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V4 POST PLP FOUNDATION - FLUSH W/ CONCRETE BEHIND <br />NTS <br />PLP FOUNDATION <br />BASE <br />11" <br />11"11" <br />6" <br />25" <br />CABLE OR <br />CONDUIT WINDOW <br />(E) NATIVE SOIL <br />C <br />(N) CONCRETE <br />(N) ASPHALT, REF <br />TO DETAIL E/A-501 <br />(E) ASPHALT <br />PAVEMENT <br />(N) ASPHALT <br />JOINT, REF TO <br />DETAIL F/A-501 <br />6" MIN DEPTH & 11" MIN WIDTH <br />ON ALL SIDES OF 95% <br />COMPACTED CLASS 2 <br />AGGREGATE <br />11" <br />TOP VIEW BELOW <br />PAVEMENT <br />3'-2" <br />4' <br />ANGLED VIEW <br />CABLE OR <br />CONDUIT <br />WINDOW FOUNDATION <br />BASE <br />11" <br />FRONT VIEW SIDE VIEW <br />SEE SITE PLAN FOR EXTENTS <br />OF ASPHALT REQUIRED <br />(N) CONCRETE <br />6'-4 12" <br />2'-234" <br />V4 TESLA <br />SUPERCHARGER POST <br />WEIGHT: 198 LBS <br />TESLA SUPERCHARGER <br />HANDLE (MAX. 48" <br />HEIGHT FOR ACCESSIBLE <br />CHARGE POSTS) <br />NO OTHER EQUIPMENT OR FOUNDATION <br />TO BE IN GRAVEL OFFSET <br />PROVIDE 60% MIN. (16" FROM THE BOTTOM) FILL <br />INSIDE WITH COMPACTED CLASS 2 AGGREGATE <br />95% COMPACTED <br />CLASS 2 AGGREGATE <br />TRAFFIC-RATED <br />SMC LID <br />(4) 5/8" DIA A307 HDG THROUGH BOLT AND <br />WASHER <br />EV MINI BOLLARD USING (3) 3/8" DIA <br />A307 HDG THROUGH BOLT <br />V4 SUPERCHARGER POST CAST-IN-PLACE FOUNDATION <br />NTSS501.1369 CIP SINGLE POST FOUNDATION RA <br />334" <br />334" <br />2'-234" <br />NATIVE <br />SOIL <br />(2) #5 <br />CONTINUOUS <br />REBAR AT T&B <br />(N) CIP PAD FLUSH <br />WITH (E) PAVEMENT <br />NATIVE SOIL <br />(E) GRADE @ ACCESSIBLE <br />EV CHARGE POSTS <br />BOLLARD <br />W/OPTIONAL <br />SIGN ANCHORS <br />OPTIONAL EV MINI <br />REBOUNDIN BOLLARD <br />6" <br />1'-6" <br />V4 <br />SUPERCHARGER <br />POST (REAR <br />VIEW) <br />9' <br />2' <br />FRONT VIEW SIDE VIEW <br />TOP <br />VIEW <br />30° <br />6" <br />1'-6" <br />6" MIN. COMPACTED <br />CLASS 2 AGGREGATE <br />BASE <br />(3) 1/2" DIA SS HILTI <br />KWIK-BOLT TZ2 WITH <br />2.5" MIN EMBEDMENT <br />AND MIN 4.5" FROM <br />EDGE OF PAD <br />V4 TESLA <br />SUPERCHARGER POST <br />WEIGHT: 198 LBS <br />TESLA SUPERCHARGER <br />HANDLE (MAX. 48" HEIGHT FOR <br />ACCESSIBLE CHARGE POSTS) <br />(N) V4 TESLA SUPERCHARGER POST <br />#4 @ 12" O.C. <br />V4 SERCHARGER POST <br />(FRONT VIEW) <br />(4) 1/2" DIA SS HILTI KWIK-BOLT TZ2 WITH <br />3.75" MIN. EMBEDMENT PER ESR-4266, <br />OR (4) 1/2" DIA SS THREADED ROD WITH <br />HILTI HIT-HY 200 V3 ADHESIVE ANCHOR <br />SYSTEM WITH 4" EMBEDMENT PER <br />ESR-4868, OR APPROVED EQUAL. <br />9' <br />1' <br />2' <br />5 12"4" MIN. <br />6'-4 12" <br />3'-6"2'3'-6" <br />B <br />TOP <br />9' <br />2" <br />11'-5" <br />6'-2 14"14'-10'' TYP. <br />A <br />SIDE <br />S501.1460 V4 PSU FU - FISHBONE - METAL FOUNDATION DETAIL RA <br />FRONT <br />6'-31316" <br />10"6" <br />MIN. <br />FINISHED <br />GRADE <br />FINISHED <br />GRADE <br />NTS <br />V4 PRE-ASSEMBLED SUPERCHARGER FOLDING UNIT FISHBONE METAL DETAIL <br />D <br />- <br />4' <br />MIN. <br />SEE CUTSHEETS FOR ADDITIONAL INFORMATION. <br />APPROXIMATE COMPONENT WEIGHTS: <br />CABINET = 2,420 LBS <br />POST = 198 LBS (EACH) <br />LIGHT POLE + WIFI = 150 LBS MAX (EACH) <br />METAL SKID = 6,700 LBS <br />TOTAL UNIT WEIGHT: 11,004 LBS <br />- SUPERCHARGER CABINET, CHARGEPOSTS, AND LIGHT POLES <br />ARE ANCHORED WITH (4) 5/8'' DIAM. A325 GALV. THRU BOLTS INTO <br />STRUCTURAL FRAMING OF METAL SKID. <br />12' <br />MAX <br />OPTIONAL <br />WIFI SUPERKIT <br />LIGHT POLE FIELD INSTALLED, <br />DESIGNED BY OTHERS <br />TOP OF PSU FLUSH WITH ADJACENT <br />GRADE. POSITIVE DRAINAGE IN ALL <br />DIRECTIONS REQUIRED. <br />SEE GRADING PLAN.EV MINI <br />REBOUNDING <br />BOLLARD, TYP. <br />OFFSET <br />BOLLARD, TYP. <br />V4 SUPERCHARGER <br />CABINET <br />CABINET SECTION <br />OF METAL SKID <br />6" MIN 95% RELATIVE COMPACTED CLASS <br />2 AGGREGATE BASE. METAL SKID SHALL <br />MAINTAIN A CROSS SLOPE OF 1-2% AND A <br />LONGITUDINAL SLOPE OF 0-5% <br />METAL SKID <br />NATIVE SOIL <br />SUPERCHARGER <br />HANDLE <br />(2) OPTIONAL TRASH/RECYCLE BIN, <br />WITH (4) 0.5" DIAM. THRU BOLTS TO <br />SKID TOP PLATE <br />V4 SUPERCHARGER POST, <br />TYP. 8 <br />D PSU WITH NO BALLASTING <br />NTS <br />NOTE: <br />NO BALLAST IS REQUIRED FOR DESIGN WIND SPEED (3 SEC. GUST) 113 MPH <br />MAX. FOR SKID WITH LIGHT POLES AND 117 MPH FOR SKID WITHOUT LIGHT <br />POLES & DESIGN SEISMIC ACCELERATION, Sds = 2.5 MAX. <br />WING AND FOLDING <br />SECTIONS OF METAL SKID <br />WIREWAY <br />OPENING, <br />TYP. <br />S501.1414 V4 PSU FU - METAL FOUNDATION BALLASTING RA <br />E <br />560009 <br />PAYMENT KIOSK PLP FOUNDATION <br />NTS <br />SIDE VIEWFRONT VIEW <br />25" <br />18" <br />11"11" <br />25" <br />6" <br />11" <br />11" <br />18" <br />11" <br />6" MIN DEPTH & 11" MIN WIDTH <br />ON ALL SIDES OF 95% <br />COMPACTED CLASS 2 <br />AGGREGATE <br />(E) NATIVE SOIL <br />(4) 3/8" DIA GALVANIZED <br />THROUGH BOLT. <br />CONDUIT WINDOW <br />PROVIDE 60% MIN. (16" FROM THE BOTTOM) FILL <br />INSIDE WITH COMPACTED CLASS 2 AGGREGATE <br />(N) CONCRETE <br />PAVEMENT, REF <br />WALKWAY PAVEMENT <br />DETAIL <br />TOP VIEW BELOW <br />PAVEMENT <br />ANGLED VIEW <br />CONDUIT <br />WINDOW <br />FOUNDATION <br />BASE <br />TRAFFIC-RATED <br />SMC LID <br />95% COMPACTED CLASS 2 <br />AGGREGATEGRAVEL <br />BELOW PAVEMENT <br />18"18"11" <br />(N) CONCRETE <br />PAVEMENT, REF <br />WALKWAY <br />PAVEMENT DETAIL <br />(E) NATIVE SOIL <br />PLP FOUNDATION BASE6" <br />3'-5"3'-4" <br />(N) TESLA <br />PAYMENT KIOSK <br />PAYMENT DEVICE (MAX. 48" <br />HEIGHT FOR ACCESSIBLE <br />CHARGE POSTS) <br />6.8" <br />TESLA KIOSK WEIGHT : 31LBS <br />(N) INSET SIGNAGE <br />3.68" <br />AC/DC CONDUIT WINDOWS IN PSU TO MATCH <br />(OR EXCEED) CABINET'S, REF. CABINET DETAIL <br />DC AC <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 />B <br />U <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 /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />, <br /> <br />U <br />S <br />STRUCTURAL <br />DETAILS <br />S-502 <br />REV: B IFP <br />MHANNOUNPLOT DATE: 4/22/2026 11:39 AM <br />JB-9275533-00 <br />Ơ <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 />S <br />A <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 />Yoo Jin Kim <br />Digitally signed by Yoo <br />Jin Kim <br />Date: 2026.04.22 <br />11:32:11 -07'00'