Laserfiche WebLink
EV CHARGING <br />ONLY <br />NO <br />PARKING <br />EV CHARGING <br />ONLY <br />(N) SUPERCHARGER CABINET, <br />(TYP. 2), REF. B/S-501 <br />(N) SUPERCHARGER CABINET <br />CAST IN PLACEPAD, REF. A/S-501 <br />(N) SUPERCHARGER <br />SWITCHBOARD, REF. E/S-501 <br />(N) SUPERCHARGER SWITCHBOARD <br />CAST IN PLACE PAD, REF. A/S-501 <br />(N) LIGHT POLE FOUNDATION, REF. C/S-501 <br />(N) ACCESS POINT MOUNTED ON <br />LIGHT POLE, REF. C/S-501 <br />(N) UTILITY BOLLARD, (TYP. 6), <br />PER UTILITY DESIGN <br />(N) EV MINI REBOUNDING <br />BOLLARD, (TYP. 12), REF. S-502 <br />(N) TRANSFORMER PAD, <br />PER UTILITY DESIGN <br />(N) RECYCLE/ TRASH BIN, PER <br />ARCHITECTURAL <br />(N) PRE-ASSEMBLED SUPERCHARGER UNIT - <br />(1) V4 CABINET, (8) POSTS & (1) ENCLOSED <br />CIRCUIT BREAKER, REF. A/S-502 <br />5'12'9'9' <br />TYP. <br />18' <br />TYP. <br />4'-7" <br />1" <br />4'-10" <br />5' <br />TYP. <br />5' <br />TYP. <br />12'-2" <br />5'-7" <br />12'-2" <br />1'-9" <br />4'-6" <br />3' <br />13'-8" <br />5'-1"23'-10" <br />2'-2" <br />27' <br />4' <br />TYP. <br />3' <br />TYP. <br />(N) HOUSEKEEPING PAD <br />(N) SUPERCHARGER POST W/ PLP <br />FOUNDATION, (TYP. 2), REF. C/S-502 <br />(N) SUPERCHARGER POST W/ <br />CAST IN PLACE FOUNDATION, <br />(TYP. 6), REF. B/S-502 <br />(N) PAYMENT KIOSK, REF. E/S-502 <br />1'-6" <br />3'4'-7" <br />11'-2" <br />(N) FIXED BOLLARD, (TYP. 7), REF. F/S-501 <br />2' <br />19'-11" <br />4'-2"5'-2" <br />INSTALL 10'X12' PRECAST SLAB <br />BOX FOR 3Ø PAD-MOUNTED <br />TRANSFORMER (UP TO 5,000 <br />kVA) PER SOUTHERN <br />CALIFORNIA EDISON (SCE) <br />UNDERGROUND STRUCTURES <br />STANDARDS SS 535 (EFFECTIVE <br />DATE: 07-26-2019), REF. S-601. <br />TRANSFORMER INSTALLATION, <br />CONNECTION AND <br />ENERGIZATION ARE THE SOLE <br />RESPONSIBILITY OF SCE <br />(N) TACTILE SURFACE TILE W/ TRUNCATED <br />DOMES, PER ARCHITECTURAL <br />STRUCTURAL <br />DESIGN CRITERIA: <br />DESIGN CODE: <br />- 2025 CBC <br />DESIGN CRITERIA: <br />1. WIND DESIGN <br />- DESIGN WIND SPEED = 95 MPH <br />(ULTIMATE) <br />- RISK CATEGORY = II <br />- WIND EXPOSURE = C <br />2. SEISMIC DESIGN <br />- RISK CATEGORY = II <br />- SEISMIC IMPORTANCE FACTOR = 1.0 <br />- SITE CLASS = D <br />- Ss = 1.51 / S1 = 0.5 <br />- Sds = 1.19 / Sd1 = 0.8 <br />- SEISMIC DESIGN CATEGORY = D <br />- BASIC SEISMIC-FORCE-RESISTING <br />SYSTEM = NON-STRUCTURAL <br />COMPONENT <br />- R_po = 1.5 / C_AR = 1.0 <br />3. GEOTECHNICAL INFORMATION <br />- ALLOWABLE BEARING PRESSURE = <br />1,500 PSF USED FOR EQUIPMENT <br />FOUNDATION <br />4. SNOW LOAD <br />- GROUND SNOW LOAD = 0 PSF <br />ENLARGED STRUCTURAL SITE PLAN <br />3/16" = 1'-0" <br />N <br />S <br />EW <br />SITE LEGEND <br />0 1'12'8'4' <br />NOTES: <br />1. PAD EXTENTS AND FOOTING TO BE <br />CONFIRMED BY CONTRACTOR PRIOR TO <br />CONSTRUCTION. <br />2. SWITCHBOARD DIMENSIONS AND <br />ANCHOR LOCATIONS ARE LIABLE TO <br />CHANGE. CONTRACTOR TO VERIFY <br />AGAINST VENDOR FINAL SHOP <br />DRAWINGS. <br />3. UTILITY EQUIPMENT/FOUNDATION <br />DIMENSIONS AND LOCATIONS PER <br />UTILITY. CONTRACTOR TO VERIFY <br />AGAINST EXECUTED UTILITY DESIGN. <br />4. UTILITY BOLLARDS PER UTILITY <br />REQUIREMENTS. CONTRACTOR TO <br />VERIFY AND COORDINATE WITH UTILITY <br />ON LOCATION, QUANTITY, AND SPECS. <br />(N) SUPERCHARGER POST <br />(E) PROPERTY LINE <br />(N) FIXED BOLLARD <br />(N) CONCRETE CURB <br />(N) EV MINI REBOUNDING <br />BOLLARD SIGN <br />(N) CONCRETE PAVING <br />(N) UTILITY BOLLARD <br />(N) POLE-MOUNTED LIGHT <br />FIXTURE <br />(N) EV MINI REBOUNDING <br />BOLLARD <br />(N) FULL DEPTH ASPHALT <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 />ENLARGED <br />SITE PLAN <br />S-301 <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 />B <br />B <br />B <br />Yoo Jin <br />Kim <br />Digitally signed by <br />Yoo Jin Kim <br />Date: 2026.04.22 <br />11:32:31 -07'00'