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Approved Plan Set
Community Development Department FE-21Planning Division—Cupertino O O O CUPERTINO APPROVED r0 N � Case# ASA-2021-001, W O A c H Q op � U � Approval Body: Admin Hearing CO 0 Approval Date 07/01/21 Signatur Erick Serrano f— � '51� Case Manager 0 MARKET REA Y EVELOPMENT FOR RUBICON POINT PARTNERS co < 10200 S . DE ANZA BLVD . CUPERTINO, CA 0 N ARCHITECTS PROJECT ADDRESS 10200 S. DE ANZA BLVD. CUPERTINO, CA 95014 MARKET READY IMPROVEMENTS for RUBICON POINT PARTNERS PRELIMINARY - NOT FOR CONSTRUCTION PLANNING DEPARTMENT HEALTH DEPARTMENT PRICING PLANS BUILDING SUBMITTAL (NOT FOR CONSTRUCTION) (NOT FOR CONSTRUCTION) (NOT FOR CONSTRUCTION) (NOT FOR CONSTRUCTION) PROJECT DIRECTORY VICINITY MAP PROJECT INFORMATION SHEET INDEX $ A.P.N. 369-01 -035 G EN ERA L r OWNER: CONTRACTOR: ARCHITECT: - A0.0 COVER SHEET omega Park S ZONING P (CG,OP) A0.1 GENERAL NOTES RUBICON POINT PARTNERS MCLARNEY CONSTRUCTION STUDIO G ARCHITECTS, INC. 9 0 ERIC CLAPP KRISTEN SINNOTT KELLY SIMCOX LAND USE COMMERCIAL / OFFICE / RESIDENTIAL 55 2nd Street, Suite 1900 355 S. Daniel Way 299 Bassett St. Suite 250 San Francisco, CA 94105 San Jose, CA 95128 San Jose, CA 95110 SITE AREA ±56 235 SF LANDSCAPE E+ionwe'n-dRd F Homx�t-d Rd Hong ods'dRd / P: - P: 408.896.9697 P: 408.283.01 00xl 0 1-0.01 PROPERTY LINES E: Eric@rubiconpoint.com E: KSinnott@mclarney.com E: kelly@studlogorchitectsinc.com Y_ _ _ i LOT COVERAGE 39,000/56,235 = 69.4% (NO CHANGE) 1-0.02 GENERAL CONSTRUCTION NOTES Apple,Par€�Visitor Center a" - - 1-0.03 DEMOLITION PLAN CONSTRUCTION TYPE I-B 1-1 .01 LAYOUT & MATERIAL PLAN LANDSCAPE ARCHITECT: ter' a L1 .02 SITE MATERIALS a �` �_ � , OCCUPANCY B (PRIMARY), A-2, A-3, S-1 , S-2 (NO CHANGE) L2.01 PLANTING PLAN w L2.02 PLANTING SCHEDULE SWA GROUP . a , NUMBER OF STORIES 4 L3.01 IRRIGATION PLAN DAN AFFLECK E'.°"e°°°`"a'4j 102DO South De L3.02 WATER BUDGET 530 Bush Street, bth Floor Anza Boulevard`4a BUILDING HEIGHT 6&-6" (NO CHANGE) L4.01 LIGHTING PLAN ,SEp AR�jy� San Francisco, CA 94108 s Rodriel } P: 415.710.1706 a 4 � L4.02 LIGHTING CUT SHEETS r �.L NN FIRE SPRINKLERS YES L5.01 RENDERINGS E: daffleck@swagroup.com m L5.02 RENDERINGS - 2 BUILDING AREA ±142,650 SF (NO CHANGE) L5.03 RENDERINGS 01/23 �, RENEWAL DATE PROJECT AREA 500 SF - 1ST FLOOR .o CA fi � CIVIL ---- --- � APPLICABLE CODES 2019 CALIFORNIA BUILDING CODE kellya.simcax,architect 'yens Creek 2019 CALIFORNIA ELECTRICAL CODE TOPO TOPOGRAPHY SURVERY purity Pufk 2019 CALIFORNIA MECHANICAL CODE TOPO TOPOGRAPHY SURVERY wEST uosE 2019 CALIFORNIA PLUMBING CODE C1 .01 GRADING AND DRAINGAGE PLAN STAMP 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA FIRE CODE Y 2019 CALGREEN CODE ALL DESIGNS, DRAWINGS AND WRITTEN * ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS MATERIALS INDICATED HEREIN ARE THE WORK ARCHITECTURAL AND PROPERTY OF STUDIO G ARCHITECTS. AND REGULATIONS.PROJECT LOCATION THIS DOCUMENT MAY NOT BE DUPLICATED, AD.1 1 ST FLOOR DEMOLITION PLAN REUSED OR DISCLOSED BY ANY METHOD Al .1 1 ST FLOOR PLAN WITHOUT THE WRITTEN CONSENT OF A2.1 EXTERIOR ELEVATIONS STUDIO:G ARCHITECTS. ALL RIGHTS A2.2 EXTERIOR RENDEING RESERVED. REVISIONS NO. DATE DESCRIPTION 10/21/2020 PRICING SET SCOPE OF WORK 11/24/2020 PLANNING SUBMITTAL 1/12/2021 PLANNING SUBMITTAL THIS PROJECT INCLUDES MARKET READY IMPROVEMENTS TO AN EXISTING BUILDING. DEMOLITION: REMOVAL OF (E) WINDOWS AND PORTION OF EXTERIOR WALL. NEW CONSTRUCTION: NEW EXTERIOR GLASS FOLDING DOOR. DATE 7/28/2020 SCALE PROJECT I D 2020.138 DRAWN BY CW COVER SHEET SHEET TITLE a N 66 N N N O N O SHEET NO. A04oO , Communit Development Department FOR CUPERTINO tN AXCOTES GENERAL CONSTRUCTION PLAN NOTES Cf� r Q Case# - - W O CO _ Q 00 I . BI DE S 13.LIST OF SUB-CONY CTO S 2G. MECHANICAL AND ELECTRICAL EQUIPMENT N Approval Body: A�m' � R Q A. ALL EXISTING TO REMAIN AND NEW WALL SURFACES TO RECEIVE SMOOTH LEVEL 4 FINISH. � (� A. 9� RE INSTRUCTED TO VI51T AND INSPECT PREMISES PRIOR TO SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE A. THE GENERAL CONTRACTOR SHALL SUPPLY PRIOR TO COMMENCING WORK A LIST OF ALL SUB-CONTRACTORS TO THE A. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A DE51GN LISTING/NUMBER. ANY EQUIPMENT NOT LISTED WILL BE B. ALL GYP. BD. PARTITIONS SHALL BE TAPED AND SANDED SMOOTH TO A LEVEL 4 FINISH U.O.N. CONTRACTOR SHALL PATCH AND Approval Date IIZPNDITION5 UNDER WHICH THE WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR ADDITIONS ARCHITECT. THE NAME OF THE PRINCIPLE CONTACT, THE ADDRESS AND THE PHONE NUMBER OF EACH SUB CONTRACTOR DE51GN/CON5TRUCTION TEAM TO NOTIFY THE BUILDING DEPT. IF FIELD-TESTING 15 REQUIRED FOR ANY EQUIPMENT WITHOUT AN REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHEREVER REQUIRED. THESE SURFACES SHALL BE ALIGNED AND H � C Signatur rr Y CLAIM OF LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER SHALL BE INCLUDED IN THE LIST. EQUIVALENT LISTED LABEL APPROVED BY THE FREMONT BUILDING DEPT. PROOF OF EQUIPMENT CERTIFICATION WILL NEED TO BE SANDED SMOOTH. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. U) O � Case Manage�r F- z COULD HAVE INFORMED HIMSELF. APPOINTMENTS SHALL BE ARRANGED THROUGH THE OWNER'S REPRESENTATIVE. SUBMITTED AND APPROVED BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, U.O.N. ALL CLEAR DIMENSIONS ARE NOT ADJUSTABLE B. BIDDERS SHALL MAKE KNOWN TO THE ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING 14.WEEKLY REPORT WITHOUT ARCHITECTS APPROVAL. W Q BIDDING PHASE OF THE PROJECT. UNLESS NOTED THEY WILL BE PRESUMED INCLUDED BY THE OWNER. A. A WEEKLY REPORT FORM, SIGNED BY THE GENERAL CONTRACTORS SUPERINTENDENT, SHALL BE COMPLETED AND DELIVERED TO 27. CONSTRUCTION OF NEW WALLS D. EXISTING FIRE SPRINKLER SYSTEM TO REMAIN. PROTECT AND MAINTAIN DURING CONSTRUCTION. CONTRACTOR'S PRICING SHALL co U) THE ARCHITECT AS REQUIRED BY THE OWNER. THIS REPORT SHALL INDICATE WORK IN PROGRESS AND ANY ITEMS TO BE A. THE GENERAL CONTRACTOR SHALL ESTABLISH THE LOCATION OF ALL NEW WALLS IN THE FIELD ON THE FLOOR, EITHER WITH CHALK INCLUDE MODIFYING THE EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS AS REQUIRED FOR NEW PLAN LAYOUT AND CODE m 2. SUBSTITUTION RESOLVED. LINES OR TAPE AS APPROPRIATE. THEN GENERAL CONTRACTOR SHALL ARRANGE A WALK OF THE ENTIRE PROJECT AREA WITH THE REVISIONS INCLUDING ADA. CONTRACTOR WILL BE RESPONSIBLE FOR THE DRAWINGS, SUBMITTAL, AND APPROVAL OF ANY FIRE 0 A. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OK APPROVED OWNER/TENANT AND ARCHITECT TO CONFIRM THE SIZE, SHAPE, AND PLACEMENT OF ALL ROOMS MEET OWNER/TENANT SPRINKLER AND FIRE ALARM WORK AS A DEFERRED SUBMITTAL. 0-) EQUAL" IS USED. THE ARCHITECT ALONE SHALL DETERMINE THE EQUALITY BASED UPON THE INFORMATION SUBMITTED BY THE 1 5.WORK INSTRUCTION APPROVAL PRIOR TO FRAMING ANY NEW WALLS. IF THE OWNER/TENANT REQUESTS ANY CHANGE, THE GENERAL CONTRACTOR E. EXISTING PARTITIONS/EXTERIOR WALLS PATCH/REPAIR GYP. BD. AS NECESSARY. (TAPE, MUD, SAND TO LEVEL 4 FINISH). PATCH AND N ARCHITECTS CONTRACTOR FROM THE MANUFACTURER. A. THE GENERAL CONTRACTOR SHALL BE ANSWERABLE TO THE OWNER'S REPRESENTATIVE FOR HIS WORK AND SHALL NOT ACCEPT SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH SUCH CHANGE. SKIM BASE OF WALLS WHERE BASE IS REMOVED. PREPARE FOR (N) N.I.C. FINISHES. INSTRUCTION FROM OTHER PERSONNEL WITHOUT VERIFICATION FROM THE ARCHITECT. CONTRACTOR WILL BE LIABLE FOR ANY F. FINISH FACES SHALL ALIGN AT JUNCTION OF NEW AND EXISTING CONSTRUCTION U.O.N. 3. PERMITS EXPENSE CAUSED BY THE EXECUTION OF WORK WITHOUT SUCH VERIFICATION AND FOR THE EXPENSES CAUSED BY ITS 28. NON-PERMITTED WORK G. LIGHTING/SIGNAGE SHALL COMPLY WITH CDC SECTION 1 01 1 . A. THE GENERAL CONTRACTOR SHALL PAY ALL FEES AND SECURE ALL REQUIRED PERMITS FOR THE WORK INDICATED IN THESE REMOVAL OR CORRECTION. A. SHOULD ANY CONSTRUCTION OR DEMOLITION WORK BEGIN PRIOR TO OBTAINING A BUILDING PERMIT, THE GENERAL CONTRACTOR H. MAINTAIN ALL EXISTING RATED CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS. PATCH AND REPAIR AS REQUIRED TO INSURE DRAWINGS. B. A REPRESENTATIVE OF THE GENERAL CONTRACTOR AUTHORIZED TO DISCUSS THE WORK AND RECEIVE INSTRUCTIONS FROM THE ACKNOWLEDGES THAT THE CONSTRUCTION IS AT RISK AND THE GENERAL CONTRACTOR ACCEPTS THE RESPONSIBILITY FOR THE INTEGRITY OF EXISTING FIRE RATINGS. ARCHITECT SHALL BE AVAILABLE AT ALL TIMES WHILE THE WORK IS IN PROGRESS. POSSIBILITY OF REDESIGN AND MODIFICATION TO THE IN-PLACE CONSTRUCTION. STUDIO G ARCHITECTS, INC. ACCEPTS NO I. PATCH AND REPAIR ALL AREAS THAT ARE AFFECTED DURING CONSTRUCTION. 4. SEPARATE PERMITS / DEFERRED SUBMITTALS RESPONSIBILITY FOR THE DEMOLITION OR CONSTRUCTION STARTED PRIOR TO OBTAINING A BUILDING PERMIT AND/ OR RECEIVING J. PENETRATIONS OF FIRE-RATED CONSTRUCTION TO COMPLY WITH CURRENT CDC. A. SEE NOTES UNDER DEFERRED SUBMITTALS ON SHEET AO.0 COVER SHEET. I G.PROTECTION OF EXISTING AREAS AND NEW WORK AREAS PLANNING DEPARTMENT DESIGN APPROVAL FROM THE CITY. K. PRESERVE AND MAINTAIN EXISTING EXITS THROUGHOUT CONSTRUCTION. B. THE FOLLOWING ITEMS WHERE NOTED IN THE THE SCOPE OF WORK REQUIRE DEFERRED REVIEW AND SEPARATE PERMITS: FIRE A. GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING SHALL BE PROTECTED FROM DAMAGE THAT COULD OCCUR L. THE GENERAL CONTRACTOR SHALL ESTABLISH THE LOCATION OF ALL NEW WALLS IN THE FIELD ON THE FLOOR, EITHER WITH CHALK PROJECT ADDRESS SPRINKLER, FIRE ALARM SYSTEM, STEEL STAIRS, HANDRAILS, GLA55 RAILINGS AND EQUIPMENT, EQUIPMENT ANCHORAGE, BECAUSE OF THI5 WORK AND THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND NEW WORK LINES OR TAPE AS APPROPRIATE. THEN GENERAL CONTRACTOR SHALL ARRANGE A WALK OF THE ENTIRE PROJECT AREA WITH THE EXTERIOR PANEL CLADDING SYSTEMS AND BUILDING 51GNAGE5. AREAS. ANY DAMAGES DUE TO THIS WORK OR ACCIDENTS SHALL BE REPAIRED, REPLACED OR PATCHED AT THE DISCRETION OF OWNER AND ARCHITECT TO CONFIRM THAT THE SIZE, SHAPE, AND PLACEMENT OF ALL ROOMS RECEIVES OWNER APPROVAL PRIOR C. PROVIDE CALCULATIONS * ANCHORAGE DETAILS FOR ALL EQUIPMENT WEIGHING 400 L55. OR MORE. NOTE THAT EQUIPMENT AT THE OWNER. THE CONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH DAMAGE AND ANY WORK UNDERTAKEN TO TO FRAMING ANY NEW WALLS. IF THE OWNER REQUESTS ANY CHANGE, GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT 10200 S. DE ANZA B LVD. ANY WEIGHT MOUNTED AT MORE THAN 4 FEET ABOVE FLOOR HEIGHT SHALL BE PROVIDED WITH ANCHORAGE. CORRECT IT. BEFORE PROCEEDING WITH SUCH CHANGE. C U P E RTI N O, CA 95014 D. GENERAL CONTRACTOR SHALL REVIEW EXISTING FIRE SPRINKLER SYSTEMS IN ALL BUILDINGS. FIRE SPRINKLER SYSTEM SHALL B. THE GENERAL CONTRACTOR SHALL EXERCISE GREAT CARE IN PROTECTING ALL MATERIALS EXISTING ON THE JOB FROM DAMAGE M. UPON COMPLETION OF PARTITION LAYOUT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR REVIEW AND VERIFICATION OF COMPLY WITH CBC SECTION 003. 1 . 1 . AND SHALL MAINTAIN PROTECTION FOR ALL TRAFFIC AREAS OF THE BUILDING TO BE USED DURING EXECUTION OF WORK LAYOUT PRIOR TO PARTITION INSTALLATION. E. EXTERIOR NON STRUCTURAL WALL PANELS OR ELEMENTS THAT ARE ATTACHED TO OR ENCLOSING THE STRUCTURE SHALL BE RELATING TO THI5 CONTRACT WITH THE UNDERSTANDING THAT THE GENERAL CONTRACTOR WILL RECTIFY ANY DAMAGE N. VERIFY POSITIONS OF EXISTING STRUCTURAL MEMBERS TO BE LOCATED WITHIN NEW WALL CONSTRUCTION AND NOTIFY ARCHITECT DESIGNED TO RESIST THE APPLICABLE WIND AND OR SEISMIC FORCE PER A5E 7. 10 AND SHALL BE DESIGNED TO ACCOMMODATE ATTRIBUTABLE TO HIS OPERATIONS. OF DISCREPANCIES. THE SEISMIC RELATIVE DISPLACEMENTS DEFINED IN ASCE 7. 10 SECTION 1 3.3.2 AND MOVEMENTS DUE TO TEMPERATURE CHANGES. SUCH ELEMENT SHALL BE SUPPORTED BY MEANS OF POSITIVE AND DIRECT STRUCTURAL SUPPORT OR BY 17.EXTENT, NATURE AND SCOPE OF WORK MECHANICAL CONNECTIONS AND FASTENERS IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN ASCE 7.05 SECTION 13.5.3. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE AND SCOPE OF WORK DESCRIBED IN THE F. GLA55 IN GLAZED CURTAIN WALL AND STOREFRONTS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASCE 7. 10 CONTRACT DOCUMENTS AND WILL COORDINATE WITH THE ARCHITECT OR THE OWNER'S REPRESENTATIVE THE INTERFACING OF SECTION 13.5.9. THE OWNERS WORK WITH THAT INDICATED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR 15 TO PROVIDE ALL G. TRANSVERSE OR OUT OF PLANE BENDING OR DEFORMATION OF A COMPONENT OR SYSTEM THAT IS SUBJECTED TO FORCE AS LABOR AND MATERIALS NECESSARY TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS WITH THE EXCEPTION OF THOSE DETERMINED IN A5CE 7. 10 SECTION 1 3.5.2 SHALL NOT EXCEED THE DEFLECTION CAPABILITY OF THE COMPONENT OF THE ITEMS NOTED AS SEPARATE CONTRACTS OR N.I.G. HE SHALL BE RESPONSIBLE FOR COORDINATING THIS WORK WITH THAT OF SYSTEM. ALL OTHER TRADES, INCLUDING TH05E OPERATING UNDER SEPARATE CONTRACT WITH THE OWNER. 5. DRAWINGS AND SPECIFICATIONS 18.WORKMANSHIP AND COMPLIANCE WITH MANUFACTURER'S RECOMMENDATION AND CODES MARKET READY IMPROVEMENTS for A. THE GENERAL CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS AT THE A. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN AND IN ACCORDANCE WITH THE HIGHEST STANDARD OF BUILDING PRIOR TO THE COMMENCEMENT OF WORK. HE SHALL EXAMINE ALL ADJOINING WORK OK AREAS UPON WHICH THE QUALITY AND THE BEST PRACTICES OF THE TRADES INVOLVED. CARE SHALL BE TAKEN TO ENSURE COMPLIANCE WITH BUILDING PERFORMANCE OF HIS WORK IS IN ANYWAY DEPENDENT. ANY VARIATIONS OR DISCREPANCIES SHALL BE REPORTED WITH ALL REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF LABOR. GENERAL REFLECTED CEILING PLAN NOTES RUBICON POINT DUE EXPEDIENCY TO THE ARCHITECT PRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION. NO ALLOWANCE B. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. WILL BE MADE FOR INCREASED COSTS DUE TO LACK OF PROPER COORDINATION. C. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT. B. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS D. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S JURISDICTION. OSET AFTER EXECUTION AS THE CONS RUCTION CONSTRUCTION."ACT, THE AWARDED GENERAL CONTRACTOR WILL RECEIVE THE E. RECOMMENDATIONS ERFAND INSTRUCTIONS UNLE5 WITH SE THEAOND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING A. ALL CEILING FIXTURES AND WIRING FOR LIGHT FIXTURES, EXIT SIGNS, OR OTHER ELECTRICAL DEVICES SHALL BE U.L. APPROVED, PA RT N E R 7'0*�, COMP C. ANY INFORMATION REQUIRED BY THE CONTRACTORS THAT IS NOT SHOWN ON THE DRAWINGS OR OTHER CONTRACT JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION SAFETY AND SANITARY LAWS, THERMALLY PROTECTED, AND SHALL BE INSTALLED IN CONDUIT OR OTHER WIRING METHOD APPROVED BY THE BUILDING DEPARTMENT. DOCUMENTS SHALL BE REQUESTED BY THE GENERAL CONTRACTOR FROM THE ARCHITECT PRIOR TO BID OR COMMENCING ANY CODES, STATUTES AND ORDINANCES. ANY DISCREPANCIES, VARIATIONS OR OMISSIONS IN THE CONTRACT DOCUMENTS WORK. SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. B. ALL LIGHT FIXTURES AND HVAC REGISTERS SHALL BE LOCATED ON CEILING GRID U.O.N. ALL CEILING FIXTURES INCLUDING ALL DOWNLIGHT5 * SPRINKLER HEADS SHALL BE CENTERED ON PANEL OR TILE, TYPICAL UNLESS OTHERWISE NOTED. G. DRAWING DIMENSIONS 10.LABOR C. ALL LIGHTS * CEILING MOUNTED DEVICES SHALL BE CENTERED WITHIN VISUAL 51ZE OF CEILING TILE, OR 1/2 OF TILE SIZE, U.O.N. A. ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF FINISHED SURFACE, U.O.N. STRUCTURAL GRID COLUMN DIMENSIONS ARE A. TIME IS OF THE ESSENCE AND THE GENERAL CONTRACTOR SHALL KEEP SUFFICIENT WORKMEN ON THE JOB SITE AT ALL TIMES D. LIGHT FIXTURES SHALL BE OF PoE * KELVIN TUNABLE TO TIE TO EXISTING SYSTEM. TAKEN TO THE CENTERLINE OF THE COLUMN, U.O.N. TO REFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS E. ALL NEW EXTERIOR LIGHTS SHALL BE DAMP LABEL TYPE, TYPICAL. B. DIMENSIONS ARE NOT TO BE SCALED. ALL MEASUREMENTS MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY PRACTICE, AND THE BEST INTERESTS OF THE OWNER. F. ALL LIGHT FIXTURES SHALL COMPLY WITH CURRENT CAL-GREEN * TITLE-24 REQUIREMENTS. ARCHITECT OF ANY DISCREPANCIES. B. IT IS EXPECTED THAT SUFFICIENT LABOR WILL BE PROVIDED SO THAT ACTIVITY FOR ANY GIVEN TRADE WILL NOT BE LIMITED TO G. ALL NEW GYP. BD. CEILINGS * SOFFITS SHALL BE SMOOTH FINISH, MATCH LEVEL OF EXISTING. EXISTING SOFFITS TO REMAIN SHALL ONLY ONE PART OF THE TOTAL WORK AREA. BE FINISHES TO SMOOTH LEVEL 4 AS WELL. 7. DRAWING PRECEDENCE C. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OR DETAIN THE TRADE FOLLOWING THEM. H. ALL SWITCHES, THERMOSTATS, AND OTHER WALL-MOUNTED CONTROL DEVICES SHALL BE MOUNTED AT 48" ABOVE UNFINISHED A. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE D. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUT RECOURSE TO LABOR STOPPAGES OR REVISIONS FLOOR TO TOP OF BOX U.O.N. SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO OF GOVERNING REGULATIONS, LAWS, AND CODES ABOUT WHICH THE CONTRACTOR COULD HAVE REASONABLY BEEN EXPECTED I. CONTRACTOR TO PROVIDE ANY MISSING ESCUTCHEONS AT SPRINKLER HEADS. COMMENCING WORK. TO HAVE ANY FOREWARNING AND TO HAVE MADE APPROPRIATE CONTINGENCY PLANS PRIOR TO SIGNING OF THE CONTRACT. J. EMERGENCY LIGHTING SHALL BE PROVIDED PER CDC SEC. I OOG. NO SURFACE MOUNTED EMERGENCY LIGHTING FIXTURES WILL BE E. THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH HE EXPECTS ACCEPTED. PROVIDE LOW-LEVEL EXIT SIGNS AND PATHWAY MARKING, WHERE REQUIRED BY CDC SECTION 1 01 I .G FOR"A" 8. DRAWING OWNERSHIP ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE OCCUPANCIES. A. DRAWINGS IN THI5 SET AND THE DESIGNS THEREON ARE THE PROPERTY OF STUDIO G ARCHITECTS, INC. AND SHALL NOT BE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR SUCH EXTRA COMPENSATION. K. EXIT SIGNS ARE NORMALLY ILLUMINATED AT ALL TIMES AND PROVIDED WITH AN EMERGENCY ELECTRICAL SYSTEM FROM STORAGE REPRODUCED IN ANY WAY WITHOUT SPECIFIC WRITTEN AUTHORIZATION FROM STUDIO G ARCHITECTS, INC. BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR SET TO INSURE CONTINUED ILLUMINATION FOR AT LEAST 90 MINUTES IN 20.EQUIPMENT USED CASE OF PRIMARY POWER LOSS. 9. SHOP DRAWING, PRODUCT DATA AND SAMPLE SUBMITTALS A. CUTTING, CHASING, DRILLING, OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACK HAMMERS OR OTHER L. EXIT SIGNS SHALL BE WALL MOUNTED WHERE ADJACENT TO WALL* PENDANT MOUNTED ALL OTHER LOCATIONS. PENDANT MOUNT A. THE GENERAL CONTRACTOR SHALL REVIEW FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, APPROVE AND SUBMIT TO HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED PER CITY REQUIREMENTS. TYPE SHALL BE STEM TYPE, LENGTH VARIES, AND PROVIDE PROPER SEISMIC BRACING AS REQ'D. LOCATIONS SHALL BE FIELD THE ARCHITECT SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS REQUIRED BY THE CONSTRUCTION B. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE AS QUIETLY AND AS FREE OF VIBRATIONS COORDINATED PRIOR TO INSTALL. DOCUMENTS IN ACCORDANCE WITH THE SUBMITTAL SCHEDULE APPROVED BY THE ARCHITECT OR, IN THE ABSENCE OF AN AS POSSIBLE. M. HORNS AND STROBES SHALL BE PROVIDED THROUGHOUT AREA OF WORK AS REQUIRED TO MEET TITLE 24 REQUIREMENTS. APPROVED SUBMITTAL SCHEDULE, WITH REASONABLE PROMPTNESS AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE LAYOUT MUST BE SUBMITTED TO 5GA FOR APPROVAL PRIOR TO INSTALLATION. WORK OR IN THE ACTIVITIES OF THE OWNER OR OF SEPARATE CONTRACTORS, THAT THE CONTRACTOR HAS REVIEWED AND 2 1 .PUNCH LIST N. LIGHT FIXTURES AND SWITCHING SHALL CONFORM TO TITLE 24 REQUIREMENTS. DOUBLE SWITCH EACH FIXTURE SEPARATELY, APPROVED THEM AND DETERMINED * VERIFIED MATERIALS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA RELATED A. UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT WHICH SHALL COMPILE A "PUNCH ADDITIONALLY, LIGHT FIXTURES IN AREA OF WORK WITHIN 1 5-0" OF EXTERIOR GLA55 SHALL BE DOUBLE SWITCHED SEPARATELY PER THERETO, OR WILL DO SO AND CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH THE LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT ON THE CODE REQUIREMENTS. PROVIDE A CONSISTENT LAMP COLOR TEMPERATURE THROUGHOUT THE SPACE. MATCH EXISTING BUILDING REQUIREMENTS OF THE WORK AND OF THE CONSTRUCTION DOCUMENTS. COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE CONTRACT. STANDARD LAMP U.O.N. B. THE GENERAL CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION, IN WRITING OR ON RESUBMITTED SHOP DRAWINGS, PRODUCT 0. NOTIFY ARCHITECT OF ANY CONFLICTS WITH THE SUSPENDED CEILING GRID SYSTEM, HVAC, OR SPRINKLER FIXTURES PRIOR TO DATA, SAMPLES OR SIMILAR SUBMITTALS, TO REVISIONS OTHER THAN THOSE REQUESTED BY THE ARCHITECT ON PREVIOUS 22.JOB OMISSION INSTALLATION. ALL FIXTURE RELOCATION 15 SUBJECT TO 5GA APPROVAL. SUBMITTALS. IN THE ABSENCE OF SUCH WRITTEN NOTICE, THE ARCHITECT'S APPROVAL OF A RESUBMISSION SHALL NOT APPLY A. IT 15 INTENDED THAT THE GENERAL CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THESE NOTES OR IN THE P. OPEN TO STRUCTURE CEILING SHALL BE CLEANED OF DEBRIS, CAP ALL UNUSED CONDUIT, WIRE, PIPE * DUCT AND PREP TO RECEIVE TO SUCH REVISIONS. OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE GENERAL CONTRACTOR OF SUCH RESPONSIBILITIES AS ARE NEW PAINT FINISH. C. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL WOODWORK, DOORS AND FRAMES AND ANY SUCH WORK IMPLIED BY THE SCOPE OF THEIR WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED. Q. PATCH AND REPAIR ALL AREAS THAT ARE AFFECTED DURING CONSTRUCTION. AS MAY BE SPECIFICALLY REQUESTED IN THE CONTRACT DOCUMENTS TO THE ARCHITECT FOR WRITTEN APPROVAL. SHOP R. PROVIDE CEILING ACCESS PANELS AS REQUIRED FOR CODE COMPLIANCY AND MAINTENANCE OF ALL SYSTEMS ABOVE CEILING. DRAWINGS SHALL SHOW ALL DIMENSIONS AND CONDITIONS. WHEN THE ARCHITECT REQUIRES A REVISION AND RE-SUBMITTAL 23.ELECTRICAL SCOPE WORK CONTRACTOR TO ATTEMPT TO PROVIDE MULTIPLE POINTS OF ACCESS THROUGH ONE PANEL WHEN LAYING OUT UTILITIES ABOVE OF THE SHOP DRAWINGS SUCH RE-SUBMITTALS SHALL OCCUR WITHIN ONE (1) WEEK OF NOTIFICATION OF SUCH REQUIREMENT. A. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES, LAMPS AND ACCESSORIES AS NOTED ON THE DRAWINGS. CEILING. PRIOR TO INSTALLATION, CONTRACTOR TO REVIEW IN FIELD WITH ARCHITECT AND OWNER THE LOCATIONS OF ALL PANELS. D. NO PORTION OF WORK REQUIRING A SHOP DRAWING OR SAMPLE REVIEW SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS SUBSTITUTIONS WILL NOT BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. CEILING ACCESS PANELS TO BE PAINTED TO MATCH CEILING FINISH. BEEN APPROVED BY THE ARCHITECT. B. ELECTRICAL WORK SHALL CON515T OF ALL LABOR, MATERIALS AND SERVICES REQUIRED FOR MODIFICATIONS TO THE EXISTING 5. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. T. REWORK EXISTING LIGHT FIXTURE SWITCH LOCATIONS, HVAC DIFFUSER LOCATIONS, FIRE SPRINKLER LAYOUT AND THERMOSTAT SYSTEMS, AND SHALL RESULT IN A COMPLETE WIRING SYSTEM INCLUDING OUTLETS, WALL SWITCHES, AND INSTALLATION OF ED ARC I O.WORK PREMISES LIGHTING FIXTURES, LAMPS, APPLIANCES, AND LIKE ACCESSORIES ALL AS INDICATED ON THE DRAWINGS OR REQUIRED FOR THE LOCATIONS AS REQUIRED FOR NEW LOBBY LAYOUT. �yS NN H� A. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE PREMISES ON WHICH COMPLETION OF THE WORK. U. SUBMITTALS AND SHOP DRAWINGS FOR ALL LIGHT FIXTURES ARE REQUIRED FOR APPROVAL PRIOR TO PURCHASE OF THE WORK IS PERFORMED AND FOR SAFETY OF ALL PERSONS AND PROPERTY ON THE SITE DURING PERFORMANCE OF HIS MATERIALS/FIXTURES. CONTRACT. THESE REQUIREMENTS SHALL NOT BE LIMITED TO NORMAL WORKING HOURS, BUT SHALL APPLY CONTINUOUSLY. 24.HEATING, VENTILATING AND AIR CONDITIONING SCOPE OF WORK V. THE GENERAL CONTRACTOR SHALL FIELD-VERIFY EXISTING ROOF INSULATION, AND PROVIDE AN ALLOWANCE TO REPLACE MISSING - 2 B. THE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATIONS OF WASTE MATERIALS OR A. HEATING, VENTILATING AND AIR CONDITIONING: WORK SHALL CON515T OF ALL LABOR, MATERIALS AND SERVICES REQUIRED OR DEFICIENT AREAS AS REQUIRED BY THE BUILDING DEPARTMENT. 01123 RUBBISH CAUSED BY HIS OPERATIONS OR OPERATIONS OF SEPARATE CONTRACTORS. GENERAL CONTRACTOR SHALL CONFINE FOR MODIFICATIONS TO THE EXISTING SYSTEMS, AND SHALL RESULT IN A COMPLETE OPERABLE FORCED AIR HEATING, W. THIS DRAWING 15 FOR LAYOUT PURPOSES ONLY. ENGINEERING OF SWITCHING AND CIRCUITRY SHALL BE PROVIDED BY THE RENEWAL HIS OPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY B QprE E AGREEABLE TO THE OWNER. THE PROJECT SHALL BE LEFT VENTILATING AND AIR CONDITIONING SYSTEM, IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES, REQUIREMENTS ELECTRICAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND REGULATIONS FOR BUILDING LIFE SAFETY, Or ATE NN,p CLEAN AND CLEAR TO THE SATISFACTION OF THE OWNER AND THE DISPOSITION TO ALL SALVAGED MATERIALS 15 TO BE OF THE SERVICING UTILITY AND FUNCTIONS SHOWN ON THE DRAWINGS. EMERGENCY, EGRESS AND NIGHT LIGHTS. SEE ELECTRICAL NOTES. CLEARED WITH THE OWNER PRIOR TO REMOVAL. PREMISES TO BE SWEPT CLEAN OF RELATED CONSTRUCTION DEBRIS DAILY. 25.PLUMBING SCOPE OF WORK kelly a.simcox,architect I I .CONSTRUCTION HOURS A. PLUMBING WORK SHALL CONSIST OF ALL LABOR, MATERIALS AND SERVICES REQUIRED FOR MODIFICATIONS TO THE EXISTING GENERAL FINISHES NOTES A. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE CITY AS TO THE HOURS OF AVAILABILITY, SYSTEMS, AND SHALL RESULT IN A COMPLETE SYSTEM INCLUDING DRAIN-WASTE AND VENT LINES, HOT AND COLD WATER LINE, AND ALSO TO THE MANNER OF HANDLING MATERIALS, EQUIPMENT, AND DEBRIS TO AVOID CONFLICT AND INTERFERENCE WITH AND GAS LINES IF INDICATED ON THE DRAWINGS, ALL EXCAVATION AND BACKFILL REQUIRED, AND THE INSTALLATION OF ALL STAMP NORMAL OPERATIONS. FIXTURES AND APPLIANCES. THE SYSTEM SHALL MEET THE REQUIREMENTS OF THE STATE BOARD OF HEALTH AND ALL LOCAL A. ADHESIVES, SEALANTS * CAULKS. ADHESIVES, SEALANTS * CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF CODES AND REGULATIONS. THE STANDARDS LISTED IN GGG 5.504.4. 1 12.FAILURE TO ADHERE TO CONSTRUCTION SCHEDULE B. ALL AREAS TO RECEIVE PATCH * REPAIR SHALL MATCH ADJACENT FINISHES, TYPICAL UNLESS OTHERWISE NOTED. ALL DESIGNS, DRAWINGS AND WRITTEN A. SHOULD THE GENERAL CONTRACTOR BY HI5 OWN FAULT FAIL TO ADHERE TO THE CONSTRUCTION SCHEDULE, HE SHALL, AT THE C. ALL EXISTING PAINTED SURFACES SHALL RECEIVE NEW PAINT, U.O.N. MATERIALS INDICATED HEREIN ARE THE WORK DISCRETION OF THE OWNER, PERFORM WORK ON PREMIUM TIME TO CONFORM WITH THE SCHEDULE. ANY EXPENSES D. ALL FINISH MATERIALS, PAINTS, AND CARPETS TO COMPLY WITH CURRENT CALGREEN. AND PROPERTY OF STUDIO G ARCHITECTS. ATTRIBUTED TO SUCH WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR. E. ALL FINISHES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THIS DOCUMENT MAY NOT BE DUPLICATED, F. ALL FINISHES AND FLOORING FINISHES SHALL COMPLY WITH CURRENT CALGREEN, VOC REQUIREMENTS PER TABLE 5.504.4. 1 . REUSED OR DISCLOSED BY ANY METHOD G. ALL FINISHES SHOWN IN ELEVATION - A55UME WRAP BACK TO NEXT PARTNER SURFACE. ALIGN JOINT/ GROUT/ CONTROL LINES WITHOUT THE WRITTEN CONSENT OF AROUND CORNER. REVIEW ALL TRANSITIONS WITH ARCHITECT. H. ALL FLOORING SHALL CONTINUE UNDER TOEKICK5 AND COUNTERTOP OVERHANGS OF ALL CASEWORK, TYPICAL THROUGHOUT. STUDIO:G ARCHITECTS. ALL RIGHTS ABBREVIATIONS SYMBOLS I. ALL PAINTED SURFACES SHALL RECEIVE (2) COATS OVER PRIMER, TYPICAL UNLESS NOTED OTHERWISE. RESERVED. J. ALL WALL AND CEILING INTERIOR FINISH MATERIALS SHALL MEET THE REQUIREMENT OF CHAPTER 8 OF THE CALIFORNIA FIRE CODE. DECORATIVE MATERIALS SHALL BE FIRE RETARDANT. REVISIONS A.B. ANCHOR BOLT DR. DOOR HR. HOUR OPP. OPPOSITE 5K. SINK or SKETCH K. ALL WALLS SHALL BE MIN LEVEL4 SMOOTH FINISH * PAINT P 1 , U.O.N. PROTECT ALL (E) FLOOR FINISHES TO REMAIN WITH MA50NITE A.C. ASPHALT CONCRETE D.S. DOWNSPOUT H.R.C. H05E REEL CABINET S.M. SHEET METAL DURING CONSTRUCTION. A/C AIR CONDITIONING DWG5. DRAWINGS H.S.B. HIGH STRENGTH BOLT P.B. PANIC BAR S.M.D. SEE MECHANICAL DRAWINGS A COLUMN OR GKIDLINE 88-88 -CEILING HEIGHT L. ALL WALLS WITH/FOR GRAPHICS, WRITABLE FINISH, AND WALL COVERINGS SHALL BE MINIMUM LEVEL 5 SMOOTH FINISH, FREE OF NO. DATE DESCRIPTION A.F.F. ABOVE FINISH FLOOR HT. HEIGHT P.D.F. POWDER DRIVEN FASTENER S.M.S. SHEET METAL SCREW WALL DEVICES, LION. 10/21/2020 PRICING SET A.T. ACOUSTIC TILE EA. EACH H.T.D. HANDICAP TOWEL DISPENSER P.H. PHILLIPS HEAD 5.N.D. SANITARY NAPIKIN DISPOSAL M. ALL WALLS WITH DECORATIVE MATERIALS * FINISHES SHALL BE FREE OF WALL DEVICES, UON. ADJ. ADJUSTABLE E.J. EXPANSION JOINT HTG. HEATING P or PL. PLATE S.N.V. SANITARY NAPKIN VENDOR B2 WINDOW TAG N. CONTRACTOR SHALL PROVIDE (3) 4'x4' WALL SAMPLE BRUSH-OUTS OF PAINT COLOR FOR ARCHITECT'S AND TENANT'S REVIEW PRIOR 11/24/2020 PLANNING SUBMITTAL A.ff.5. AUTOMATIC FIRE SPRINKLER ELECT. ELECTRICAL H.W. HOT WATER P/L PROPERTY LINE S.O.V. SHUT OFF VALVE I X SECTION REFERENCE NO. TO PURCHASE OF PAINT. A55UME (2) ROUNDS OF REVISIONS TO COLOR. 1/12/2021 PLANNING SUBMITTAL ALUM. ALUMINUM ELEV. ELEVATION H.W.D. HOT WATER DISPENSER PLA5. PLASTER 5.P.D. SEE PLUMBING DRAWINGS X TYP 1 O I DOOR TAG 0. CONTRACTOR TO SUBMIT ALL SAMPLES FOR ARCHITECTS REVIEW WITH OWNER. A55UME (2) REVISIONS TO PAINT COLOR AFTER ANGLE ENAM. ENAMEL P.LAM. PLASTIC LAMINATE SPECS. SPECIFICATIONS SECTION REFERENCE SHEET NO. REVIEW IN FIELD. ASSUME (1) POTENTIAL REVISION TO BE BACK PAINTED GLASS AND CU5TOMED METAL COLORS. ANOD. ANODIZED ENCL. ENCLOSURE 1.D. INSIDE DIAMETER PLYWD. PLYWOOD 5Q. SQUARE P. SAMPLES: PROVIDE 1 2" X 1 2" 5Q. OFFICE SAMPLES AND MIN 4'x4' BRUSH-OUT ON BUILDING FOR FINAL APPROVAL. NO PAINTING TO APPROX. APPROXIMATELY E.P.B. ELECTRIC PANEL BOARD INV. INVERT PNL. PANEL 5.5. SERVICE SINK or STAINLESS STEEL ELEVATION REFERENCE NO. (EXTERIOR) ❑B TYP WALL TAG PROCEED WITHOUT WRITTEN APPROVAL OF PAINT COLOR BY ARCHITECT. ARCH. ARCHITECTURAL EQ. EQUAL IN5UL. INSULATION POL. POLISHED S.S.D. SEE STRUCTURAL DRAWINGS X Opp Q. CARPET SYSTEMS: ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING * PRODUCT REQUIREMENTS OF ONE ASPH. ASPHALT EQUIP. EQUIPMENT INT. INTERIOR PORC. PORCELAIN 5.5T. STAINLESS STEEL OF THE STANDARDS LISTED IN SECTION 5.504.4.4. AX.X HAND I/A2. I A . ELEVATION VIEW NUMBER� @ AT E.W.C. ELECTRIC WATER COOLER POL. POLISHED STD. STANDARD ELEVATION REFERENCE SHEET NO. (EXTERIOR) SHEET (INTERIOR) R. COMPOSITE WOOD PRODUCTS: HARDWOOD, PLYWOOD, PARTICLEBOARD * MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD E.W.H. ELECTRIC WATER HEATER JAN. JANITOR PR. PAIR 5TL. STEEL PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS BD. BOARD EXH. EXHAUST J.B. JUNCTION BOX P.5.D. POWDER SOAP DISPENSER 5TN. STAIN SPECIFIED IN TABLE 5.504.4.5. BLDG. BUILDING EXIST. or (E) EXISTING JT. JOINT PT. POINT 5TOR. STORAGE DETAIL REFERENCE NO, KEYNOTE REFERENCE 5. FINISH MATERIAL POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4. 1 THROUGH 5.504.4.4 BLKG. BLOCKING EXT. EXTERIOR P.T.D. PAPER TOWEL DISPENSER 5TRUCT. STRUCTURAL AX.X DETAIL REFERENCE SHEET NO. T. PAINTS AND COATING: ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH TABLE 5.504.4.3 UNLESS MORE STRINGENT BM. BEAM KIT. KITCHEN PTN. PARTITION 5U5P. SUSPENDED OFFICE ROOM NAME LOCAL LIMITS APPLY. VERIFICATION OF COMPLIANCE WITH THI5 SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING B.O.J. BOTTOM OF JOISTS F.A. FIRE ALARM K.O. KNOCK-OUT P.V.C. POLY VINYL CHLORIDE Q� DOT. BOTTOM F.B. FLAT BAR K.P. KICK PLATE T � B TOP AND BOTTOM - -DATUM / POINT OF REFERENCE 1# 5 ROOM NUMBER AGENCY. SF U. CONTRACTOR TO PROVIDE I O% OVERAGE OF ALL FINISHES FOR'ATTIC STOCK' U.O.N. 5.U. BUILT-UP FBRGL. FIBERGLASS QT. QUARRY TILE T.B. TOWEL BAR _�ROOM AREA F.D. FLOOR DRAIN LAM. LAMINATE TEL. TELEPHONE A CAB. CABINET FDN. FOUNDATION LAV. LAVATORY R. RISERS T * G TONGUE AND GROOVE INTERIOR ELEVATION REFERENCE NO. REVISION CLOUD CAD. PL. CADMIUM PLATED F.E. FIRE EXTINGUISHER LKR. LOCKER R.A. RETURN AIR T.O. TOP OF X C.B. CATCH BASIN (SITE) F.E.C. FIRE EXTINGUISHER CABINET L.P. LOW POINT RAD. RADIUS T.O.S. TOP OF SLAB D AX X B DIRECTION OF ELEVATION VIEW (INTERIOR) I REVISION NUMBER- SEE C.B. CHALKBOARD F.H. FIRE HYDRANT OR FLAT HEAD L.S.D. LIQUID SOAP DISPENSER R.C.P. REINFORCED CONCRETE PIPE T.O.W. TOP OF WALL ELEVATION REFERENCE SHEET NO. REVISION INFO * DATE ON COVER C.D. CUP DISPENSER F.H.C. FIRE H05E CABINET LT. LIGHT KID. ROUND T.P.D. TOILET PAPER DISPENSER C SHEET AND/OR TITLE BLOCK DATE 7/28/2020 CEM. CEMENT FIN. FINISH R.D. ROOF DRAIN TRD. TREAD CER. CERAMIC FLK. FLOOR MAT. MATERIAL REC. RECESSED TYP. TYPICAL SCALE 1/4" - 1'-0" C.G. CORNER GUARD F.O. FINISHED OPENING or FACE OF MAX. MAXIMUM REF. REFERENCE CHANNEL F.O.C. FACE OF CONCRETE M.5. MACHINE BOLT REINF. REINFORCED U.L. UNDERWRITERS LABORATORY PROJECT ID 2020.138 C.1. CAST IRON F.O.F. FACE OF FINISH MECH. MECHANICAL REQ. REQUIRED UNF. UNFINISHED C.J. CONSTRUCTION JOINT F.O.M. FACE OF MASONRY MEMB. MEMBRANE RE51L. RESILIENT U.O.N. UNLESS OTHERWISE NOTED DRAWN BY CW C or C.L. CENTER LINE F.O.S. FACE OF STUD MFR. MANUFACTURER R.H. ROUND HEAD or ROBE HOOK UR. URINAL CLK. CLEAR F.S. FLOOR SINK M.H. MANHOLE KM. ROOM CLG. CEILING FTG. FOOTING MIN. MINIMUM RO. ROUGH V.C.P. VITREOUS CLAY PIPE GENERAL NOTES C.M.U. CONCRETE MASONRY UNIT F.R.P. FIBERGLASS REINFORCED PLASTIC MISC. MISCELLANEOUS R.O. ROUGH OPENING V.C.T. VINYL COMPOSITION TILE C.O. CLEANOUT M.O. MASONRY OPENING R/W RIGHT OF WAY VEPIT. VERTICAL COL. COLUMN GA. GAUGE M.S. MACHINE SCREW RWD. REDWOOD VEST. VESTIBULE COMP. COMPOSITION GALV. GALVANIZE(D) MTD. MOUNTED R.W.L. RAIN WATER LEADER V.G.D.F. VERTICAL GRAIN DOUGLAS FIR CONIC. CONCRETE G.1. GALVANIZED IRON MTL. METAL V.W.C. VINYL WALL COVERING CONN. CONNECTION GL. GLA55 MUL. MULLION S.C. SOLID CORE CONT. CONTINUOUS GRID. GROUND or GRADE 5.C.D. SEAT COVER DISPENSER or W/ WITH CONTR. CONTRACTOR G.S.F. GROSS SQUARE FEET N.I.C. NOT IN CONTRACT SEE CIVIL DRAWINGS W.C. WATER CLOSET C.O.T.G. CLEAN OUT TO GRADE G.V. GATE VALVE NO. NUMBER 5.D. STORM DRAIN or WD. WOOD SHEET TITLE Q CT5K. COUNTERSUNK G.V.C.B. GATE VALVE IN CONCRETE BOX N.S.F. NET SQUARE FEET SOAP DISPENSER W.H. WATER HEATER NT C.W. COLD WATER GYP. GYPSUM N.T.S. NOT TO SCALE SEC. SECTION WN5CT. WAINSCOT N 5.E.D. SEE ELECTRICAL DRAWINGS W.P. WATERPROOF or WORK POINT N DET. DETAIL HDR. HEADER O.C. ON CENTER S.F. SQUARE FOOT/FEET W.R. WASTE RECEPTACLE or D.F. DOUGLAS FIR HDWD. HARDWOOD O.D. OUTSIDE DIAMETER 5Q.FT. SQUARE FOOT/FEET WATER RESISTANT D.F. DRINKING FOUNTAIN HDWR. HARDWARE O.D. OVERFLOW DRAIN 5HT. SHEET W.S. WEATHER STRIPPING j DIA. DIAMETER H.M. HOLLOW METAL OFF. OFFICE 5HTHG. SHEATHING W.W.F. WELDED WIRE FABRIC N DIM, DIMENSION HOKIZ. HORIZONTAL 0.H. OVERHEAD 5HLV. SHELF/SHELVES W.W.M. WOVEN WIRE MESH j DN. DOWN H.P. HIGH POINT OPNG. OPENING SIM. SIMILAR SHEET NO. CFE-21ommunity Development De artment RUBICON Planning Division upertino CUPERTINO APPRO D FND. CMON N Case# ASA-2021 001, I ACCEPTED AS FND.ACCEPTED TEN200 A " N PER TRACT MAP I ACCEPTED AS Approval Body: Admin Hearin VICINITY MAP NO. 7734 STEVENS CREEK BOULEVARD PER TRACT MAP N*WN Approval Date 07/01 21 — — — — — — — — — E - - NO, 7734 CUPERTINO, CA Signature Erick Se ano — — — — — — — — — — 2647.34' — WE Case Mana r S 89.06'�0 E PIP APN:369-01-001 I �i w SCOFIELD DR. CALIE AVE. I OWNER: ZANKICH MARTIN V APN:369-01-065 ;�I;i� S (TRUSTEE) ANTONIOLI O� OWNER: CUPERTINO I 13 I w S a; WILLIAM (TRUSTEE) HOTEL OWNER LLC RODRrcuEs AVE _ �)01 - - - - - - - - - - - 30' 0 15' 30' 60' Client RUBICON POINT PARTNERS NZ 55 2ND STREET, MCCLELLAN RD. D ~ PACIFlCA OR. I, I PRIVATE ACCESS EASEMENT, ' SAN FRANCISCO SUITE 941050 6 101416 N J I Z I ASPHALT I EMERGENCY VEHICLE ACCESS ® a Q ASPHALT NOT TO SCALE 0 � � V EASEMENT 5S SS , �0,10 — — — � — c, be Q �,,,,,M — —Q SEWER EASEMENT SYMBOL LEGEND Z SECT i (D b ENTRY — — — —� -- e- VA LT JOJ.B' 208.32' 106.4' 1.6' , � — — — — _ ®A.C. PAD GROUND LIGHT FRCP HEADWALL LIST OF N Av ABBREVIATIONS „ /J O AIR VALVE GROUND ROD ROAD SIGN FND - FOUND CONCRETE N 89 O6 4O W / AUTO- SANITARY B/L I RONl DING LINE // %! ,' N n SPRINKLER ® GUARD POST 55 SEWER MH y + i f / yy ////�///%/��///j I J- I BENCHMARK C- GUY ANCHOR O STORM SETBACK Landscape Architect s ��� ///LLLJJJ SEWER RO BLOC - BUILDING p HANDICAPPED UNDERGROUND / �i �` py ® ®BORE HOLE PARKING ®TANK ACCESS BLVD. - BOULEVARD N I ^ >� �/ �� �\ I BRNC - BEARING A I ��' /� �\ N 0 BUSH ® IRON GR4TE CD TELE. MH C/L - CENTER LINE (� CO CONC - CONCRETE LJ / // // O CLEAN OUT LIGHT POLE TP TELE. PED. 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DIMENSION 12.0' I ® FLAG POLE ® PIPELINE ®URLITY NR - NO RECORD 530 Bush Street ®I i l O MARKER CABINET N-T - NAIL AND TAG % 5 STORY CONCRETE BUILDING 0 GAS METER ® POWER hfH UPLITY POLE P.O.B. - POINT OFSO BGING 6th Floor 38,490. 1 f SQUARE FEET FOOTPRINT I 0 GAS VALVE O POWER POLE 0 WATER METER PEO.C.N- POINT OF San Francisco, California C0 2 A j �� ' QC(n PROPANE COMMENCEMENT 94108 M I i ° 0 2 5' BUILDING HEIGHT 73 7 f S W I GATE TANK O WATER MH P.O.M. - POINT OF V 0 ° / J MEASUREMENT United States x I I 0 N �` �%/�// � 59 ,? 0 U ®GENERATOR 8 PULL BOX ® WATER VALVE P.O.T. 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WATER W/l/GS - MT74 WALLS UNDERGROUND SERVICE BC - BRASS CAP LU � ILU zt Z o p Q I z I A L TA/NSPS LAND TITLE SURVEY FOR ~ I z I 0 PARTNER ENGINEERING AND SCIENCE, INC. RC PARTNER PROJECT NUMBER 19-246546. 1 o r6 4 EL 3 PROPERTY ADDRESS: 10200 South De Anza Boulevard I I - - 5' VACATED EASEMENT FOR CUPERTINO, CA. 95014 ERGENCY VEHICLE ACCESS AL TA SURVEY BASED AND RELIED ON FIDELITY NATIONAL TI TLE COMPANY, Stamp LU01 / 2p8.329 TI TLE COMM/TMENT REF. NO. (NO COMM/TMENT A T TIME OF SURVEY) 89'06'40" E fj' I P� L 4 ORDER NO. 991-30025652-A-lMP �P O S C A PFq } II o 00 00 o' ��r/« , , a ��` BEARING AN EFFECTIVE DATE OF May 14, 2019, AMENDED: May 20, 2019. N NN NN N � N N N N I E ."� � ENE Blyq tij�, 10.0' 10.0' Jo.o' 12.0' 10.0' CERTIFICATION �`� `� <<' l = 56.4' 36.4' 3.4' UNDERGROUND PARKING C' Y 2.5' 2.5' 2.5' CONCRETE SIDEWALK PEDESTRIAN INGRESS & - — — _ _ To: CUPER77NO CITY CENTER, LLC, SEAGATE TECHNOLOGY LLC, a Delaware limited No. 3682 Q -- — — — — — — — — _ _ _ _ _ _ EGRESS — liability company, EAST WEST BANK, its successors and/or assigns, FIDELITY NATIONAL w GRASS/LANDSCAPING — — — — — — — — — TITLE COMPANY, PARTNER ENGINEERING AND SCIENCE, INC. Signature J 09/30/2022 - - I -- 6 10 14 l0' PUBLIC UT/CITY EASEMENT Renewal Date o i - - - - - - _-- - - - -- - -- - _ - �-1 i — 1 — - - - - _ 11/10/2020 ' 4 10' PUBLIC UTILITY EASEMENT J� Date J - — � 5' VACATED This is to certify that this map or plat and the survey on which it is based were 9l J N I d o — — — — — 6 V A ED EASEMENT FOR mode in accordance with the 2016 Minimum Standard Detail Requirements for F OF C NOF 00- 2 2 y GROSS/LANDSCAPING G� C I I 0� . ` CONCRETE EMERGENCY VEHICLE ACCESS ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and w M ` \ ` „ ` y' ` . ` , ` , G `, includes Items 2, 3, 4, 6o, 6b, 7a, 7bl, 7c, 8, 9, 13, 14, 16, 17, 19 & 20 of Table A z M • I (� GRASS/LANDSCAPING+ SIDEWALK thereof. w Q ` ` ` Revisions (D z ti . I � <, .` . ` . . . � . � . . . � . . . • � V . PV: 69-41-005 The fieldwork was completed on 511112019. EASEMENT FOR PARKING" OWNER: TORRE PLAZA Date of Plat or Map: 611112019 Npa- LAN y ` , , -STRUCTURE AND LANDSCAPING) i T SOCIATES LLC KEWN BRONSON ��v� yti�B'BRO�d, ��L 2 . - . w P.L.S. NO. 8523 i me • Y 4 4 N M1' i i t L L 4 4 L 4 L 4 i L - rJ Z . .�. — — — — JI IN THE STA TE OF CALIFORNIA 0 3 .. .. ° � .. � .. � AIR — — — — " VENT ASPHALT ASPHALT � LIC. N0. 8523 � �W 4 ♦ 4 L i w ♦ 4 b x b 4 i . �• xp.12/ 1/2 5 �' o"t z ` . v 'I` W /-; +1 L 6, EASEMENT v FOf? LARKING ` • ' UNDERGROUND PARKING ` ` ` ` ''ca-Ia7 4Nr - -` — — VEHICULAR EGRESS ONLY �TF �\ NZU ��o 5 cis PARCEL 5 �- 0 21 PARKING SUPPORT EASEMENT APN:369-41-004 RPLS LLC o W W o��W Date �WU &�� O Phone:n855-283-prise D2333/Fax:4 0 5-4 77-8,Edmond,OK 06 3 6 c�ti J�`J o e N OWNER: JPMORCAN Email:info@Lendersurveys.mm Qjk� 1 /12/2020 I CHASE BANK (13 Phase 1761 EAST GARRY AVENUE PLANNING SUBMITTAL O I PEDESTRIAN & VEHICULAR � I ACCESS TO RODRIGUES SANTA ANA, CA 92705 Job Number 0_ I AVENUE RTNER T 714-477-8657 RPPT001 TMcDougall@partneresi.com END. RR SPIKE .n ineerin and Science, Inc ACCEPTED AS http.-Ilwww.partneresi.com Scale North _ RODRIG UES A VENUE 876.63" END. LBCAP L (n PER TRACT MAP IN WELL 0 15, 30' 0 NO. 7734 - - - - - - - - - - S 89003'12* E - - PER 432M03 DWN BY. CB JOB NO: 27918A REV- 611112019 PAGE 3 OF 3 0 1" = 30' 0 Q Drawing Title a CU 2 N PROPERTY LINES c cc 0 0 0 N C N H Drawing Number 0 0 NOT FOR CONSTRUCTION CL rr LOmOl ©2019 SWA Community Development Department11-21 RUBICON Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2021-001, TEN200 Approval Body: Admin Hearing Approval Date 07/01/21 PLANTING NOTES GENERAL NOTES UPERTINA Signature Erick Serrano Case Manager 1 . PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES OF TREE INSTALLED ON GRID 1 . THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING TO DETERMINE OR SPACED EQUALLY IN ROWS AS SHOWN ON DRAWINGS. ALIGN TREES ACROSS THE EXACT EXTENT OF THE WORK LIMIT, EXISTING CONDITIONS AND ALL SITE WALKS. ADJUST SPACING AS NECESSARY, SUBJECT TO REVIEW BY THE LANDSCAPE DEMOLITION ITEMS. ARCHITECT. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, Client 2. PROVIDE MATCHING SIZES AND FORMS FOR ALL SHRUB PLANTINGS. SPACE EQUALLY IN STANDARD DETAILS AND SUBSEQUENT ADDENDA AS ADOPTED BY THE CITY COUNCIL, ROW OR TRIANGULAR AS SHOWN. WHERE APPLICABLE AND ALSO THE SPECIAL PROVISIONS FOR THIS PROJECT. RUBICON POINT PARTNERS 55 2ND STREET, SUITE 1900 3. INSTALL ALL TREES A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB, EDGE OF 3. THE CONTRACTOR SHALL PERFORM ALL CLEARING, DEMOLITION, REMOVAL OF SAN FRANCISCO, CA 94105 o WALL OR PAVING. OBSTRUCTIONS AND SITE PREPARATIONS NECESSARY FOR THE PROPER EXECUTION OF N ALL WORK SHOWN ON THESE PLANS AND AS DESCRIBED IN THE SPECIFICATIONS. 4. FORM 30 INCH WATERING BASIN AROUND ALL TREES NOT INSTALLED IN LAWN OR _ PAVED AREAS. FILL BASIN WITH 3 INCH LAYER OF WOOD CHIPS. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 2 DAYS PRIOR TO in BEGINNING ANY WORK. "' 5. INSTALL LAWN UNDER ALL TREES THROUGHOUT ENTIRE LAWN PLANTING AREA TO LIMIT Landscape Architect = 5. THE CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR CONSTRUCTION ACCESS AND 2! OF SPRAY IRRIGATION UNLESS NOTED OTHERWISE. (TREES OUTSIDE OF SPRAY o IRRIGATION LIMIT ARE TO BE DRIP IRRIGATED). STORAGE OF CONTRACTOR'S EQUIPMENT, AND MATERIALS AREAS. _ co 6. EACH LOCATION OF ALL TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR 6. THE CONTRACTOR SHALL CONTACT ENVIRONMENTAL SURVEYOR AT LEAST 3 DAYS 0 TO FINAL INSTALLATION. PRIOR TO START OF CONSTRUCTION TO CONDUCT REQUIRED ENVIRONMENTAL/WILD LIFE 0 SURVEY ON SITE. "-' 7. EXACT PLACEMENT OF HEADERS WILL BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR 530 Bush Street TO FINAL INSTALLATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR REPAIRING AND 6th Floor U REPLACING AT THE CONTRACTORS OWN EXPENSE, ANY STRUCTURES, FENCES, San Francisco, California 94108 a 8. PROVIDE AN ALLOWANCE OF 5 PERCENT OF THE TOTAL LINEAL FOOTAGE OF HEADER EQUIPMENT, MATERIALS, VEGETATION, AND OR PROPERTY DAMAGED OR DESTROYED BY United States rr TO BE FURNISHED AND INSTALLED DURING PROGRESS OF WORK AS MAY BE DIRECTED THE CONTRACTORS OPERATION. LIKEWISE, THE CONTRACTOR SHALL RESPONSIBLE FOR www.swagroup.com cwn BY THE LANDSCAPE ARCHITECT, IN ADDITION TO ALL HEADERS INDICATED ON REPAIRING OR REPLACING ANY DAMAGES OCCURRING BY THEIR OPERATION, ON +1.415.836.8770 o DRAWINGS. ADJACENT PROPERTIES AND ANYWHERE OUTSIDE THE CONTRACT LIMIT LINES. THE DAMAGED ITEMS WILL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE Consultant 0 9. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND SATISFACTION OF THE ENGINEER. ~ CLASSIFICATION. 8. ANY DAMAGE TO STRUCTURES, EQUIPMENT, MATERIALS, VEGETATION, AND OR PROPERTY SHALL BE REPLACED AND OR REPAIRED AS SPECIFIED IN SPECIFICATIONS. 9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS Uj LAYOUT NOTES PRIOR TO ANY EXCAVATION ON THE PROJECT (U.S.A. AT 800-227-2600 OR "811 "). THE CITY ENCOURAGES THE USE OF z 1 . VERIFY LOCATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING CHALK PAINT WHENEVER POSSIBLE. ALL UNDERGROUND UTILITY LOCATIONS MUST BE O LANDSCAPE SCOPE OF WORK WITH ARCHITECTURAL AND CIVIL DRAWINGS. MARKED PRIOR TO COMMENCEMENT OF ANY WORK. U rrrr 2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND 10. THE CONTRACTOR SHALL FOLLOW SPECIFICATIONS FOR SECURITY BACKGROUND CHECK, Stamp z PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE APPROPRIATE SPECIAL TRAINING AND INSURANCE REQUIREMENTS SET FORTH BY THE CITY. o ENGINEERING DRAWINGS. �o�PNpSCAPE4 11 . THE CONTRACTOR SHALL REMOVE ALL USA MARKINGS, AS SOON AS THEY ARE NO �5 ��1E 818q 3. TAKE ALL DIMENSIONS FROM FACE OF CURB, WALL OR BUILDING OR TO CENTERLINE LONGER NEEDED, BY USING A HIGH-PRESSURE WATER METHOD ONLY. THE CITY N z OF COLUMNS OR TREES UNLESS OTHERWISE NOTED. ALL DIMENSIONS CALLED OUT AS ENCOURAGES THE USE OF CHALK PAINT WHENEVER POSSIBLE. No..382 Uj "EQUAL" ARE EQUIDISTANT MEASUREMENTS TO DESIGNATED CENTERLINE(S). Signature 09/30/2022 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL EXISTING Renewal Date 0 4. TAKE ALL DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE, WORK LINE, FACE OF UTILITIES AND IRRIGATION IN THE FIELD PRIOR TO CONSTRUCTION. LOCATIONS SHOWN .��q 11Date� ��Q• BUILDING, FACE OF WALL, OR CENTERLINE. ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE rF of C NO�� rr CONTRACTOR SHALL BECOME FAMILIAR WITH ALL UNDERGROUND CONDITIONS PRIOR TO w 5. ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES COMMENCEMENT OF WORK. Revisions �? TO REMAIN" SHALL BE HAND LABOR. 1 6. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE 2 0 PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF 3 ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 4 5 7. REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR 0 FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. Date 0 1 /12/2020 8. DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. Phase o PLANNING SUBMITTAL � 9. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES Job Number IL AND TYPICAL DETAILS. RPPT001 10. WHERE NOT SHOWN ON LANDSCAPE DRAWINGS, SEE CIVIL DRAWINGS FOR ROADWAY Scale North CENTERLINES, BUILDING SETBACKS AND BENCH MARKS. 0 0 11 . ALL CONCRETE SLABS AND FOOTINGS SHALL BE DOWELED INTO ABUTTING WALLS, FOUNDATIONS AND FOOTINGS USING BARS OF THE SAME SIZE AND SPACING UNLESS Q NOTED OTHERWISE. SEE JOINTING DETAILS. Drawing Title V) GENERAL CONSTRUCTION NOTES 0 0 0 N Drawing Number 0 o NOT FOR CONSTRUCTION LOmO2 tr r 2019 SWA Community Development DepartmentFER RUBICON Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2021-001, TEF4200 Approval Body: Admin Hearing Approval Date 07/01/21 UPERTINA Signature Erick Serr no Case Manager BASEMENT LINE DEMOLITION LEGEND RUBICON POINT XXX PA kT�NC 5 TREE TO BE REMOVED (TAG NUMBER REFERENCES Client ARBORIST REPORT) RUBICON POINT PARTNERS EXISTING WALL TO REMAIN EXISTING TRENCH DRAIN TO REMAIN 55 2ND STREET, SUITE 1900 EXISTING WALL WALLS AND CURBS TO BE TO REMAIN REMOVED SAN FRANCISCO, CA 94105 PROPERTY LINE 21� 2 $ 2 + HARDSCAPE REMOVED C1 I . \ 0 213 J \ \ N + \ C'M 212 2 — —= _ —— \ PLANTING REMOVED Landscape Architect 0s, I 202 \ \ EX TING PAVIN TO EMAIN - w z 203 TREE REMOVAL TABLE = — _ — o S G TRENCH DRAIN TO REMAIN :: c'o \\ \ EXISTING REASON REPLACEMENT 530 Bush Street I EXISTING WALL TO REMAIN i \ \ \ \ TREE # - FOR TREE # (L2.01) 6th Floor o San Francisco, California 0 \ \ \ TRUNK SIZE REMOVAL 94108 N - \ \ United States w \ I \\ 202 - TOO CLOSE TO T_7 www,swagroup.coin N \ \ \ \ \ 11 PROPOSED +1.415.836.8770 o N :•::•::`'''' WORK Cc Lu \ \ \ \ TOO CLOSE TO Q \ \ \ 204 -' Consultant � \ \ \ PROPOSED T-F) _ WORK 7-7 TOO CLOSE TO 205 - PROPOSED T-14 > i O EXISTING WALL TO REMAIN _ \ \ LU 11 WORK EXISTING CURB TO REMAIN \ \ EXISTING WALL TO REMAIN \ _ 207 _ TOO CLOSE TO U \ ' $„ PROPOSED T-12 J I \ \ \ WORK LL © \ \ TOO CLOSE TO `� a 208 - PROPOSED T-13 $11 WORK 3 EXISTING TRENCH DRAIN TO REMAIN \' - 210 - TOO CLOSE TO - PROPOSED$11 T-3 Q ■ 228 WORK Stamp z211 \ - TOO CLOSE TO T-16 O11 PROPOSED 7 WORK \PN�S C A PFq'�C' EXISTING 216 - TOO CLOSE TO ��� tii>Fel 0 \ F CURB 3„ PROPOSED T-4 No. 3682 WORK Uj o \ \ \ TO REMAIN Signature Mo \ \ 218 _ TOO CLOSE TO T_5 Renewal Date PROPOSED O \ \ /10/20 Lo- 211 WORK •J'� 11Date J \ 2 DISEASED 9�F OF C N1 Cc . - 201 (SEE ARBORIST T-20 w \ 12" REPORT) z \ LU\ Z DISEASED Revisions 203 - \ . Z (SEE ARBORIST T-19 $" REPORT) �, 232 W 1 03/05/21 PLANNING RESUBMITTAL 2 04/14/21 PLANNING RESUBMITTAL 2 - 206 - DISEASED LU jI EXISTI G WING I \\ CIO9„ (SEE ARBOR T-17 4 \\TO REM 233\ - DISEASED 5 \ \ 220 - \ \ \ 4�� (SEE ARBORIST T_1 O REPORT) \ _ � - \\ \ 217 - DISEASED a) - \\ \ 311 (SEE ARBORIST T_2 Phase O - \ \\ \ \ REPORT) PLANNING SUBMITTAL o \ \ \ 212 _ DISEASED 0- PROPERTY LINE _ $„ (SEE ARBORIST T-18 Job Number � ' ' � ' ' � ' � ' ' � ' � ' ' � ' REPORT) RPPT001 \ \ \ Scale North \ \ BASEMENT LINE 0 8' 16, U \ \ \ • • • • Drawing Title co L- • • • • DEMOLITION PLAN o • • • • N S. NZA BL Drawing Number 0 o NOT FOR CONSTRUCTION LOmO3 2019 SWA Community Development DepartmentFER RUBICON Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-001, TEF4200 Approval Body: Admin Hearing Approval Date 07/01/21 UPERTINA Signature Erick Serrano Case Manager BASEMENT LINE ' R U B I C O N POINT HARDSCAPE LEGEND �PAPMTNC�RS �� L.O.W. CONCRETE OVERLAY 3 FINISHES (LIGHT GREY, MEDIUM Client GREY, DARK GREY) RUBICON POINT PARTNERS GARAGE RAMP + EXISTING SIZE: 2'X 2' 55 2ND STREET, SUITE 1900 WALL TO REMAIN PRODUCT: ROCK SOLID SAN FRANCISCO, CA 94105 N L.O.W. N rn PROPERTY LINE • II CONCRETE BAND + F5 \ F6 VENT FINISH 4 (DARK GREY) • PA I SIZE: 2'X 2' 777'1) w — - L.O.W. PRODUCT: ROCK SOLID • \ � \ Landscape Architect v BACKFLOW z PREVENTERS + � o _ \ \ \ EXISTING CAST-IN-PLACE o • • c0 \ F7 \\ CONCRETE M i F7 TO REMAIN F4 p 0 F1 F2 \ • • N EXISTING - • • TIMBER WOOD DECKING 530 Bush Street N WALL TO F6 CUSTOM BUILT 6th Floor N REMAIN \ Q San Francisco, California PA • • 94108 cc w F3 PA - Q United States • ILPA I CD +1.415a836.8770mo • O - ® \ PA PA PEBBLE > _ • • SIZE:"' DECOMPOSED Consultant a �U \ \� \� ® - F3 GRANITE • MFR: LYNGSO w �- I � FURNITURE I u_ NANAWALL SEE SHEET AN • � Q • ® MOVEABLE TABLE AND • •I �0� CHAIRS � ICI \ z e 1 • •I o J MOVEABLE DESK • • •1 LU \ w I Stamp Q 0 \ r1Iinn PICNIC TABLE AND �pSCAP \ � ® AND BENCHES FA'�c �� No. 3682 Q / PA I PLANTER POT Signature J \ V A 09/30/2022 / I Renewal Date 0 11/10/2020 ' I I Date �Q F OF C NO (2D HARDSCAPE AREA(sgft) Q EXISTING \ Revisions J STEPS AND WALLS EXISTING CURB — c AND SIDEWALK TO REMAIN J a� TO REMAIN + I EXISTING 18,492 1 03/05/21 PLANNING RESUBMITTAL Fa • Le 2 04/14/21 PLANNING RESUBMITTAL 2I �-, LU PROPOSED 20,813 3 cc 4 E • F3 • • I \ 5 • o • . • I o � • a F3 EXISTING LOW PA ~ SCULPTURE • • � Phase O PA TO REMAIN I PLANNING SUBMITTAL • • Job Number C PA PROPERTY LINE I1 11111111 IN 1111 IN IN 11 1RPPT001 PA VENT VENT VENT Scale North \ \\ PA • • • PA • • • • 0 8' 16' Q (�O PA �611 _ 11.011 +r i i---\ < L.O.W. Q O� EXISTING BMW - Drawing Title • SIDEWALK • • • • a EXISTI G TO REMAIN • • 2 SIGNAGE TRANSFORMER TO REMAIN STREW PLANTING • • LAYOUT & MATERIAL PLAN ,3 • • • TO REMAIN c • BOUNDARY KEY 0 • • • LIMIT OF WORK (L.O.W.) S. DE ANZA BLVD. H Drawing Number o PROPERTY LINE NOT FOR CONSTRUCTION BASEMENT LINE Ll mOl d ©2019 SWA Community Development DepartmentFE-21 RUBICON Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-001, 1 TEN200 Approval Body: Admin Hearing Approval Date 07/01/21 Signature Erick SerranoO IC FEATURES CUPERTINO, CA Case Manager POINTRUBICON i 'oW „I I/ PAR I NLRB A � _ '—� ���� Client Law `iLIlk.,� I RUBICON POINT PARTNERS t 55 2ND STREET, SUITE 1900 SAN FRANCISCO, CA 94105 J r.j d ivla N�51 + a j.� � � �- —'t` - I .,li , _ , `,•.,. s .. I vn I I,h� p .,. y v.. L�.U�51 c!�' � ,, , ,.,♦171 o A1101 1 $ Landscape Architect it 1`'`5 'f r p `A i U �'— t z = W o F1 CUSTOM ROUND SEATING AREA F2 CUSTOM CIRCULAR PLANTER SEAT F3 PLANTER BOX F4 CUSTOM ZIGGURAT SEATING AREA CUSTOM SHADE PANEL MFR: LANDSCAPE FORMS MFR: LANDSCAPE FORMS MFR: STREETLIFE MFR: LANDSCAPE FORMS MATERIALS: POWDERCOATED ALUMINUM M MATERIALS: TIMBER SEAT POWDERCOATED STEEL EDGING MATERIALS: TIMBER SEAT, POWDERCOATED STEEL EDGING MODEL: THE SHRUBTUBS MATERIALS: TIMBER SEAT, ADJUSTABLE ALUMINUM LOUVRES 530 Bush Street X DIMENSIONS: 12' I x 12' w x 3' h PERFORATED, POWDERCOATED STEEL EDGING DIMENSIONS: 16' I x 16' w x 11' h 6th Floor O DIMENSIONS: 17'(diameter) x 3'(h) DIMENSIONS: 21'(diameter) x 3'(h) ( ) ( ) ( ) ( ) ( ) ( ) San Francisco, California 0 DIMENSIONS: 16'(1) x 16'(w) x 12'(h) 94108 c� United States w www.swagroup.com CII +1.415.836.8770 0 1 } 1t i st t Mo ' .,,.; " �..- qif ,�yy:,,:,.,sh;. :,_ 5 1}K �� N t 4 $t■tt j � , i ,i �.':s - � �. ��= - - -�'=•< ..;ems �. „.. r't ' , yy,c s !it t 1 ice. -I,. .. ; •:I..' 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L.:i�x ti, _ — � �F�li �I 1 t r . 4 W u , t1%W§ilW A . �«'� ��err► -- `� It� � • •f �� 1 0 1 Y.�;� S. - F r f Stamp , r LU yA't P F � r_ w � _� e^;,14,!' :I 'i R-ir'.v'r;r r .E.,.:;^�'�f�_�, .:,, ,�I�er, �'+.;. •! llTr� p 4/� w OUTDOOR ROOM CUSTOM CURVED LAWN WITH SEATING F5 CUSTOM BAR TABLE F6 CUSTOM LOUNGE SEATING F7 F7 No. 3682 cn FURNITURE MODULES BY LANDSCAPE FORMS FURNITURE MODULES BY LANDSCAPE FORMS MFR: LANDSCAPE FORMS MFR: LANDSCAPE FORMS N Signature MATERIALS: TIMBER TOP, POWDERCOATED STEEL EDGING MATERIALS: TIMBER TOP, POWDERCOATED STEEL EDGING MODEL: UPFIT MATERIALS: PRECAST CONCRETE FORM WALLS, SOD LAWN, TREES 09/30/2022 o Renewal Date J BENCH: HARPO BY LANDSCAPE FORMS BENCH: HARPO BY LANDSCAPE FORMS\ MATERIALS: POWDERCOATED ALUMINUM, DIMENSIONS: 60' (diameter) x 2'4(h) •�, 11/10/2020 LU Date DIMENSIONS: 21'(I) x 10'(w) x 32"(h) DIMENSIONS: 19'(I) x 14'(w) x 32"(h) ADJUSTABLE ALUMINUM LOUVRES �qrF CD OF C Q ELECTRICAL OUTLETS z DIMENSIONS: 16' (1) x 16' (w) x 10' (h) 0 Revisions NOTE: 1 03/05/21 PLANNING RESUBMITTAL o OUTDOOR ROOM IS AN OPEN AIR STRUCTURE (NOT 2 04/14/21 PLANNING RESUBMITTAL ENCLOSED) 3 a) SITE FURNITURE 5 U O O Phase ., I PLANN NG SUBMITTAL � �r r� � Job Number - _ _ A . ,�- _ y RPPT001 fn � � � - ,c•,. �,� " a e r 4 ,tea.• , - 3 'a Scale North U ' r- 4 P Drawing Title �~p SITE MATERIALS c� MOVEABLE DESKS o MOVEABLE TABLES AND CHAIRS PICNIC TABLES AND BENCHES PLANTER POTS MFR: LANDSCAPE FORMS MFR:MMCITE MFR: LANDSCAPEFORMS MFR: STREETLIFE MODEL: MANTA MODEL: PARC CENTER MODEL: HARPO TABLE MODEL: "SYNTHETIC CONES" o DIMENSIONS; 3'(1) x 3'(w) x 3'(h) 118"(1) x 32.5"(w) x 32.5" (h) DIMENSION: 4' (diameter) x 3'(h) Drawing Number NOT FOR CONSTRUCTION Ll m02 2019 SWA Community Development DepartmentFER RUBICON Planning Division-Cupertino CUPERTINO APPROVED Case# ASA-2021-001, ( I TEF4200 Approval Body: Admin Hearing Approval Date 07/01/21 UPERTINA Signature Erick Serrano Case Manager TREE LEGEND RuBiCON POINT 1/ 0. 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DIAMETER(IN.) 4 , TALL FESCUE MARATHON 5 FESTUCA ELIATOR SOD N/A N/A 2800 SF HIGH cn MISSION VERY CHINESE OLEA EUROPEA _ ULMUS o _ "MISSION" OLIVE 36 BOX 14 LOW 221 224 PARVIFOLIA ELM CE 4 N -"-" FESTUCA MAIREI ATLAS FESCUE 5 GAL 24 O.C. 5400 SF LOW it%�I'\�I'\�I'\�I'\�I'\ N I�- I�- I�- I�- I�- I�- I Phase O PLANNING SUBMITTAL o .. -�; � �� �,�fA 201,203, PYRUS EVERGREEN SPECIFIED Job Number � ,� � ;6 =t� CALAMAGROSTIS ACUTIFLORA FEATHER REED GRASS 5 GAL 24 O.C. 4600 SF LOW EP 24 234-255 CALLERYANA PEARON L2.02 a GINGKO COAST LIVE 48" BOX 9 MEDIUM RPPT001 CA BILOBA OAK Scale North �,..��,.. 24" O.C. 2600 SF MEDIUM �IIT/�II�/�IIT/III /�IIT/III /�IIT/III W00DWARDIA FIMBRIATA GIANT CHAIN FERN 5 GAL NATIVE <v,,,<�,,< PRUNUS P U R P LELEAF P P 5 225-226 0 231 -233 x CISTENA PLUM ARCTOSTAPHYLOS :U ; ;;,; ; ;;,; ; ;;,; ; LAVENDULA AGUSTIFOLIA ENGLISH LAVENDER 24 O.C. 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MEDIUM o _ KOHUHU IN oC 'SILVER SHEEN' NOT FOR CONSTRUCTION CL IL r L2mO2 °2019 SWA Community Development DepartmentFE-21 RUBICON Planning Division—Cupertino CUPERTINO APPROVED Case# ASA-2021-001, TEF4200 Approval Body: Admin Hearing Approval Date 07/01/21 UPERTINA Signature Erick Serrano Case Manager GREENSCAPE AREA(sgft) Client EXISTING 49,083 RUBICON POINT PARTNERS 55 2ND STREET, SUITE 1900 PROPOSED 40,748 SAN FRANCISCO, CA 94105 \ • HARDSCAPE 18,492 o - • • PERCENTAGE 68.8% \A Landscape Architect Ln \ _ \ w U �\ z 0 o M 530 Bush Street X 6th Floor :.. o \ San Francisco, California O 94108 c� + United States w \ \ \ www.swagroup.com N ® \ \ +1.415.836.8770 o oC w ........... Consultant .::::.::::... w N O • w a + • . .. ... U w J LL ... ... ... ... ... ... ... ... ... ... LL Q • ......: "...... LLI . 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