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1 2 3 4
<br /> NOTES: SEE PLAN NOTE:
<br /> NOTES: 1. BOLLARD MUST BE FROM TESLA AND INCLUDE 1. TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT CHARGING CABINET 000NDUIT SIZE 1. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ON FIXTURE ATTACHMENT PADS. /�E
<br /> ROPOSED CONCRETE 1/2"CHAMFER ANCHORING BOLT LOCATIONS AND CONDUIT STUB UP LOCATIONS. 40,49,16,
<br /> 6-3/32' 31NCH WELDED ON FIXTURE ATTACHMENT PADS.
<br /> - 2. THE 4.33W,315mA COMBINED TESLA LOGO AND TASK BARS 12"O.C. Z SAW CUT JOINT 2. BOLT HOLES FOR REFERENCE ONLY. G P D G R O U P
<br /> 2. THE4.33H 31 LED
<br /> ASSEMBLIES
<br /> TESLAL0OWERGO W io
<br /> TASK LIGHT LED ASSEMBLIES DRAWS POWER m LIGHT LED ASSEMBLIES DRAWS POWER FROM THE CH WAY io (EVERY 6'X'MAX)FROM THE PROPOSED SUPERCHARGER. PROPOSED SUPERCHARGER. NTERED IN SLAB 1/8"WIDEXI-1/2" 3. USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHDI)TO SEAL ENDS OF CONDUIT Professional Corporation
<br /> GRADE TYP.ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS 520 South Main Stwt SWW 2531
<br /> 3. CONTRACTOR TO FIT REAR SKIN DURING 3. CONTRACTOR TO FIT REAR SKIN DURING ( )
<br /> 20-3/32" INSTALLATION AND REMOVE REAR SKIN UNTIL CAR SIDE INSTALLATION AND REMOVE REAR SKIN UNTIL TESLA A OH
<br /> CAR SIDE INSPECTION IS COMPLETED. 4. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS 330.5]2.2100 F..330.572.2101
<br /> 25-31/32" TESLA INSPECTION IS COMPLETED. 4D" � ° a �
<br /> 5. SEE CIVIL DETAILS SHEET FOR FOUNDATION DETAIL CAST-IN-PLACE FOUNDATION:
<br /> �,.�.�..I.�, �, ,�, - �i� i�i��.�,� -, (4)5/8'DIA.HILTI KWIK BOLT TZ
<br /> (2)RED,130mA"TESLA" UNDISTURBED SOIL OR PREPARED 6"MIN,COMPACTED OPENING FOR SHARED DC STAINLESS STEEL ANCHORS,
<br /> LOGO LED ASSEMBLIES 3-1/8"MIN.EMBEDMENT
<br /> (SEE NOTE 2) i SUBGRADE(95%STANDARD PROCTOR) FROST-FREE GRAVEL FILL BUSS CONNECTIONS PROVIDED AND INSTALLED BY
<br /> 55L (2)RED,130mA I BETWEEN CABINETS CONTRACTOR
<br /> _ _ I "TESLA"LOGO LED CONCRETE PAD NOTES&CONCRETE SPECIFICATIONS:
<br /> ASSEMBLIES(SEE CAR SIDE FRONT
<br /> 55L I dd dd NOTE 2) PRECAST FOUNDATION:
<br /> L 9 j " 9 1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE O (4)5/8"DIA.STAINLESS GRADE
<br /> I 6 ! l ! PLANS.OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF 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
<br /> ASSEMBLY(SEE AT A SPEED OF LESS THAN 2 FPS,6 PASSES MINIMUM,TO PROVIDE UNYIELDING SURFACE.
<br /> liiil it SE NOTE 2) CONTRACTOR
<br /> - II IIII II CONDUIT M
<br /> 2. UNDERCUT SOFT OR"WEAVING"AREAS A MINIMUM OF 12 INCHES DEEP.BACKFILL UNDERCUT
<br /> (1)WHITE, LTA
<br /> ED II ml II CONDUIT = OUTGOING TO POSTS:
<br /> TASK LIGHT LED III II STUB AREA WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL. nu oeeR CReEx I I I I � STUB UP SHALL BE 6"OFF
<br /> ASSEMBLY(SEE I II °1I II °I o GROUND AND END N FEMALE IS, cA e.
<br /> NOTE 2) I II IIII II II CAR SIDE __ __ ® M PILIAL)sI, w
<br /> CONDUIT Ili 3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(Pc)=2500 psi. NPT THREADED COUPLING
<br /> STUB Iloi it Iry� m I I • (SEE NOTE 4).SEE FEEDER
<br /> PROPOSED 30^ 4. REINFORCING BAR TO BE ASTM A615 GRADE 60. BACK SCHEDULE FOR CONDUIT
<br /> I IIII (I II� CONCRETE_v-- CAR SIDE II -III II -II CURB Z PAVEMENT SIZE/QUANTITY.
<br /> r�, I 5. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS 52.76"
<br /> CURB
<br /> 6. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 318-14 AND INCOMING FROM SOURCE:
<br /> PAVEMENT . PAVEMENT (2)AC CONDUITS.STUB UP SHALL BE 6"
<br /> APPLICABLE STATE BUILDING CODE.
<br /> + a 1"AC CONDUIT FOR OFF GROUND AND END IN FEMALE NPT
<br /> • MASTER CONTROLLER THREADED COUPLING(SEE NOTE 4).
<br /> s 7. PAD SHALL BE A MINIMUM OF 8"IN THICKNESS.THICKNESS OF PAD SHALL INCREASE AS THE COMMUNICATION CABLE SEE FEEDER SCHEDULE FOR CONDUIT
<br /> PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 6"OF SOIL COVER TO THE SIZE/QUANTITY
<br /> BOTTOM OF THE PAD.
<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 w w
<br /> #4 REBAR AT
<br /> O
<br /> OP&BOTTOM NOTE: PRECAST CONCRETE 1. PRECASTCONCRETEFOUNDATIONDESIGNEDANDENGINEEREDBY 35.83" H W w
<br /> UNNEREAL. d j ❑ O
<br /> #4 TIE EVERY (TYP,) 1. SEE CURB LENGTH ON SITE PLAN. FOUNDATION eY w w <
<br /> V-6"MAX, UNIVERSAL 2. PRECAST CONCRETE FOUNDATION SUPPLIED BY TESLA AND a
<br /> 2. CHARGING POSTS AND PROPOSED INSTALLED BY CONTRACTOR. U) o w w
<br /> FOUNDATION SHALL FOLLOW GRADE -�__ -----I SEE NOTE 1 TYPICAL w . m w w . .
<br /> AS EVENLY AS POSSIBLE. c L J 3. CHARGING POST SHALL BE ANCHORED TO PRE-INSTALLED I'�� ❑ m w ❑ ❑ (7
<br /> THREADED INSERTS ON PRECAST FOUNDATION WITH HARDWARE BOTTOM VIEW O O z Z m N
<br /> r 3. REINFORCING BAR TO BE ASTM A615 SUPPLIED.YTESLAANDINSTALLEDBYCONTRACTOR. • • LAYOUT OF(1) ❑ ❑ ❑ ❑ w w
<br /> i GRADE 60. w SWITCHGEAR w w w w m >
<br /> T 4 PRECAST CONCRETE FOUNDATION DIMENSIONS SHOWN FOR f 1 > > j j
<br /> 4. ALL REINFORCING TO HAVE MINIMUM u____ ____u O - BAY.SEE NOTE 1 w
<br /> REFERENCE ONLY.CONTRACTOR EIIFIC COORDINATE WITH TESL4 Z Y _ _ N T
<br /> CONCRETE COVER PER ACI I I FOREXACT DIMENSIONS AND SPECIFICATIONS. _
<br /> A SPECIFICATIONS. 4 3 w 9/16"DIA. _ U
<br /> 5. SEE FROST NOTES ON SHEET GN-3 FOR FOUNDATION PREPARATION. MOUNTING HOLES FRONT SIDELLI
<br /> 5. ALL CONCRETE MATERIALS AND PLAN VIEW 1]1 m0 A
<br /> CEE
<br /> BOTTOM OFFSET 3E "FROM ¢ Q° S n 16 iO
<br /> WORKMANSHIP SHALL CONFORM TO fi. CONTRACTOR TO CONCRETE
<br /> FOUNDATION.REPAIR
<br /> ANDIR OR REPLACE AS w
<br /> INSTALLATION OF CONCRETE FOUNDATION.REPAIR OR REPLACE AS VIEW SIDES(TYP.) ❑ ❑ o I' a0 7, o o v o 0
<br /> ACI 318-14 AND APPLICABLE STATE REQUIRED. FRONT OF
<br /> _ BUILDING CODE. PROPOSED
<br /> 6. CONTRACTOR SHALL INSTALL SWITCHGEAR ¢ m o o w
<br /> SWITCHGEAR BAY DO A,
<br /> WEEPHOLES AS REQUIRED. I ASSEMBLY CABINET
<br /> PLAN CAR SIDE R Sp
<br /> HEAVY DUN NUT �1Q"OF W'ASHa^,
<br /> B #4 REBAR AT TOP& I BELLEVILLE WASHER WDy'SF" or 7
<br /> #4 TIE EVERY 1'.6"MAX. BOTTOM(TYP.) PROPOSED 1/2"HILTI KWIK BOLT TZ
<br /> STAINLESS STEEL ANCHOR 3-1/4" 49.21" 37.8"
<br /> TOP OF CURB \ \ EFFECTIVE EMBEDMENT MIN.
<br /> Q CONDUIT STUB •.' '. (ESR#1917) 54.72" 41.98" 5577I
<br /> PROPOSED
<br /> CONCRETE SLAB TESLA CHARGING CABINET `PS7pN LA
<br /> g, .a _ __ p_6" DETAIL 1 09/08/22
<br /> cc 3'-4" NOTES: ENCLOSURE:INGRESS PROTECTION IP66
<br /> a!' SLOPE �I CURB 1. SEE FLOOR PLAN ON ELECTRICAL SHEETS FOR TOP EXPIRES 04/16/2024
<br /> EXISTING GRADE WEIGHT: 1110 kg,24481bs.
<br /> PER PLAN MOUNTING HOLE LOCATION AND SWITCHGEAR BAY
<br /> -
<br /> qP. a'- PAVEMENT DIMENSIONS. COMPLIANCE:UL 2202
<br /> VENT }
<br /> � NOTES:
<br /> CHAIR REBAR a 'MIN
<br /> GRANULAR 2. MINIMUM EDGE DISTANCE FOR PROPOSED FAN 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE a
<br /> (n.P) iN BACKFILL SEE ANCHORAGE SHALL BE 8". HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO BE USED 5
<br /> so• FROST NOTES ON PRECAST DEADBACK TO MOVE CABINET IF DONE PROPERLY.
<br /> SHEET GN-3 FOR CONCRETE J OO '^
<br /> FOUNDATION FOUNDATION 2. VERIFY CABINET PART#AND ASSOCIATED DIMENSIONS O V)
<br /> DETAIL 4'-3" PREPARATION '1'-10. BY UNIVERSAL 52.76 PRIOR TO CONSTRUCTION Q Z LD � J CD
<br /> CHARGE POST 30"CONTINUOUS CURB REINFORCEMENT DETAIL N.T.S 11 CHARGING POST CONCRETE FOUNDATION N.T.S 8 SWITCHGEAR MOUNTING DETAIL IN 5 TESLA CHARGING CABINET DIMENSIONS N.T.S 1 2 L� Q Q 1 1�1
<br /> vSEE SITE PILAN LIMIDS ANCHORING NOTES: 1'-O" r 3: LLI
<br /> NOTES: Q
<br /> y ANCHORS: DIAMETER HILTI KWIK BOLT TZ STAINLESS ANCHORING NOTE
<br /> •'/,�•'+ "".'..' °'';�•" STEEL ANCHORS.
<br /> S: W U7 ORS.RS.3-1/8"EFFECTIVE EMBEDMENT ANCHORS:(3)5/8"DIAMETER THREADED ROD STAINLESS STEEL OR HOT �/
<br /> MIN.B'EDGE DISTANCE MIN.(ESR#191])
<br /> DIPPED GALVANIZED SHALL BE EPDXY EMBEDDED,5-5/8"MINIMUM EFFECTIVE 1. CHARGING CABINET SHALL BE ANCHORED TO CAST-IN-PLACE FOUNDATION WITH(4)5/8"DIA.
<br /> o `4....•' .. EMBEDMENT,2-1/2"MINIMUM EXPOSED ABOVE CONCRETE. _ W J W HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS,3 1/8"MIN.EMBEDMENT.PROVIDED AND
<br /> FASTENERS:(2)TOTAL 5/8"NUTS INSTALLED BY CONTRACTOR.PROVIDE 8"MIN.EDGE DISTANCE AND 8"MIN.BOLT SPACING. > \\
<br /> ❑ - "� AND(2)TOTAL SIB"WASHERS PER ANCHOR NUT AND EPDXY:ANCHORS SET WITH HILTI HIT-RE 500 V3(ESR-3814)IN DRILLED HOLE w W W /
<br /> WASHER MATERIAL TYPE TO MATCH ANCHOR
<br /> MATERIAL(2)5/8-NUT AND WASHER ABOVE BOLLARD 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 .� U
<br /> 3 Y'��,"�•�K•''•Ts "'`"•"' FLANGE,(1)BELOW. NUT AND WASHER MATERIAL TYPE TO MATCH ANCHOR MATERIAL(2)5/8"NUT COORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS. LL.I
<br /> y •T' •:'%'a''�''-" �•.f�`� CAR AND WASHER ABOVE BOLLARD FLANGE,(1)BELOW Lu
<br /> •" CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT SIDE PLAN VIEW SEE EQUIPMENT CABINET BASE TEMPLATE
<br /> w "�;. •• DURING INSTALLATION OF CONCRETE FOUNDATION.REPAIR CONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURING LU - DIMENSION PLAN FOR PROVIDED BY TESLA.
<br /> OR REPLACE AS REQUIRED. INSTALLATION OF CONCRETE FOUNDATION.REPAIR OR REPLACE AS MAY ❑ To SEE SITE PLAN OVERALL PAD SIZE AND SEE NOTE#2
<br /> w BECOME NECESSARY. FOR SIGN TYPE
<br /> CABINET QUANTITY
<br /> c '� 6 6 13.]" it8 FLATHEAD ISSUED FOR:
<br /> `T,-5LrJ p " $ p " SCREW TYP. MECHANICALLY
<br /> ±$'_g•
<br /> ( J ( J o ( ) MECHANICALLY 8
<br /> FASTENED TO 2"x2"x1/8" SINGLE CABINET ONLY
<br /> v �1 I/�' I= is MIN. PERMIT XXX
<br /> CONTRACTOR SUPPLIED
<br /> Q I) IIII(( HSS STEEL POST BACK
<br /> III IIII II II IIII II IIII (8'LONG,6'ABOVE BID XXX
<br /> �' II IIII II II IIII II IIII GRADE)
<br /> d A °liii Ilii II it °Ili CONDUIT it CONDUIT°1i CAR SIDE CONSTRUCTION XXX
<br /> III II II III III ♦ ♦a-♦ <
<br /> j PROPOSED II II I I`II a Siue II IIII II IIII siuB a..a CAST-IN-PLACE RECORD XXX
<br /> w 30"WIDE II IY1 t�II �I IIII II IIII _ � AC
<br /> _ CONCRETE IIIIII II II CAR SIDE IV III CAR SIDE FOUNDATION.
<br /> CURB SEE II I\1 19�II II III
<br /> CONCRETE
<br /> DETAIL IIII FOR REBAR II IIII II III CONCRETE FOOTING, a o - O INSTALL MANAGER DESIGNER
<br /> F THIS SHEET. II ��=s II SPECIFICATIONS, II III PROPOSED 30" SEE DETAIL 11 FOR DC DC SEE DETAIL 1/C-3
<br /> r II II SEE DETAIL ON II) �I III CONCRETE REBAR SPECIFICATIONS a
<br /> THIS SHEET. IIII II -III CURB NOTES: BRETT JDP
<br /> II II I81 III COURNOYER
<br /> 1. SIGN PROVIDED BY TESLA.TAMPER PROOF HARDWARE PROVIDED BY CONTRACTOR.
<br /> 2. GALVANIZED POST&CAP SHALL BE PROVIDED BY CONTRACTOR.
<br /> b" PAVEMENT '?.� PAVEMENT a JOB NO,
<br /> EXISTING GRADE PAVEMENT 3. IF PAINT FINISH IS DAMAGED DURING INSTALLATION,CONTRACTOR SHALL REPAINT AS REQUIRED.
<br /> +y .•`. ° 4. NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.090"ALUMINUM FRONT ^/ ^/
<br /> %I ES PANELS WITH#680-82 RED REFLECTIVE VINYL APPLIED(VERIFY REFLECTIVITY WITH OWNER). 6^ L O L O
<br /> 5. LOGO TO BE#280-10 REFLECTIVE WHITE VINYL(VERIFY REFLECTIVITY WITH OWNER). MIN. 1EMPLATEANCHOR
<br /> ry N 6. SEE TYPICAL TESLA PARKING SIGMA DETAIL FOR SIGNAGE VARIATION(IF APPLICABLE). LOCATIONS.
<br /> O O 6"MIN,COMPACTED ]. CONTRACTOR SHALL MOUNT SIGN POST IN 8"DIA.,T-0"DEEP CONCRETE FOUNDATION OR
<br /> ',�{g��1 FROST-FREE CONCRETE BOLLARD.SEE PLAN. SEE NOTE#1
<br /> E.6 COMPACTED �./� GRAVEL FILL.SEE 8. SIGN POST SHALL BE POWDER COATED,COLOR-MEDIUMIDARK GREY w
<br /> Z d AGGREGATE 1q� r NOTES ON GN-1. 9. SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP. PLAN VIEW 4
<br /> w E 10. SIGN SHALL BE MOUNTED TO LIGHT POLE OR BOLLARD WHERE APPLICABLE.SEE PLAN.
<br /> m d 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 /> ❑`m
<br />
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