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PW-ENCDRWY-2403198
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2024
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PW-ENCDRWY-2403198
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Last modified
4/7/2025 8:47:37 AM
Creation date
4/7/2025 8:45:30 AM
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Permits_Development_Driveway
DocName
PW-ENCDRWY-2403198
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2024
Location
N. Thornton Road near Capitol Ave.
Driveway Type
Commercial
Address
3500 Deer Creek Road, Palo Alto, CA 94304
Application
Tesla
Project #
PWP110005
Type
Driveway Encroachment
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EV CHARGING <br />ONLYPLAN VIEWCONDUIT ENTRY(N) UTILITY BOLLARD (TYP. ),PER UTILITY DESIGN, REF. S-501(N) TRANSFORMER PAD, PROVIDEDBY UTILITY, PER UTILITY DESIGNNOTE: PAD AND EQUIPMENTINSTALL NOT PART OF THISSUBMITTALFUTURE BUS DUCT, PER UTILITY DESIGN4'X4' SPACE FOR FUTUREGROUNDING TRANSFORMERPAD(FUTURE) SUPERCHARGERSWITCHBOARD PAD FORPHASE 2 , REF S-501NOTE: PAD ANDEQUIPMENT INSTALLNOT PART OF THISSUBMITTAL(N) SUPERCHARGER SWITCHBOARDPAD, REF S-501(N) MCCUE BOLLARD (TYP. 9),REF S-501(N) TRANSFORMER PAD,PER UTILITY DESIGN(N) BUS DUCT, PERUTILITY DESIGN(N) TESLA SUPERCHARGER POST,(TYP. 16), REF S-501(N) PRE-ASSEMBLED SUPERCHARGERUNIT, (TYP. 4), REF. S-501(N) PMI, PER UTILITYDESIGN(E) FENCE(FUTURE) CANOPY MOUNTED PV ARRAYMIN. HEIGHT AGL = 13'-6"(FUTURE)CABINET-MOUNTEDPV INVERTER (IN-1)(FUTURE) RACK MOUNTEDLOAD CENTER (LC-1)28'-334"6'-438"7'-5"19'-6"9'-9"21'-6"22'-2"23'-6"4'-8"21'-2"3'-5"5'TYP.10'P.U.E4'4'(N) SUPERCHARGER SWITCHBOARD, REF S-501(N) MEGAPACK 2 PAD FOR PHASE 2,REF S-502. NOTE: MEGAPACK 2 INSTALLNOT PART OF THIS SUBMITTAL. ONLYMEGAPACK PAD WILL BE INSTALLED INTHIS SUBMITTAL5'-8"8'(E) PROPERTY LINE9'-6"(E) SIDEWALK8'-1"7'-4"3'-6"SPACE FOR FUTURELINE REACTOR(N) REMOVABLE BOLLARD (TYP. 3),REF S-5014'3'17'-6"3'-1"3'2'-9"2'-8"2'-8"3'-1"1'-10"3'-6"5'-8"4'-8"4'-5"18'-8"17'-8"5'5'3'-11"(N) LIGHT POLE FOUNDATION,(TYP. 5), REF. S-502(FUTURE) PMI, PERUTILITY DESIGNSITE LEGENDSTRUCTURAL SITE PLAN1/4" = 1'-0"NSEWSTRUCTURALDESIGN CRITERIA:(EQUIPMENT ONLY)DESIGN CODE:- 2022 CBCDESIGN CRITERIA:1. WIND DESIGN- DESIGN WIND SPEED = 93 MPH(ULTIMATE)- RISK CATEGORY = II- WIND EXPOSURE = C2. SEISMIC DESIGN- RISK CATEGORY = 1.0- SEISMIC IMPORTANCE FACTOR = 1.0- S_S = 0.719 g, S_1 = 0.285 g- SITE CLASS = D- S_DS = 0.587 g, S_D1 = 0.386 g- SEISMIC DESIGN CATEGORY = D- BASIC SEISMIC-FORCE-RESISTINGSYSTEM = NON-STRUCTURALCOMPONENT- R = 2.5 / a_p = 1.03. GROUND SNOW LOAD = 0 PSF01'4'8'2'NOTES:1. PAD EXTENTS AND FOOTING TO BECONFIRMED BY CONTRACTOR PRIOR TOCONSTRUCTION.2. SWITCHBOARD DIMENSIONS ANDANCHOR LOCATIONS ARE LIABLE TOCHANGE. CONTRACTOR TO VERIFYAGAINST VENDOR FINAL SHOPDRAWINGS.3. UTILITY EQUIPMENT/FOUNDATIONDIMENSIONS AND LOCATIONS PERUTILITY. CONTRACTOR TO VERIFYAGAINST EXECUTED UTILITY DESIGN.4. UTILITY BOLLARDS PER UTILITYREQUIREMENTS. CONTRACTOR TOVERIFY AND COORDINATE WITH UTILITYON LOCATION, QUANTITY, AND SPECS.(N) FULL DEPTH ASPHALT(N) UTILITY BOLLARDSERVICE SIDE(N) CHARGE POST(N) REMOVABLE BOLLARD(N) MCCUE BOLLARD1"12"0PROPRIETARY AND CONFIDENTIALABCDEFGH123456DATENO.REVISIONORIGINAL SIZE 24"X36"SHEET SIZE ARCH "D"3500 DEER CREEK RD.PALO ALTO, CA 94304(650) 681-50003/27/2024A ARCH SITE PLAN COMMENTS10/18/2024B CIVIL AND BUILDING COMMENTS14700 THORNTON RDLODI, CA 95242, USENLARGEDSITE PLANS-301REV: B IFPMVANDERWALPLOT DATE: 10/25/2024 9:29 a. m.JB-9528024bTESLA SUPERCHARGER_LODI, CAPHASE 1: 16 SUPERCHARGERSYoo Jin KimDigitally signed by Yoo Jin Kim Date: 2024.10.28 11:06:44 -07'00'
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