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S501.623 MEGAPCK 2 FOUNDATION - CONCRETE PAD SIDE VIEW REMEGAPACK 2 FOUNDATION - CONCRETE PAD SIDE VIEWC(E) GRADECONCRETE SLAB8" 6"5'-678"434"434"ANCHORAGEBRACKET6" MIN., 95% RELATIVE COMPACTEDCLASS 2 AGGREGATE BASE#5 REBAR @ 16"O.C.T&B IN EACH WAY.REBAR PLACEMENT SHOULD AVOIDANCHOR LOCATIONSREQUIREDMIN. 2% TOP OF SLABSLOPE DOWN TOMEGAPACK FRONTDIRECTION FORDRAINAGE BEFORECONCRETE POUR.6" FROM FACE OF DOOR1" DIA SS HILTI KWIK-BOLT TZ2WITH 5.75" MIN EFFECTIVEEMBEDMENT PER ESR-4266, ORAPPROVED EQUALMEGAPACK MUST BE SLOPED 2%DOWNWARDS FROM BACK OF MEGAPACKTO FRONT TO ALLOW POSITIVE DRAINAGETOWARD THE FRONT.4"MEGAPACK FRONT5'-112"FACE OF DOOR150SLOPE 1:508'-258"5'-234"6'-438"3"3"3"3"1/2"=1'-0"MEGAPACK OUTLINE(UNDER SEPARATE PERMIT)MEGAPACK 2 FOUNDATION - CONCRETE PAD FRONT VIEW(E) GRADE12"1/2"=1'-0"23'-912"6"S501.622 MEGAPACK 2 FOUNDATION - CONCRETE PAD FRONT VIEW RB MEGAPACKOUTLINE(UNDERSEPARATEPERMIT)B1/2"=1'-0"MEGAPACK 2 FOUNDATION CONCRETE PAD PLAN VIEWC-B-5'-112"3'-538"4'-738"4'-812"4'-914"4'-4"1'-1078"3'-1112"4'-114"4'-812"4'-914"3'-934"CONDUIT WINDOWCONDUIT PASS THROUGHANCHORAGE,TYP. OF 10(5 IN FRONT; 5 IN REAR )FOR SINGLE PACK LAYOUT23'-938"5'-678"6'-438"6"S501.621 MEGAPACK 2 FOUNDATION CONCRETE PAD PLAN VIEW RD(N) ANCHOR BRACKETS TORECEIVE ANCHORS (TYP. OF 10)MEGAPACK OUTLINE(UNDER SEPARATE PERMIT)FOUNDATION OUTLINEAMEGAPACK 2 CONDUIT DETAIL - ON FOUNDATION SLAB1/2"=1'-0"FOUNDATION OUTLINEMEGAPACK OUTLINE(UNDER SEPARATE PERMIT)CONDUIT WINDOWCONDUIT PASSTHROUGHE511.701 MEGAPACK 2 CONDUIT DETAIL ON FOUNDATION SLAB - PLAN VIEW DETAIL RB10'1'-5"6"1'-3"1'-3"1'-8"2'-2"DWeight = 67,250 lbs. max.Weight = 67,250 lbs. max.1"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, USSTRUCTURALDETAILSS-502REV: B IFPMVANDERWALPLOT DATE: 10/25/2024 9:29 a. m.JB-9528024TESLA SUPERCHARGER_LODI, CAPHASE 1: 16 SUPERCHARGERSS501.130 24 INCH DIAMETER 6 FOOT POURED PIER DETAIL RB NTS(4) #4 TIES @ 3" SPACING O.C.AT TOP OF PIER2'MAX3"MIN2' MIN10'MAX.(E) GRADE100 LBS MAX. LIGHT FIXTURE,FIELD INSTALLED, DESIGNEDBY OTHERS6"MAXLIGHT POLE FOUNDATION WITH BOLLARDANCHOR BOLT BYOTHERS PER POLEMANUFACTURERSPECIFICATIONS(E) GRADE3" MIN(N) LIGHT POLE, FIELDINSTALLED, DESIGNEDBY OTHERS (VERIFYDIMENSIONS IN FIELD)500 LBS MAX.#4 REBAR TIES AT 6"SPACING O.C.POLE BASE PLATEBY OTHERS10"DIAM.MAX.4'MAX.(8) #6 VERTICAL REBAREQUALLY SPACED INSIDE TIES7'MINFS501.1333 SUPERCHARGER POST CENTER ON CENTER PRECAST FOOTING DETAIL RA TESLA SUPERCHARGER POST DETAIL1/2" = 1'-0"WIND RATING (WITHOUT SIGN) = 134 MPHWIND RATING (WITH SIGN) = 120 MPH(4) SS THREADED ROD,1/2"-13 THREAD SIZEFOOTING FRONT VIEWFOOTING TOP VIEWPRECAST FOOTING REINFORCED WITH STRUCTURAL FIBERVOLUME: 0.483 CU YDSWEIGHT: 1,990 LBSSEE CUTSHEETS FOR ADDITIONAL INFORMATION(4) 1/2" ANCHOR BOLT,TYP.GRADE @ 2% AWAY FROM EQUIPMENT2'-234"2'-2"2'-112"1'-8"5'-6"2'2'-2"1'-814"2 3/4"6" MIN COMPACTED CLASS 2AGGREGATE BASEEMBEDDED METAL PLATEPRECAST RECTANGULAR FOOTING6'-412"BOLLARD W/ OPTIONALSIGNPOSTTESLA SUPERCHARGERHANDLE (MAX. 48" HEIGHTFOR ACCESSIBLECHARGE POSTS)(FUTURE) V4 TESLASUPERCHARGER POSTWEIGHT: 1 LBS1014"CENTER OF STALL MARKER(3) 1/2"X 2 7/8" DIE CASTTHREADED CONCRETE INSERT(3) 3/8" DIA SSHILTI KWIK-BOLTTZ2 WITH 2.5" INEMBEDMENT ANDMIN 4.5" FROMEDGE OF PAD6.3"9.5"ON-THE-LINE ANCHORS LOCATIONS5.75"FILL UNUSEDANCHORHOLES WITHSHRINKGROUT4.95"EBYoo Jin KimDigitally signed by Yoo Jin Kim Date: 2024.10.28 11:06:28 -07'00'