HomeMy WebLinkAboutC006.0-CivilDetailsSEE SITEPLAN FORSIGNTYPENOTES: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 ASREQUIRED.4.NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE 0.090"ALUMINUM PANELS WITH #680-82 RED REFLECTIVE VINYL APPLIED (VERIFYREFLECTIVITY 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 (IFAPPLICABLE).7.CONTRACTOR SHALL MOUNT SIGN POST IN 8" DIA., 3'-0" DEEP CONCRETE FOUNDATIONOR CONCRETE BOLLARD. SEE PLAN.8.SIGN POST SHALL BE POWDER COATED, COLOR - MEDIUM/DARK GREY9.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 TAMPERPRROOF SCREWS(TYP.)SIGN PLATEMECHANICALLY FASTENEDTO 2"x2"x1/8" CONTRACTORSUPPLIED HSS STEEL POST(8' LONG, 6' ABOVE GRADE)1'-0"1'-6"
6'-0" TO GRADE
1N.T.S4N.T.S7N.T.S5N.T.S2N.T.STESLA CHARGING CABINET ANCHOR BOLT PLANTESLA CHARGING CABINET DIMENSIONS9N.T.S6N.T.S3N.T.S12N.T.S8"SEE PLANCONCRETE PAD NOTES & CONCRETE SPECIFICATIONS:1.FOUNDATION AREA SHALL BE EXCAVATED TO THE DEPTH AND DIMENSIONS SHOWN ON THEPLANS. OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OFOFF-SITE. THE SUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLERAT 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 UNDERCUTAREA 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 ANDAPPLICABLE STATE BUILDING CODE.7.PAD SHALL BE A MINIMUM OF 8" IN THICKNESS. THICKNESS OF PAD SHALL INCREASE AS THEPERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 6" OF SOIL COVER TO THEBOTTOM OF THE PAD.6" MIN, COMPACTEDFROST-FREE GRAVEL FILL#4 BARS @12" O.C.EACH WAYCENTERED IN SLABPROPOSED CONCRETEUNDISTURBED SOIL OR PREPAREDSUBGRADE (95% STANDARD PROCTOR)GRADE2"
3"
MIN
1/2" CHAMFERA 11.05.21
REV.DATE DESCRIPTION
Drawing Name: O:\2021\2021095\98 - TRT 18712 - Carmel, IN\dwg\2021095.98- Carmel, IN N Illinois - CD90.dwgJune 10, 2022 12:28 PM - jarch
DESIGNERINSTALL MANAGERC-3JOB NO.ISSUED FOR:PERMITRECORDCONSTRUCTIONBID2021095.98ABRWILLCARTER11545 N ILLINOIS ST.
(TESLA STATION) - TRT18712
CARMEL, IN 46032
B 11.19.21 ISSUED FOR 90% REVIEW
C 04.25.22
ISSUED FOR 90% REVIEW
ISSUED FOR SIGN AND SEAL
XXXXXXXXXXXX1234CBAGPD GROUP, INC.®520 South Main Street, Suite 2531Akron, OH 44311330.572.2100Fax 330.572.21011 06.10.22 REVISIONS FOR CITY COMMENTS
CIVIL DETAILSTYPICAL PARKING SIGN DETAILSWITCHGEAR MOUNTING DETAILCONCRETE PAD DETAILCHARGING POST ELEVATIONTESLA CHARGING CABINETENCLOSURE: INGRESS PROTECTION IP66WEIGHT: 1110 kg, 2448 lbs.COMPLIANCE: UL 2202NOTES:1.CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYEHOOKS. A FORKLIFT OR PALLET JACK CAN ALSO BE USEDTO MOVE CABINET IF DONE PROPERLY.2.VERIFY CABINET PART# AND ASSOCIATED DIMENSIONSPRIOR TO CONSTRUCTION52.76"89.5"54.72"49.21"88.32"41.98"37.8"35.83"33.86"SIDETOPVENTFANDEADBACKDEADBACK NOTE:1.TESLA PROVIDED TEMPLATE PLATE TO BE USED TO LAYOUT CHARGING CABINET ANCHORINGBOLT 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 FORSHARED DC BUSSCONNECTIONSBETWEEN CABINETS52.76"33.86"ACACCOMMBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSPOSTAPOSTBPOSTCPOSTDFRONTBACK6.7"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 UPSHALL BE 6" OFF GROUNDAND END IN FEMALE NPTTHREADED COUPLING (SEENOTE 4). SEE FEEDERSCHEDULE FOR CONDUITSIZE/QUANTITYCAST-IN-PLACE FOUNDATION:(4) 5/8" DIA. HILTI KWIK BOLTTZ STAINLESS STEELANCHORS, 3-1/8" MIN.EMBEDMENT WITH 8" MIN.BOLT SPACING AND EDGEDISTANCE PROVIDED ANDINSTALLED BY CONTRACTOROUTGOING TO POSTS:STUB UP SHALL BE 6" OFFGROUND AND END INFEMALE NPT THREADEDCOUPLING (SEE NOTE 4).SEE FEEDER SCHEDULE FORCONDUIT SIZE/QUANTITY.DETAIL NOT USED10N.T.SCHARGING POST CONTINUOUS CURB AND WALL FOUNDATION DETAILCHARGING POST CONTINUOUS CURB AND WALL REINFORCEMENT DETAILNOTES:1.REFER TO SWITCHGEAR MANUFACTURER DRAWINGSFOR MOUNTING HOLE LOCATIONS, SWITCHGEAR BAYDIMENSIONS, AND BASE CHANNEL DIMENSIONS.2.MINIMUM EDGE DISTANCE FOR PROPOSEDANCHORAGE SHALL BE 8".TYPICALBOTTOM VIEWLAYOUT. SEENOTE 1DETAIL 1BOTTOMVIEWSEE NOTE 1SEE NOTE 1
9/16" DIA.MOUNTINGHOLES (TYP.)FRONT OFSWITCHGEARPROPOSEDSWITCHGEARASSEMBLY CABINETHEAVY DUTY NUTBELLEVILLE WASHERPROPOSED 1/2" HILTI KWIK BOLT TZSTAINLESS STEEL ANCHOR 3-1/4"EFFECTIVE EMBEDMENT MIN.(ESR#1917)PROPOSEDCONCRETE SLABHAND HOLEGROUND LUGBOLT COVER3/4" CHAMFERCONTRACTOR SHALL COORDINATE WITH POLE MANUFACTURER FOR ANCHOR BOLTS#6 CU. BARE GROUND CONDUCTORBRANCH CIRCUIT WIRING IN CONDUIT AT 24" (MINIMUM) BELOW GRADE1" SPARE CONDUIT STUBBED INTO POLE BASE & CAPPED 12" FROM BASE3/4"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 STRENGTHADDITIONAL #4 REBAR TIES @ 3" ON CENTER132'-0"DIA.3" CLEAR TYP.MEASURED FROMEDGE OF TIES8'-0"GRADE3" CLEAR
TYP.
3'-0"11985433"3"2"12345678101112131492171461210EXISTING LIGHT POLE TO BE RELOCATEDRUB CONCRETE TO REMOVE SONOTUBE FORM LINES AND FILL ALL HOLES FORSMOOTH FINISH. WEATHERSEAL ALL EXPOSED CONCRETE.LIGHT POLE FOUNDATION DETAILNOTES:1.BOLLARD MUST BE FROM TESLA AND INCLUDEWELDED ON FIXTURE ATTACHMENT PADS.2.THE 4.33W, 315mA COMBINED TESLA LOGO ANDTASK LIGHT LED ASSEMBLIES DRAWS POWERFROM THE PROPOSED SUPERCHARGER.3.CONTRACTOR TO FIT REAR SKIN DURINGINSTALLATION AND REMOVE REAR SKIN UNTILTESLA INSPECTION IS COMPLETED.20"25-15/16"6-3/32"CONDUIT SIZE3 INCHCARSIDE30"1/2"2"66-13/32"31-7/8"30"CURB(1) WHITE,55mA TASKLIGHT LEDASSEMBLY(SEE NOTE 2)(2) RED, 130mA "TESLA"LOGO LED ASSEMBLIES(SEE NOTE 2)CAR SIDEPAVEMENTNOTE:1. SEE CURB LENGTH ON SITE PLAN.2. CHARGING POSTS AND PROPOSED FOUNDATION SHALL FOLLOW GRADE ASEVENLY AS POSSIBLE.3. REINFORCING BAR TO BE ASTM A615 GRADE 60.4. ALL REINFORCING TO HAVE MINIMUM CONCRETE COVER PER ACISPECIFICATIONS.5. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI318-14 AND APPLICABLE STATE BUILDING CODE.#4 TIE EVERY1'-6" MAX.#4 REBAR AT TOP& BOTTOM (TYP.)CHAIRREBAR (TYP.)3"MIN.3"MIN.TOP OF CURB2'-4"6"EX. CURBEXPANSION JOINTDETAIL1'-2"#4 TIE EVERY1'-6" MAX.#4 REBAR AT TOP& BOTTOM (TYP.)2'-4"3"3"PLANR=1/4"TYP.ANCHORING NOTES:ANCHORS: (4) 5/8” DIAMETER HILTI KWIK BOLT TZSTAINLESS STEEL ANCHORS. 3-1/8” EFFECTIVEEMBEDMENT MIN. 6” EDGE DISTANCE MIN.(ESR#1917)FASTENERS: (2) TOTAL 5/8” NUTS AND (2) TOTAL5/8” WASHERS PER ANCHOR NUT AND WASHERMATERIAL TYPE TO MATCH ANCHOR MATERIAL(2) 5/8” NUT AND WASHER ABOVE BOLLARDFLANGE, (1) BELOW.CONTRACTOR TO PROTECT EXISTING CURBAND PAVEMENT DURING INSTALLATION OFCONCRETE FOUNDATION. REPAIR OR REPLACEAS REQUIRED.CAR SIDEPAVEMENTPROPOSED 20"CONCRETE CURB2'-4"FOR REBARSPECIFICATIONS,SEE DETAIL THISSHEET1'-2"6"COMPACTEDAGGREGATEFOR REBARSPECIFICATIONS,SEE DETAIL THISSHEET2'-4"5"7"#4 VERT. DOWEL @ 12"O.C. (CENTERED INCURB). 90° HOOK INTOPAD#4 REBAR(CONT.)3"3"2'-8"8"8"2'-8"8"8"8"3"MIN.OPTIONALCONSTRUCTIONJOINT.ROUGHENSURFACE#4 REBAR(CONT.)2
06/10/22
