACES (80%) TOTAL REQUIRED SPACES FOR BUILDING #3 = (3) CUSTOMER (20%) / (12) EMPLOYEE (80%) BUILDING #4 BUILDING #1 EXISTING TOTAL SQUARE FOOTAGE= EXISTING SALES AREA= 2 CUSTOMER SPACES (20%) 6 EMPLOYEE SPACES (80%) EXISTING PARTS AREA= 2 CUSTOMER SPACES (1/1,000 s.f.) 2 EMPLOYEE SPACES (1/1,250 s.f.) 5,538 s.f. 5,538 s.f. 5,990 s.f. 5,990 s.f. 8,400 s.f. 3,072 s.f. SPACES 14 (1/400 s.f.) [ill SPACES 15 (1/400 s.f.) SPACES 8 (1/400 s.f.) 2,147s.f. 4 SUBTOTAL 12 EXISTING SERVICE AREA= 10 STALLS 26* TOTAL REQUIRED SPACES FOR BUILDING #1 = I 38 I (4 CUSTOMER (20%) / (8) EMPLOYEE (80%) NOT INCLUDING SERVICE STALLS TOTAL REQUIRED/PROVIDED CUSTOMER PARKING SPACES= TOTAL REQUIRED/PROVIDED EMPLOYEE PARKING SPACES= TOTAL REQUIRED/PROVIDED SERVICE PARKING SPACES= TOTAL PROVIDED DISPLAY PARKING SPACES= TOTAL REQUIRED PARKING SPACES= TOTAL PARKING SPACES PROVIDED= TOTAL DISPLAY PARKING= TOTAL PARKING SPACES PROVIDED INCLUDING DISPLAY= . * FOUR SPACES PER WORK BAY FOR THE FIRST THREE BAYS. TWO SPACES PER BAY FOR EACH BAY IN EXCESS OF THREE 14/16 39/40 60/64 149 113 120 149 269 PROJECT INFORMATION REQUIRED EMPLOYEE EATING AREA: LANDSCAPING CALCULATION: BUILDING #1 AREA (8,560 s.f. + 801 PROPOSED): 9,361 s.f. INCLUDING SETBACK AREA: 300 S.F. OF EATING AREA PER 5,000 S.F. OF BLDG. 9,361/5000=1.87 1.87 x 300 s.f. = 561 s.f. OF REQUIRED EATING AREA EXISTING LANDSCAPING ONSITE: 31,393 s.f. PROPOSED: 30,280 s.f. BUILDING #2 AREA: 5,538 s.f. EXCLUDING SETBACK AREA: EXISTING: 12,200 s.f. (6.62%) 11,087 s.f. (6.01 %) 184,259 s.f. 300 S.F. OF EATING AREA PER 5,000 S.F. OF BLDG. 5,538/5000=1.11 2.57 x 300 s.f. = 333 s.f. OF REQUIRED EATING AREA PROPOSED*: SITE AREA: BUILDING #3 AREA: 5,990 s.f. *SP19C REQUIRES 5% MIN. LANDSCAPED AREA EXCLUSIVE OF SETBACKS. 300 S.F. OF EATING AREA PER 5,000 S.F. OF BLDG. 5,990/5000=1.20 1.20 x 300 s.f. = 360 s.f. OF REQUIRED EATING AREA BUILDING #4 AREA: 8,400 s.f. 300 S.F. OF EATING AREA PER 5,000 S.F. OF BLDG. 8,400/5000= 1.68 1.68 x 300 s.f. = 504 s.f. OF REQUIRED EATING AREA . • ·• I"'•. I EMPLOYEE EATING AREA REQUIRED: EMPLOYEE EATING AREA PROVIDED: 1,758s.f. 1,976 s.f. '·. .. ,_:J,r•· •'l-!:t''-",hjlt,:'t,;'"ot\.',. __ ,1".,-)-,;_ ~-'• lr~• 201 S.F. OUTSIDE PATIO 212 S.F. BUILDING #2 LUNCH ROOM SEE SHT. SP-1 (EXISTING) 147 S.F. BUILDING #1 LUNCH ROOM SEE SHT. AF-1 & SP-1 615 S.F. BUILDING #3 LUNCH ROOM SEE SHT. SP-1 (EXISTING) SUMMARY TABLE • SITE ADDRESS AND ACCESOR'S PARCEL NUMBER: • SITE ACREAGE: • EXISTING ZONING: • SPECIFIC PLAN 19C-CAR COUNTRY CARLSBAD • GENERAL PLAN DESIGNATION: • SEWER & WATER SERVICE PROVIDER: • SCHOOL DISTRICT: • EXISTING AND PROPOSED LAND USE: • LOCATED IN COSTAL ZONE • OCCUPANCY CLASIFICATION • MIXED OCCUPANCY BUILDINGS • DESCRIPTION OF USE • TYPE OF CONSTRUCTION • SPRINKLERS -~ ... $TORIES • HIGHT • FLOOf_r.1! __ ,,,~-A":'";:P:'"iP::"'R~O~V;=;"'!'!E~D~---- r ' • OCCUPANT LOAD A. ALL BUILDINGS (EXCEPT GROUP R, DIVISION 3 AND GROUP U OCCUPANCIES} SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH UBC STANDARD 38-1, NFPA 13, AND CITY OF CARLSBAD FIRE DEPARTMENT STANDARDS. B. FIRE PROTECTION SYSTEMS SHALL BE INSTALLED OR MODIFIED BY A CONTRACTOR LICENSED TO PERFORM SUCH WORK IN THE STATE OF CALIFORNIA, AND WHO ALSO HOLDS A CURRENT VALID PERMIT FROM THE ESCONDIDO FIRE DEPARTMENT TO CONDUCT SUCH WORK WITHIN THE CITY OF CARLSBAD. C. FIRE DEPARTMENT CONNECTIONS (FDC'SJ FOR NFPA 13 AND UBC STANDARD 38-! FIRE SPRINKLER SYSTEMS SHALL BE 2 AND 1/2" FEMALE SWIVELS WITH NATIONAL STANDARD THREADS. FDC'S FOR NFPA 13D AND 13R SPRINKLER SYSTEMS SHALL BE SINGLE FEMALE SWIVELS WITH 1 AND 1/2" NATIONAL STANDARD THREADS. D. ALL HOSE VALVE OUTLETS AND STANDPIPE HOSE DISCHARGES FOR FIRE DEPARTMENT USE SHALL BE 2 AND 1/2" NATIONAL STANDARD THREADS. NO HOSE IS TO BE ATTACHED. E. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE SIGNAL STATION SERVICE; OR AN AUDIBLE SIGNAL SHALL SOUND AT A CONSTANTLY ATTENDED LOCATION WHEN THE NUMBER OF SPRINKLER HEADS IS 20 OR MORE IN GROUP I, DIVISION 1 OCCUPANCIES OR 100 OR MORE HEADS IN ALL OTHER OCCUPANCIES. F. FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY ACCESS ROADWAYS SHALL BE A MINIMUM 14' CLEAR WIDTH WITH 6" COMPACTED AB. NO TRENCHING ACROSS FIRE ACCESS ROADS. REQUIRED WATERFIRE FLOW SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CON- STRUCTION. PRIOR TO ANY COMBUSTIBLES BEING BROUGHT ON SITE, ALL HYDRANTS SHALL BE APPROVED AND FUNCTIONAL. PERMANENT FIRE VEHICLE ACCESS ROADWAYS SHALL BE 20' CLEAR WIDTH, ALL WEATHER SURFACE. G. ONE SET OF STAMPED APPROVED SHALL BE MAINTAINED ON-SITE AVAILABLE TO CITY INSPECTORS ON DEMAND. H. THE CONTRACTOR SHALL PROVIDE THE CITY INSPECTOR COPY OF THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING" IN ACCORDANCE WITH NFPA 13; "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE WITH NFPA 24; AND THE "CERTIFICATE OF COMPLIANCE" FOR FIRE ALARM SYSTEMS IN ACCORDANCE WITH NFPA 72, UPON SUCCESSFUL COMPLETION OF THE SYSTEM TEST AND PRIOR TO THE CITY ACCEPTANCE OF THE SYSTEM 5555 CAR COUNTRY DRIVE CARLSBAD, CA APN#: 211-080-1000 4.23 (184,259 s.f.) C-2Q -GENERAL & NEIGHBORHOOD COMMERCIAL ZONE, QUALIFIED DEVELOPMENT OVERLAY REGIONAL COMMERCIAL (R) C.M.W.D. C.U.S.D. AUTOMOBILE DEALERSHIP B (OFFICES), S1 (STORAGE), B (SERVICE CANOPY) SEPARATED OCCUPANCY AS PER ABOVE V-B YES ONE 15'-0" PROVIDED (40'-0" ALLOWED) SERVICE CANOPY = 2,346 STORAGE = 498 OFFICE = 801 EXISTING = 7,410 TOTAL = 11,055 ALLOWED 9,000x3(SPRINKLERS) =27,000<11,055 OK 25 (ADDITIONAL) NO DATE REVISION 08-11-2008 CITY PLAN CORRECTIONS INITIAL SJO THE ARCHITECT, MARCA AHCHITECTURE GROUP HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. ALL IDEAS, DESIGr-.;es, ARRANGEMCNTS AND PU\NS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY ANO ARE THE PROPERTY OF THE W.ARCAARCHITECTURE GROUP;ANO WERE CREA TED, EVOLVE□ AND DEVELOPED FOR THE USE IN CONNECTION WITH THE SPECIFIED PROJECT THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL NOT BE ASSIGNED TO, USED BY, OR DISCLOSED TO ANY THIRD PARTY, fl RM OR CORPORATION, FOR AI\Y 1-'UKPOSE WHATSOEVER, WITHOUT THE WRllTEN PERMISSION OF THE MARCA ARCHITECTURE GROUP. FILING THESE WITHOUT THE CONSENT OF THE MARCA ARCHITECTURE GROUP. THE DRAWINGS ARE NOTTO BE CONSIDERED TO BE FINAL OR TO BE USED FOR CONSTRUCTION UNTILL SIGNED BY THE ARCHITECT. TECTS BOB BAKER CHRYSLER JEEP 5555 CAR COUNTRY DR. CARLSBAD, CA PROJECT NO. SCALE: DRAWN BY: DRAWING NO. CHECKED BY· PD-1 SHEET TITLE PROJECT DAT A SHEET . I CONSTRUCTION NOTES: (D PROPOSED NEW BUILDING @ EXIST, BUILDING Q) EXIST, CURB TO REMAIN © EXIST. CURB TO BE REMOVED ([) PROPOSED CURB !TYPE VARIES) ® EXIST TREE TO REMAIN <1) EXIST TREE, REMOVE / RELOCATE PER LANDSCAPE PLANS @ CONCRETE WALK (WIDTH SHOWN ON PLANJ @ EXIST. STREET LIGHT /PULL BOX TO REMAIN ill) EXIST. STREET LIGHT/LIGHTING SYSTEM TO BE REMOVED (j]) EXIST. SEWER CLEANOUT TO REMAIN @ EXIST. FIRE HYDRANT TO REMAIN @) EXIST. WALL TO BE REMOVED ii} DEMO. EXIST. STRUCTURE ®) PROPOSED CONC.SWALE ii§) EXIST. CONC. SWALE TO REMAIN @ EXIST. CONG. SWALE TO BE REMOVED @) PROPOSED STORM DRAIN @) PROPOSED GRATED STORM DRAIN INLET @ LANDSCAPE PLANTER AREA PER LANDSCAPE PLANS @ CONSTRUCT ACCESSIBLE PARKING STALL @ CONSTRUCT ADA ACCESSIBLE RAMP @ STRIP PARKING STALL 2' 3' 2' TOP OF G"CURB CURB TRANSITION 0" CURB BASE OF CURB CURB DRAINAGE OPENING DETAIL NOT TO SCALE AVERAGE DAILY TRIPS• SIZE ADT EXISTING 27,523 SF 1,376 PROPOSED 28,192 SF 1,410 CHANGE 669 SF 34 MORE DAILY TRIPS • SANDAG ESTIMATED WEEKDAY VEHICLE TRIP GENERATION RATE FOR AUTOMOBILE SALES (DEALER & REPAIR)• 50/1000 SO, FT ENGINEER Of WORK STEPHEN J.MCPMTLNID R.C.E. 35109 DATE, m ::J 1 , --··-· ~ ... ,,,.,, .. .,-"' , ... ---·· '""'''""'""'""''"' / v"-<-·•=M· ,S»~<o•' ,,.,,,,. / / SITE IPLAN -. . .. BENCH MARK DESCRIPTION, CONTROL POINT CLSB-56 PER CITY OF CARLSBAD SURVEY CONTROL RECORD OF SURVEY N0.17271, ELEVATION• 111.374 DATUM• M.S.L. 30 15 0 30 60 90 --- GRAPHIC SCALE 1''= 30' I • I SH2EET I CITY OF CARLSBAD l----+----1--------------------t------t---t----t------t PLANNING DEPARTMENT l----+---+---------------------it-----t---t----1------J SITE PLAN FOR : BOB BAKER JEEP/ CHRYSLER/ MITSUBISHI DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: ____ , CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO, J. N. 1 4140 ' ' I' 1 t .. 1·.' I I ' . ' ·.