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MOUNTING OPTIONS: <br />1.SIGN CAN BE INSTALLED ON WALL USING ANCHOR <br />SYSTEM MATCHING WALL TYPE. <br />2.SIGN CAN BE POLE MOUNTED PER <br />SPECIFICATIONS IN POST MOUNTED SIGN DETAILS. <br />SIGN MATERIAL: ALUMINUM <br />A501.1617 TESLA EV STALL PARKING SIGN - VAN ACCESSIBLE RA <br />TESLA EV STALL PARKING SIGN - VAN ACCESSIBLE <br />NTS <br />12"12"12"12"12"12"12" <br />18" <br />1/2" RADIUS SIGN <br />CORNER <br />WHITE SYMBOL <br />WHITE TEXT <br />VAN <br />ACCESSIBLE <br />DESIGNED FOR <br />DISABILITY ACCESS - <br />USE LAST <br />WHITE TEXT <br />6" <br />SOLID FEDERAL BLUE <br />#15090 IN FED <br />STANDARD 595C <br />BACKGROUND PAINT <br />60" MIN <br />A.F.F. <br />SIGN TO HAVE <br />REFLECTIVE FINISH <br />B <br />A501.1603 BOLLARD MOUNTED ACCESSIBLE EV SIGN DETAIL RB <br />EV MINI REBOUNDING BOLLARD MOUNTED EV SIGN <br />NTS <br />REBOUNDING BOLLARD <br />PRE-ASSEMBLED WITH <br />PRE-CAST SUPERCHARGER <br />FOUNDATION, PER <br />STRUCTURAL <br />3' <br />NOTE: SIGNAGE MUST BE <br />PLACED WITHIN THE <br />PROJECTED HEAD END OF THE <br />PARKING SPACE <br />IN CALIFORNIA, ISA SIGNAGE <br />PER CBC 11B-812.8 <br />80 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />T <br />O <br /> <br />B <br />O <br />T <br />T <br />O <br />M <br /> <br />O <br />F <br />AN <br />Y <br /> <br />S <br />I <br />G <br />N <br /> <br />F <br />R <br />E <br />E <br />S <br />T <br />A <br />N <br />D <br />I <br />N <br />G <br />IN <br /> <br />C <br />I <br />R <br />C <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />A <br />T <br />H <br />S <br />72 <br />" <br /> <br />T <br />Y <br />P <br />. <br /> <br />- <br /> <br />N <br />O <br />T <br /> <br />L <br />O <br />C <br />A <br />T <br />E <br />D <br /> <br />I <br />N <br /> <br />C <br />I <br />R <br />C <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />A <br />T <br />H <br />S <br />BOLTED OR <br />WELDED CAP <br />ACCESSIBLE SIGN & <br />DESIGNED FOR DISABLED <br />ACCESS - USE LAST SIGN <br />PER PLAN & PER B <br />EV PARKING SIGN, IF <br />REQUIRED PER PLAN <br />18" <br />12" <br />2" X 2" SQUARE POWDER <br />COATED GRAY HSS TUBE <br />SIGN POST, ONLY <br />REQUIRED WHEN SIGNS <br />ARE REQUIRED <br />EPOXY BEAD BETWEEN <br />POST & SIGN <br />3/8" DIA. ALUMINUM <br />SECURITY PIN BOLT <br />RIVET W/ 3/4" DIA. DOME <br />HEAD FLANGE & .330" <br />GRIP LENGTH <br />A <br />4" WHITE <br />BORDER AT <br />AISLE AND <br />PARKING, <br />TYP. <br />18' <br />MIN <br />EV CHARGING <br />ONLY <br />VAN ACCESSIBLE <br />12' MIN <br />CODE COMPLIANCE: <br />STALL SPECIFICATIONS PER CBC 11B-812.6 <br />SURFACE MARKINGS PER CBC 11B-812.9 <br />ACCESS AISLE PER CBC11B-812.7 <br />A501.1612 EV CHARGE ACCESSIBLE STALLS - VAN & STANDARD RA <br />NO <br />PARKING <br />5' MIN <br />36" <br />MAX <br />NTS <br />EV CHARGING <br />ONLY <br />STD ACCESSIBLE <br />9' MIN <br />4" WHITE 45° LINES AT 36" <br />O.C. MAX. TYP. MATCH <br />EXISTING ANGLE <br />ORIENTATION WHERE <br />APPLICABLE <br />SIGN PER <br />PLAN, TYP. <br />NOTES: <br />MAX.SLOPE 1:48 AT STALL AND AISLE IN ALL DIRECTIONS,TYP. <br />ALL DIMS ARE TO CENTERLINE OF STRIPING <br />WHITE LETTERING 12" MIN <br />HEIGHT, TYP. <br />ACCESSIBLE EV CHARGE STALLS <br />VAN & STANDARD - CBCG <br />I <br />48" MAX. TO TOP <br />OF LOOP HANDLE <br />ATTACHMENT <br />A501.1639 V4 LOOP HANDLE ACCESSIBILITY DETAIL <br />V4 LOOP HANDLE ACCESSIBILITY DETAIL <br />NTS <br />FINISHED GRADE <br />V4 TESLA <br />SUPERCHARGER <br />POST <br />(N) LOOP HANDLE <br />ATTACHMENT <br />OPERABLE PART <br />A501.1633 WALKWAY PAVEMENT DETAIL RB <br />WALKWAY PAVEMENT DETAIL <br />NTS <br />4" MIN. THICK <br />CONCRETE W/ 6x6 <br />WWF-W1.4/1.4 @ MID <br />SLAB <br />PER PLAN <br />COMPACTED <br />SUBGRADE <br />4" MIN. AGGREGATE <br />SUBBASE COMPACT TO <br />95% STANDARD <br />PROCTOR DENSITY <br />1/2" <br />FLUSH LEVEL CONNECTION <br />@NEW OR EXISTING PAVED <br />SURFACES <br />1/2" <br />@TURF <br />NOTES: <br />1.EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK <br />ABUTS CONCRETE DRIVEWAYS, CURB, OR OTHER <br />ADJACENT STRUCTURES. <br />2.1/2" BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT <br />EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE <br />FULL DEPTH OF THE CONCRETE. <br />3.1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT <br />INTERVALS OF APPROXIMATELY 15' OR AT A SPACING <br />THAT MATCHES THE ADJACENT CURB. <br />4.FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH <br />A TOOL HAVING A 1/4" RADIUS. <br />5.SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE <br />SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR <br />MATCH SCORED JOINTS OF ADJACENT CURB. <br />6.CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, <br />STEEL TROWEL AND BROOMED WITH FINE BRUSH IN A <br />TRANSVERSE DIRECTION. <br />7.1/4" DEEP SCORED JOINTS (TYP) SHALL BE SPACED AT 6' <br />OR EQUAL TO SIDEWALK WIDTH. <br />8.60' MAX SPACING BETWEEN EXPANSION JOINTS. <br />C <br />SEAL WITH <br />EMULSIFIED <br />ASPHALT <br />ASPHALT <br />PAVEMENT SECTION <br />TO MATCH EXISTING <br />TACK <br />COAT <br />PRIME COAT <br />3" <br />ORIGINAL SAW CUT FOR <br />DEMOLITION <br />6" <br />3" <br />NEW PAVEMENT EXISTING PAVEMENT <br />SAW CUT EXISTING <br />PAVEMENT TO DEPTH <br />OF NEW SURFACE <br />COURSE PRIOR TO <br />FINISH PAVING <br />COMPACTED <br />SUBGRADE <br />COMPACTED <br />GRADED <br />AGGREGATE <br />BASE <br />A501.1600 NEW AND EXISTING ASPHALT PAVEMENT JOINT DETAIL RA <br />NEW/EXISTING ASPHALT PAVEMENT JOINT DETAIL <br />NTSF <br />NOTE: <br />1. ASPHALT PAVEMENT SECTION DESIGN AND CONSTRUCTION <br />SHALL COMPLY WITH THE INFORMATION PRESENTED IN THE <br />AVAILABLE GEOTECHNICAL EVALUATION REPORT, OR MATCH <br />EXISTING PAVEMENT SECTION. <br />2. MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE <br />CALTRANS STANDARD SPECIFICATIONS, LATEST VERSION; <br />SECTION 39, HOT MIX ASPHALT(HMA). <br />3. PRIME COAT SHALL BE APPLIED TO ALL SUBBASE SURFACES <br />PRIOR TO PLACING ASPHALT PAVEMENT. <br />4. TACK COAT SHALL BE APPLIED TO ALL ABUTTING ASPHALT <br />PAVEMENT AND CONC. PAVEMENT SURFACES, PRIOR TO <br />PLACING ASPHALT PAVEMENT. <br /> COMPACTED GRADED <br />AGGREGATE BASE <br />HMA SURFACE COURSE <br />HMA BASE COURSE <br />COMPACTED SUBGRADE <br />PRIME COAT <br />A501.1613 ASPHALT PAVEMENT SECTION RA <br />ASPHALT PAVEMENT SECTION DETAIL <br />NTS <br />TACK COAT <br />E <br />A501.1607 CONCRETE CURB DETAIL RA <br />HEADER CURB <br />NTS <br />6" <br />14" <br />1/2" AT TURF, <br />2" AT PLANTER <br />6" <br />STEEL TROWEL FINISH CONC. CURB W/ 1/2" ROUNDED EDGES <br />(PROVIDE EXPANSION JOINT AT 45'-0" O.C. MAX. - TOOLED <br />JOINTS AT 15'-0" O.C. MAX.) <br />FOR CONCRETE PAVING ALIGN JOINTS WITH CONCRETE <br />PAVING JOINTS. <br />6" MIN. COMPACTED <br />GRADED AGGREGATE BASE10"6"6" <br />6" <br />NOTE: CONTRACTOR SHALL ASSESS EXISTING CURB AND INSTALL PROPOSED <br />CURB TO MATCH AHJ STANDARDS IF ANY <br />D <br />TOP VIEW <br />BOTTOM VIEW <br />CONCRETE SURFACES: ANCHOR WITH (4) <br />MANUFACTURER PROVIDED CONCRETE ANCHORS <br />LANDSCAPE AREAS: ANCHOR WITH (4) MIN. 12" <br />LONG J-HOOK REBAR ANCHORS <br />3'-6" <br />NTS <br />2'-4" <br />Ø0.5" <br />ANCHOR <br />HOLE <br />(TYP.) <br />11" <br />8.73" <br />S501.1642 TRASH BIN DETAIL RA <br />(E) CONCRETE <br />SLAB OR <br />LANDSCAPE <br />FRONT <br />VIEW <br />TRASH & RECYCLING BIN DETAIL <br />NOTE: <br />TRASH & RECYCLING BINS TO BE PROVIDED <br />BY TESLA <br />RECYCLE <br />ONLY USE BLUE BIN W/ <br />"RECYCLE" TEXT & <br />SYMBOLS IN <br />LOCATIONS INDICATED <br />ON SITE PLAN (IF ANY) <br />H A <br />NOTE: TACTILE WARNING SURFACE TILE WITH <br />TRUNCATED DOMES AND BEVELED EDGES, <br />CONFORMING TO ADA & CBC REQUIREMENTS. <br />COLOR YELLOW AND APPROXIMATE 33538 OF <br />SAE AMSSTD-595A. SURFACE APPLIED TO (E) <br />PAVING WITH ADHESIVE, PERIMETER FASTENERS, <br />AND CAULK PER MANUFACTURERS <br />INSTRUCTIONS. <br />2.3"-2.4" <br />2.3"-2.4" <br />.9"-.92" <br />.45" <br />- <br />.47" <br />.2" .135" <br />12 <br />CROSS SECTION, TYP. <br />TILE JOINT FLUSH <br />TRANSITION <br />2.3"-2.4" <br />A501.1601 TRUNCATED DOMES DETAIL RA <br />TACTILE SURFACE TILE W/ TRUNCATED DOMES <br />NTS <br />- <br />- <br />.65" MIN <br />J <br />1"12"0 <br />PROPRIETARY AND CONFIDENTIAL <br />ABCDEFGH <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />DA <br />T <br />E <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />ORIGINAL SIZE 24"X36" <br />SHEET SIZE ARCH "D" <br />3500 DEER CREEK RD. <br />PALO ALTO, CA 94304 <br />(650) 681-5000 <br />02 <br />. <br />1 <br />0 <br />. <br />2 <br />6 <br />A <br />20 <br />2 <br />5 <br /> <br />C <br />O <br />D <br />E <br /> <br />& <br /> <br />O <br />V <br />E <br />R <br />A <br />L <br />L <br /> <br />P <br />L <br />A <br />N <br />03 <br />. <br />2 <br />3 <br />. <br />2 <br />6 <br />B <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />D <br />E <br />P <br />A <br />R <br />T <br />M <br />E <br />N <br />T <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />T <br />25 <br />2 <br />5 <br /> <br />N <br />O <br />R <br />T <br />H <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> 92 <br />7 <br />0 <br />5 <br />, <br /> <br />U <br />S <br />DETAILS <br />A-501 <br />REV: B IFP <br />MCARMONADIAZPLOT DATE: 4/21/2026 2:56 PM <br />JB-9275533-00 <br />  <br />TE <br />S <br />L <br />A <br /> <br />S <br />U <br />P <br />E <br />R <br />C <br />H <br />A <br />R <br />G <br />E <br />R <br />_ <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />16 <br /> <br />S <br />U <br />P <br />E <br />R <br />C <br />H <br />A <br />R <br />G <br />E <br />R <br />S <br />B <br />04/21/2026