HomeMy WebLinkAboutAttachment 5 - Design Review Package (3)A. THE DRAWINGS AND PROJECT MANUAL TOGETHER CONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION. ALL GENERAL REQUIREMENTS ARE TO BE MET AND ALL MATERIALS, FINISHES AND SYSTEMS ARE TO BE INSTALLED AND PERFORM PER SPECIFICATIONS UNLESS OTHERWISE NOTED.B. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO CONSTRUCTION. C. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION.D. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES.E. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.F. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.G. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK.H. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS.I. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS ON-SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. THE RECORD DRAWINGS SHALL BE ISSUED TO THE OWNER AT PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL REQUIREMENTS OF THE PROJECT MANUAL.J. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. SEE THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.K. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY".L. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION, UNLESS OTHERWISE NOTED.M. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER.GENERAL NOTESPROJECT CONTACTSMAILING ADDRESS:DESIGN MANAGER:STARBUCKS COFFEE COMPANY2401 UTAH AVENUE SOUTHMS STOP: S-SD10SEATTLE, WASHINGTON 98134(206) 318-1575CONSTRUCTIONMANAGER:ARCHITECT OF RECORD:MEPCONSULTANT OF RECORD:MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114FIRE PROTECTION CONSULTANT:RIVERSIDE COUNTY FIREDEPARTMENT2300 MARKET ST., SUITE 150RIVERSIDE, CA 92501951-955-4777RRUOFMScheduling@fire.ca.govMAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203 TEMECULA, CA 92590(714) 331-6114INDEX OF SHEETSLEGEND: X - SHEET ISSUEDR - SHEET ISSUED FOR REFERENCE AND COORDINATION ONLYSEE TITLEBLOCK FOR REVISION ISSUE DATE(S) SCOPE OF WORKNEW CONSTRUCTION FOR STARBUCKS COFFEE SHOP WITHIN ANEXISTING SHELL LEASE SPACE. NEW CONSTRUCTION INCLUDES:•SITE :- NEW CUSTOM POLY SIGNAGE- NEW DRIVE THRU EQUIPMENT- LANDSCAPE PATCH AND INFILL (SEE LANDSCAPE PLANS PART OF THISPERMIT)- NEW TRASH ENCLOSURE-•BUILDING : -NEW DT WINDOW- NEW ROOF MEMBRANE AND MECHANICAL EQUIPMENT- ADDITION OF EXTERIOR PATIO FURNITURE•INTERIOR : NEW INTERIOR NON-BEARING PARTITION WALLS• NEW RESTROOM• NEW BEVERAGE PREPARATION EQUIPMENT•NEW CASEWORK• NEW FLOOR FINISHES• NEW WALL FINISHES• NEW CEILING (ACT AND GYP. BD.)•NEW LIGHTING• NEW HVAC DIFFUSERS• NEW TRENCH EXISTING CONCRETE SLAB FOR PLUMBING AND ELECTRICCODE AUTHORITIES: CITY OF LAKE ELSINORE MUNICIPAL CODEBUILDING CODE: 2022 California Building CodePLUMBING CODE: 2022 California Plumbing CodeMECHANICAL CODE: 2022 California Mechanical CodeELECTRICAL CODE: 2022 California Electrical CodeENERGY CODE: 2022 California Energy Code FIRE CODE: 2022 California Fire CodeHEALTH CODE: 2022 California Retail Food CodeACCESSIBILITY CODE: CH 11B OF 2022 CBCZONING:PARCEL NUMBER: 377-120-057LEASABLE AREA: +/- 4,400CONSTRUCTION TYPE: V-BPROPOSED USE: RETAIL SALES AND SERVICES ZONING TYPE: C-2 - GENERAL COMMERCIAL DISTRICT PARKING: REQUIRED PARKING STALLS PER LMEC 17.148.030.E.13: 1 SPACE FOR EACH 45 SQ.FT OF OF CUSTOMER AREA = 1632 / 45 = 36 STALLS 1 SPACE FOR EACH 200 SQ.FT OF NONCUSTOMER AREA=1756 / 200 = 9 STALLS ACCESSEBLE PARKING STALLS = 5% OF TOTAL PARKING STALLS = 2 STALLS-TOTAL REQUIRED PARKING STALLS = 40 STALLS AND 2 ACCEESSIBLE STALLS.-TOTAL PROVIDED PARKING STALLS = 43 STALLS AND 2 ACCESSIBLE STALLS. SITE INFORMATIONVICINITY PLANSITE MAP A/C AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAMP AMPEREARCH ARCHITECTBOH BACK OF HOUSECAB CABINETCL CENTER LINECLG CEILINGCM STARBUCKS CONSTRUCTION MANAGERCTR CENTERCX COMMISSIONINGCXA COMMISSIONING AGENTDEG DEGREEDET DETAILDIA DIAMETERDIM DIMENSIONDM STARBUCKS DESIGN MANAGERDN DOWNEA EACHEL ELEVATIONEQ EQUALEXIST EXISTINGEXT EXTERIORFF&E FURNITURE, FIXTURE, AND EQUIPMENTFLR FLOORFOH FRONT OF HOUSEFOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTORFOIO FURNISHED BY OWNERINSTALLED BY OWNERFT FOOT/FEETG GROUNDGC GENERAL CONTRACTORGWB GYPSUM WALLBOARDHC HOLLOW COREHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING, VENTILATINGAND AIR CONDITIONINGI.D. INSIDE DIAMETERLEED LEADERSHIP IN ENERGYAND ENVIRONMENTAL DESIGNLL LANDLORDLV LOW VOLTAGEMAX MAXIMUMMEP "MECHANICAL, ELECTRICALAND PLUMBING"MFR MANUFACTURERMIN MINIMUMNIC NOT IN CONTRACTNL NIGHT LIGHTNTS NOT TO SCALEOC ON CENTERO.D. OUTSIDE DIAMETERPIR PASSIVE INFRARED SENSORPLC PLACERRADIUSREF REFERENCEREQ‘D REQUIREDREV REVISIONRND ROUNDSB STARBUCKSSC SOLID CORESF SQUARE FEETSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARETEMP TEMPORARYTYP TYPICALUC UNDER COUNTERUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDABBREVIATIONSX' XX"XNNORTH ARROWXXXX AFFARCHITECTURAL SYMBOL LEGENDXXXXXWXXScale: X =X024 8GRAPHIC SCALEDATUM POINTEXTERIORELEVATIONCALL-OUTINTERIORELEVATION CALL-OUTSECTION CALL-OUTDETAIL CALL-OUTREVISION TAGPAINTTAGDESIGN IDTAGDOORTAGWINDOWTAGSHEET NOTE CALLOUTABOVE FINISH FLOOR HEIGHT TAGFINISH FACE TO FINISH FACE DIMENSIONREVISION CLOUDX-X-XPTXXXXXXXXXXX XXXXXDXXINTERIOR WALL TAGGCLLSBRESPONSIBILITYLEGENDGENERAL CONTRACTORLANDLORDSTARBUCKSOCCUPANCY TYPE: A2BUILDING AREA: +/- 3,820TENANT AREA: +/- 3,762BUILDING CLASSIFICIATION: CG-1FIRE SPRINKLER: YESBUILDING INFORMATIONC-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:12/8/2023 3:29:28 PMC:\Users\urban\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\08-22-2023 Latest from Mariam V\Central & Collier - Entitelments - 06-25-2023.rvtG00134376-07212-8-2023CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAGENERAL INFORMATIONSHEET SHEET TITLE BID SET PERMIT SET REVISION 1 REVISION 2 REVISION 3 REVISION 4 GENERALG001 GENERAL INFORMATIONG001.2 GENERAL INFORMATIONG001A EXISTING BUILDING PHOTOSG001B EXTERIOR RENDERED VIEWSG002 LIFE SAFETY AND ACCESSIBILITY PLANG002A LIFE SAFETY AND ACCESSIBILITY PLANG011 SITE ACCESSIBILITYDEMOLITIOND101 DEMOLITION FLOOR PLAND102 DEMOLITION SITE PLAND103 DEMOLITION ROOF PLAND104 DEMOLITION EXTERIOR ELEVATIONSD104A DEMOLITION EXTERIOR ELEVATIONSLANDSCAPINGL001 LANDSCAPE PALLETTEL101 LANDSCAPE PLANARCHITECTURALA001 ARCHITECTURAL OVERALL SITE PLANA001A ARCHITECTURAL SITE PLANA001C FIRE SITE PLANA101 BUILDING FLOOR PLANA201 BUILDING EXTERIOR ELEVATIONSA202 BUILDING EXTERIOR ELEVATIONSA300 TRASH ENCLOSURE PLANA301 TRASH ENCLOSURE ELEVATIONSA302 TRASH ENCLOSURE DETAILSELECTRICALE-0001 ELECTRICAL PHOTOMETRIC PLANGrand total: 241. PLANS FOR FIRE SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS WILL BE SUBMITTED UNDER SEPARATE PERMITS WHEN APPLICABLE.2. CONTRACTOR TO SUBMIT TO THE FIRE DEPARTMENT FIRE SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL AS REQUIRED.3. ALL BUILDING AND SITE SIGNAGE TO BE UNDER SEPARATE REVIEW AND APPROVAL.4. ALL SITE WORK TO BE UNDER A SEPARATE REVIEW AND APPROVAL.DEFERRED/ SEPARATE SUBMITALSITE SURVEY DISCLAIMERI AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES ANDDETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITHCURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW.I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE TOILET AND BATHINGFACILITIES FOR MEN AND WOMEN, AND DETERMINED THAT THE EXISTINGCONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT ACCESSIBILITYREQUIREMENTS TO THE EXTENT REQUIRED BY LAW.IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL.DESIGNER NAME: MAIKEL FARAGALLA_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _SIGNATURE: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _Revision ScheduleRev Date By Description1 05/31/23 MV Planning RevisionEXISTING BUILDING AREAPROPOSED BUILDING AREAGROSS AREA 4,400 SFNET AREA 4320 SFGROSS AREA 3,820 SFNET AREA 3,762 SF
C-36004S TAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:49 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001.234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAGENERAL INFORMATIONENVIRONMENTAL HEALTH NOTESSTORM WATER QUALITY NOTESFIRE NOTESGENERAL REQUIREMENT NOTESMEANS OF EGRESS1.A CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, AND GREASE CONTAINER. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACES WILL BE SMOOTH, SEALED AND WASHABLE (E.G., PLASTERED SMOOTH AND PAINTED, ETC.).2.ALL FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM.3.ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4 " HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4-INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE.4.IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM.5.ANY OPENABLE WINDOWS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MINIMUM 16-MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSIL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS.6.ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING.7.BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL-UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS.8.TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING.9.DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST ACTIVATE VIA A MICROSWITCH PROVIDING A MINIMUM VELOCITY OF 1600 FPM MEASURED 3 FEET ABOVE THE GROUND.10.A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20-FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELFSERVICE, WHERE FRESH PRODUCE OR PREPACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS; IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS.11.A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING.12.SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED.13.ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINS14.SINKS TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT.15.FOOD PREP SINK COMPARTMENT(S) TO BE AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD. SEPARATE FOOD PREP SINKS TO BE PROVIDED FOR MEATS AND PRODUCE.16.THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST 12"X12"X10" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END.17.A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE OR COFFEE WASTE.18.EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE-SERVICE SOAP AND PAPER TOWEL DISPENSERS.19.THE HOT WATER HEATER WILL BE A COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120ºF TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE.20.ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100ºF. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION.21.ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS.22.CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING.23.HANDWASH WATER SHALL BE 100-108 DEGREES (F) FOR AT LEAST 15 SECONDS WITHOUT REACTIVATION.24.ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES.25.FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT.26.APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED.27.WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP.28.FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM 24" BY 24" 29.THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED).30.NO CONDENSATE OR WASTEWATER INCLUDING HVAC WILL DRAIN INTO THE JANITORIAL SINK.31.GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEPARTMENT TO BE CONTACTED FOR GREASE REMOVAL REQUIREMENTS.32.FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES, AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS.33.ADEQUATE VENTILATION IS TO BE PROVIDED TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS AND IN DRESSING / CHANGE ROOM(S).34. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY.35.THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI-GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR IN FOOD PREP AREAS FOR EASY CLEANING.36.PRIOR TO INSTALLATION, SAMPLES OF FINISHES TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL AS NEEDED.37.COLD STORAGE ROOMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS -NOT TO EXCEED 4" IN HEIGHT. SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH.38.BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, AND WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE.39.SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL.40.ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED.THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, LOS ANGELOS REGION, AND THE CITY OF LAKE ELSINOREDEVELOPMENT CODE• SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S.• ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER.• A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE N THE SITE. • ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. • ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.• THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 1. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE INACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR),TITLE 19.2. DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER SHALL BE PROVIDEDON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE ANDCONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLELIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS AREPRESENT PER CFC SECTION 3315.1.3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALLCONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORKSHALL BE IN CONFORMANCE WITH CFC CHAPTER 35.4. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTINGBUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THESTREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF APRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THEPUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THESTRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2.5. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THEINTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.11 AND SHALL MEET THEFLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OFREGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BEPROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIREMARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF LAKE ELSINORE.6. KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOLENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES,SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/ORANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE ACCESS TOAN AREA IS RESTRICTED.7. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOTBE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY ANAPPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURESEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN1 CUBIC YARD SHALL BE OF NON-OR LIMITED-COMBUSTIBLE MATERIALS ORSIMILARLY PROTECTED OR SEPARATED. CFC 304.38. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERLOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BYCURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL.9. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPTAS SPECIFICALLY PERMITTED BY THE CITY OF LAKE ELSINOREAND CFC 308.10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS ATALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS.11. FIRE AND/OR SMOKE DAMPERS, ASSEMBLIES, INCLUDING SLEEVES, ANDINSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTORPRIOR TO INSTALLATION.12. ACCESS TO FIRE AND SMOKE DAMPERS, LARGE ENOUGH TO PERMITINSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS,SHALL BE PROVIDED. THE ACCESS SHALL NOT AFFECT THE INTEGRITY, NORREDUCE THE FIRE-RESISTANCE RATING OF THE FIRE-RESISTANCE-RATEDASSEMBLIES. ACCES POINTS SHALL BE PERMANENTLY IDENTIFIED ON THEEXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN 0.5" IN HEIGHT READING:FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS INDUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCTCONSTRUCTION. CBC 717.41. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE ONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLYMAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.@ (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT ISREQUIRED.3. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.4. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 1. SHOW DETAILED SUMMARY OF THE FLOOR AREA AND ALL DEDUCTIONS FOR GROSS AND/OR NET FLOOR AREA. (1004.1)2. USE CORRECT OCCUPANT LOAD FACTOR FOR THE FUNCTION OF SPACE ACCORDING TO TABLE 1004.1.21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX).3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER=S INSTRUCTIONS ANDSECTION 2702.4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (1013.3)5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OFPRIMARY POWER LOSS (1013.6.3)6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.1.9.3 FOR EXCEPTIONS.7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 44" ABOVE THE FINISHED FLOOR8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9 B 1010.1.9.12 PC/STR/CORR.LST.15 (REV. 01/10/2018) WWW.LADBS.ORGPAGE 12 OF 1510. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES= ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLYILLUMINATE THE FOLLOWING AREAS:A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESSB. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTEDTODECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40TO 1 SHALL NOT BE EXCEEDED. Revision ScheduleRev Date By Description
C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:52 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAEXISTING BUILDINGPHOTOSRevision ScheduleRev Date By Description
C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:24:54 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG001B34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAEXTERIOR RENDEREDVIEWSRevision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1
KEYNOTES1THRESHOLDS TO BE BARRIER FREE COMPLIANT PER ALL APPLICABLE CODES.2PROVIDE PANIC AND FIRE EXIT HARDWARE FOR EGRESS DOORS.330" (160 MM) X 48" (1220 MM) CLEAR FOR WHEELCHAIR ACCESS.460" (1525 MM) DIAMETER MINIMUM TURN RADIUS FOR WHEELCHAIR ACCESS.532" (815 MM) MINIMUM CLEAR AT RESTROOM DOOR.6POS TRANSACTION PLANE, CONDIMENT CART TOP AND HAND-OFF PLANE ARE34 INCHES (860 MM) ABOVE THE FINISHED FLOOR FOR WHEELCHAIRACCESSIBILITY.7PROVIDE BARRIER-FREE SIGNAGE AT ACCESSIBLE RESTROOMS PER ALLAPPLICABLE CODES.8PROVIDE TACTILE "EXIT" SIGNAGE.9PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN WHERE REQUIREDBY APPLICABLE LAWS OR CODES.10GC TO POST A SIGN SPECIFYING OCCUPANT LOAD (124 OCC).11BARRIER-FREE PATH OF TRAVEL12SEE ENLARGED RESTROOM PLAN AND ELEVATIONS SHEET(S) FOR ADDITIONALINFORMATION ON ACCESSIBLE RESTROOM CLEARANCES.LEGENDTRAVEL DISTANCEEMERGENCY LIGHTX'-X" (XXMM)BARRIER FREE PATH OF TRAVEL (MIN 3'-0" (915MM) - NO PINCH POINT)EXIT SIGNFIRE EXTINGUISHERADA ACCESSIBLE SEATING36" (915MM) X 48" (1220MM) CLEAR AREAOCCUPANCY LOAD LEGENDRETAIL AREAWORKROOMCAFE SEATINGBACKBAROFFICEOUTDOOR AREABARFLOOR: POLYVINYL FLOORINGWALL: WALL TILE, BACKSPLASH, WITH POLYVINYL BASECEILING: GYPSUM CEILING CAFEFLOOR: XWALL: XCEILING: XWORKROOMFLOOR: POLYVINYL FLOORINGWALL: FRP WITH POLYVINYL BASECEILING: ACOUSTICAL CEILING TILERESTROOMFLOOR: XWALL: XCEILING: XHEALTH DEPT. FINISH SCHEDULE-INTERIOR OC.SEATING AREA: 461/30 + (384/18=22)/2 + 8 = 35 OCCRETAIL AREA: 800/100 = 8 OCCBACKBAR: 538/100 = 6 OCCWORKROOM: 1091/50 = 22 OCC OFFICE: 79/150 = 1 OCC WAITING AREA: 205/15 = 14 OCCTOTAL INTERIOR OCC. = 86 OCC- EXTERIOR OCC.OUTDOOR SEATING AREA: 186/30 = 7 OCC- GRAND TOTAL = 93 OCCPLUMBING FIXTURE OCCUPANT LOAD CALCUALTION (TABLE A - 2022 CPC):OUTDOOR AREA 429 SF37 OCC.80 OCC.12 OCC.13 OCC.9 OCC.1 OCC.2 OCC.3 OCC.3 OCC.3 OCC.37 OCC.30 OCC.13 OCC.43 OCC.1891021891021111111111111111111111111133333666333382575757575573444441212CLEARø 3' - 0"1 OCC.2 OCC.2 OCC.3 OCC.4 OCC.4 OCC.1 OCC.1 OCC.1 OCC.5 OCC.11111111111111111111111111111682 SFCUSTOMERAREA31165 SFWORKROOM. BARAREA1756C-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:12/8/2023 3:31:48 PMC:\Users\urban\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\08-22-2023 Latest from Mariam V\Central & Collier - Entitelments - 06-25-2023.rvtG00234376-07212-8-2023CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALIFE SAFETY ANDACCESSIBILITY PLANNTOTAL OCC. LOAD: 124 OCC.WAITING AREA: 205 SQ. FT. / 5 SQ. FT. / OCC. 41 OCC.OFFICE: 75 SQ. FT. / 100 SQ. FT. / OCC. 1 OCC.WORKROOM: 1091 SQ. FT. / 300 SQ. FT. / OCC. 4 OCC.BACKBAR : 538 SQ. FT. / 200 SQ. FT. / 3 OCC.RETAIL : 802 SQ. FT. / 60 SQ. FT. / OCC. 14 OCC.CAFE: 461 SQ. FT. / 15 SQ. FT./ OCC. + 384/18 ... 61 OCC.OCCUPANCY CALCULATIONSScale: 1/4" = 1'-0" 01LIFE SAFETY ACCESSIBILITY PLAN02' 4' 8'Scale: 1/4" = 1'-0"Revision ScheduleRev Date By Description
A. EVERY ROOM OR SPACE THAT IS ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER AUTHORIZED AGENT. (1004.9)B. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. (1016.2)C. PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON DOORS IN THIS BUILDING SHALL SATISFY THE FOLLOWING (1010.1.10):1) THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH.2) THE MAXIMUM UNLATCHING FORCE DOES NOT EXCEED 15 POUNDS (6.8 KG).3) PIVOTED OR BALANCED DOORS SHALL BE OF THE PUSH-PAD TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE.4) PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305.5) FIRE EXIT HARDWARE LISTED IN ACCORDANCE WITH UL 10C AND UL 305.D. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (100 MM) OVER ANY WALKING SURFACE BETWEEN 27 INCHES (685 MM) AND 80 INCHES (2030 MM) ABOVE THE WALKING SURFACE.EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE PERMITTED TO PROTRUDE 4 1/2 INCHES (115 MM) FROM THE WALL. (1003.3.3)E. THE PATH OF EGRESS TRAVEL EXITS AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1013 AND AS NOTED BELOW:1) EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.MEANS OF EGRESS NOTES2) EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL.3) NO POINT IN A CORRIDOR SHALL BE MORE THAN 100 FT (30.5 M) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.F. WHERE KEY OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 INCH (25 MM) LETTERING STATING THAT "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". (1010.1.9.4)G. EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (860 MM) TO 48 INCHES (1220 MM) ABOVE FINISHED FLOOR. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (1010.1.9)H. LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR AND LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES (11120 MM). (1010.1.5, 1010.1.6)A. GENERAL CONTRACTOR TO SCHEDULE WITH REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT THE VENDOR.B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED.C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT.D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRISE. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE.F. EACH HAND WASHING WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET.G. REFERENCE INTERIOR SCHEDULE SHEETS (I600 SERIES) FOR ADDITIONAL INFORMATION.H. PROVIDE SNEEZE GUARDS WHERE REQUIRED BY JURISDICTION.I. ALL FOOD STORAGE AND DISPLAY SHELVING SHALL BE A MINIMUM 6" (150MM) ABOVE FINISH FLOOR.HEALTH DEPT. PLAN NOTES14' - 10"31' - 3"14' - 8"36' - 8"92' - 0"3' - 0"4 4 ' - 9 "C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:12 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG002A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALIFE SAFETY ANDACCESSIBILITY PLANTOTAL 16TOTAL ACCESSIBLE SEATS ( ≥ 5% ) 3LOUNGE SEATING 2 6 SEATS 3ADA TABLE TOPS AT BANQUETTE 1 1 SEAT 1TABLE TOPS AT BANQUETTE 7 14 SEATS 2TABLE TOP, ROUND 7 14 SEATS 2COMMUNITY TABLE 2 16 SEATS 8DESCRIPTION NUMBER OF ITEMS SEATS PER ITEMINDOOR SEATING CALCULATIONSTOTAL 22TOTAL ACCESSIBLE SEATS ( ≥ 5% ) 4ADA TABLE TOP 4 8 SEATS 2TABLE TOP, SQUARE 7 14 SEATS 2DESCRIPTION NUMBER OF ITEMS SEATS PER ITEMOUTDOOR SEATING CALCULATIONS**RETAIL ESTABLISHMENT SERVES WATER UPON REQUEST.*IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIREDWATER CLOSETS IN ASSEMBLY OCCUPANCIES.PROVIDED 1 M 2 F 1 M 1 M 1 FREQUIRED 1 M 2 F 1 M 1 M 1 F(MALE) 1:1-50 / (FEMALE) 2:26-50 1:1-200 (MALE) 1:1-75 / (FEMALE) 1:1-50FIXTURESWATER CLOSETS URINALS* LAVATORY46 OCC. 47 OCC. 93 OCC.OCCUPANCYMALE FEMALE TOTALCALCULATION PER CPC TABLE 422.1 & TABLE A (OLF) (OUTDOOR SEATING IS INCLUDED IN THE OVERALL OCCUPANT LOADFOR THIS TABLE) / BOTH RESTROOMS ARE UNISEXPLUMBING FIXTURE CALCULATIONSROOM SCHEDULENAME AREAELECTRICAL ROOM 94 SFWORKROOM 1090 SFMANAGER'S DESK 74 SFPARTNER RR 61 SFFEMALE RR 143 SFMALE RR 94 SFBACKBAR 538 SFWAITING AREA 205 SFBANQUETTE SEATINGAREA215 SFCAFE SEATING AREA(2)180 SFCAFE SEATING AREA(1)165 SFCAFE SEATING AREA(3)116 SFRETAIL 800 SFVESTIBULE 37 SFGRAND TOTAL 3811 SFEXIT SEPARATION PROVIDED = 44' - 9"MINIMUM. EXIT SEPARATION = 92' - 0" (MAXIMUM DIAGONAL) / 3 = 30' - 8"MAXIMUM. TRAVEL DISTANCE PROVIDED = 97' - 5"MAXIMUM. ALLOWABLE TRAVEL DISTANCE = 250' - 0"NUMBER OF EXITS PROVIDED = 3NUMBER OF EXITS REQUIRED = 2EXITS = 78 IN. PRIMARY ENTRY, 36 IN. SECONDARY ENTRY, 36 IN WORKROOMEXIT WIDTH PROVIDED = 150 IN.EXIT WIDTH REQUIRED - 124 OCC. x 0.2 = 25 IN.EGRESS CALCULATIONS02' 4' 8'Scale: 1/4" = 1'-0"Scale: 3/16" = 1'-0" 3MAXIMUM TRAVEL DISTANCE PLANNRevision ScheduleRev Date By Description
NOTE:SLOPE IN STALL & LOADING ZONE NOT TO EXCEED 2% IN ANY DIRECTIONNO PARKINGINTERNATIONAL SYMBOL OF ACCESSIBILITY REFER TO DETAIL 6/G011ACCESSIBLE PARKING SIGNAGE PER DETAIL 5/G011SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.SLOPE1/4" PER FT. MAX.9' - 0" MIN.ACCESSIBLE5'-0" MIN.8' - 0" AT VAN 9' - 0" MIN.G01133' - 0"BLUE PAINTED WHEEL STOP PER DETAIL 17/G0114" WIDE BLUE PAINTED SMOOTH BAND 3' - 0"MIN.5' - 0"ACCESSIBLE ROUTE CROSSWALK STRIPING. 4" WIDE PAINTED BLUE STRIPES, OVER YELLOW HIGHWAY PAINT (2 COATS) WITH DIAGONAL STRIPING AT 3'-0" O.C.NO PARKIN4 5 °4"4"4" WIDE STRIPED LOADING ZONE - 12" HIGH LETTERS READING "NO-PARKING" SHALL BE PAINTED WITHIN THE LOADING ZONE AREA. PAINT COLOR: WHITEADDITIONAL SIGN REQUIRED AT VAN ACCESSIBLE SPACESWHITE TEXT ON BLUEREFLECTIVE BACKGROUND1/4" WIDE BORDER LINE AT ALL SIDESWHITE OCCUPANT ON DARKBLUE BACKGROUNDMETAL SIGN WITH ROUNDEDCORNERS3" HIGH TEXT - 1/2" WIDE STROKE2" HIGH TEXT - 3/8" WIDE STROKE1.ALL PARKING SPACE SIGNS SHALL INCLUDE THE VERBAGE "$250 MINIMUM FINE". CALIFORNIA VEHICLE CODE SECTION 22511.8 (AB1511), CBC 11B-502.6.22.70 SQ. INCH MINIMUM ACCESSIBLE SIGN PER CBC 11B-502.6MATCH CENTER SPECIFICATIONFOR SIGNAGE CONSTRUCTION AND MATERIALS1' - 0"3'-0" WALL MOUNTED6'-8" MIN. POLE MOUNTED2' - 0"3'-0" WALL MOUNTED6'-8" MIN.WHERE OCCURS3' - 0"3' - 0"INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND COMPLYING WITH COLOR No 15090 IN FEDERAL STANDARD 595B(2) COATS WHITE REFLECTIVE STRIPING6" RADIUSFINISH SURFACE OR GRADEREFLECTIONIZED PORCELIAN ENAMELED STEEL SIGN WITH BEADED LETTERS OR EQUAL BOLTED TO 2" SQ. BRONZE POWDER COATED POST WITH (2) 3/8" DIA. BOLTS - SIGN TO DISPLAY INTERNATIONAL SYMBOL OF ACCESIBILITY AND HAVE A DIRECTIONAL ARROW INDICATING THE ACCESSIBLE PATH-OF-TRAVEL10"1' - 0"5'-0" N.T.S.NOTE:1.CONTRACTOR SHALL VERIFY THE ADDRESS AND PHONE NUMBER INDICATED ON SIGN PRIOR TO THE PRINTING OF SIGNS.2.THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY.3.THIS SIGN SHALL BE PLACED AT THE ENTRANCE TO OFF-STREET PARKING FACILITIES.4.ON POLE / WALL SIGN ADD A SIGN STATING "$250 MINIMUM FINE" SECTION 11B-502.6 CBC.THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE _____ POLICE DEPT. (___) ___-____"17" MIN. 22" MIN.TEXT ON SITE ENTRANCE ACCESSIBILITY SIGN SHALL NOT BE LESS THAN 1 INCH IN HEIGHT AND READ: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE XXX POLICE DEPT.(XXX) XXX-XXXX STEEL TUBE WITH CAP)7' - 0" (2" x 3/16" THICK GALV.2' - 0"10" DIA. FOOTING 0F 520-C-2500 CONCRETEPAVEMENT FINISH OR GRADESLOPE TO 6MM ABOVE GRADEHATCH AREA INDICATESTRUNCATED DOMES PERDETAILSEE NOTE BELOWGROOVINGCONCRETE CURB8.33% MAX SLOPENOTE:RAMPS WITHOUT A 3'-0" WIDE LEVEL LANDING - PROVIDE TRUNCATED DOMES ALONG ENTIRE RAMP SLOPE5' - 0"/12G0110"C.F.6"C.F.0"C.F.6"C.F.2%2%2%8.3%8.3%CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTIONNOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF FLAT TRAVEL SURFACE ADJOINS VEHICULAR TRAFFIC WAYGROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS0"C.F.6"C.F.6"C.F.2%8.3%CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTIONNOTE: SURFACE WILL REQUIRE36" SECTION OF TRUNCATEDDOMES IF FLAT TRAVELSURFACE ADJOINS VEHICULARTRAFFIC WAYGROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPSAREA OF TRUNCATED DOMES SEE /12G011INCH2.3 - 2.4INCH2.3 - 2.4INCH0.45 - 0.47INCH0.9 - 0.92NOTE:1. PRE-CAST PAVE COLOR SHALL CONTRAST ADJACENT PAVING 70% MIN - SUBMIT SAMPLE FOR FINAL APPROVAL PRIOR TO INSTALLATION2. DETECTABLE TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMPINCH0.18 - 0.224" MIN.18' - 0"9' - 0"9' - 0"4" WIDE PAINTED WHITE SMOOTH BANDCONCRETE CURB4" WIDE PAINTED WHITE SMOOTH BANDCONCRETE CURB8' - 0"8' - 0"12" HIGH LETTERING PAINTED WHITE3/4"3/4"TOOLED GROOVES, TYP.1/4"MIN.4' - 0"5' - 6"1' - 0"5' MIN12"CONCRETE CURB CUT, NEW POURFACE OF CURB5"1/2"7 1/2"EQEQPOLYURETHANE SEALANT TO MATCH ADJACENT SURFACE4'-0" LONG PRECAST CONCRETE WJEEL STOP(2) #3 BARS (STOP BARS 3" FROM EACH END)TOP OF FINISH PARKING SURFACE(2) #4 x 24" LONG BARS AT 12" FROM EACH ENDNOTE: PAINT WHEELSTOP(S) BLUE AT ACCESSIBLE STALLSScale: 3/16" = 1'-0" 1ACCESSIBLE PARKINGScale: 1/2" = 1'-0" 3ACCESSIBLE ACCESS AISLEScale: 3/4" = 1'-0" 5ACCESSIBLE PARKING SIGNScale: 1" = 1'-0" 6INTERNATIONAL SYMBOL OF ACCESIBILITYScale: 1" = 1'-0" 10ACCESSIBLE PATH SIGNScale: 3/4" = 1'-0" 7SITE ACCESSIBILITY SIGNAGEScale: 1/4" = 1'-0" 8CURB RAMPScale: 1/8" = 1'-0" 9CURB RAMP DETAILScale: 1/8" = 1'-0" 13CURB RAMP DETAILScale: 3" = 1'-0" 12DETECTABLE WARNING SURFACESIGNAGE & SITE WORK TO BE COMPLETED UNDER SEPARATE PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.Scale: 1/8" = 1'-0" 19STANDARD SIZE PARKING STALL DETAILScale: 1/8" = 1'-0" 18COMPACT SIZE PARKING STALLScale: 3/8" = 1'-0" 11CURB RAMP DETAILScale: 3" = 1'-0" 17CONCRETE WHEELSTOP DETAILC-36004S TAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:17 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtG01134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLASITE ACCESSIBILITYRevision ScheduleRev Date By Description
111111111133333333333344444444444444444444444444444444444THOUGH-OUT568977DEMO STOREFRONT44444DEMO WALL11' - 8"EXISTING WALL TO REMAIN16' - 9 1/2"EXISTING WALL TO REMAIN45' - 1 1/4"11' - 0 1/2"6' - 0"DEMO WINDOWS/DOOR7' - 6"13' - 4"6' - 0"1' - 3"DEMO EXISTING EXTERIOR WALL34' - 5"423' - 10 1/2"5' - 0"5' - 2 3/4"5' - 1 1/4"DEMO WALL16' - 5"DEMO STOREFRONT14' - 4 1/4"DEMO STOREFRONTA. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY.B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. NOTIFY STARBUCKS CONSTRUCTION MANAGER IF EXISTING CONDITIONS DEVIATE FROM CONSTRUCTION DOCUMENTS.C. REMOVE EXISTING INTERIOR WALL FINISH AS SHOWN.PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVE WALL COVERINGS ON EXISTING WALLS TO REMAIN THAT FACE AREAS OF DEMOLITION. REMOVAL SHALL INCLUDE ANY RESIDUAL MATERIAL AFTER DEMOLITION, (I.E. PIECES OF WALL COVERING OR BACKING). REMOVAL OF ALL COVERINGS IS TO BE DONE W/O DAMAGING THE EXISTING WALL SURFACE TO REMAIN. ALSO REMOVE WALL DEVICES AND ITEMS MOUNTED TO WALLS.D. REMOVE EXISTING FLOORING AS SHOWN. PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVAL OF EXISTING FLOORING INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF EXISTING CERAMIC TILE, CARPET OR VINYL TILE FLOORING AND ASSOCIATED WALL BASE. SUBFLOOR TO BE STRIPPED OF ALL COVERING/FINISH AND CLEANED TO REMOVE EXISTING ADHESIVE, GROUT, MORTAR, DIRT AND COATINGS. FINAL SURFACE TO BE STREAK-FREE WITH NO MACHINE MARKS AND/OR SMOOTH, STABLE AND LEVEL. PROVIDE LEVELING WHERE NECESSARY TO ACCOMMODATE NEW FINISHES.E. DEMOLITION PLANS REPRESENT APPROXIMATE LOCATION OF EXISTING WALLS TO BE DEMOLISHED. FIELD VERIFY TYPE OF CONSTRUCTION AND HEIGHT OF WALLS. PLANS DO NOT NECESSARILY INDICATE ALL DEMO WALLS, COUNTERS, HANDRAILS, WALL PROTECTION, CLOSETS, SINKS ETC. PRIOR TO DEMOLITION, FIELD VERIFY THAT WALLS TO BE REMOVED DO NOT PROVIDE SUPPORT FOR EXISTING BUILDING ELEMENTS AND EXISTING CONSTRUCTION TO REMAIN. NOTIFY STARBUCKS CONSTRUCTIONMANAGER IF DEMOLITION WALLS SUPPORT EXISTING BUILDING ELEMENTS.F. DEMOLISH AND REMOVE DOORS, VINYL BASE, CONDUIT, WIRING, DUPLEXES, DATA OUTLETS, CABLES, SHELVING, METAL STUD AND GYPSUM BOARD WALLS, CLOSETS, CABINETS, FILES, COUNTERS, WOOD MOLDING, SHELVES AND ENCLOSURES WHERE APPLICABLE.G. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER ACCESS TO THE DEMOLITION AREA, INGRESS AND EGRESS ROUTES FOR MATERIAL AND EQUIPMENT.H. PROTECT EXISTING FLOORS, WALLS AND CORNERS TO REMAIN ALONG WORK ACCES ROUTES.I. CONTAIN DUST AND DEBRIS WITHIN THE DEMOLITION AREA.J. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. DEMOLITION SHALL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF ANY WALLS, FLOORS, CEILINGS, SUPPORTS, STRUCTURE, ETC. TO REMAIN.K. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS.L. AT LOCATIONS WHERE EXISTING WALLS ARE TO BE REMOVED NEAR EXISTING WALLS TO REMAIN, PERFORM DEMOLITION WITHOUT DISTURBING EXISTING ELEMENTS TO REMAIN. WALLS TO REMAIN SHALL BE INTACT AND HAVE A NEAT SURFACE.M. REFER TO "ITEMS TO BE PRESERVED" LIST FOR ITEMS THAT SHALL BE SALVAGED FOR RELOCATION. VERIFY WITH OWNER FOR ON SITE STORAGE LOCATION OF SALVAGED ITEMS.N. DAMAGED FIREPROOFING SHALL BE REPAIRED/ REPLACED TO MATCH EXISTING.O. THE GENERAL CONTRACTOR SHALL DEMOLISH ANY EXISTING ABANDONED VOICE/DATA CABLING AND DEAD OR NON-USE ELECTRICAL BACK TO PANEL. ALL RECEPTACLES NOT REUSED ARE TO BE REMOVED, PATCHED AND PAINTED.P. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION.Q. LABEL ALL ITEMS AND PROPERLY STORE FOR RE-INSTALL.R. REMOVE EXISTING PLUMBING FIXTURES AND HVAC EQUIPMENT AS NECESSARY. CAP LINES AND TERMINATE DUCTS AS NECESSARY FOR THOSE NOT BEING RE-USED.KEYNOTESGENERAL NOTES1EXISTING WALL AND COLUMNS TO REMAIN2EXISITNG EXTERIOR STOREFRONT, DOOR AND WINDOWS TO REMAIN4REMOVE INTERIOR/EXTERIOR WALLS AS SHOWN.7REMOVE EXISTING DOORS.5REMOVE EXISTING RESTROOMS FIXTURES AND CAP PLUMBING.8EXISTING FLOOR TO REMAIN3REMOVE EXISTING STOREFRONT AND ASSOCIATED FASTENERS.6REMOVE EXISTING FIXTURES, FLOOR AND WALL FINISHES9REMOVE EXISTING FLOORING AS INDICATED. PATCH, REPAIR AND PREP.SUBSTRATE TO RECEIVE NEW FINISH.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:20 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION FLOORPLANScale: 3/16" = 1'-0" 1DEMOLITION PLANN08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description
EXISTING BUILDING 4,400 SF4777894411111161314151517101010102221314115884443313131313456666777111212131316161616161616161111810A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS.B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS.C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS.D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD.E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.G. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE.H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES.K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.GENERAL NOTESKEYNOTES3(E) ACCESSIBLE PARKING STALL TO REMAIN4(E) PARKING STALL, TYP. TO REMAIN5(E) ACCESSIBLE STRIPING TO REMAIN6(E) 6”CONCRETE CURB, TYPICAL TO REMAIN2PRESERVE (E) LANDSCAPE PORTION, VERIFY DIMENSIONS IN FIELD.9DEMO (E) TRASH ENCLOSURE IN ITS ENTIRETY. PATCH AND REPAIRASPHALT AS NEEDED PER NEW WORK.7DEMO (E) LANDSCAPE AREA, INFILL AND PREPARE SURFACE TO MATCHEXISTING SLOPE AND MATCH ADJACNET FINISH PER NEW WORK.10DEMO (E) CANOPY.11PREPARE SURFACE TO RECEIVE NEW DT LANE CONCRETE PER NEW WORK.1(E) PUBLIC RIGHT OF WAY .8DEMO (E) PARKING STALL, AND RESTRIP PER NEW WORK, SEE SHEET A001 FORNEW CALCULATIONS.12(E) WHEEL STOPS TO REMAIN.13DEMO (E) CURB14(E) DETECTABLE WARNING16(E) ACCESSIBLE PATH OF TRAVEL FOR PUBLIC RIGHT WAY.17DEMO (E) SIDEWALK15DEMO (E) LIGHT POLE.18PROPERTY LINELEGENDDEMO NON-PERMEABLE AREADEMO PERMEABLE AREAC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:25 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION SITE PLANScale: 1/16" = 1'-0" 1DEMO SITE PLANN08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision11
112224455663377THOUGH-OUTTHOUGH-OUT89999A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.B. IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION.C. ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TO PLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION.D. ALL OF ROOF PENETRATIONS, STRUCTURE AND FIXTURES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.GENERAL NOTESKEYNOTES7DEMO (E) RESTROOM EXHAUST FAN . PATCH AND REPAIR AS NEEDED.1KEEP (E) MEMBRANE AND SLOPES. PATCH AND REPAIR IF NEEDED.EXISTING ITEM TO REMAINLEGENDEXISTING ITEM TO BE DEMOLISHED5DEMO (E) TOP CAP AND FLASHING (TYP.). PREPARE SUBSTRATE TO RECEIVENEW CAP PER NEW WORK.6(E) ROOF SLOPE DIRECTION TO REMAIN.4REMOVE ALL (E) ABANDONED ROOF TOP EQUIPMENT.PARAPETS TO BE DEMOLISHED - REFER TO KEYNOTES2DEMO (E) PARAPET WALL IN ITS ENITIRETY.3DEMO (E) ROOF CRICKETS. SEE SHEET A104 FOR MORE INFO.8DEMO (E) RTU.9DEMO (E) CANOPY.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:28 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10334376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION ROOFPLANScale: 3/16" = 1'-0" 1BUILDING ROOF PLAN DEMON08' 16' 32'Scale: 1/16" = 1'-0"Revision ScheduleRev Date By Description
613337752561254666463351. THE INTENT OF THE DEMO. DRAWINGS SHOWN WITH DASHED LINES INDICATEDIS TO REMOVE THE PORTIONS OF EXISTING BLDG. WALLS, SLABS, AND RELATED ITEMS IN THE WAY OF NEW WORK. SEE STRUCT., PLUMB., MECH., AND ELECT. FOR FURTHER INFO., AND COORD. EXTENT OF DEMO WORK WITH THOSE DWG'S.2. THE SURROUNDING TENANT SPACES OUTSIDE THE WORK AREA WILL REMAINOCCUPIED DURING DEMOLITION AND CONSTRUCTION. THE G.C. WILL PHASETHE WORK AS REQ'D TO MINIMIZE DISRUPTION TO TENANTS AND CUSTOMERS,INCLUDING MAINTAINING TEMP. UTILITY SEVICES, AS NEEDED. PREPARE APHASING PLAN FOR APPROVAL BY THE OWNER.3. ANY STRUCTURAL REMOVAL AND CONDITIONS NOT NOTED AND DISCOVEREDDURING DEMOLITION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.4. PROTECT IN PLACE ALL NON-DEMO SITE RELATED CONDITIONS AND ITEMS TOREMAIN OR RELOCATE. G.C. TO COORDINATE AND VERIFY IN FIELD.GENERAL NOTESSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.2(E) EXTERIOR STOREFRONT TO REMAIN.1DEMO (E) EXTERIOR STOREFRONT AND/OR EXIT DOOR.6DEMO (E) CANOPY.ITEM TO BE DEMOLISHEDLEGENDEXISTING WALL TO BE DEMOLISHEDEXISTING WALL TO REMAINKEYNOTES7PARTIALLY DEMO EXTERIOR WALLS AND/OR PARAPETS ABOVE AS INDICATED.PREPARE SURFACE OF PRESERVED PORTION TO RECEIVE NEW FINISH.3DEMO (E) WINDOW.4(E) EXTERIOR WALL AND/OR PARAPET ABOVE TO REMAIN AS INDICATED,PREPARE SURFACE TO RECEIVE NEW FINISH.5DEMO (E) WALL AND/OR PARAPET ABOVE IN ITS ENTIRETY AS INDICATED.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:25:44 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD10434376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1DEMO ELEV 1Scale: 3/16" = 1'-0" 2DEMO ELEV 2Revision ScheduleRev Date By Description
123456666312456661. THE INTENT OF THE DEMO. DRAWINGS SHOWN WITH DASHED LINES INDICATEDIS TO REMOVE THE PORTIONS OF EXISTING BLDG. WALLS, SLABS, AND RELATED ITEMS IN THE WAY OF NEW WORK. SEE STRUCT., PLUMB., MECH., AND ELECT. FOR FURTHER INFO., AND COORD. EXTENT OF DEMO WORK WITH THOSE DWG'S.2. THE SURROUNDING TENANT SPACES OUTSIDE THE WORK AREA WILL REMAINOCCUPIED DURING DEMOLITION AND CONSTRUCTION. THE G.C. WILL PHASETHE WORK AS REQ'D TO MINIMIZE DISRUPTION TO TENANTS AND CUSTOMERS,INCLUDING MAINTAINING TEMP. UTILITY SEVICES, AS NEEDED. PREPARE APHASING PLAN FOR APPROVAL BY THE OWNER.3. ANY STRUCTURAL REMOVAL AND CONDITIONS NOT NOTED AND DISCOVEREDDURING DEMOLITION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION.4. PROTECT IN PLACE ALL NON-DEMO SITE RELATED CONDITIONS AND ITEMS TOREMAIN OR RELOCATE. G.C. TO COORDINATE AND VERIFY IN FIELD.GENERAL NOTESSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.2(E) EXTERIOR STOREFRONT TO REMAIN.1DEMO (E) EXTERIOR STOREFRONT AND/OR EXIT DOOR.6DEMO (E) CANOPY.ITEM TO BE DEMOLISHEDLEGENDEXISTING WALL TO BE DEMOLISHEDEXISTING WALL TO REMAINKEYNOTES3DEMO (E) WINDOW.4(E) EXTERIOR WALL AND/OR PARAPET ABOVE TO REMAIN AS INDICATED,PREPARE SURFACE TO RECEIVE NEW FINISH.5DEMO (E) WALL AND/OR PARAPET ABOVE IN ITS ENTIRETY AS INDICATED.C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:05 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtD104A34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLADEMOLITION EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1DEMO ELEV 3Scale: 3/16" = 1'-0" 2DEMO ELEV 4Revision ScheduleRev Date By Description
C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:08 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtL00134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALANDSCAPE PALLETTEPINUS CANARIENSISSIZE RANGE: 50'-80' HT X 20'-35' SPR PLANTING PALLETTE:DECIDIOUS TREES :EVERGREEN TREES :CALLERY PEAR (PYRUS CALLERYANA)SIZE RANGE: 25'-35' HT X 8'-12' SPR NOT USEDRevision ScheduleRev Date By Description
7' - 6 1/2"LANDSCAPE PLAN NOTES1. SHRUB LAYOUT AS SHOWN ON PLANS INDICATES "SHRUB MASSES" ANDINDIVIDUAL LOCATIONS. QUANTITIES ARE AS SHOWN ON PLAN ,ON-CENTER,SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ONSPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THEOWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BETRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECTTO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT INSTALLATION PER PLANS ANDSPECIFICATIONS.3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATIONEQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDSPECIFICATIONS.4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATIONSCHEDULE.5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TOINSTALLATION OF PLANT MATERIAL.6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUTNOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED. (SEESPECIFICATIONS).7. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERCEDE THE SOILPREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THECONTRACTOR SHALL SUBMIT A COPT OF ALL SOILS REPORTS TO THE LANDSCAPEARCHITECT PRIOR TO THE MODIFICATION OF THESE SPECIFICATIONS.8. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDINGREPAIRING ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULTOF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK ORPLANTS, UNLESS THERWISE APPROVED BY THE LANDSCAPE ARCHITECT.9. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF, INSTALLCONCRETE MOWSTRIP OR HEADBOARD AS INDICATED ON DRAWINGS.10. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISEAPPROVED BY THE OWNER'S REPRESENTATIVE.11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES ANDFLOW LINES AS SHOWN ON THE GRADING PLAN.12. ALL TREES LOCATED WITHIN 6' FROM ANY HARDSCAPE TO RECEIVE DEEPROOTBARRIERS. EXTEND BARRIERS 5' EACH DIRECTION FROM CENTER OF TRUNK PERDETAIL B, SHEET L-0005.13. CONTRACTOR TO EXPOSE ALL STREET TREE PITS PRIOR TO CONCRETE WORKOR PLANTING, IN ORDER TO EXPOSE POTENTIAL CONFLICTS W/ ANY EXISTINGUTILITIES. IF PITS ARE GOING TO STAY EXPOSED OVER NIGHT, THEY MUST BECOVERED WITH PLYWOOD AND TAPED-OFF WITH A HIGH VISIBILITY TAPE.14. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO PLANTING FOR SIZE, COLOR AND HEALTH.15. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILLBE RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ONPLAN AT THE ON-CENTER SPACING NOTED IN THE LEGEND.16. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND UNPLANTED AREAS; 2"LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OFSHREDDED, STABILIZING MULCH FOR SLOPES.-NEW LANDSCAPE INFILL AREAS, PRESERVE EXISTING TREES, SHRUBS AND BUSHES AS INDICATED ON L101.-EXISTING IRRIGATION INFRASTRUCTURE TO REMAIN. -EXTEND (E) IRRIGATION TO COVER NEW PROPOSED PLANTS.SCOPE OF WORKPLANT SCHEDULETREESQTYCOMMON NAME/ BOTANICAL NAMEHARDSCAPE SCHEDULETILEPALO VERDE (PARKINSONIA SPP.)3SHRUBSQTY(N) ORCO PAVER PER NEW WORK654812(N) CONCRETE DRIVE THRU PER NEW WORKVISIBILITY TRIANGLESOUTHERN MAGNOLIA (MAGNOLIA GRANDIFLORA)2COMMON NAME/ BOTANICAL NAMESHRUBBY TORORAROBASKET GRASSPRIVET84LANTANA MONTEVIDENSISC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:29 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtL10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLALANDSCAPE PLANScale: 3/32" = 1'-0" 1landscape planN08' 16' 24'Scale: 3/32" = 1'-0"Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1
A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201
FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL
PLANS FOR ELECTRICAL
REQUIREMENTS.
B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY
REQUIREMENTS.
C.DRIVE-THRU EQUIPMENT INCLUDING VEHICLE
DETECTION LOOP, WIRELESS COMMUNICATION AND
MONITORS SHALL BE COORDINATED BY STARBUCKS
CONSTRUCTION MANAGER. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
D.PROVIDE 6" (150MM) THICK CONCRETE
PAVING THE LENGTH OF THE DRIVE-THRU LANE,
EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW
STANDING PAD.
E.GENERAL CONTRACTOR TO APPLY CONCRETE
SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.
F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND
BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.
G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT
TRANSITION FROM SIDEWALK TO DRIVE AISLE.
H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE
SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.
I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.
J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING,
BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES.
K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.
KEYNOTES
GENERAL NOTES
LANDSCAPE AREA
LEGEND
NEW 6" (150MM) CONCRETE CURB
NEW CONCRETE
WALKWAY
CONCRETE DRIVE
THRU LANE
ACCCESSIBLE PATH
OF TRAVEL
1 MAIN ENTRANCE.
3 LOCATION OF MOP CUSTOMER PARKING SIGNAGE
4 (E) ACCESSIBLE PARKING STALL TO REMAIN
5 (E) PARKING STALL, TYP. TO REMAIN
6 (E) ACCESSIBLE STRIPING TO REMAIN
7 (E) CURB CUT TO REMAIN
8 (E) DETECTABLE WARNING, SEE 12/G011
9 (E) PARKING STALL DEDICATED FOR MOP (MOBILE ORDER PAY) PICK UP.
(N) MOP FLOOR LETTERING
2 (E) LANDSCAPE AREA TO REMAIN.
10 (N) PROPOSED 4170 SQ. F.T STARBUCKS .
11 (N) PREVIEW MENU BOARD (#22542), SEE DETAIL --/A002 (UNDER SEPARATE
PERMIT)
15 6” CONCRETE CURB, TYPICAL.
16 (N) DIGITAL ORDER SCREEN CONTROL BOX (#22546). (UNDER
SEPARATE PERMIT)
17 SITE LIGHT POLE WITH LED LUMINAIRE. CONCRETE BASE PER CIVIL DRAWINGS
(SEE C SHEETS).
18 WHEEL STOPS.
19 (N) EXTERIOR PATIO SEATING 533 SQ.FT.
20 (N) 5-PANEL MENU BOARD (#22540), SEE DETAIL --/A002 (UNDER SEPARATE
PERMIT)
21 (N) NON-ILLUMINATED BOLLARD (#14103), SEE DETAIL --/A002 (UNDER
SEPARATE PERMIT)22 (N) ENTRANCE DIRECTIONAL SIGN (#23085), SEE DETAIL --/A002 (UNDER
SEPARATE PERMIT)23 (N)EXIT/THANK YOU DIRECTIONAL SIGN (#23075), SEE DETAIL 2/A-1501 (UNDER
SEPARATE PERMIT)
24 (N) CLEARANCE BAR ON DRIVER'S SIDE (#X1111), SEE DETAIL --/A002 (UNDER
SEPARATE PERMIT
25 (N) WAYFINDING GRAPHIC ARROW (#23118) , SEE DETAIL --/A002 (UNDER
SEPARATE PERMIT).
14 (N) DRIVE THRU LANE.
12 (N) PARKING STALL.
13 (N) LANDSCAPE AREA.
26 VAN ACCESSIBLE PARKING.
27 (N) ACCESSIBLE STRIPING.
28 (N) DETECTABLE WARNING, SEE 12/G011
BUILDING AREA = 3,820 SQ.FT
LOT AREA = 42,253 SQ.FT
FAR (FLOOR AREA RATIO) = 3,820 / 42,253 = 9%
FAR CALCULATIONS
29 (N) FIRE NO STOPPING SIGN
30 (E) HANDICAP PARKING SIGN.
31 (E) PROPERTY LINE..
32 (N) TRASH ENCLOSURE.
33 (N) GROUND GRAPHICS DO NOT ENTER VINYL.
34 (N) GROUND GRAPHICS LANES MERGE VINYL.
35 (N) GROUND GRAPHICS DT ENTRY VINYL.
NEW NON-PERMEABLE AREA
NEW PERMEABLE AREA
1
7
10
11
14
15
CENTRAL AVE.COLLIER AVE.2
2
2
4
5
6
7
10
9
5
5
12
14
13
1515
15
15
15
171717
17
17
17
17
18
18
23
2222
24
16
20
11
21
21
1
19
25
OUTDOOR SEATING
AREA
497 SF
REVISED BLDG SIZE
3,820 SF
18
18
18
18
18
18
18
18
4
29
2929
27
26
28
8
30
30
3
11
21
31
5
5
6
32
25
18181818181818
13
2
27
28
29
29
29
33
3434
35
35
17
17
3
3
FH
FH
FH
C-36004
STATEOF C A L IF ORN IALICENSEDARCHITE
CTREN. 08/31/23MAIKELM.FAR
A
GA
L
L
A
SHEET NUMBER:
SHEET TITLE:
SCALE: AS SHOWN
STORE #:
PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANY
R
SUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:
2401 UTAH AVENUE SOUTH
SEATTLE, WASHINGTON 98134
(206) 318-1575
THESE DRAWINGS AND THE PROJECT MANUAL
ARE CONFIDENTIAL AND SHALL REMAIN THE
SOLE PROPERTY OF STARBUCKS
CORPORATION, WHICH IS THE OWNER OF THE
COPYRIGHT IN THIS WORK. THEY SHALL NOT
BE REPRODUCED (IN WHOLE OR IN PART),
SHARED WITH THIRD PARTIES OR USED IN ANY
MANNER ON OTHER PROJECTS OR
EXTENSIONS TO THIS PROJECT WITHOUT THE
PRIOR WRITTEN CONSENT OF STARBUCKS
CORPORATION. THESE DRAWINGS AND
SPECIFICATIONS ARE INTENDED TO EXPRESS
DESIGN INTENT FOR A PROTOTYPICAL
STARBUCKS STORE (WHICH IS SUBJECT TO
CHANGE AT ANYTIME) AND DO NOT REFLECT
ACTUAL SITE CONDITIONS. NEITHER PARTY
SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
THE OTHER (EXCEPT STATED ABOVE) UNTIL A
WRITTEN AGREEMENT IS FULLY EXECUTED BY
BOTH PARTIES.
STARBUCKS TEMPLATE VERSION: i2021.10.22
STARBUCKS R
DESIGN MANAGER:
PRODUCTION DESIGNER:
CHECKED BY:
43180 BUSINEES PARK DR.
SUITE: 203
TEMECULA, CA92590
(714)331-6114
info@urbandwellarchitects.com
ADDRESS:
PHONE:
EMAIL:6/26/2023 1:52:29 PM C:\Users\matth\Urban Dwell Arch Dropbox\UD A\Accounts (1)\SBUX\PROJECTS\FY-24 PROJECTS\New Stores (SCal)\10- Central & Collier\4-Drawings-out\06-26-2023\Central & Collier - Entitelments - 06-26-2023.rvt
A001A
34376-072
<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000
STUDIO-X
NADA BALIGH
MAIKEL FARAGALLA
ARCHITECTURAL SITE
PLAN
0 8' 16'32'
Scale: 1/16" = 1'-0"
SITE WORK & SIGNAGE TO BE
COMPLETED UNDER SEPARATE
PERMIT.
LL RESPONSIBILITY
INFORMATION IS PROVIDED FOR
REFERENCE AND COORDINATION
PURPOSES.
Scale: 1/16" = 1'-0" 1Architectural Site Plan
N
Revision Schedule
Rev Date By Description
1 05/31/23 MV Planning Revision
1
1
1
1
1
A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGELOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICALREQUIREMENTS.B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITYREQUIREMENTS.C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESSCOMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKSCONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS.D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOWSTANDING PAD.E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIORCONCRETE PATIO AND WALKWAY SURFACES.F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDINGCONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION.G. PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) ATTRANSITION FROM SIDEWALK TO DRIVE AISLE.H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACESLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS.I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK.J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING,BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES.K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS.KEYNOTESGENERAL NOTES4FIRE DEPARTMENT VEHICULAR ACCESS ROAD SHALL BE PROVIDED WITH A 32'CENTERLINE TURNING RADIUS PER Fire Code 503.2.4.6A MINIMUM 5'-0" WIDE APPROVED FIREFIGHTER ACCESS WALKWAY PER FIRECODE 504.17(E) ACCESSIBLE STRIPING TO REMAIN3LOCATION OF EXISTING FIRE HYDRANTLEGEND1FIRE DEPARTMENT VEHICLE ACCESS ROAD ON SITE PLAN PER FIRE CODE 503.1.1& 503.2.2 * SECTION 503.6.2LINE INDICATES 150'-0" FIRE TRUCK HOSE LINE MAX LENGTHFIRE LANELANDSCAPE AREA6" (150MM) CONCRETE CURBCONCRETE SIDEWALK PAVEMENTSCOPE OF WORK5FIRE -NO STOPPING SIGN PER CALTRANS/ FHWA STANDARD (R26F),MAXIMUM INTERVALS OF 50FT ON CENTER.8AN APPROVED KEYBOX, LISTED IN ACCORDANCE WITH UL 1037 SHALL BEPROVIDED AS REQUIRED BY FIRE CODE 506, THE LOCATION OF EACH KEYBOX SHALL BE DETERMINED BY THE FIRE INSPECTOR.9BUILDING ADDRESS NUMBER, VISIBLE AND LEGIBLE FROM THE STREET OR MAINACCESS TO THE BUILDING PER FIRE DEPARTEMENT.10BUILDING ADDRESS NUMBER WITH MINIMUM 10'' HEIGHT, MINIMUM STROKE 1.5INCHES AS DISTANCE FROM BUILDING TO FACE OF CURB = 51-150 FEETPER FIRE DEPARTEMENT.CENTRAL AVE.CENTRAL AVE.COLLIER AVE.COLLIER AVE.EXISTING BUILDING 4,400 SFEXISTING BUILDING 122223r 3 2 ' - 0 "r 38' - 0"r 26' - 0"r 32' - 0"r 26' - 0"r 3 8 ' - 0 "r 32' - 0"r 38' - 0"r 26' - 0"44446677789105MAX. INTERVALS50' - 0"555555r 2 6 ' - 0 "r 32' - 0"r 38' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"11111115' - 0"5' - 0"7' - 6"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/25/2023 4:50:28 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA001C34376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLAFIRE SITE PLAN08' 16'32'Scale: 1/16" = 1'-0"NRevision ScheduleRev Date By Description1 05/31/23 MV Planning RevisionScale: 3/64" = 1'-0" 1FIRESITE PLAN1
KEYNOTESGENERAL NOTESA. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE.C. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS MINIMUM BARRIER FREE PROVISION OF THE CODE, REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12.D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE.E. INSTALL MOISTURE RESISTANT GREEN BOARD ON BACKBAR WALL PER PROJECT MANUAL.F. ALL DOORS SHALL BE 32” (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED.G. SEE SHEET A601 FOR EXTERIOR DOOR AND WINDOW SCHEDULES.H. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE COMPONENTS AND GC TO INSTALL.I. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS.J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE CITY.K. SEE STRUCTURAL FOR KNEE WALL BRACING.L. SEE SHEET A501 FOR BUILDING DETAILS.M. REFER TO SHEET I104 FOR FLOOR FINISHES.15OUTLINE OF COUNTERTOPS PER CASEWORK MANUFACTURER@ KITCHEN/ PREP.14GC TO PROVIDE AND INSTALL 10" CONCRETE CURB FOR R.O.SYSTEM AND MOP SINK -REFER TO PLUMBING DRAWINGS FOR MOPSINK SPECIFICATIONS16DASH LINE INDICATES MERCHANDISE FIXTURE.17DASH LINE INDICATED UPPER STORAGE AND SHELVES. SEE SHEETI-102C FOR MORE DETAILS AND INFORMATION.18SLOPE FLOOR SLAB TO SANITARY WASTE FLOOR DRAIN 1/8" PER1'-0" OF RUN11(E) STOREFRONT, ENTRANCE/ EXIT DOOR TO REMAIN -APPROVEDUNDER PREVIOUS SHELL BUILDING SUBMITTAL.10INSTALL NEW DOORS AS INDICATED. SEE SCHEDULES FOR DOORAND HARDWARE TYPE.1DIMENSION CONTROL DATUM POINT2(N) GC TO PROVIDE & INSTALL 4'' CONCRETE CURB @ FOOD CASE,CURB NOT TO EXCEED CASE FOOTPRINT.3(N) GC TO PROVIDE & INSTALL 6'' CONCRETE CURB @ SAFECABINET, NOT TOE KICK. CURB TO RECIEVE TILE BASE.4INSTALL NEW DOUBLE ACTING DOOR @ BACK OF HOUSE. SEESCHEDULES FOR DOOR AND HARDWARE TYPE.5FIRE EXTINGUISHER LOCATION.6(E) ELECTRICAL PANELS & LIGHTING CONTROL PANEL, MAINTAINMINIMUM CLEARANCE AS REQUIRED BY CODE, SEE ELECTRICALPLANS.7ALIGN FACE OF FINISHED WALL.8(N) SHELF FOR WATER HEATER ABOVE, REFER TO INTERIORELEVATION FOR HEIGHT AND DETAILS FOR CONSTRUCTION OFPLATFORM AND SUPPORTING ASSEMBLY.9PROVIDE SLAB DEPRESSION AS NEEDED PER WALK-OFF MATT. SEESHEET I-503 FOR MORE INFORMATION12(N) DRIVE THRU WINDOW .13(N) PROVIDE BLOCKING AS REQUIRED TO SUPPORT ANY WALLATTACHMENTS. REFER TO WALL BLOCKING KEY.19(E) DOOR TO REMAIN. PART OF SHELL PERMIT.2136" (915 MM) CLEAR FOR ROOF LADDER ACCESS.20(E) STRUCTURAL COLUMN.INTERIOR WALL LEGENDEXISTING WALL TO REMAIN142NEW INTERIOR WALL 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON BOTH SIDES TO MINIMUM 6'' ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.4 7/8"I5019SIM.3NEW PLUMBING WALL 20 GA 6" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BOTH SIDES TO MINIMUM 6" ABOVE CEILING. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.7 1/4"I5019SIM.5NEW INTERIOR FURRING WALL WITH VOID 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8"MOISTURE RESISTANT GWB ON ONE SIDETO MIN. 6" ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.I501A10SIM.EXISTING WALLVOID4 1/4"EXTERIOR WOOD FRAMED WALLW/R-21 INSULATION (STC=45) SEE STRUCTURAL DRAWINGS.6'' WOOD STUD @18'' O.C. EXTERIOR: PLYWOOD, WATER-RESISTIVEVAPOR PERMEABLE BARRIER AT LEAST EQUIVALENT TO TWO LAYERS GRADE D PAPER. SEE EXTERIOR ELEVATIONS FOR FINISH INFORMATION.WITH R-21 FIBERGLASS SOUND BATT INSULATIONINTERIOR : DRYWALL, 5/8'' GWB TAPED.EQUAL TO USG UL U4076EXT. FINISH OVER WATER RESISITIVE BARRIER PER EXTERIOR ELEVATIONS ON A201 & A2026"NEW EXTERIOR INFILL WALL SEE STRUCTURAL DRAWINGS.6'' WOOD STUD @18'' O.C. EXTERIOR: PLYWOOD, WATER-RESISTIVEVAPOR PERMEABLE BARRIER AT LEAST EQUIVALENT TO TWO LAYERS GRADE D PAPER. SEE EXTERIOR ELEVATIONS FOR FINISH INFORMATION.WITH R-21 FIBERGLASS SOUND BATT INSULATIONINTERIOR : DRYWALL, 5/8'' GWB TAPED.EQUAL TO USG UL U407EXT. FINISH OVER WATER RESISITIVE BARRIER PER EXTERIOR ELEVATIONS ON A201 & A2026"NEW PARTIAL HEIGHT WALLNEW FULL HEIGHT WALLEXISTING WALLGENERAL LEGENDWALL BLOCKING CALL-OUTXXWALL BLOCKING KEYSYMBOLITEMWEIGHTHEIGHT A.F.F.APPROX. WIDTHSHELVES ABOVE COMPARTMENT SINK200 LBS(91 KG)48" TO 76"(1220MM TO 1930MM)96" (2440MM) CENTERED ABOVE COMPARTMENT SINKABBLOCKING SPECIFICATION TO BE PROVIDED BY VENDORSHELVES ATMANAGER'S DESK300 LBS(136 KG)32" TO 96"(810MM TO 2440MM)48" (1220MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON SHELVESCEQUIPMENT RACK AT MANAGER'S DESK300 LBS(136 KG)44" TO 96"(1120MM TO 2440MM)28" (710MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON RACKDE30" TO 36"(760MM TO 915MM)60" (1525MM) AROUND WATER CLOSETF200 LBS(91 KG)UPPER WIRE SHELVESRESTROOM GRAB BARSCOMMERCIAL INSTALLATION REQUIRES CONCEALED ARM CARRIER. REFER TO MFR'S SPECIFICATION.G200 LBS(91 KG)HIJCOORDINATE LOCATION AND EXTENT WITH PENTAIRKTBD BY VENDORALL ARTWORK, FIXTURES, ACCESSORIES AND CASEWORK FABRICATIONS NOT OTHERWISE NOTEDGC TO PROVIDE WALL BLOCKING AS REQUIRED FOR ALL ITEMS FOR A COMPLETE AND SECURE INSTALLATION. EXTEND BLOCKING 8" (205MM) BEYOND ON EACH SIDE OF EACH ITEM.TBD BY VENDOR (VARIES)RESTROOM HAND SINKWATER FILTRATION SYSTEM7'-4" TO 8'-6"300 LBSFUTURE DIGITAL MENU BOARDS12'-8" TYP.0'-0" TO 6'-0"300 LBS EXTENT OF MERCH BAYMERCH BAY6'-1" TO 7'-10"300 LBS EXTENT OF CABINETDT CABINET11111122222222222253333ABCDEEFFFFGGFFGHIJKLK11' - 8"5' - 6"2' - 10"1' - 6"234568991010101010101010101119121313131313131415161718181820202020111116625564555' - 6"PARTNERRRMALE RRFEMALERRELECTRICALROOMWORKROOMBACKBARRETAIL6622' - 2"7' - 6"9' - 3"13' - 8"21' - 7"36' - 5"42' - 1"46' - 7"47' - 9"50' - 3"55' - 8"63' - 9"67' - 3"68' - 6"6' - 2"12' - 2"14' - 10"15' - 2"20' - 3"20' - 7"21' - 0"21' - 5"23' - 3"27' - 10"33' - 2"49' - 2"60' - 3"61' - 7"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:26:51 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA10134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING FLOOR PLANScale: 3/16" = 1'-0" 01BUILDING FLOOR PLAN02' 4' 8'Scale: 1/4" = 1'-0"NRevision ScheduleRev Date By Description
A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL.E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT.F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS.G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.EXTERIOR ELEVATION KEYNOTESGENERAL NOTES15(N) ENTERANCE DOOR.GCLLSBWHVDGENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECTRESPONSIBILITY LEGEND1EXTERIOR WALL TO REMAIN , PREPARE SURFACE TO RECIEVE NEW FINISH .2(N) EXTERIOR WALL, PREPARE SURFACE TO RECIEVE FINISH.3PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITHSIGNAGE VENDOR SHOP DRAWINGS.4METAL COPING.5DT WINDOW. PROVIDE READY ACCESS DT SERVICE WINDOW. WINDOW AND AIRCURTAIN FINISH TO MATCH ADJACENT STOREFRONT.6STEEL CANOPY. SEE BUILDING DETAIL SHEETS AND STRUCTURAL DRAWINGS.7(N) BUILDING SIGNAGE.8(N) DRIVE-THRU SIGN.9(N) EXTERIOR SCONCE LIGHTING.10(N) 60" FACE ILLUMINATED LOGO DISK (UNDER SEPARATE PERMIT)11(N) 12" GREEN WORDMARK "STARBUCKS" ONLY (UNDER SEPARATE PERMIT)13(E) WALLS & STOREFRONT TO REMAIN (UNDER SEPARATE PERMIT)12(N) 60" DRIVE THRU ILLUMINATED ARROW SERIES (UNDER SEPARATE PERMIT)16DASHED LINE INDICATES ROOF FINISH LEVELSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.14(N) WALLS & STOREFRONT.18KNOX VAULT 4430 SERIES (RECESSED W/ HINGED DOOR) TO BE LOCATEDBESIDE THE MAIN ENTRANCE NO FURTHER THAN 10 FEET.17BUILDING ADDRESS NUMBER WITH MINIMUM 10'' HEIGHT, MINIMUM STROKE 1.5INCHES AS DISTANCE FROM BUILDING TO FACE OF CURB = 51-150 FEET PER FIREDEPARTEMENT, SEE SHEET A001C FOR MORE INFORMATION.SHERWIN WILLIAMS - SW7047 "PORPOISE"EXTERIOR FINISH SCHEDULECLIFFSTONE - "MANZANITA"FLAT BLACK METAL - MT0028123122446L2071199131414161L207114' - 6"27' - 11"13' - 4"45' - 9"16' - 2"33212FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"223S184943445677L20711L20711L207119991011138141415161817S13164SX5555146"10"16' - 9"EQEQ10' - 9 1/2"6' - 6"10' - 9 1/2"27' - 5"28' - 1"22333331FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:27:25 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA20134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1ELEVATION 1Scale: 3/16" = 1'-0" 2ELEVATION 2Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1
A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE.C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL.E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT.F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS.G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED.EXTERIOR ELEVATION KEYNOTESGENERAL NOTESGCLLSBWHVDGENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECTRESPONSIBILITY LEGENDSIGNAGE NOT A PART OF THIS PERMIT.INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.14(E) SERVICE DOOR.1EXTERIOR WALL TO REMAIN , PREPARE SURFACE TO RECIEVE NEW FINISH .2(N) EXTERIOR WALL, PREPARE SURFACE TO RECIEVE FINISH.3PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITHSIGNAGE VENDOR SHOP DRAWINGS.4METAL COPING.5DT WINDOW. PROVIDE READY ACCESS DT SERVICE WINDOW. WINDOW AND AIRCURTAIN FINISH TO MATCH ADJACENT STOREFRONT.6STEEL CANOPY. SEE BUILDING DETAIL SHEETS AND STRUCTURAL DRAWINGS.7(N) BUILDING SIGNAGE.8(N) DRIVE-THRU SIGN.9(N) EXTERIOR SCONCE LIGHTING.10(N) 60" FACE ILLUMINATED LOGO DISK (UNDER SEPARATE PERMIT)12(E) WALLS & STOREFRONT TO REMAIN (UNDER SEPARATE PERMIT)11(N) 60" DRIVE THRU ILLUMINATED ARROW SERIES (UNDER SEPARATE PERMIT)15DASHED LINE INDICATES ROOF FINISH LEVEL13(N) WALLS & STOREFRONT.SHERWIN WILLIAMS - SW7047 "PORPOISE"EXTERIOR FINISH SCHEDULECLIFFSTONE - "MANZANITA"FLAT BLACK METAL - MT0028123L20711L20711L20711L20711122344567899991011125' - 3"13' - 2"15' - 1"11' - 9"4' - 6"15' - 1"S13164SX5555EQEQ12' - 9 3/4"1233T.O PARAPET 322' - 0"T.O PARAPET 217' - 02"T.O PARAPET 113' - 8"FIRST FLOOR0"T.O CANOPY10' - 2"12' - 1"13' - 11"10' - 10"21' - 5 1/2"4' - 10"L20711L20711L20711L20711L20711124469999912131510' - 10"10' - 10"10' - 10"10' - 0"1422' - 0"2313FIRST FLOOR0"T.O CANOPY10' -2"T.O PARAPET 113' -8"T.O PARAPET 322' -0"T.O PARAPET 217' -2"T.O RTUS ROOM6' -0"C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:08 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA20234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLABUILDING EXTERIORELEVATIONSScale: 3/16" = 1'-0" 1ELEVATION 3Scale: 3/16" = 1'-0" 2ELEVATION 4Revision ScheduleRev Date By Description1 05/31/23 MV Planning Revision1
EXTERIOR FINISH NOTES1. THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPOXY FILLER/SEALER AND ONE COAT GLOSS POLYURETHANE.2. RUNNING BOND INTEGRAL CMU COLOR OR CMU PAINTED TO MATCH BUILDING. STRUCTURAL ENGINEER TO PROVIDE MASONRY SPECIFICATIONS.A3025A3024(3100mm)10' - 2"(205mm)8"(205mm)8"(305mm)1' - 0"(2640mm)8' - 8"(2640mm)8' - 8"(305mm)1' - 0"(205mm)8"(205mm)8"(2490mm)8' - 2"(2490mm)8' - 2"GATE SWING MIN. 115°, MAX. 120°CONTINUOUS CONCRETE FOOTING CENTERED ON WALL(SEE STRUCTURAL)6" STL. BOLLARD; SEE DETAIL 6/TRE-3 (TYP.)PROVIDE LOCKABLE, FREEZE PROOF HOSE BIBB AS REQUIRED BY JURISDICTIONA30274x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMCONTINUOUS CONCRETE FOOTING CENTERED ON WALL SEE STRUCTURAL)8" CMU BLOCK WALL.6" (150mm) HIGH WHEEL STOP CONTINUOUS ON 3 SIDESTRENCH DRAIN; PROVIDE TRAFFIC RATED GALVANIZED DRAIN AS REQUIRED BY JURISDICTION AT EACH GATED OPENING (TYP.)1/4" FLOOR SLOPE6" STL. POST. FASTEN TO FOOTING BELOW (TYP.)6" (150mm) THICK CONCRETE SLAB(5485mm)18' - 0" (CLEAR)(2745mm)9' - 0" (CLEAR)(5890mm)19' - 4"(6095mm)20' - 0"24 GA. METAL GUTTER(BELOW)A3021A30223" GALVANIZEDN-DECKINGA3023(3300mm)10' - 10"4 YARDRECYCLING CONTAINER64 GALLONTOTE4 YARDRECYCLING CONTAINER64 GALLONTOTEC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:10 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30034376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREPLANScale: 1/2" = 1'-0" 2FLOOR PLANScale: 1/2" = 1'-0" 1ROOF PLANScale: 1/2" = 1'-0" 3CONTAINER LAYOUTRevision ScheduleRev Date By Description
ENCLOSUREFOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCINGBOLLARD FOOTING; SEE STRUCTURAL.PAVING OR CONCRETE SLAB(2) HEAVY DUTY CANE BOLTSBOLLARD; PAINT TO MATCH CMU WALLGALVANIZED LOCKABLE SLIDE BOLTCORRUGATED METAL DOORS; FINISH TO MATCH BUILDING CANOPY (2) HEAVY DUTY CANE BOLTSMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)BOLLARD; PAINT TO MATCH CMU WALL8" CMU BLOCK WALL (TYP.)(305mm)1' - 0"(610mm)2' - 0"(2285mm)7' - 6".ON REGIONAL REQUIREMENTSVARIES -BASED6" GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO MATCH DOORS (TYP.)GALVANIZED LOCKABLE SLIDE BOLTBOLLARD FOOTING; SEE STRUCTURAL..(2285mm)7' - 6"(610mm)2' - 0"(305mm)1' - 0"ON REGIONAL REQUIREMENTSVARIES -BASED4x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMBOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING BEYOND; SEE STRUCTURAL.METAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)8" CMU BLOCK WALL (TYP.)FOUNDATION; SEE STRUCTURAL FOR SIZE AND REINFORCING.(2285mm)7' - 6"(610mm)2' - 0"(305mm)1' - 0"ON REGIONAL REQUIREMENTSVARIES -BASEDMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)BOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING; SEE STRUCTURAL.8" CMU BLOCK WALL (TYP.)ENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCINGMETAL ROOF;FINISH TO MATCH BUILDING CANOPY2" CMU CAP (TYP.)ON REGIONAL REQUIREMENTSVARIES -BASED4x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEMENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCING(305mm)1' - 0"(610mm)2' - 0"(2285mm)7' - 6".C-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:12 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30134376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREELEVATIONSScale: 1/2" = 1'-0" 1FRONT ELEVATIONScale: 1/2" = 1'-0" 3SIDE ELEVATION "A"Scale: 1/2" = 1'-0" 2SIDE ELEVATION "B"Scale: 1/2" = 1'-0" 4BACK ELEVATIONRevision ScheduleRev Date By Description
FASTENER (TYP.)4" HSS AROUND PERIMETER (SEE STRUCTURAL)CONTINUOUS CLEATSTEEL POST (BEYOND)(150mm)6"ROOF FLASHING AT HIGH POINTFASTENER3" GALVANIZED N-DECKING1/4" ROOF SLOPE(305mm)1' - 0"FIELD HEMFASCIA FINISH TO MATCH BUILDINGFIELD HEMDRIP EDGEP.T. 2X BLOCKINGFASTEN ROOF TO STRUCTURE BELOW(150mm)6"3" GALVANIZED N-DECKINGMODIFIED J-CHANNELFASTEN ROOF TO STRUCTURE BELOWSET IN CONTINUOUSSEALANTRAKE FLASHING FINISH TO MATCH BUILDINGFASTENER (TYP.)FIELD HEM DRIP EDGE4" HSS AROUND PERIMETER (SEE STRUCTURAL)CONTINUOUS CLEATSTEEL POST(BEYOND)P.T. 2X BLOCKING(305mm)1' - 0"(150mm)6"24 GA. METAL GUTTERDRIP EDGE4" x 4" DOWNSPOUT. DIRECT CONNECT TO SITE DRAINAGE SYSTEM3" DEEP X 20 GA. GALVANIZED N-DECKING1/4" ROOF SLOPEMECHANICALLY FASTEN ROOF TO STRUCTURE BELOW4" HSS AROUND PERIMETER (SEE STRUCTURAL)4" HSS POST CENTERED ON ALL CORNERS (SEE STRUCTURAL)SEE STRUCTURAL FOR POST TO WALL CONNECTIONNON-SHRINK GROUT2" CONCRETE CAP. SLOPE TO PROVIDE DRAINAGE.GROUT CELLS SOLID FOR POST CONNECTION(SEE STRUCTURAL)8" CMU WALL(SEE STRUCTURAL)GUTTER STRAPS @ 24" O.C.P.T. 2X BLOCKING(305mm)1' - 0"(610mm)2' - 0"ALIGN1" (25mm)8" CMU WALL6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTING (SEE STRUCTURAL). PAINT TO MATCH DOORS.PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELSCORRUGATED METAL PANEL. FINISH TO MATCH BUILDING CANOPYSTEEL CHANNEL FRAME. MITER AND WELD CORNERSGALVANIZED HEAVY DUTY GATE HINGE.(100mm)4"GATE IN OPEN SWING POSITION ( MIN. 115°, MAX. 120°)10"(510mm)1' - 8"(150mm)6"1 1/2" ANGLE WELDED TO STEEL FRAMEBAR CANE BOLTCORRUGATED METAL PANEL SET IN STEEL CHANNEL FRAMEPROVIDE HOLES AT CONCRETE FOR BOTH FULLY OPEN AND CLOSED POSITIONSWEEP HOLEGATE TO SWING OPEN MIN. 115°, MAX. 120°(150mm)6"VARIES(1065mm)3' - 6"FILL PIPE WITH CONCRETE6" STEEL PIPEPAVING OR CONCRETE SLABEXPANSION JOINT (SEAL)CONCRETE FOOTING (SEE STRUCTURAL)BASED ON REGIONAL REQUIREMENTS(305mm)1' - 0"VARIES.SLAB ON GRADE. REINFORCE PER STRUCTURAL DETAILS8" CMU WALL, GROUT SOLID. REINFORCE AND TIE INTO FOOTING/SLAB PER STRUCTURAL.THICKEN EDGE OF SLABSIZE BASED ON SOIL CONDITIONSAND CLIMATE(MIN. 16", MAX. 54")6" (150mm)WHEELSTOP CURBCONTINUOUS CONCRETE FOOTINGCENTERED ON WALL(SEE STRUCTURAL)6" (150mm)ELASTOMERIC SEALANTC-36004S TATE OFCALIFORNIALICENSEDARCHIT EC T REN. 08/31/23MAIKELM.FARAGALLA SHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRSUBMITTAL OF THE ENTITLEMENTS ISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:6/26/2023 4:28:15 PMD:\Mariam\Task 10- Central & Collier Entitelments\Application Comments 5-18-23\new modeling\Central & Collier - Entitelments - 06-25-2023.rvtA30234376-072<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKEELSINORE, CA 9253000000STUDIO-XNADA BALIGHMAIKEL FARAGALLATRASH ENCLOSUREDETAILSScale: 1 1/2" = 1'-0" 3ROOF SECTION AT FASCIAScale: 1 1/2" = 1'-0" 2ROOF SECTION AT RAKEScale: 1 1/2" = 1'-0" 1ROOF SECTION AT GUTTERScale: 3" = 1'-0" 7GATE HINGE DETAILScale: 3" = 1'-0" 4SECTION AT CANE BOLTScale: 1" = 1'-0" 6TRASH ENCLOSURE BOLLARDScale: 1" = 1'-0" 5TYPICAL CMU WALL FOOTINGRevision ScheduleRev Date By DescriptionNOT USED
C-36004STAT EOFCALIFORNIALICENSEDARCHITECT REN. 08/31/23MAIKELM.FARAGALLASHEET NUMBER:SHEET TITLE:SCALE: AS SHOWNSTORE #:PROJECT #:PROJECT NAME:PROJECT ADDRESS:C 2021 STARBUCKS COFFEE COMPANYRISSUE DATE:2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES.STARBUCKS TEMPLATE VERSION: i2021.10.22STARBUCKSRDESIGN MANAGER:PRODUCTION DESIGNER:CHECKED BY:43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114info@urbandwellarchitects.comADDRESS:PHONE:EMAIL:E-2200<XX-XX-XXXX>CENTRAL & COLLIER18295 COLLIER AVE, LAKE ELSINORE, CA 92530<XXXXX>34376-072<DESIGN MANAGER>ABDALRAHMANMAIKEL FARAGALLAELECTRICALPHOTOMETRIC PLANNRevision ScheduleRev Date ByDescriptionLIGHTING FIXTURE SCHEDULEDESIGN IDVOLTSCOUNTDESCRIPTIONMANUFACTURERMODEL NUMBERL-X0001L-X0002120120142SINGLE LIGHT FIXTURE HEAD, LED 3000K, SHIELDED WITHMOTION SENSORTWIN LIGHT FIXTURE HEAD, LED 3000K, SHIELDED WITHMOTION SENSORCOOPER LIGHTINGCOOPER LIGHTINGNVN-AF-01-D-U-T3R-10K-7030-800-4N7-OA/RA1013NVN-AF-01-D-U-T3R-10K-7030-800-4N7-OA/RA1013LAMPS WATTSLED3960KLED3960K4488ScheduleSymbolLabelImageQuantityManufacturerCatalog NumberDescriptionNumberLampsLumensPer LampLight LossFactorWattagePlotA14COOPER LIGHTINGSOLUTIONS -STREETWORKS(FORMERLY EATON)NVN-AF-01-LED-U-T3R-7030-600NAVION ROADWAY AND AREA LUMINAIRE(1)1) 70 I, 3000K, 615mA LIGHTSQUAREWITH 16 LEDS EACH AND TYPE IIIROADWAY OPTICS16247134B2COOPER LIGHTINGSOLUTIONS -STREETWORKS(FORMERLY EATON)NVN-AF-01-LED-U-T3R-7030-600NAVION ROADWAY AND AREA LUMINAIRE(1)1) 70 I, 3000K, 615mA LIGHTSQUAREWITH 16 LEDS EACH AND TYPE IIIROADWAY OPTICS16247168Description Symbol AvgMaxMin Max/Min Avg/MinCalc Zone #11.3 fc2.8 fc0.7 fc4.0:11.9:1Calc Zone #22.7 fc7.9 fc1.1 fc7.2:12.5:1Calc Zone #32.1 fc7.1 fc0.3 fc23.7:17.0:1Calc Zone #41.8 fc7.7 fc0.2 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