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Stamped Plan Set Community Development Department P I a- n-n:�n- iuGs Dio- - C u pe-rt-i-n CnoL OP E Case # ATION MAP SHEET INDEX GENERAL NOTES DESCRIPTION OF WORK PROJECT CONTACTS Case Application Number(s) 1. DIMENSIONS ARE BASED ON THE FOLLOWING CRITERIA: TTHIS IS A BARRIER REMOVAL ONLY PROJECT CONSISTING OF THE FOLLOWING ACCESSIBILITY UPGRADES(PER 11 B-202.4 CLIENT: NATHAN GUIDO;OWNER Approval Body: Director/ Staff �' ' ` ARCHITECTURAL A.GRID DIMENSIONS ARE TO CENTERLINE OF STRUCTURAL GRID LINES,UNLESS OTHERWISE NOTED. EXCEPTIONS 3 6): EMAIL: OFFICE@PESTAPROPS.COM B. ITEMS THAT ARE LOCATED ON A GRID LINE OR OTHERWISE LOCATED BY MODULE,SCHEDULE OR DETAIL ARE NOT PH: 408.954.1000 A rova I Dale 4 r " x - A0.1 PROJECT INFORMATION, SCOPE OF WORK, PATH OF TRAVEL PP = OTHERWISE DIMENSIONED. PROVIDE(1)VAN ACCESSIBLE PARKING SPACE BY RECONFIGURING THE EXISTING ACCESSIBLE PARKING,AND ADDRESS: 84 W SANTA CLARA ST.,STE.580,SAN JOSE,CA 95113 Signature � � .. Oe, A0.3.1 ACCESSIBLITY DETAILS C.DIMENSIONS ARE TO FACE OF STUD,FACE OF CONCRETE,OR FACE OF CONCRETE MASONRY UNIT,UNLESS OTHERWISE CONNECT IT TO THE EXISTING ENTRY WALK WITH AN ACCESSIBLE SLOPED WALK BY REMOVING A SECTION OF � � ! A0.3.2 ACCESSIBLITY DETAILS NOTED. PLANTER AND TWO SMALL TREES. ARCHITECT: ROBERT COOLEY;COOLEY ARCHITECTURAL CORPORATION ' ijk i -. r y c A1.1 ENLARGED SITE PLAN PARKING D.DO NOT SCALE DRAWINGS.IF DIMENSIONS ARE NOT SHOWN AND CANNOT BE DETERMINED BY LAYOUT CRITERIA,OR IF PROVIDE SIGNAGE FOR THE EXISTING ACCESSIBLE ROUTE TO THE ENTRY WALK FROM THE FRONT OF THE BUILDING E-MAIL: RCOOLEY@COOLEYARCH.COM h ' r A1.2 ENLARGED SITE PLAN @ STAIR AND WALK DISCREPANCIES ARE NOTED,THEN NOTIFY THE ARCHITECT FOR A RESOLUTION. WHERE THE PUBLIC SIDEWALK IS CONNECTED TO STAIRS. PH: 408.515.7607_ ��' a rn E.WHERE A DRAWING DIMENSION IS NOTED AS"CLEAR",THIS DIMENSION SHALL INDICATE CLEARANCES AT COMPLETED RECONFIGURE A SLOPED WALK THAT ENDS IN A PLANTER BY REMOVING IT AND PROVIDING DECOMPOSED GRANITE ADDRESS: 2570 SAN RAMON VALLEY BLVD.,STE A202,SAN RAMON,CA 94583-1637 _ y _� 2 ' ENLARGED BATHROOMS PLANS b CONDITIONS,TAKING FINISH MATERIALS INTO ACCOUNT. PATHWAYS WHERE THE ROUTE IS NOT REQUIRED TO BE ACCESSIBLE AND PROVIDE A BENCH IN ORDER TO PROVIDE CASp: 593 F.DIMENSIONS ARE BASED UPON SPECIFIED MATERIALS AND EQUIPMENT. SUBSTITUTIONS MAY EFFECT DIMENSIONS. THE SAME LEVEL OF AMENITIES(EQUIVALENT FACILITATION)AS THE DECOMPOSED GRANITE PATH OFFERS. z t SUBSTITUTION REQUESTS SHALL INDICATE THE IMPACT OF THE SUBSTITUTIONS UPON DIMENSIONS AND CLEARANCES. . REPLACE A SET OF STAIRS AND HANDRAILS IN ORDER FOR THEM TO BE ACCESS COMPLIANT. G.DIMENSIONS FOR OR TO EXISTING CONDITIONS ARE TO BE FIELD VERIFIED BY CONTRACTOR. CONTRACTOR SHALL NOTIFY r �� G. ARCHITECT OF ANY DISCREPANCIES. NO CHANGES TO THE BUILDING STRUCTURE SHALL BE MADE UNDER THIS PERMIT. m " 2. ELEVATIONS REFER TO THE TOP OF THE SLAB ON GRADE DATUM.FLOOR ELEVATIONS NOTED ARE TO TOP OF CONCRETE COOLEY ARCHITECTURAL CORPORATION ` SLAB.BUILDING HEIGHT ELEVATIONS NOTED ARE TO TOP OF FRAMING,OR AS DETAILED. NOTE:THIS LIST IS A SUMMARY OF THE WORK. IT IS NOT INTENDED TO BE A COMPLETE AND ULTIMATE LIST OF SCOPE. 2570 SR VALLEY BLVD., STE A202, !MIA 3. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED,DO NOT DISTURB;IMMEDIATELY �= a l E NOTIFY ARCHITECT AND OWNER.HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. SAN RAMON, CA 94583-1637 STEVENS CREEK BLVD - STEVENS CREEK BLVD + � 4. CONTRACTOR SHALL COMPLY WITH WORK HOUR AND NOISE RESTRICTIONS REQUIRED BY THE AUTHORITY HAVING APPLICABLE CODES PROJECT INFORMATION 0. (925) 334-5980 C. (408) 515-7607 -w JURISDICTION. 4-4 ( 5. ACHIEVE WASTE DIVERSION PER CITY REQUIREMENTS. 2019 CALIFORNIA BUILDING CODE (E)BUILDING OCCUPANCY,USE,TYPE OF CONSTRUCTION AND GROSS AREA TO REMAIN-NO BUILDING ' y ! ►� q� , 6. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION WORK. 2019 CALIFORNIA MECHANICAL CODE STRUCTURAL CHANGES UNDER THIS PERMIT + ' 7. CONTRACTOR SHALL COMPLY WITH ALL MANDATORY DIRECTIVES ISSUED BY GOVERNMENT AGENCIES,FOR EXAMPLE 2019 CALIFORNIA ELECTRICAL CODE HEALTH DEPARTMENT DIRECTIVES INCLUDING BUT NOT LIMITED TO SOCIAL DISTANCING,PPE FOR VIRUSES,AND CLEANING. 2019 CALIFORNIA PLUMBING CODE GRANADA AVE z 8. CONTRACTOR SHALL COMPLY WITH PERMITTING AND INSPECTION REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION 2019 CALIFORNIA ENERGY CODE = PROJECT SITE AND AS REQUIRED BY ALL APPLICABLE CODES AND LAWS.NO WORK SHALL BE PERFORMED WITHOUT THE REQUIRED PERMIT 2019 CALIFORNIA FIRE CODE PARKING COUNTS JOB CARDS AND PLANS AS ISSUED BY THE JURISDICTION BEING RETAINED ON-SITE. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE mr ' fn', D m r�!P 1 4 18 TOTAL SPACES,NO COMPACT _ G HERMODA AVEs . J �,, o.�, D .�; ` �`` � ' . s . m z r �, (E)ACCESSIBILITY:(1)STANDARD ACCESSIBLE PROPOSED: 18 TOTAL SPACES,3 COMPACT �� Dj.�i D y,�` _ PROPOSED/REQUIRED ACCESSIBILITY:(1)VAN ACCESSIBLE tir � c �� m - CODE ANALYSIS -, _ 'IT 1. NO CHANGES IN USE,OCCUPANCY,OR OCCUPANT LOAD SHALL BE MADE UNDER THIS PERMIT. P E STAN A PROPERTIES 11% -'' ) �; + sk 2. ALL EXISTING DOORS SHALL PROVIDE A MINIMUM OF 32"CLEAR,WITH THE DOOR OPEN AT 90 DEGREES. SITE ACCESSIBILITY UPGRADES CUPERTINO, CA 0 STEVENS CREEK BOULEVARD 21760 STEVENS CREEK BLVD CUPERTINO, CA 95014 PARCEL#35717082 0 Da 0 Imow 0 � O O — _ ° SOARti o ° A1 .2 A1 .2 j - 1 �� �� L. C00 % OO . . . . . . . . . . . . . .- .. . 1 I II . . W . . . . . . . . - 1 * No. 33024 III= ' ' '-'- - - -'-; ; `- -: :-'-'-'-`- - =III U� EXP.6-30-23 Q 1 1 =1 =1 1 1 1= _ 1 1 -` - 0 1 L _ O L ® - 1 . . -1II—I . - . . - ._ . . I� _ . . . . _ . . . % =Milli %% = DATE JULY16 2021 DJ w I . . . . . . . _ . �IIII PERMIT SUBMITTAL II II y d: REVISIONS � PLAN CHECK 1 - FEBRUARY 8, 2022 _ � �IIII�IIIII�II�I= =1 � I 1 1 ��IIIIII�IIIII�II�I II om O O �,,�IIII�IIIII�II�I II 3 4 I00 I 1 2 1 ❑0 1 IIIIIIIIIIIIII�I A2. 1 A2. 1 I 0 A2. 1 2. 1 1 1 "I�III'IIIII'IIIII'I�I 0 I a � j 0❑ j 'I�IITII I IITII I IITI . ..... ......................... ................... �.�� f -11-�- -- 1 -Uj : : z w x w 0I' o j . rc z I� Q j j Q j NO PARKING _ _ COMPACT COMPACT COMPACT 1 2 I I I A1 . 1 A1 . 1 I I OID I I I I I I I I I PROJECT INFORMATION, I � I SCOPE OF WORK, & ACCESSIBLE ROUTES TE O J TE SCALE AS NOTED DRAWN BY RA 1 I CHECKED BY RLC I I JOB NO. 21013.14 Aa— O � TV 0::E) N N SITE LEGEND RED AO . 1 SITE LEGEND TITLE AREA OF REMODEL -_- AREA OF REMODEL PROPERTY LINE i SECOND FLOOR PLAN AREA OF WORK SCALE: 1 /8" = 1 -091 A0.1 SITE PLAN AND AREA OF WORK SCALE: 1 /8" = 1 "-011 A0.1 ©COOLEY ARCHITECTURAL CORPORATION Community Development Department P -n-ning-Diuisinn _ r„peai_n tUPERTINO APPROVED ACCESSIBILITY DETAILS SHEET NOTES: Case# TR-2022-014 1. ALL DETAIL DIMENSIONS ON THIS SHEET ARE TO FACE OF FINISH IN ORDER TO NOTE ApplicationNumber(s) MINIMUM ACCESSIBLE CLEARANCES AND PROVISIONS AT FINISHED CONDITIONS. Approval Body: Director/Staff BUILDING/STRUCTURE 2. THE DETAILS SHOWN DO NOT DELINEATE THE SCOPE OF THE PROJECT,ARE FROM A Approva I Dale 04/15/22 MASTER LIST,AND MAY NOT ALL BE UTILIZED FOR THIS PROJECT. HOWEVER, Signature Gian Paolo Martire CONDITIONS OF THE PROJECT SHALL MEET ALL CODE AND APPLICABLE REQUIREMENTS. Case Manager SELF-LEVELING JOINT SEALANT ASPHALT EXPANSION JOINT 3. BRING TO ARCHITECT'S ATTENTION FOR RESOLUTION ANY CONFLICT BETWEEN 31M DIMENSIONS SHOWN ON THIS SHEET AND DIMENSIONS SHOWN ON BALANCE OF CONCRETE PAVEMENT (112"MAX) SILT FILTER ARCHITECTURAL DRAWINGS. IN GENERAL, THE DIMENSIONS ON THIS SHEET SHALL FABRIC GOVERN. CV ° M COOLEY ARCHITECTURAL CORPORATION ° 2570 SR VALLEY BLVD., STE A202, o ° a 6,� DODODODO00 '� � SAN RAMON, CA 94583-1637 0. (925) 334-5980 C. (408) 515-7607 O/00/00/00/00/ j BLUE BACKGROUND(COLOR#15090 IN O FEDERAL STANDARD 595C) WHITE FIGURE COMPACTED BASE COURSE ACCESSIBLE ENTRANCE SIGN COMPACTED SUBGRADE NOTE:NOTIFY ARCHITECT IF MODIFIED FIBERROLL PERIMETER DRAIN 1. AT DOUBLE DOORS,PLACE ON THE EXTERIOR ENTRY DOORS AT THE LOWER LEFT HAND CORNER OF THE RIGHT DOOR WALKWAY ALONG THE FRONT OF THE BUILDING GUARD,MOUNT OVER FILTER PANEL WHEN VIEWED FROM THE EXTERIOR. IS WITHIN 2"OF THE CONCRETE FOUNDATION. FABRIC AND ANCHOR TO PAVING 2. PLACE AT THE ACCESSIBLE ENTRY PATH WHERE THE ACCESSIBLE ROUTE VARIES FROM THE NORMAL ROUTE(IE AT THE COORDINATE WITH ARCHITECT AND PROVIDE BOTTOM OF A RAMP WHEN STAIRS AND THAT RAMP LEAD TO THE SAME ENTRANCE). BELOW-GRADE WATERPROOFING AND METAL 3. IF DOOR PANEL IS SOLID,THEN PLACE ON THE CENTER OF THE DOOR AT 42"AFF. FLASHING AS APPLICABLE. 4. A BOARDER MAY BE PROVIDED INSIDE OR OUTSIDE THE REQUIRED DIMENSION OF THE SIGN. P E S TA N A PROPERTIES CONCRETE EXPANSION JOINT AT BUILDING SCALE: 12 TEMPORARY STORM DRAIN SCALE: 8 ENTRANCE SIGN SCALE: r4_N� SITE ACCESSIBILITY SIMILAR @ SIDEWALK EXPANSION JOINTS 3"= 1'-0" A0.3.1 INLET FILTER NTs A0.3.1 AT REQUIRED ACCESSIBLE ENTRANCES 1 1/2"=1'-0" A0.3.1 1/2"JOINT UPGRADES SELF-LEVELING C U P S RT I N 0, CA - �O�G�/U� )v0 zQ (� �c� / c JOINT SEALANT PER PLANS +I 6"(PER PLAN) "00 0��0 v \/ �� O CONCR TE PAVEMENT z D a o o ANGLE CURB FACE 3:12 VANLU � Lp 0 0 O a ° ACCESSIBLE Lu �� D � (OR MATCH EXISTING) Q OMINIMUM U 0 V a w FINE$250 OVERHEAD OBJECTS(SIGNS) ABOVE WALK SURFACE a = 80"MIN CLR LU D m APPROVED BONDING PROTRUDING OBJECTS w Of AGENT AT JOINT FROM POST OR PYLON < z � C � �_�� 0 � SIGN POST GROUTED � 21760 STEVENS CREEK BLVD CUPERTINO, CA 95014 Cl- o `�; ASPHALT PAVEMENT PROTRUDING OBJECTS INTO BOLLARD PARCEL#35717082 WH CCU o 12"MAX(OR ANY AMOUNT WHEN FROM WALLS o O O o EXTENDS TO OR BELOW 27") Lu O Dv p0 � a 4"MAX(OR ANY AMOUNT WHEN VERTICAL CHANGE IN LEVEL 8'TALL(AS APPLICABLE)2X4'S SET AS EXTENDS TO OR BELOW 27") CLOSE TO THE GROUND AS POSSIBLE, 0 4"MAX ALONG MEANS OF � w a SECURED WITH GSM STRAPS EGRESS SYSTEM z w J z 1111112 0 0�0�0�0 co co � MIN SLOPE Q AT BEVEL SCHEDULE 40 STEEL o 2 ° ° �' PIPE(4"NPS)BOLLARD, M PAINTED WHITE SED ARC o�oQo�o�o�o�o� w w L. coo� '�� BEVELED CHANGE IN LEVEL * No. 33024 z THRESHOLD N� EXP.6-30-23 Q III O -III-III-III- 000O III-III-III- 000O -III-III-III- O o 11 III III III III III III III III III I-III-III-III-III-III-III-III-III-III-III-III-I 11= � L � OF �F 110O -III-III-III-III- O O O -III-III-III-III- O O O -III-III-III-III- COMPACTED BASE COURSE CA�- -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 I- PROTRUDING OBJECTS-MINIMUM TOLERANCES COMPACTED SUBGRADE 6" TREE TRUNK PROTECTION SCALE: r`18_'\� CONCRETE CURB SCALE: r15_'� CANE DETECTION REQUIREMENTS SCALE: ril BOLLARD WITH SIGNAGE SCALE: 7 THRESHOLDS SCALE: 3 DATE JULY 16 2021 114"= 1' 0" A0.3.1 ASPHALT PAVING 3"= 1'-0" A0.3.1 AT PROTRUDING OBJECTS 1/2"=1'-0" A0.3.1 1i2"= 1'-0" A0.3.1 AT CHANGE IN FLOOR LEVEL 6"=1'-0" A0.3.1 @ PERMIT SUBMITTAL GENERAL CSJ EROSION AND SEDIMENT CONTROL NOTES: loo, +I-6"(MATCH EXISTING) REVISIONS o w o 1. CONTRACTOR/OWNER: LANDSCAPING _ ��ti PUSH SIDE o 0 0 Of ANGLE CURB FACE 3:12 z "� 2. IT SHALL BE THE OWNE'S RESPONSIBILITY TO MAINTAIN CONTROL OF THE ENTIRE CONSTRUCTION OPERATION AND (OR MATCH EXISTING) " O TO KEEP THE ENTIRE SITE IN COMPLIANCE WITH THE SOIL EROSION CONTROL PLAN. PUSH SIDE __ _ O PUSH SIDE LEGEND: / m � 1'-0"MIN CLR IF DOOR HAS ¢ � cn 3. OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING EROSION AND SEDIMENT CONTROL MEASURES � z BOTH A LATCH AND CLOSER _ = Z-0" _, " o " ARROW SHOWS THE DIRECTION A PERSON IS MOVING. PRIOR,DURING,AND AFTER STORM EVENTS. 22"MIN _ CLR _ "PUSH SIDE" OF DOOR PERSON WILL PUSH DOOR \ ' 4 OTHER SUBSTANCE OVER ANY PUBLIC TREET,ALLEY OR OTHER PUBLIC PLACE. SHOULD ANY BLOW,SPILREASONABLE CARE SHALL BE TAKEN WHEN HAULING ANY EARTH,SAND,GRAVEL,STONE,DEBRIS,PAPER OL,OR Y d CONCRETE -� � OPEN TO GO THROUGH. O� 1 - , ��\ / (O z TRACK OVER AND UPON SAID PUBLIC OR ADJACENT PRIVATE PROPERTY, IMMEDIATE REMEDY SHALL OCCUR. a ¢ �� °PULL SIDE"(OF DOOR)=PERSON WILL PULL DOOR w q 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. OPEN TO GO THROUGH. N z Q a 0 9"A a N 0. T BASE 10 ° 6. DURING THE RAINY SEASON,ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE z SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEMS, NOTES: INCLUDING EXISTING DRAINAGE SWALES AND WATER COURSES. - 1. A LEVEL LANDING NOT MORE THAN 1/2'BELOW THE THRESHOLD N j = � ° SHALL BE PROVIDED ON EACH SIDE OF EXIT DOORS,SEE O O O OO 00 00 C O THRESHOLD DETAIL. Q 7. CONSTRUCTION OPERATIONS SHALL BE CARRIES OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION o 0 0 0 2.3'MIN TO 2.4"MAX 0.45'AT TOP c� WILL BE MINIMIZED.STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALL BE COMPLIED WITH. ° PULL SIDE 2. DOORS AND SIDE LIGHTSADJACENTTO DOORS CONTAINING A SPACING O O O O 18"MIN CLR VISION PANEL SHALL HAVE A BOTTOM EDGE LOCATED 43"MAX AFF. O OO OO 3. SWINGING DOOR SURFACES WITHIN 10"OF THE FINISH FLOOR 8. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY THE APPROPRIATE FEDERAL,STATE AND LOCAL ° o 0 0 AT INTERIOR DOORS F SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE FOR THE FULL AS SHOWN(FULL WIDTH OF WALKWAY AGENCY REQUIREMENTS. 24"MIN CLR PULL SIDE PULL SIDE WIDTH OF THE DOOR. ) OO O OO OO OO OO AT EXTERIOR DOORS ; 4. ADJUST DOOR CLOSER PRESSURE TO 5LBS AND MAINTAIN TRUNCATED DOMES TO EROSION AND SEDIMENT CONTROL MEASURES: z z z A CLOSING SPEED OF AT LEAST 5 SECONDS FOR THE HAVE ORTHOGONAL LAYOUT N O O O O 36"MIN�, o 0 2'0" DOOR TO CLOSE FROM 90 DEGREES TO AN OPEN POSITION 1. THE FACILITIES SHOWN IN THIS PLAN ARE DESIGNED TO CONTROL EROSION AND SEDIMENT DURING THE RAINY CLR Qo OF 12 DEGREES. SEASON,OCTOBER 1 TO APRIL 30. FACILITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 OF ANY YEAR. - GRADING OPERATIONS DURING THE RAINY SEASON WHICH LEAVES DENUDED SLOPES SHALL BE PROTECTED WITH III - - - - - - - - NOTES: EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING GRADING ON THE SLOPES. DURING THE NON-RAINY 1. TRUNCATED DOMES SHALL BE OF A DURABLE,SLIP RESISTANT MATERIAL,FEDERAL YELLOW SEASON BEST MANAGEMENT PRACTICES(BMPS)MUST BE IMPLEMENTED DURING CONSTRUCTION WHICH INCLUDES, COMPACTED BASE COURSE FRONT APPROACHES()SWINGING DOOR HINGE SIDE APPROACHES(SWINGING LATCH SIDE APPROACHES()SWINGING COLOR APPROXIMATING 33538 OF SAE AMS-STD 595,AND SHALL CONTRAST VISUALLY WITH BUT IS NOT LIMITED TO:STABILIZED CONSTRUCTION ENTRANCE,TIRE WASH AREA AND INLET PROTECTION. DOOR DOOR ADJOINING SURFACES,SET IN DARK GRAY CONCRETE,W/2"MAX EDGES PER PLANS. COMPACTED SUBGRADE 2. SEE PLANS AND CUT SHEETS FOR MANUFACTURER REQUIREMENTS. 2. CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS. ANY MUD OR DEBRIS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED DAILY AND AS REQUIRED BY CONCRETE CURB SWINGING DOORr,_N� DETECTABLE WARNINGS THE CITY. SCALE: 14 SCALE: SCALE: 2 3. INLET PROTECTION SHALL BE INSTALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM @CONCRETE PAVING AND LANDSCAPE 3"= 1'-01, A0.3.1 CLEARANCES 1/4°=1'-011 A0.3.1 DETAIL 6"= 1'-0" A0.3.1 DRAIN SYSTEM. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED TO PREVENT ENTRY OF SEDIMENT. VAN ACCESSIBLE SIGN,SEE 4 REQUIREMENTS AT LEFT 4. THIS EROSION AND SEDIMENT CONTROL PLAN MAY NOT COVER ALL THE SITUATIONS THAT MAY ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS AND ADDITIONS MAY BE MADE TO THIS WHEEL PLAN IN THE FIELD. NOTIFY THE CITY REPRESENTATIVE OF ANY FIELD CHANGES. STOP,TYP MAINTENANCE NOTES: VISUAL CHARACTER HEIGHT FOR DIRECTIONAL AND APPROVED BONDING INFORMATIONAL SIGNS, ACCESSIBILITY SIGNS,AND CLOCKS ACCESSIBILITY AND SITE DETAILS 1. MAINTENANCE IS TO BE PREFORMED AS FOLLOWS: AGENT AT JOINT *(REQUIREMENTS VARY AT VARIABLE MESSAGE DISPLAY SIGNS) Q o LOADING AND UNLOADING A. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY. ASPHALT PAVEMENT 4"THICKENED ASPHALT CONCRETE PAVEMENT BASELINE OF TEXT AFF HORIZONTAL MINIMUM CHARACTER HEIGHT ; ACCESS AISLE BORDER NOTE: POST SIGN IN PLACE AT EACH ENTRANCE NOTE:ENTIRE PARKING STALL AND ACCESS AISLE WIDTH AND 0 ; PAINTED BLUE(COLOR N0.15090 B. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS NEEDED. PAVEMENT EDGE VIEWING TO OFF-STREET PARKING FACILITIES,OR IMMEDIATELY LENGTH SHALL BE GRADED AND MAINTAINED AT 2%MAXIMUM 0x = � IN FEDERAL STANDARD 595C) C. SEDIMENT TRAPS,BERMS,AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS DISTANCE ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE SLOPE PARALLEL AND PERPENDICULAR TO THE STALL. NEEDED. N D. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT sr, 40"TO LESS THAN OR LESS THAN 72" 518" WHITE STRIPING,UON �` HAS ACCUMULATED TO A DEPTH OF 1 FOOT. EQUAL TO 70" 17"MIN SIGN SHALL NOT BE w ° SCALE AS NOTED E. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT 72"OR MORE 5/8",PLUS 1/8"PER FOOT OF w WILL NOT ERODE. O SMALLER QUALE INCHE THANS 70 DRAWN BY RA HORIZONTAL VIEWING DISTANCE SQUARE INCHES � 4"TYP F. RILLS AND GULLIES MUST BE REPAIRED. o 0 0 _ o o ABOVE 72" o UNAUTHORIZED VEHICLES bo CHECKED BY RLC GREATER THAN 70"TO LESS THAN 180" 2° PARKED IN DESIGNATED 2. SAND BAG INLET PROTECTION SHALL BE CLEANED OUT WHENEVER SEDIMENT DEPTH IS ONE HALF THE HEIGHT OF LESS THAN OR EQUAL ACCESSIBLE SPACES NOT ONE SAND BAG. OO O 00 O T0120° 180"OR MORE 2",PLUS 1/8"PER FOOT OF DISPLAYING VAN JOB NO. 21013.14 HORIZONTAL VIEWING DISTANCE DISTINGUISHING"` ACCESSIBLE" ACCESSIBLE PARKING PLACARDS OR SPECIALWHITE 2'0"MINIMUM ABOVE 180" LICENSE PLATES ISSUED 0 ISA SIGNALL TEXT ,TYP SYMBOL SPACE EMBLEM,SEE DETAIL lo LESS THAN 21 3" `� DI04 SABILITIES EOS WINS LL BE SHALL BE 1"TH cf) "MINIMUM „ TOWED AWAY AT THE z FINE$250" BLUE EQ EQ7 ���6A" GREATER THAN 120 FEET OWNER'S EXPENs . MIN HEIGHT z o BACKGROUND - SO "NO PARKING" TOWED VEHICLES Y B N SIGN,TYP (COLOR NO co Fcf'�c�c IN 12"MIN J21 FEET AND 3",PLUS 1/8"PER FOOT OF RECLAIMED AT OR BY w 15090 IN s HIGH WHITE COMPACTED BASE COURSE MORE HORIZONTAL VIEWING DISTANCE TELEPHONING w U FEDERAL LETTERS ABOVE 21 FEET STANDARD N 0 PARKING TITLE AO . 3 . 1 COMPACTED SUBGRADE � c� 3'-0" CONTRACTOR TO COORDINATE z 595C) LOCATION AND TELEPHONE NUMBER � WALK SURFACE NOTE:A BOARDER MAY BE PROVIDED AND FILL IN SITE SPECIFIC INSIDE OR OUTSIDE THE REQUIRED ALIGN,TYP 9'-0"MIN CLR 8'-0"MIN CLR ol INFORMATION ACCORDINGLY FOR DIMENSION OF THE EMBLEM. ol LOCAL LAW ENFORCEMENT VAN ACCESSIBLE PARKING STALL ACCESSIBLE PARKING VAN ACCESSIBLE PARKING STALL PARKING ENTRY SIGN SIGN EMBLEM (MIN HEIGHT CLEARANCE 98") SITE POLLUTION PREVENTION 16 ASPHALT TO CONCRETE SCALE: 63_'� VISUAL CHARACTER SCALE: g VAN SCALE: 1 MANDATORY MEASURES A0.31 @ FLUSH TRANSITION 1-112"= 1'-0" A0.3.1 LETTER HEIGHT REQUIREMENTS NTs A0.3.1 PARKING STALLS 1/4 1'-011 A0.3.1 ©COOLEY ARCHITECTURAL CORPORATION Community Development Department P -n-ning—Diuisinn _ r„p-�i_n In CUPERTINO APPROVED Case# TR-2022-014 Application Number(s) WALL FINISH,SEE NOTE FOR BLOCKING Approval Body: Director/Staff REQUIREMENTS Approva I Dale 04/15/22 RESTROOM IDENTIFYING Signature Gian Paolo Martire TACTILE WALL SIGN,TYP Case Manager TACTILE WALL SIGN SHALL BE MOUNTED WITH THE BASELINE OF THE LOWEST ROW OF 9" 1�"DIA 1 1/4" 2" 1 112" 10 BRAILLE @ 48"MIN AFF AND THE BASELINE OF THE HIGHEST ROW OF TEXT @ 60"MAX AFF 18"X18"CLR FLOOR SPACE FOR Q bo SIGN IN FRONT OF DOOR,PLACE AT / COOLEY ARCHITECTURAL CORPORATION LATCH SIDE,TYP 2570 SR VALLEY BLVD., STE A202, SAN RAMON, CA 94583-1637 UNISEX DOOR COVER PLATE 0. (925) 334-5980 C. (408) 515-7607 SIGN AND GRAB BAR RETURN BEYOND NOTES: 1.DOOR SIGN SHALL CONTRAST WITH THE DOOR AND THE TRIANGLE SHALL CONTRAST WITH THE CIRCLE. 2.THE DOOR SIGN SHALL BE 1/4"THICK FOR EACH SHAPE AND THE EDGES SHALL BE EASED AT 1/16"MIN OR CHAMFERED AT 1/8"MAX, 3.THE TRIANGLE VERTICES ON THE DOOR SIGN SHALL BE RADIUSED 1/8"MIN AND 1/4"MAX. 4.TACTILE LETTERS AND BRAILLE SHALL BE LIMITED TO THE TACTILE WALL SIGN(NOT ALLOWED ON THE DOOR SIGN). 5.FIGURES AND ISA SYMBOLS ARE ALLOWED AS APPLICABLE. GENDER FIGURES SHALL DEPICT A NOTES: SEPARATE MAN AND WOMAN(HALF-GENDER OR ALL-GENDER FIGURES ARE NOT ACCEPTABLE). 1. GRAB BARS SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 6.ACCEPTABLE TERMINOLOGY FOR THE WALL SIGN SHALL BE UNISEX RESTROOM OR RESTROOM. 250 POUNDS APPLIED IN ANY DIRECTION,AT ANY POINT ALONG THE BAR. 2. OUTSIDE DIAMETER OF GRAB BAR SHALL BE 1-1/4"TO 2". PESTANA PROPERTIES RESTROOM ENTRANCE SCALE: g GRAB BAR SECTION SCALE: 4 SITE ACCESSIBILITY DOOR AND WALL UNISEX SIGNS 1/4"=1'-011 A0.3.2 6"= 1'-0" (A10.3.2 UPGRADES CONTINUE HANDRAIL FOR THE WIDTH OF ONE TREAD PRIOR TO CUPERTINO CA 12"MIN LEVEL EXTENSION TURNING LEVEL AT THE BOTTOM � BEYOND TOP NOSING BEFORE TURNING RADIUS:A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT OF 27 ABOVE HANDRAIL RETURN 12"MIN LEVEL EXTENSION BEFORE THE FLOOR,WITHIN THE RESTROOM,OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A HANDRAIL RETURN DIAMETER NOT LESS THAN 60"IN SIZE SHALL BE PROVIDED. 15"TYP RECOMMENDED DOOR SWING:WHERE DOORS SWING INTO A SINGLE-OCCUPANT RESTROOM,THE DOOR SWING OVERALL LEVEL SHALL NOT SWING INTO THE CLEARANCE REQUIRED FOR ANY FIXTURE,UNLESS A CLEAR EXTENSION LENGTH o c� FLOOR SPACE OF 30"X48"IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. THE DOOR IS � — Z w o ALLOWED TO SWING INTO THE TURNING RADIUS 12"MAXIMUM. w > DOOR SIGN:ALL SINGLE-OCCUPANT RESTROOMS SHALL BE UNISEX, 21760 STEVENS CREEK BLVD LINE OF TOP AND M m CUPERTINO, CA95014 BOTTOM NOSING �_ z 60"MIN CLR PARCEL#35717082 M W Q = TO NEAREST OBSTRUCTION FLUSH ACTIVATION CONTROL HANDRAIL ELEVATION-WALL SIDE OF STAIR ON WIDE SIDE OF STALL 18" TERMINATION:THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS. ol 17"-18" MIN HANDRAILS SHALL RETURN TO A WALL,GUARD,OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS,THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12"BEYOND THE TOP RISER AND CONTINUE 12",PLUS THE TREAD WIDTH,BEYOND THE BOTTOM NOSING. 77z AT THE BOTTOM,THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM -4n RISER;THE REMAINDER OF THE EXTENSION SHALL BE HORIZONTAL. z EXCEPTIONS: oo 1 1.IN NEW CONSTRUCTION,THE INSIDE HANDRAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS BE CONTINUOUS. NW CLEAR 2.IN EXISTING BUILDINGS AND FACILITIES,FULL EXTENSION OF HANDRAILS AT STAIRS SHALL NOT BE REQUIRED IN ALTERATIONS FL00� WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS OR IMPOSSIBLE DUE TO PLAN CONFIGURATION. S�0 ARC CLEARANCES:THE CLEAR WIDTH BETWEEN HANDRAILS SHALL BE 36"MINIMUM.PROJECTIONS INTO THE REQUIRED WIDTH 3 " IN �� ,?z1 L CO OF STAIRWAYS AT EACH HANDRAIL SHALL NOT EXCEED 4-1/2"AT OR BELOW THE HANDRAIL.PROJECTIONS INTO THE REQUIREDco WIDTH SHALL NOT BE LIMITED ABOVE THE MINIMUM HEADROOM HEIGHT REQUIRED IN SECTION 1009.5. v SIDES:HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS. INTERMEDIATE HANDRAILS:STAIRWAYS SHALL HAVE INTERMEDIATE HANDRAILS LOCATED IN SUCH A MANNER THAT ALL PORTIONS * ` No. 33024 - OF THE STAIRWAY WIDTH REQUIRED FOR EGRESS CAPACITY ARE WITHIN 30 INCHES(762 MM)OF A HANDRAIL.ON MONUMENTAL N� EXP.6-30-23 Q STAIRS,HANDRAILS SHALL BE LOCATED ALONG THE MOST DIRECT PATH OF EGRESS TRAVEL. VISUAL CONTRAST:STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL SINGLE ACCOMMODATION TOILET 0�= CONTRAST ON ALL TREAD NOSINGS. THE STRIPE SHALL BE A MINIMUM OF 2"WIDE TO A MAXIMUM OF 4"WIDE PLACED PARALLEL OF CAL\�C TO,AND NOT MORE THAN 1"FROM,THE NOSE OF THE STEP OR UPPER APPROACH.THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREAD PORTION OF THE STAIR.A PAINTED STRIPE SHALL BE ACCEPTABLE. HANDRAIL REQUIREMENTS SCALE: 7 SINGLE-OCCUPANT SCALE: 3 DATE JULY 16, 2021 AT STAIRS NTs A0.3.2 RESTROOM CLEARANCES 1/4"=1'-0" A0.3.2 PERMIT SUBMITTAL REVISIONS WALL FINISH,FREE OF ANY SHARP OR ABRASIVE ELEMENTS 1 1/2" ADJACENT TO THE HANDRAIL 24"TYP ii MIN CLRlo 1-1/4"MIN TO 2"MAX ACTUAL MIRROR 8"MIN @ 27" z 18"MIN OUTSIDE DIAMETER HANDRAIL HIGH z u- O WI A CONTINUOUS, lo < LU UNINTERRUPTED SURFACE o �� " < Q o u Lu NOTE:1-1/4"AND 1-1/2"NOMINAL z �� o W 0 0 0 PIPE SIZE EQUAL 1.66"AND 1.9" 5E CD �Lu 0 U Z Lu ACTUAL PIPE DIA,RESPECTIVELY CLEAR o Q o z FLOOR w > " ~ ' o Y HANDRAIL MOUNTING SPACE UUU o w LL 6' o Z o HARDWARE BEYOND x w o 1 N = o 30"MIN ¢ LU J 11"MIN HANDRAIL SECTION PLAN FRONT ELEVATION 17"MIN SIDE ELEVATION HANDRAIL GRIPPING SURFACES WITH A SINGLE LAVATORY NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN NOTES: AND 6-1/4"MAX,AND A MAXIMUM 1. ALL WATER SUPPLY AND DRAIN PIPES SHALL BE FULLY INSULATED(NO GAPS)TO PREVENT CROSS-SECTION DIMENSION OF 2-1/4 CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. 2. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND,AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST.METERING FAUCETS SHALL BE ADJUSTED TO REMAIN OPEN FOR 10 SECONDS MINIMUM.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. HANDRAIL SCALE: 6 LAVATORY SCALE: 2 REQUIREMENTS 3"=1'-0" A0.3.2 CLEARANCES 1/4 1'-0' A0.3.2 ACCESSIBILITY DETAILS MIN 5/8" AND MAX 2"TALL TACTILE CHARACTERS,ALIGN BASELINE OF TOP ROW WITH CENTER OF SIGN ROOM IDENTIFYING TACTILE WALL SIGN 9 0 4"MAX EDGE OF DOOR o EXIT PROVIDE"EXIT"IN CONTRACTED F U_ Q TOP OF ALIGN TOP o J GRADE 2 BRAILLE PER 11B 703.3, J W w X SCALE AS NOTED m aj a SEE FLOOR PLAN FOR J = = Q Ro W o o Ir J LOCATIONS 18"X18"CLR m o = o DRAWN BY RA B 4 Y L � =rm z w co o J o r� Lu o FLOOR SPACE FOR CHECKED BY RLC _ � `� l W `� NOTE:48"AFF MIN TO BOTTOM OF 3 " N - SIGN IN FRONT OF / ocif o x NOTES: = o b o o BRAILLE,60"AFF MAX TO BASELINE DOOR,PLACE AT z LL JOB N0. 21013.14 t Cl- °° OF HIGHEST ROW OF TEXT w w o 1. CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL LATCH SIDE,TYP RE R�: APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED. I 1j, o co 2. DIMENSIONS ARE TO UPPERMOST AND LOWEST CONTROLS OR FIRE EXTINGUISHER COAT SWITCHES VISUAL MOP DOOR EXIT AND OTHER ROOM SIGNAGE AT DOORWAY OPERABLE PARTS. CABINET HOOK (SWITCHES,CONTROL,THERMOSTAT ALARM HOLDER LATCH/LEVER TACTILE SIGNS @ FIRE ALARM MANUAL STATION) RESTROOM ACCESSORIES (SOAP DISPENSER,SANITARY NAPKIN DISPENSER, PAPER TOWEL,TRASH CAN,HAND DRYER,ETC.) NOTE:RESTROOM,DRESSING,FITTING,AND LOCKER ROOM ACCESSIBLE SHELVING SHALL HAVE A 40"MIN AO . 3 . 2 AND 48"MAX REACH HEIGHT.AT LEAST 50%OF SHELF SPACE IN STORAGE AREAS SHALL BE ACCESSIBLE. TITLE RESTROOM SCALE: r,, GENEARL MOUNTING HEIGHTS SCALE: 1 ACCESSORIES 1/4"=V-0" A0.3.2 AND CLEARANCES 1/4"=1'-0" A0.3.2 ©COOLEY ARCHITECTURAL CORPORATION Community Development Department P I-a.n.n:�n.-Qiu�n=C.u.p.e.r-ti.n �CUPERTINO APPROVED Case # TR-2022-014 Application Number(s) Approva I Body: Director/Staff — — Approva I Date 04 1 /22 0 Signature Gian P ol Martire PROVIDE ACCE BLEROUTEISA \� C se Manager 6 TALL ` J POLE,FACT G TH TREET;SEE CUTSHEET FOR 6"X "SI \LEL15-41/ E 15-1/4" COOLEY ARCHITECTURAL CORPORATION I 2570 SR VALLEY BLVD., STE A202, SAN RAMON, CA 94583-1637 REMOVE(E)FENCING,SALVAGE 0. 925 334-5980 C. 408 515-7607 EXTEND&RETURN(E) PROVIDE FENCING TO MATH E REMOVE(E)STALL FOR REUSE AS APPLICABLE CURB TO RETAIN SOIL (E 14-114" E 14-112" (E)TREES TO (E 14-114" E 14-112" (E 14-1/4" HEADER SIGN&POST (E 14-114" 7\ 2"TYP REMAIN,LION VAN STALL JT � __�_ �__ _ _ _ _ HEA ° a E 14-114"TC -114"TC 4 0 10"FS 9 314"FS 15%MAX A9.3 W W y W W W a s a a Q C �W `-� W W W w/ W �W Q LOPED WALK DOWN ' w 7 �� 4 13 @ 4.2%(5%MAX) a a W a —— —�° — -a �W _ ��� � y W A0.3.1 A0.3.1 15 w W w E 17-112"TC 1 7"TC A0.3.1 a E 5 314"TC 10 314 TC E 9114"TC y 17 // �� T // /0 T— 12LT / J I I El 10 314"TC E 9114"TC W E 5-314"TC jr FS 10112 FS INVERT O 4 314"FS �E)6114 FS 12 F // /V'�'' E. 0 I " / j (E)8114"FS I INVERT E)4-3/4"FS JE)6-114'FS W 9 FS o 13-1/2"TC 13112 TC w w �/ // f' // / // I I I I E 7-1/4"FS E I c ) c � WyW � W � y I // � /� Ww � wW W REMOVE(E)TREES I I I I w w w PESTANA PROPERTIES T WHEEL STOPS 1 ���/ AS REQUIRED I I I I l PAINTED WHITE W W W W / / / � / I I I I I I SITE ACCESSIBILITY UPGRADES I ° ° I 1.5%MAX 1.5/o MAX z C U P E RT I N 0, CA 2"TYP(GRADE B EAK BEYOND LEVEL AD) CONFIRM TO i �\ w I I�� � GRADE @4.5% W W W W W W y �/ �/ /� ����/ I C / �// �A I I I I I I W W W MAX,TYPICAL /II / II II II E 14 1/4 rc 21760 STEVENS CREEK BLVD 11-v4"FS � � � � �/ � �i' - I � /��I I I I I I � � W �, �" �. W �� — / �/ �/ �/ �/ I I I I I W W W W CUPERTINO, CA 95014 - 7 /�� /� PARCEL#35717082 /// / 112" / // N 0 PARKING E 2-3/4"TC \/ / / E 2 314 TC E 6 31 " C O M PAC E 4 0 M PACT E 1 ux)M - -1 11 S E 14114 // // / / //j E 6 314 E 4 E 1 314 (E) 2112"FS 11-314"FS 10-114"FS "9-1/4 " ��9'2" 8'1 9'1" 8'0" 8'0" +I T 9 314" E 0 �/1�/ /// /// // /// E 0 CLR) (8'-0"MIN CLR) — �/ // L / / / /� VIF EXTENT F T FVT \LEL11-1/4"TL "11-1/ — 1/ SED ARCS, 2 I * No. 33024 Cn EXP.6-30-23 � .5 w w Cl) Q N CO � > w CV � N Q 0 ILU I X DATE J U LY 167 2021 PERMIT SUBMITTAL REVISIONS E 12114" E 12-1/4" E 16" E 16" I I I I (E)ACCESSIBLE PARKI Y SIGN TO REMAI REMOVE PRIVATE TO COMPANY PHO NUMBE AND PROVIDE LOCATION A D PHONE NU ER F LAW ENFORCEMENT: CC SHERIF (408)299-2 11 LEGEND E L( ) EGEND DEMO LEGEND E LEGEND REGRADED I INFILL ASPHALT a ° (E)EXPOSED T ASPHALT AGGREGATE CONCRETE /// ///I BE REMOVED a TO REMAIN CONCRETE PAVING PAVING TO REMAIN I / a BROOMED FINISHED W W W W W w w W W W W w (E)SOIL/LANDSCAPE a a a (E)CONCRETE PAVING TO W W y W W W (E)SOIL/LANDSCAPE CONCRETE PAVING W y W W TO REMAIN I BE REMOVED W y W W TO REMAIN a a aa_ as J EXPOSED SOIL/PLANTER (E)DECOMPOSED GRANITE �I (E)SOILILANDSCPE � � � � � � � � (E)DECOMPOSED TO REMAIN I TO BE REMOVED GRANITE TO REMAIN � � DECOMPOSED GRANITE SITE DEMOLITION NOTES: 1.CONTRACTOR TO PROVIDE INLET DRAIN PROTECTION AND EROSION CONTROL MEASURES PER SPECIFICATIONS. �+ 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO ANY ENLARGED SITE PLAN EXCAVATION 3'0"DEEP DETECTABLE K. 3.CONTRACTOR TO VIF AND SERVICE AS REQUIRED ALL DRAIN INLETS PARKING WARNINGS,TEKWAY SERVING THE AREA OF WORK,AND MAINTAIN THEIR CATCH BASINS AS HIGH PERFORMANCE FREE OF DEBRIS. ADA DOMES,COLOR FEDERAL YELLOW 12 SCALE AS_NOTED JT A0.3.1 1/2"EXPANSION JOINT DRAWN BY RA CHECKED BY RLC JOB NO. 21013.14 SITE PLAN NOTES: 1.SLOPE AT 0.5%MIN TOWARDS DRAIN. 2,CONCRETE MINIMUM THICKNESS 4"PER DETAIL ASSEMBLY AND SOIL CONDITIONS.CONTRACTOR TO VERIFY IN FIELD. 3.CONCRETE SHALL BE 3000 PSI,MIX DESIGN PER SPECIFICATIONS. 4.CONTROL AND EXPANSION JOINTS SHALL BE PLACED AS SPECIFIED AND SHOWN ON PLANS. 5.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO ANY Al . 1 EXCAVATION WORK. TITLE 6.CONTRACTOR TO PROVIDE INLET DRAIN PROTECTION AND EROSION CONTROL MEASURES PER SPECIFICATIONS. 7.PAINT ACCESSIBLE STALL WHEEL STOPS BLUE&ALL OTHER WHEEL STOPS WHITE TO PROVIDE CONTRAST WITH BLACK ASPHALT PAVING. 8.ALL CURBS WITHIN AREAS OF CONSTRUCTION SHALL BE 4-1/2"MIN AND 6-1/2"MAX. ENLARGED SITE PLAN PARKING SCALE: 1/4" = V-011 Al ENLARGED DEMOLITION SITE PLAN PARKING SCALE: 1 /4" = V-0 ©COOLEY ARCHITECTURAL CORPORATION Community Development Department PI.a.n.n.i-n.g-Di\ i-s.i-co-n=C.u.p.e-r-ti.n.o CUPERTINO APPROVED Case # TR-2022-014 Application Number(s) Approval Body: Director/Staff Approval Date 04/15/22 Signature Gian Paolo Martire Case Manager O PROVIDE ACCESSIBLE ROUTE o LEGEND E LEGEND COOLEY ARCHITECTURAL CORPORATION DIRECTIONAL ISA SIGN WI ARROW RIGHT 2570 SR VALLEY BLVD., STE A202, ON 36"TALL POLE,FACING THE STREET; — SAN RAMON, CA 94583-1637 SEE CUTSHEETS FOR 6"X 9"SIGN PROVIDE 1 112"NPS GALVANIZED STEEL STAIR REGRADED I INFILL ASPHALT (E)EXPOSED 0. (925) 334-5980 C. (408) 515-7607 E 5" HANDRAILS;RETURN TO GROUND WI CORE-DRILLED O ---- - _ o ° AGGREGATE CONCRETE OR POURED-IN PLACE POST SLEEVED FOR PAVING TO REMAIN ----------- _ SUPPORT;SEE ACCESSIBILITY DETAILS FOR HEIGHT 0 a a- _ AND EXTENSION REQUIREMENTS E 7" d W - o a a BROOMED FINISHED (E)SOIL/LANDSCAPE ° — — PROVIDE ACCESSIBLE ROUTE DIRECTIONAL ISA a d °a CONCRETE PAVING TO REMAIN z � N , — SIGN WI ARROW RIGHT ON 36"TALL POLE,FACING THE STREET;SEE CUTSHEETS FOR 6"X 9"SIGN z — — (E) 8" W w W w W W EXPOSED SOIL I PLANTER (E)DECOMPOSED GRANITE E 16-112" E 16° 1 � � � � � � � � � � � � � � � � � � � � � � � � �' '� � �' '� � '� � IIIIIIIII TO REMAIN 6'0" (E)16 E 6112" III III 4'-1112" � � � � � � � � � _ IIIIIIIIIIIII PESTANA PROPERTIES z ( I I I I I I IIIIIII-III- II 11 (4a"MIN cLR) 2" IIIIIII IIIIIII _ SITE ACCESSIBILITY III III III III III III FILL SOIL AND COMPACT SUB-GRADE AS III III III III III `� III III III III III REQUIRED;PROVIDE PRESSURE TREATED III III III III III DECOMPOSED GRANITE L � (E)16-114" = = = = = = 2X WOOD EDGING @ PERIMETER III= = = = = IIIIIIIII UPGRADES 11111 III III =11111 III III III PROVIDE WOOD BENCH BOLTED � � IIIII I IIIIIIIIIIII-III � I I1 I I=1 I I1 I I=1 I C U P E RT I N 0, CA TO(E)CONCRETE,MATCH IIIIII ASSEMBLY AND FINISH OF(E) W W W W W w w W W W W W W W W W W W W III 3'-0"DEEP DETECTABLE BENCH IN(E)LANDSCAPE AREA 5 WARNINGS,TEKWAY HIGH PERFORMANCE ADA DOMES,COLOR FEDERAL YELLOW 12 �� 21760 STEVENS CREEK BLVD JT 112 EXPANSION JOINT PERTIN A 14 (E)LANDSCAPE AREA. � � � � III � � � Ao.3.1 CU 0, C 950 PARCEL#35717082 SITE PLAN NOTES: IIIIIII 1.SLOPE AT 0.5%MIN TOWARDS DRAIN. 2.CONCRETE MINIMUM THICKNESS 4"PER DETAIL ASSEMBLY AND w III w SOIL CONDITIONS.CONTRACTOR TO VERIFY IN FIELD. y W W W W W W W 3.CONCRETE SHALL BE 3000 PSI,MIX DESIGN PER SPECIFICATIONS. W �J 4.CONTROL AND EXPANSION JOINTS SHALL BE PLACED AS SPECIFIED II - L III— AND SHOWN ON PLANS. 5.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO ANY 00 EXCAVATION WORK. _ 6.CONTRACTOR TO PROVIDE INLET DRAIN PROTECTION AND EROSION Ep ARC CONTROL MEASURES PER SPECIFICATIONS. � IIIIIIIII-III s �FZT L. Cp0� III=III=III= 7 7.PAINT ACCESSIBLE STALL WHEEL STOPS BLUE&ALL OTHER WHEEL \V 0� ����� III III III L STOPS WHITE TO PROVIDE CONTRAST WITH BLACK ASPHALT PAVING. ) III III III 8.AND L CURBS WITHIN AREAS OF CONSTRUCTION SHALL BE 4-112'MIN No. 33024 III1 1=1 1=1 U N� EXP.6-30-23 IIIIII-III- ,. IIIIIIIII-III I Q �o o� III III III F cA��F ENLARGED SITE PLAN STAIR & WALK SCALE: 1 /4" = 1 -0�� A1 .2 DATE DULY U MIT PERMIT SUBMITTAL REVISIONS 0 DEMO LEGEND E L( ) EGEND 0 7 / (E)ASPHALT TO (E)CONCRETE PAVING OBE REMOVED TO REMAIN 0 _ 0 a _ I� a (E)CONCRETE PAVING TO w (E)SOIL/LANDSCAPE E 7" - a — — a BE REMOVED W W TO REMAIN REMOVE(E)STAIRS AND w w w w w w — — — —� da— BRICK PORTION OF TOP °° ° REMOVE E STAIR- - w w - w w w - w w - - - - w - � °�� LANDING AS REQ'D FOR a a HANDRAILS ' * * ' ' � I I — � — _ LEVEL TOP LANDING I—, —°� (E)COLUMN � � — — F—�- - - - -7 _ O_ W W W W W W W W W W yI (E)SOILILANDSCPE IIIIIIIII—III (E)DECOMPOSED a FOOTING TO REMAIN w w w — — E 8' (E)COLUMN TO BE REMOVED GRANITE TO REMAIN a d FOOTING TO REMAIN- - — — — C I III III I I I �, 1 ° �„I III (E)16 E 6-112" �" � W a Q O d y Q I d O I B dd O W W W W w d Q - d °� a SITE DEMOLITION NOTES: a REMOVE(E)SLQPING a a � � . a y � 1.CONTRACTOR TO PROVIDE INLET DRAIN PROTECTION AND EROSION PORTION OF WALKWAY a d a 4 y w CONTROL MEASURES PER SPECIFICATIONS. E 16114" a 2.CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PRIOR TO ANY a fl d a a s EXCAVATION WORK. w W W w w W d dd a w 3.CONTRACTOR TO VIF AND SERVICE AS REQUIRED ALL DRAIN INLETS W W - - - - - SERVING THE AREA OF WORK,AND MAINTAIN THEIR CATCH BASINS AS FREE OF DEBRIS. � WWWWW � W � WWW � � WWWW � WWW � W � W � yyW � � WyW � III � W � y � W � W � i W w W W W W W W w W W W W W w W W W W W w W W ENLARGED SITE PLAN w W W W W W W W W W W W W STAIRS AND WALK wWWWWW W WWWW (E)LANDSCAPE AREA wWWWWyWW III WW WWWWW W V. W J• W W y W W W W V. W W W y W W W W W W W W W W W W W W W SCALE AS NOTED WWwW WWWww WWWWwW WWWwW WWWWWww WWW DRAWN BY RA W W W W W W W III W W W W l�J W W W CHECKED BY RLC JOB N0. 21013.14 9� m III=IIIIII=III— 1 � III1 I I1 I 1 z IIIIIIIII—III I I LJJ IIIIIIIII TITLE A1 . 2 �� i IIIIIIIIIIIIIIIIIIIII I Q ENLARGED DEMOLITION SITE PLAN STAIR & WALK SCALE: 1 /4 = V-0 A1 .2 ©COOLEY ARCHITECTURAL CORPORATION Community Development Department P -q-ring-Diuisinn _ r„p-er-ti_n In CUPERTINO APPROVED Case# TR-2022-014 Application Number(s) Approval Body: Director/Staff ;• -�i_ Approva I Dale 04/15/22 Signature Gian Paolo Martire Case Manager RELOCATED(E)TP DISPENSER, CONFIRM TYPE W/OWNER PRIOR TO MOUNTING 48"SIDE GRAB BAR COOLEY ARCHITECTURAL CORPORATION 2570 SR VALLEY BLVD., STE A202, PROVIDE 128 GPF TOILET PER CUT SHEETS SAN RAMON, CA 94583-1637 RELOCATED SANITARY 0. (925) 334-5980 C. (408) 515-7607 NAPKIN DISPOSAL UNIT-"..,/- 42"REAR GRAB BAR OL PROVIDE 1.28 GPF RELOCATED SANITARY TOILET PER CUT SHEETS NAPKIN DISPOSAL AL UNIT ACCESSIBLE NON-ACCESSIBLE UNISEX. UNISEX. RELOCATED SEATZ_COVER DISPENSER RELOCATED TP DISPENSER NON-ACCESSIBLE DOOR SIGN, P E S TA N A PROPERTIES ACCESSIBLE. NON-ACCESSIBLE. � SITE ACCESSIBILITY UNISEX. UNISEX. UPGRADES CUPERTINO, CA ACCESSIBLE RR WALL NON-ACCESSIBLE WALL ACCESSIBLE RR WALL NON ACCESSIBLE WALL SIGN,PER SIGN TYPES SIGN,PER SIGN TYPES SIGN,PER SIGN TYPES SIGN,PER SIGN TYPES 21760 STEVENS CREEK BLVD CUPERTINO, CA 95014 ACCESSIBLE RR DOOR ACCESSIBLE RR DOOR PARCEL#35717082 SIGN,PER SIGN TYPES NON-ACCESSIBLE RR DOOR SIGN,PER SIGN TYPES SIGN,PER SIGN TYPES PLAN NOTES: PLAN NOTES: 1. AT REMOVED LATCH LEVER HARDWARE,PROVIDE VIZILOK(RIGHT-HANDED OR LEFT-HANDED AS APPLICABLE) 1. AT REMOVED LATCH LEVER HARDWARE,PROVIDE VIZILOK(RIGHT-HANDED OR LEFT-HANDED AS APPLICABLE) PRIVACY-INDICATOR LEVER LOCK,COLOR(626)SATIN CHROME W/STAINLESS ESCUTCHEON AND AT REMOVED PRIVACY-INDICATOR LEVER LOCK,COLOR(626)SATIN CHROME W/STAINLESS ESCUTCHEON AND AT REMOVED DEADBOLT PROVIDE SCHLAGE B660P SINGLE CYLINDER DEADBOLT(INTERIOR ADA THUMB-TURN,EXTERIOR KEYED) DEADBOLT PROVIDE SCHLAGE B660P SINGLE CYLINDER DEADBOLT(INTERIOR ADA THUMB-TURN,EXTERIOR KEYED) (626)SATIN CHROME. (626)SATIN CHROME. cj�D ARC 2. SEE CUTSHEETS FOR SIGN TYPES AND ACCESSORIES. 2. SEE CUTSHEETS FOR SIGN TYPES AND ACCESSORIES. 3. SEE ACCESSIBILITY DETAILS FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS. 3. SEE ACCESSIBILITY DETAILS FOR MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS. �� ?I L. Coo" 4. PATCH AND REPAIR WALL FINISHES AS REQUIRED. 4. PATCH AND REPAIR WALL FINISHES AS REQUIRED. �`� 5. ADJUST DOOR CLOSER PRESSURE TO NOT EXCEED 5LBS.AND MAINTAIN A CLOSING SPEED OF AT LEAST 5 SECONDS 5. ADJUST DOOR CLOSER PRESSURE TO NOT EXCEED 5LBS.AND MAINTAIN A CLOSING SPEED OF AT LEAST 5 SECONDS FOR THE DOOR TO CLOSE FROM 90 DEGREES TO AN OPEN POSITION OF 12 DEGREES. FOR THE DOOR TO CLOSE FROM 90 DEGREES TO AN OPEN POSITION OF 12 DEGREES. * ` No. 33024 - 6. VERIFY METAL TYPES THAT CONTACT EACH OTHER ARE SIMILAR AND PROTECT AGAINST CORROSION FROM GALVANIC 6. VERIFY METAL TYPES THAT CONTACT EACH OTHER ARE SIMILAR AND PROTECT AGAINST CORROSION FROM GALVANIC (P EXP.6-30-23 Q ACTION AS REQUIRED. ACTION AS REQUIRED. 7. WRAP HOT,COLD,AND DRAIN PIPES UNDER SINKS TO PROTECT FROM CONTACT. 7. WRAP HOT,COLD,AND DRAIN PIPES UNDER SINKS TO PROTECT FROM CONTACT. ��� 0 OF C AL�F ENLARGED RESTROOM PLAN - SECOND FLOOR SCALE: 1/2" _ V-0 ENLARGED RESTROOM PLAN - FIRST FLOOR SCALE: 1 /2" _ V-01" A2.1 DATE JULY 167 2021 PERMIT SUBMITTAL REVISIONS REMOVE(E)TOILET,CONFIRM @ 15" REMOVE(E)PARTITION SEAT HEIGHT PRIOR TO REMOVAL AND STALL DOOR REMOVE(E)TOILET / �I MEN'S (E) WOMEN'S REMOVE(E)TP DISPENSER, I I I = SALVAGIt FOR REUSE _ \ II I _ w REMOVE(E)SEAT COVER I \ L - - - - - - - - - - - DISPENSER,SALVAGE FOR REUSE - - - - - - - - � REMOVE(E)PARTITION - - - AND STALL DOOR I REMOVE(E)TP DISPENSER REMOVE(E)SEAT COVER DISPENSER I � REMOVE(E)SANITARY NAPKIN DISPOSAL UNITS, / � - � F n � � - n I� \ SALVAGE FOR REUSE \ I REMOVE(E)PARTITION \ ji I � � � AND STALL DOOR \ I REMOVE(E)MEWS REMOVE(E)TOILET, \ _ / L I I REMOVE E '� DISPENSER, \\ I RESTROOM SIGNAGE 0 CAP(E)PLUMBING (� \ SALVAGE OR REUSE � (E)URINAL TO REMAIN, REMOVE(E) PARTITION _ _ _ _ _ _ _ _ _ _ _ _ _ VIF CLEARANCE REQ'S - J - - AND STALL DOOR REMOVE(E) PARTITION (E) WOMEN'S (E) MEN'S_ AND STALL DOOR FLOOR PLANS AND NOTES SCALE AS NOTED REMOVE(E)MEWS& WOMEN'S RESTROOM SIGNAGE DRAWN BY RA REMOVE(E)WOMEN'S RESTROOM SIGNAGE CHECKED BY RLC JOB NO. 21013.14 DEMOLITION PLAN NOTES: DEMOLITION PLAN NOTES: 1. ALL ELEMENTS TO REMAIN,UON. 1. ALL ELEMENTS TO REMAIN,IJON. A2 . 1 2. REMOVE(E)LATCH LEVER HARDWARE AND(E)DEADBOLT,SEE PLAN NOTES FOR DOOR HARDWARE. 2. REMOVE(E)LATCH LEVER HARDWARE AND(E)DEADBOLT,SEE PLAN NOTES FOR DOOR HARDWARE. 3. SEE A0.1 FOR GENERAL NOTES. 3. SEE A0.1 FOR GENERAL NOTES. TITLE ENLARGED RESTROOM DEMOLITION PLAN - SECOND FLOOR SCALE: 1/2" _ V-011 A2.1 ENLARGED RESTROOM DEMOLITION PLAN - FIRST FLOOR SCALE: 1 /2" _ V-011 A2.1 ©COOLEY ARCHITECTURAL CORPORATION