HomeMy WebLinkAboutC006.0-CivilDetailsSEE SITE
PLAN FOR
SIGN
TYPE
NOTES:
1. SIGN PROVIDED BY TESLA. TAMPER PROOF HARDWARE PROVIDED BY CONTRACTOR.
2. POST & CAP SHALL BE PROVIDED BY CONTRACTOR.
3. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS
REQUIRED.
4. NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.090"
ALUMINUM PANELS WITH #680-82 RED REFLECTIVE VINYL APPLIED (VERIFY
REFLECTIVITY WITH OWNER).
5. LOGO TO BE #280-10 REFLECTIVE WHITE VINYL (VERIFY REFLECTIVITY WITH OWNER).
6. SEE TYPICAL TESLA PARKING SIGNAGE DETAIL FOR SIGNAGE VARIATION (IF
APPLICABLE).
7. CONTRACTOR SHALL MOUNT SIGN POST IN 8" DIA., 3'-0" DEEP CONCRETE FOUNDATION
OR CONCRETE BOLLARD. SEE PLAN.
8. SIGN POST SHALL BE POWDER COATED, COLOR - MEDIUM/DARK GREY
9. SIGN POST SHALL BE PLUGGED/CAPPED TO PREVENT WATER INTRUSION FROM TOP.
10. SIGN SHALL BE MOUNTED TO LIGHT POLE OR BOLLARD WHERE APPLICABLE. SEE PLAN.
#8 TAMPER
PRROOF SCREWS
(TYP.)
SIGN PLATE
MECHANICALLY FASTENED
TO 2"x2"x1/8" CONTRACTOR
SUPPLIED HSS STEEL POST
(8' LONG, 6' ABOVE GRADE)
1'-0"1'-6"6'-0" TO GRADE1N.T.S 4 N.T.S 7 N.T.S
5N.T.S 2N.T.S
TESLA CHARGING CABINET ANCHOR BOLT PLAN
TESLA CHARGING CABINET DIMENSIONS
9 N.T.S 6 N.T.S 3N.T.S 12 N.T.S 8"SEE PLAN
CONCRETE PAD NOTES & CONCRETE SPECIFICATIONS:
1. FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THE
PLANS. OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF
OFF-SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLER
AT A SPEED OF LESS THAN 2 FPS, 6 PASSES MINIMUM, TO PROVIDE UNYIELDING SURFACE.
2. UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP. BACKFILL UNDERCUT
AREA WITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL.
3. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)=2500 psi.
4. REINFORCING BAR TO BE ASTM A615 GRADE 60.
5. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI SPECIFICATIONS.
6. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI 318-14 AND
APPLICABLE STATE BUILDING CODE.
7. PAD SHALL BE A MINIMUM OF 8" IN THICKNESS. THICKNESS OF PAD SHALL INCREASE AS THE
PERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 6" OF SOIL COVER TO THE
BOTTOM OF THE PAD.
6" MIN, COMPACTED
FROST-FREE GRAVEL FILL
#4 BARS @12" O.C.
EACH WAY
CENTERED IN SLAB
PROPOSED CONCRETE
UNDISTURBED SOIL OR PREPARED
SUBGRADE (95% STANDARD PROCTOR)
GRADE2"3"MIN1/2" CHAMFER
A 11.05.21REV.DATEDESCRIPTIONDrawing Name: O:\2021\2021095\98 - TRT 18712 - Carmel, IN\dwg\2021095.98- Carmel, IN N Illinois - CD90.dwgJune 10, 2022 12:28 PM - jarchDESIGNERINSTALL MANAGER
C-3
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
2021095.98
ABRWILL
CARTER11545 N ILLINOIS ST.(TESLA STATION) - TRT18712CARMEL, IN 46032B 11.19.21 ISSUED FOR 90% REVIEWC 04.25.22ISSUED FOR 90% REVIEWISSUED FOR SIGN AND SEALXXX
XXX
XXX
XXX
1 2 3 4
C
B
A
GPD GROUP, INC. ®
520 South Main Street, Suite 2531
Akron, OH 44311
330.572.2100 Fax 330.572.2101
1 06.10.22 REVISIONS FOR CITY COMMENTSCIVIL DETAILSTYPICAL PARKING SIGN DETAIL
SWITCHGEAR MOUNTING DETAIL
CONCRETE PAD DETAIL CHARGING POST ELEVATION
TESLA CHARGING CABINET
ENCLOSURE: INGRESS PROTECTION IP66
WEIGHT: 1110 kg, 2448 lbs.
COMPLIANCE: UL 2202
NOTES:
1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE
HOOKS. A FORKLIFT OR PALLET JACK CAN ALSO BE USED
TO MOVE CABINET IF DONE PROPERLY.
2. VERIFY CABINET PART# AND ASSOCIATED DIMENSIONS
PRIOR TO CONSTRUCTION52.76"89.5"54.72"
49.21"88.32"41.98"
37.8"
35.83"33.86"SIDE
TOP
VENT
FAN
DEADBACK DEADBACKNOTE:
1. TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT CHARGING CABINET ANCHORING
BOLT LOCATIONS AND CONDUIT STUB UP LOCATIONS.
2. BOLT HOLES FOR REFERENCE ONLY.
3. USE DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO LHD1) TO SEAL ENDS OF CONDUIT (TYP.
ALL CONDUITS FOR CHARGING CABINETS AND CHARGE POSTS)
4. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS.
OPENING FOR
SHARED DC BUSS
CONNECTIONS
BETWEEN CABINETS
52.76"33.86"AC AC
COMM
BUS
BUS
BUS
BUS
BUS
BUS
BUS
BUS
BUS
BUS
BUS
BUS
POST
A
POST
BPOST
C
POST
D
FRONT
BACK 6.7"21.19"4.56"
14"
15.59"
24.84"
9.26"9.25"
10.83"0.65"21.84"24.4"33.86"INCOMING FROM SOURCE:
(2) AC CONDUITS. STUB UP
SHALL BE 6" OFF GROUND
AND END IN FEMALE NPT
THREADED COUPLING (SEE
NOTE 4). SEE FEEDER
SCHEDULE FOR CONDUIT
SIZE/QUANTITY
CAST-IN-PLACE FOUNDATION:
(4) 5/8" DIA. HILTI KWIK BOLT
TZ STAINLESS STEEL
ANCHORS, 3-1/8" MIN.
EMBEDMENT WITH 8" MIN.
BOLT SPACING AND EDGE
DISTANCE PROVIDED AND
INSTALLED BY CONTRACTOR
OUTGOING TO POSTS:
STUB UP SHALL BE 6" OFF
GROUND AND END IN
FEMALE NPT THREADED
COUPLING (SEE NOTE 4).
SEE FEEDER SCHEDULE FOR
CONDUIT SIZE/QUANTITY.
DETAIL NOT USED
10 N.T.S CHARGING POST CONTINUOUS CURB AND WALL FOUNDATION DETAIL
CHARGING POST CONTINUOUS CURB AND WALL REINFORCEMENT DETAIL
NOTES:
1. REFER TO SWITCHGEAR MANUFACTURER DRAWINGS
FOR MOUNTING HOLE LOCATIONS, SWITCHGEAR BAY
DIMENSIONS, AND BASE CHANNEL DIMENSIONS.
2. MINIMUM EDGE DISTANCE FOR PROPOSED
ANCHORAGE SHALL BE 8".
TYPICAL
BOTTOM VIEW
LAYOUT. SEE
NOTE 1
DETAIL 1
BOTTOM
VIEW
SEE NOTE 1
SEE NOTE 19/16" DIA.
MOUNTING
HOLES (TYP.)
FRONT OF
SWITCHGEAR
PROPOSED
SWITCHGEAR
ASSEMBLY CABINET
HEAVY DUTY NUT
BELLEVILLE WASHER
PROPOSED 1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL ANCHOR 3-1/4"
EFFECTIVE EMBEDMENT MIN.
(ESR#1917)
PROPOSED
CONCRETE SLAB
HAND HOLE
GROUND LUG
BOLT COVER
3/4" CHAMFER
CONTRACTOR SHALL COORDINATE WITH POLE MANUFACTURER FOR ANCHOR BOLTS
#6 CU. BARE GROUND CONDUCTOR
BRANCH CIRCUIT WIRING IN CONDUIT AT 24" (MINIMUM) BELOW GRADE
1" SPARE CONDUIT STUBBED INTO POLE BASE & CAPPED 12" FROM BASE
3/4"x10'-0" CU. CLAD GROUND ROD
(6) #6 REBAR (VERTICAL) TIE-WIRED TO #4 REBAR TIES AT 12" ON CENTER, U.N.O.
REINFORCED CONCRETE, 2500 PSI COMPRESSIVE STRENGTH
ADDITIONAL #4 REBAR TIES @ 3" ON CENTER
13
2'-0"
DIA.
3" CLEAR TYP.
MEASURED FROM
EDGE OF TIES 8'-0"GRADE
3" CLEARTYP.3'-0"11
9
8
5
4 3
3"3"2"1
2
3
4
5
6
7
8
10
11
12
13
14
9
2
1
7
14
6
12
10
EXISTING LIGHT POLE TO BE RELOCATED
RUB CONCRETE TO REMOVE SONOTUBE FORM LINES AND FILL ALL HOLES FOR
SMOOTH FINISH. WEATHERSEAL ALL EXPOSED CONCRETE.
LIGHT POLE FOUNDATION DETAIL
NOTES:
1. BOLLARD MUST BE FROM TESLA AND INCLUDE
WELDED ON FIXTURE ATTACHMENT PADS.
2. THE 4.33W, 315mA COMBINED TESLA LOGO AND
TASK LIGHT LED ASSEMBLIES DRAWS POWER
FROM THE PROPOSED SUPERCHARGER.
3. CONTRACTOR TO FIT REAR SKIN DURING
INSTALLATION AND REMOVE REAR SKIN UNTIL
TESLA INSPECTION IS COMPLETED.
20"
25-15/16"
6-3/32"
CONDUIT SIZE
3 INCH
CAR
SIDE
30"1/2"2"66-13/32"31-7/8"
30"
CURB
(1) WHITE,
55mA TASK
LIGHT LED
ASSEMBLY
(SEE NOTE 2)
(2) RED, 130mA "TESLA"
LOGO LED ASSEMBLIES
(SEE NOTE 2)
CAR SIDE
PAVEMENT
NOTE:
1. SEE CURB LENGTH ON SITE PLAN.
2. CHARGING POSTS AND PROPOSED FOUNDATION SHALL FOLLOW GRADE AS
EVENLY AS POSSIBLE.
3. REINFORCING BAR TO BE ASTM A615 GRADE 60.
4. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACI
SPECIFICATIONS.
5. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI
318-14 AND APPLICABLE STATE BUILDING CODE.
#4 TIE EVERY
1'-6" MAX.
#4 REBAR AT TOP
& BOTTOM (TYP.)CHAIR
REBAR (TYP.)
3"
MIN.3"MIN.TOP OF CURB
2'-4"6"EX. CURB
EXPANSION JOINT
DETAIL 1'-2"#4 TIE EVERY
1'-6" MAX.#4 REBAR AT TOP
& BOTTOM (TYP.)2'-4"3"3"PLAN
R=1
/4
"TYP.
ANCHORING NOTES:
ANCHORS: (4) 5/8” DIAMETER HILTI KWIK BOLT TZ
STAINLESS STEEL ANCHORS. 3-1/8” EFFECTIVE
EMBEDMENT MIN. 6” EDGE DISTANCE MIN.
(ESR#1917)
FASTENERS: (2) TOTAL 5/8” NUTS AND (2) TOTAL
5/8” WASHERS PER ANCHOR NUT AND WASHER
MATERIAL TYPE TO MATCH ANCHOR MATERIAL
(2) 5/8” NUT AND WASHER ABOVE BOLLARD
FLANGE, (1) BELOW.
CONTRACTOR TO PROTECT EXISTING CURB
AND PAVEMENT DURING INSTALLATION OF
CONCRETE FOUNDATION. REPAIR OR REPLACE
AS REQUIRED.
CAR SIDE
PAVEMENT
PROPOSED 20"
CONCRETE CURB
2'-4"
FOR REBAR
SPECIFICATIONS,
SEE DETAIL THIS
SHEET1'-2"6"COMPACTED
AGGREGATE
FOR REBAR
SPECIFICATIONS,
SEE DETAIL THIS
SHEET2'-4"5"7"#4 VERT. DOWEL @ 12"
O.C. (CENTERED IN
CURB). 90° HOOK INTO
PAD
#4 REBAR
(CONT.)3"3"2'-8"8"
8"2'-8"8"8"8"3"
MIN.
OPTIONAL
CONSTRUCTION
JOINT.
ROUGHEN
SURFACE
#4 REBAR
(CONT.)206/10/22
07/06/22