Laserfiche WebLink
1 2 3 4 <br /> NOTES: SEE PLAN NOTE: <br /> NOTES: 1. BOLDED MUST BE FROM 1. TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT CHARGING CABINET <br /> 6-3/32' CONDUIT SIZE 1. BOLLARD MUST BE FROM TESTA AND INCLUDE WELDED ON FIXTURE ATTAACHMENTCHMENT PADS.INCLUDE <br /> PROPOSED CONCRETE 1/2"CHAMFER ANCHORING BOLT LOCATIONS AND CONDUIT STUB UP LOCATIONS. <br /> 31NCH WELDED ON FIXTURE ATTACHMENT PADS. <br /> 2. THE 4.33W,315mA COMBINED TESL.LOGO AND TASK #4 BARS 12"O.C. SAW CUT JOINT 2. BOLT HOLES FOR REFERENCE ONLY. G P D G R O U P <br /> 2. THE 4.33W,315mA COMBINED TESLA LOGO AND iQ - Z <br /> TASK LIGHT LED ASSEMBLIES DRAWS POWER aj ^ LIGHT LEDASSEMBLIES DRAWS POWER FROM THE EACH WAY ink (EVERY 6'-0"MAX) <br /> FROM THE PROPOSED SUPERCHARGER. PROPOSED SUPERCHARGER. CENTERED IN SLAB 1/8"WIDE X I-112" 3. USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHDi)TO SEAL ENDS OF CONDUIT Professional Corporation <br /> 3. CONTRACTOR TO FIT REAR SKIN DURING 3. CONTRACTO TO FIT REAR SKIN DURING ( ) out <br /> GRADE TYP.ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS 520 Sh Main Street,Suite 2531 <br /> R <br /> 20JB2" INSTALLATION AND REMOVE REAR SKIN UNTIL CAR SIDE INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA Akron,OH 4 311 <br /> TESLA INSPECTION IS COMPLETED. 4Q" <br /> CAR SIDE IN CAST <br /> INSPECTION IS COMPLETED. 4. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS 330.572.2100 Fax 330.572.P101 <br /> 2531/32" CE FOUNDATION: <br /> 5. SEE CIVIL DETAILS SHEET FOR FOUNDATION DETAIL (4)5/8"DIA.A DID.HILILTI KWIK BOLT TZ <br /> (2)RED,130.A TESLA" UNDISTURBED SOIL OR PREPARED 6"MIN,COMPACTED OPENING FOR SHARED DC STAINLESS STEEL ANCHORS, <br /> LOGO LED ASSEMBLIES SUBGRADE 95%STANDARD PROCTOR FROST-FREE GRAVEL FILL BUSS CONNECTIONS 3-118"MIN.EMBEDMENT <br /> (SEE NOTE 2) 55L (2)RED,130mA ( ) BETWEEN CABINETS CONTRAC OR INSTALLED BY <br /> I 'TESLA"LOGO LEDLP11EMEN <br /> CONCRETE PAD NOTES&CONCRETE SPECIFICATIONS: <br /> ASSEMBLIES(SEE FRONT <br /> L NOTE PRECAST FOTAINLE S <br /> I 55 L O ) 1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE <br /> lI o (II "mJ PLANS.OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF A, 30 B DID.STAINLESS GRADE <br /> C I _ _ I TAB LIGHT <br /> 55mA �O 304 BOLTS PROVIDED BY _ _ <br /> TASK LIGHT LED OFF-SITE.THE LESS THAN <br /> SHALL BE ROLLED WITH A 1-TON,VIBRATORY,WALK-BEHIND ROLLER TESLA AND INSTALLED BY T 5 L n ASSEMBLY(SEE AT A SPEED OF LESS THAN 2 FPS,6 PASSES MINIMUM,TO PROVIDE UNYIELDING SURFACE. CONTRACTOR <br /> I II II IIII m NOTE 2) <br /> I CONDUIT M <br /> I � II III II IIII I 2. UNDERCUT SOFT OR"WEAVING"AREAS A MINIMUM OF 121NCHES DEEP.BACKFILL UNDERCUT <br /> TA WHITE, LED I III II IF <br /> STUBCONDUIT OUTGOING AL POSTS: <br /> TASK LIGHT LED I II I ISTUB AREA WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL. � STUB UP SHALL BE 6"OFF ooeeR CReeK <br /> ASSEMBLV(SEE i III GROUND AND END IN FEMALE .ALT.,CAR SIDE <br /> NOTE 2) CONDUIT II III II 3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(fc)=2500 psi. ® M PAcluORS,caoa <br /> NPT THREADED COUPLING <br /> STUB ill ill oI m I I ^ (SEE NOTE 4).SEE FEEDER <br /> I Ii iiI PRO CONCRETE 30' 4. REINFORCING BAR TO BE ASTM A615 GRADE 60. BACK SCHEDULE FOR CONDUIT <br /> _v-- CAR SIDE�I -III -II CURB SIZE/QUANTITY. <br /> 5. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS <br /> 52.76" <br /> CURB <br /> N 6. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 318-14 AND INCOMING FROM SOURCE: <br /> PAVEMENT PAVEMENT APPLICABLE STATE BUILDING CODE. (2)AC CONDUITS.STUB UP SHALL BE 6" <br /> �} 1"AC CONDUIT FOR OFF GROUND AND END IN FEMALE NPT <br /> s 7. PAD SHALL BE A MINIMUM OF 8"IN THICKNESS.THICKNESS OF PAD SHALL INCREASE AS THE MASTER CONTROLLER THREADED COUPLING(SEE NOTE 4). <br /> PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 6"OF SOIL COVER TO THE COMMUNICATION CABLE SEE FEEDER SCHEDULE FOR CONDUIT <br /> BOTTOM OF THE PAD. SIZE/QUANTITY <br /> CHARGING POST ELEVATION N.T.S 10 CHARGING POST ELEVATION N.T.S 7 CONCRETE PAD DETAIL N.T.S 4 TESLA CHARGING CABINET ANCHOR BOLT PLAN N.T.S 1 <br /> Z <br /> #4 REBAR AT <br /> TOP&BOTTOM NOTE: PRECAST CONCRETE 1. PRECAST CONCRETE FOUNDATION DESIGNED AND ENGINEERED BY 35.83" ♦- W w <br /> UNIVERSAL. d j j <br /> #4 TIE EVERY (TYP,) 1. SEE CURB LENGTH ON SITE PLAN. FOUNDATION By w w <br /> V-6"MAX, UNIVERSAL 2. PRECASTCONCRETE FOUNDATION SUPPLIED BYTESLAAND () Q Q <br /> 2. CHARGING POSTS AND PROPOSED INSTALLED BY CONTRACTOR. IL III <br /> FOUNDATION SHALL FOLLOW GRADE i-�__ ------I -1 SEE NOTE 1 TYPICAL LU <br /> AS EVENLY AS POSSIBLE. c L L 3. CHARGINGPOSTSHALLBEANCHOREDTOPRE-INSTALLED I•�� p m m o 0 <br /> THREADED INSERTS ON PRECAST FOUNDATION WITH HARDWARE BOTTOM VIEW Ow 00 Q Q <br /> r 3. REINFORCING BAR TO BE ASTM A615 SUPPLIED BY TESLA AND INSTALLED BY CONTRACTOR " " LAYOUT OF(1) p o 0 0 <br /> "i SWITCHGEAR w w w w <br /> GRADE 6O. r 7 6 PRECAST CONCRETE FOUNDATION DIMENSIONS SHOWN FOR H 1 > > <br /> 4. ALL REINFORCING TO HAVE MINIMUM u____ _u O - BAY.SEE NOTE1 rn O 2 <br /> REFERENCE ONLY.CONTRACTOR SHALL COORDINATE WITH TESLA m m <br /> CONCRETE COVER PER ACI I 4'-3" I FOR EXACT DIMENSIONS AND SPECIFICATIONS. w 9/16"DIA. <br /> SPECIFICATIONS. w <br /> 5. SEE FROST NOTES GN-3 FOR FOUNDATION PREPARATION. MOUNTING HOLES FRONT SIDE <br /> 5. ALL CONCRETE MATERIALS AND PLAN VIEW N m0 <br /> WORKMANSHIP SHALL CONFORM TO 6. CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURING BOTTOM OFFSET 3"FROM 4 Q <br /> SIDES TYP. w 0 o r` °' <br /> m� ACI318-14 AND APPLICABLE STATE INSTALLATION OF CONCRETE FOUNDATION.RE PAIR OR REPLACE AS VIEW ( ) ❑ o 0 <br /> REQUIRED. FRONT OF - <br /> BUILDING CODE. PROPOSED SWITCHGEAR w ¢ m o 0 <br /> ' 6. CONTRACTOR SHALL INSTALL �5L I SWITCHGEAR BAY <br /> K <br /> WEEPHOLES AS REQUIRED. I ASSEMBLY CABINET <br /> PLAN CAR SIDE gD A.SF <br /> HEAVY DUTY NUT tl't'oF OA5H7 �' <br /> B #4 REBAR AT TOP& I BELLEVILLE WASHER <br /> PROPOSED 1/2"HILTI KWIK BOLT TZ <br /> #4 TIE EVERY rs^MAX. BOTTOM(TYP.) STAINLESS STEEL ANCHOR 3-1/4" 49.21" <br /> TOP OF CURB 6 I - EFFECTIVE EMBEDMENT MIN. <br /> CONDUIT STUB (ESE#1917) 54.72" 41.98" •� 3 i7i <br /> PROPOSED <br /> I TESLA CHARGING CABINET Off` <br /> a. CONCRETE SLAB <br /> 1-6 NOTES •DETAIL1 /OtNA1.F'A 12/16/2021 <br /> SLOPE CURB TOP ENCLOSURE:INGRESS PROTECTION IP66 <br /> y 1. SEE FLOOR PLAN ON ELECTRICAL SHEETS FOR <br /> EXISTING GRADE MOUNTING HOLE LOCATION AND SWITCHGEAR BAY WEIGHT: 111 kg,2448 Ibs. IxPIRes 04/16/20� <br /> - COMPLIANCE:ILL <br /> 2202 <br /> PER PLAN <br /> s ,4. a PAVEMENT DIMENSIONS. VENT } <br /> M NOTES: <br /> CHAIR REBAR a IL 6"MIN GRANULAR 2. MINIMUM EDGE DISTANCE FOR PROPOSED FAN 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE a <br /> (TYp) 30 iN BACKFILL SEE ANCHORAGE SHALL BE 8". HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO BE USED 3:' FROST NOTES ON PRECAST DEADBACK TO MOVE CABINET IF DONE PROPERLY. <br /> SHEET GN3FOR CONCRETE J OO `^ <br /> DETAIL 4'-3" ,1 PREPARATION •'1'-10" BY UNIVERSAL 52.76" 2 PRIOR TO CONSTRUCTION D ASSOCIATED DIMENSIONS Q Z 04 J <br /> FOUNDATION VERIFY CABINET PART# V J <br /> cO � Q <br /> CHARGE POST 30"CONTINUOUS CURB REINFORCEMENT DETAIL N.T.S 11 CHARGING POST CONCRETE FOUNDATION N.T.S 8 SWITCHGEAR MOUNTING DETAIL N.T.S 5 TESLA CHARGING CABINET DIMENSIONS N.T.S 1 2 ~ QQ Q 1< <br /> vSEE SITE PI-AN FOR UMITS ANCHORING NOTES: 1'-O" LU r W <br /> ANCHORING NOTES: NOTES: w Q <br /> ANCHORS:(4)5B'DIAMETER HILTI KWIK BOLT TZ STAINLESS ANCHORS:(3)5/8"DIAMETER THREADED ROD STAINLESS STEEL OR HOT �N/ <br /> to STEEL ANCHORS.3-1I8'EFFECTIVE EMBEDMENT MIN.8" DIPPED GALVANIZED SHALL BE EPDXY EMBEDDED,5-5/8"MINIMUM EFFECTIVE 1. CHARGING CABINET SHALL BE ANCHORED TO CAST-N-PLACE FOUNDATION WITH(4)5/8"CIA. L.L Q <br /> EDGE DISTANCE MIN.(ESE#1917) EMBEDMENT,2-1/2"MINIMUM EXPOSED ABOVE CONCRETE. HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS,3-1/8"MIN.EMBEDMENT.PROVIDED AND W J W J <br /> FASTENERS:(2)TOTAL 5/8•NUTS AND(2)TOTAL 5B' INSTALLED BY CONTRACTOR.PROVIDE 8"MIN.EDGE DISTANCE AND 8"MIN.BOLT SPACING. > U) of \\ <br /> �3•��'`*' EPDXY:ANCHORS SET WITH HILTI HIT-RE 500 V3(ESRJ814 IN DRILLED HOLE w LLI LLI / <br /> U y... .� ".... ..,..;. WASHERS PER ANCHOR NOT AND WASHER MATERIAL TYPE ) LL <br /> TO MATCH ANCHOR MATERIAL(2)5/8 NUT AND WASHER r <br /> ABOVE BOLLARD FLANGE,(1)BELOW. FASTENERS:(2)TOTAL 5/8"NUTS AND(2)TOTAL 5/8"WASHERS PER ANCHOR 2. CHARGING CABINET BASE TEMPLATE SHOWN FOR REFERENCE ONLY.CONTRACTOR SHALL w <br /> NUTANDWASHERMATERIALTYPETOMATCHANCHORMATERIAL(2)5/8"NUT COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. .� U <br /> 3 y"•'`�'?•`^�' '"' '' '^ LLl <br /> •%'.Y•.:'�'% %'"•V' •+:;;•�� CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT CAR AND WASHER ABOVE BOLLARD FLANGE,(1) v, <br /> DURING INSTALLATION OF CONCRETE FOUNDATION.REPAIR SIDE PLAN VIEW SEE EQUIPMENT CABINET BASE TEMPLATE LID <br /> ?- OR REPLACE AS REQUIRED. w - DIMENSION PLAN FOR PROVIDED BY TESLA. <br /> INSTALLATION OF CONCRETE FOUNDATION.REPAIR OR REPLACE AS MAY p I? SEE SITE PLAN O <br /> CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURING OVERALL PAD SIZE AND SEE NOTE#2 <br /> M Y•'�`A .� .."�`�,�` � BECOME NECESSARY. FOR SIGN TYPE CABINET QUANTITY <br /> 3 6 J 6 J 13.7" it8 FLATHEAD $SUED FOR: <br /> SCREW m )P. MECHANIC <br /> ECHA ICE <br /> F3ASTENED T02"x2"Xi/8" SINGLE 4.NLY9 TM1 I �O CONTRACTOR SUPPLIED N. PERMIT XXX <br /> HSS STEEL POST BACK <br /> II II II II IIII II is LONG,6'ABOVE BID XXX <br /> y <br /> GRADE) <br /> II11 IIII II �I IIII �I O <br /> A °1In 0 °1I CAE SIDE CONSTRUCTION xxx <br /> II II CONDUIT III I CONDUIT ° ♦ ♦° <br /> j PROPOSED II IIII IIII II STUB <br /> II IIII II STUB d CAST-IN-PLACE RECORD XXX <br /> w 30"WIDE II IYI II II �I IIII �I I � AC <br /> CONCRETE III III CAR SIDE III CAR SIDE <br /> y CURB SEE IIII�P1 //I�ii II IIII II O CONCRETE <br /> DETAIL ON II 1\\\-i/il II FORREBAR III IIII III CONCRETE FOOTING, a O O FOUNDATION. INSTALL MANAGER DESIGNER <br /> F THIS SHEET. II -s II SPECIFICATIONS, III II PROPOSED 30" SEE DETAIL 11 FOR HH <br /> SEE DETAIL 1/C-3 <br /> `7 m II II BEE DETAIL ON I I) II III CONCRETE REBAR SPECIFICATIONS ° BRETT <br /> __ 'II THIS SHEET. III -II CURB NOTES: JDP <br /> 1 II lu II ° ° COURNOYER <br /> 1. SIGN PROVIDED BY TESLA.TAMPER PROOF HARDWARE PROVIDED BY CONTRACTOR. <br /> 2. GALVANIZED POST&CAP SHALL BE PROVIDED BY CONTRACTOR. <br /> a 'Y PAVEMENT PAVEMENT PAVEMENT EXISTING GRADE ° PAVEMENT 3. IF PAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR SHALL REPAINT AS REQUIRED. 4 - JOB NO. <br /> o Q b LE <br /> 4. NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.090"ALUMINUM FRONT F2020141 .35 <br /> %I I°D.I PANELS WITH#680-82 RED REFLECTIVE VINYL APPLIED(VERIFY REFLECTIVITY WITH OWNER). 8^ <br /> S. LOGO TO BE#280-10 REFLECTIVE WHITE VINVL(VERIFY REFLECTIVITY WITH OWNER). MIN. TEMPLATE ANCHOR <br /> 5-116 SEE TYPICAL TESLA PARKING SIGNAGE DETAIL FOR SIGNAGE VARIATION(IF APPLICABLE). LOCATIONS. <br /> Q o p 6E MIN,COMPACTED 7. CONTRACTOR SHALL MOUNT SIGN POST IN 8'DID.,3'-0'DEEP CONCRETE FOUNDATION OR <br /> FROST-FREE CONCRETE BOLLARD.BEE PLAN. SEE NOTE#1&#2 <br /> E 16 COMPACTED GRAVEL FILL.SEE 8. SIGN POST SHALL BE POWDER COATED,COLOR-MEDIUM/DARK GREY w <br /> Z AGGREGATE 1g-� NOTES ON GN-1. 9. SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. PLAN VIEW 4 <br /> rn 4�CC L d 44I 44 - 10. SIGN SHALL BE MOUNTED TO LIGHT POLE OR BOLLARD WHERE APPLICABLE.SEE PLAN. <br /> c E <br /> m CHARGING POST 30"CONTINUOUS CURB FOUNDATION N.T.S 12 LEVEL 2 CHARGE POST ELEVATION N T.S 9 TYPICAL PARKING SIGN DETAIL N.T.S 6 CHARGING CABINET FOUNDATION TEMPLATE DETAIL N.T.S 3 <br /> o`o <br />