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CONCRETE DESIGNS511.107 FLAT EQUIPMENT PAD & ANCHOR SECTION RX EQUIPMENT PAD & ANCHOR SECTIONNTS3" MIN.6" MAX.FINISHEDGRADE12"MIN.6" MINEDGE DISTANCE10"6" MIN.#5 REBARCONTINUOUS1/2" DIA SS HILTI KWIK-BOLT TZ2 W/ 3.25"MIN EFFECTIVE EMBEDMENT PER ESR-4266,OR APPROVED EQUAL.10" SLAB WITH #5 @ 16" O.C. EACHWAY AT CENTER OF SLABANOTE: MAX. CONTINUOUS SLABLENGTH SHOULD NOT EXCEED50 FT W/O EXPANSION JOINT6" MIN., 95% RELATIVE COMPACTEDCLASS 2 AGGREGATE BASEIN ORDER TO MAINTAIN POSITIVE DRAINAGE,TOP OF SLAB SHALL SLOPE IN THE DOWNHILLDIRECTION 0.5% FOR SWITCHBOARD.1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE ACI.2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL HAVE 2,500 PSISTRENGTH AT 28 DAYS.3. REINFORCED CONCRETE IN THE FOUNDATION SHALL BE OF NATURALAGGREGATE CONFORMING TO ASTM C-33.4. TYPE I/II CEMENT TO MEET ASTM C150.5. REINFORCING STEEL - ASTM A615 WITH THE FOLLOWING STRENGTHS:SIZE STRENGTH:#4 AND SMALLER GRADE 60 (fy = 60000 PSI)#5 AND LARGER GRADE 60 (fy = 60000 PSI)6. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACIPUBLICATION SP-66, ACI DETAILING MANUAL - LATEST EDITION.7. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALLBE MECHANICALLY VIBRATED.8. CONFORM TO ASTM C-94 FOR CONCRETE MIXING OPERATIONS.9. CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED, CASTIN PLACE CONCRETE SHALL BE AS FOLLOWS:CONDITION COVERCAST AGAINST EARTH 3"EXPOSED TO WEATHER#5 AND SMALLER 1-1/2"#6 AND LARGER 2"SLAB-ON-GRADE 2"10.EMBEDS -ALL ITEMS TO BE CAST INTO CONCRETE SUCH AS REINFORCINGDOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELYAND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THECONCRETE.11.ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED ANDSHALL CONFORM TO ASTM C-260.12.PROVIDE CONTINUOUS REINFORCING BARS UNLESS WHERE SPLICES ARESPECIFICALLY SHOWN ON THE DRAWINGS.13.CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAININGCHLORIDE SALTS SHALL NOT BE ADDED TO THE CONCRETE.V3 PSU 3.0 SLAB DETAILSIDEFINISHED GRADEDANGERARC FLASHDANGERHIGH VOLTAGE480VNAMEPLATECIRCUIT BREAKERW/ TESLA SYSTEMCONTROLLERPSU SLAB FLUSH WITH ADJACENTGRADE. POSITIVE DRAINAGE IN ALLDIRECTIONS REQUIRED.SEE GRADING PLAN.NTS534"534"4.5"MINBOLLARD ANCHORS13'- 8 38"5'-2 34"14'-0 38"5'-10 12"9'9'9'TOP3'-4"DC BUS, ETHERNET &LIGHTING CONDUITS,TYP.3' WITH DOOR OPEN32'-11 12"FRONT9 12"PRECAST CONCRETEFOUNDATIONFINISHED GRADE6 12"MIN.4'6-1/2" MIN 95% RELATIVE COMPACTEDCLASS 2 AGGREGATE BASE.THE PRECAST SHALL MAINTAIN ACROSS SLOPE OF 1-2% AND ALONGITUDINAL SLOPE OF 0-5%NATIVE SOILREBOUNDING BOLLARD W/SIGNPOST9(+,&/(&+$5*,1*21/<9(+,&/(&+$5*,1*21/<9(+,&/(&+$5*,1*21/<SUPERCHARGER HANDLEV3 SUPERCHARGERCABINET7'-7 1932"V3 SUPERCHARGER POST9(+,&/(&+$5*,1*21/<(3) 1/2" DIA HILTIHUS-EZ-CRC WITH 5.5"MIN EMBEDMENT ANDMIN 4.5" FROM EDGEOF PAD PER ESR-3017SEE CUTSHEETS FOR ADDITIONAL INFORMATION.APPROXIMATE COMPONENT WEIGHTS:CABINET = 2,448 LBSPOST = 140 LBS (EACH)TOTAL UNIT WEIGHT: 18,059 LBS- SUPERCHARGER CABINET IS ANCHORED DOWN TO THE PRECASTSLAB USING (4) 1/2" DIA HILTI HUS-EZ-CRC W/ 5.5" MIN EMBED PERESR-3027 AND EACH CHARGING POST ANCHORED DOWN USING (4)1/2" DIA SS HILTI KWIK-BOLT TZ2 W/ 3.75" MIN EMBED PER ESR-4266.S501.1396 V3 PRE-ASSEMBLED SUPERCHARGER UNIT 3.0 DETAIL RA 2'-6"CSIDENTS534"534"4.5"MINBOLLARD ANCHORS13'- 8 38"5'-2 34"14'-0 38"5'-10 12"9'9'9'TOP3'-4"DC BUS, ETHERNET &LIGHTING CONDUITS,TYP.3' WITH DOOR OPEN32'-11 12"FRONTPRECAST CONCRETEFOUNDATIONNATIVE SOILREBOUNDING BOLLARD W/SIGNPOST9(+,&/(&+$5*,1*21/<9(+,&/(&+$5*,1*21/<9(+,&/(&+$5*,1*21/<SUPERCHARGER HANDLEV3 SUPERCHARGERCABINET7'-7 1932"V4 SUPERCHARGER POST9(+,&/(&+$5*,1*21/<V4 POST PSU 3.0 SLAB DETAILSEE CUTSHEETS FOR ADDITIONAL INFORMATION.APPROXIMATE COMPONENT WEIGHTS:CABINET = 2,448 LBSPOST = 150 LBS (EACH)TOTAL UNIT WEIGHT: 18,099 LBS- SUPERCHARGER CABINET IS ANCHORED DOWN TO THE PRECASTSLAB USING (4) 1/2" DIA HILTI HUS-EZ-CRC W/ 5.5" MIN EMBED PERESR-3027 AND EACH CHARGING POST ANCHORED DOWN USING (4)1/2" DIA SS HILTI KWIK-BOLT TZ2 W/ 3.75" MIN EMBED PER ESR-4266.(3) 1/2" DIA HILTIHUS-EZ-CRC WITH 5.5"MIN EMBEDMENT ANDMIN 4.5" FROM EDGEOF PAD PER ESR-3017FINISHED GRADEDANGERARC FLASHDANGERHIGH VOLTAGE480VNAMEPLATECIRCUIT BREAKERW/ TESLA SYSTEMCONTROLLERPSU SLAB FLUSH WITH ADJACENTGRADE. POSITIVE DRAINAGE INALL DIRECTIONS REQUIRED.SEE GRADING PLAN.9 12"FINISHED GRADE6 12"MIN.4'6-1/2" MIN 95% RELATIVE COMPACTEDCLASS 2 AGGREGATE BASE.THE PRECAST SHALL MAINTAIN ACROSS SLOPE OF 1-2% AND ALONGITUDINAL SLOPE OF 0-5%S501.1397 V4 POST PRE-ASSEMBLED SUPERCHARGER UNIT 3.0 DETAIL RA2'-6"BFINISHEDGRADEFOUNDATION ANDANCHORAGE PEREQUIPMENT PADDETAIL A.S501.1335 SIMPLIFIED SWITCHBOARD DETAIL RA SWITCHBOARDNTS(N) ANCHOR LOCATION, TYP.ONLY THE CORNER ANCHORSOF EACH SECTION AREREQUIRED, (4) ANCHORS PERSECTION, TYP.7'-7"MAXTYPSWITCHBOARD CABINET DESIGN TO BEVERIFIED AGAINST VENDOR DRAWINGS1500 LBS MAXPER CABINETSECTION, TYP.CONDUITWINDOW,TYP.29.75"MIN.E11PIPE UTILITIES ADJACENT TO EQUIPMENT PADNTSFINISHED GRADE(N) EQUIPMENT PAD(E) UTILITY PIPE,LOCATION AND SIZETO BE CONFIRMEDIN FIELDDETERMINE ELEVATIONOF THE BOTTOM OF (N)EQUIPMENT PAD INORDER NOT TOSURCHARGE (E)UTILITY PIPES501.1370 PIPE UTILITIES ADJACENT TO EQUIPMENT PAD RANOTE: IF ANY PART OF THE UTILITY PIPES ISUNDER THE DASHED LINE, IT IS BEINGSURCHARGED BY EQUIPMENT PAD, USE DETAIL /-FGFINISHED GRADE6" MIN.NOTE: FOR PIPES MORE THAN 3'-0" BELOWCONCRETE PAD USE 90% COMPACTED BACKFILL.6" MIN.4" MIN9" MIN(E) PIPEPROVIDE PIPE SLEEVEW/ I.D. 2" LARGER THAN(E) PIPE O.D.3' OR LESS,SEE NOTEEXCAVATE ANDFILL W/ CONCRETE4'-0" MAXNTS(N) EQUIPMENT PADS501.1371 PIPE UTILITIES UNDER EQUIPMENT PAD RAUTILITY PIPES UNDER OR BEING SURCHARGED BYEQUIPMENT PADNOTE: SEE DETAIL /- FOR DEFINITIONOF WHEN UTILITY PIPES ARE BEINGSURCHARGED BY EQUIPMENT PAD.CLEARENCE 6" MIN ORO.D. OF PIPE SLEEVESWICHEVER IS LARGERGFNTSGRAY MCCUE CRASH CORE BOLLARD DETAIL40"36"24"2"3"5.25"3"10"42"4" GRAY PLASTIC COVERBY MCCUE W/ REFLECTIVETAPECONCRETE PIERFOAM TAPESTEEL CORE BY MCCUE4"PRE-CONSTRUCTEDREBAR CAGE BY MCCUE5.25"ø 10"4"CONCRETEPIERTOP VIEWSIDE VIEWDFINISHED GRADES501.1315 PIPE BOLLARD DETAIL INSTALLATION DETAIL MASTER RA REMOVABLE BOLLARD DETAILNTS(N) REMOVABLE BOLLARD, 4" STD.SLOPE TOP OF FOOTING(WHERE NOT SURROUNDED BYCONCRETE SLAB, OR WHERE INEQUIPMENT WORK CLEARANCES)36"36" MIN(N) STEEL CAPAIR HOLE FOR SUCTION RELIEFNOTES1. 4" STD PAINTED STEEL PIPE2. 36" MIN EMBEDMENT IN CONCRETE FOOTING3. 18" MIN DIA CONCRETE FOOTING4. SET POST NOT LESS THAN 36" ABOVE GRADE5. LUBRICATED IN-GROUND PORTION OF THEPIPE TO PREVENT ADHESION TO THE SLEEVESLEEVE (BASE)3" MIN. ABOVEFINISHEDSURFACE5" STD MIN. STEEL PIPE SLEEVE4-1/2"MIN3" MINCLRFREE DRAINING CRUSHED ROCK FILL(MIN. 4-1/2")18" MIN1" HOLEIN BASEPLATE TODRAINH1"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-501REV: 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 11:06:37 -07'00'
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