HomeMy WebLinkAboutGN010.0-GeneralNotes6"
SEE NOTE 3
6"7.5"TYP6"MINUNDISTURBED SOIL(TYP.)EXISTING GRADE24" MIN
CLEAN GRANULAR BACKFILL. 6" LIFTMAXIMUM, PLATE TAMP (1/2"), 95%COMPACTION MINIMUM. PROVIDESLURRY BACKFILL AS ALTERNATEVERIFYSEE NOTE 4DETECTABLE WARNING TAPERED WITH BLACK LETTERINGINDICATING "ELECTRICAL" ANDROUTED ALONG CONDUIT PATHHAND-TAMPERED CLEANGRANULAR BACKFILL W/6" SAND BEDDING.PROVIDE SLURRYBACKFILL AS ALTERNATE(4) 4" PVC SCHEDULE 80 CONDUITS,FROM SERVICE UTILITYTRANSFORMER TO SERVICEENTRANCE EQUIPMENT. PROVIDESWEEPING NON-ACUTE ANGLEDBENDS FOR ALL CONDUITS.NOTES:1.SUPPORT POST:2-3" STD GALVANIZED PIPE CEMENTED IN GROUND. BOND POSTS TO GROUND FIELD.2.MOUNTING HARDWARE- 12 GAUGE 1-5/8" X 1-5/8" CONTINUOUS SLOT HOT DIPPEDGALVANIZED CHANNEL (e.g., UNISTRUT) COMPLETE WITH 1-1/4" X 5/16" DIA. 13 THD SPRINGNUT (2 PER CHANNEL), 5/16" HEX NUT, AND LOCK WASHER SECURELY MOUNTED TOSUPPORT POSTS.3.REFER TO FEEDER/CIRCUIT SCHEDULE FOR CONDUIT SPECIFICATION4.ALL ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. PROVIDE PVC TO RGSCOUPLER FOR TRANSITION.5.ALL CUT POST & UNISTRUT ENDS SHALL BE FILED, GALVANIZED AND CAPPED.NOTES:1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. ALL TRENCHING SHALL BEACCORDING TO THE LATEST OSHA STANDARDS.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR TO PRE-CONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELDCONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH TESLA CONTACT LISTED ONSHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING FOR ROUTING.5.VERIFY ALL REQUIREMENTS WITH POWER COMPANYPROPOSED 3" STDPIPE GALV. PIPE (TYP.)PROPOSEDCONCRETE PIERAPPROXIMATELY 12" Ø(2500 PSI CONCRETE)3"12"DIA.4'-0"
MIN.
1"
1"VERIFY WITHPOWERCOMPANYEXOTHERMIC WELD(TYPICAL)BOND POSTSTO GROUNDFIELD (TYPICAL)12"DC POST CONDUIT TRENCH DETAILGPROPOSED MAINSERVICEEQUIPMENTTO ADDITIONALCABINETSPROPOSEDCHARGINGCABINETPROPOSEDCHARGING POSTTO UTILITYTRANSFORMERMAIN BONDINGJUMPER (FACTORYINSTALLED PER NEC)PROPOSED #4/0 AWG CuGROUNDING ELECTRODECONDUCTOR TO (2) 5/8"x8'-0"GROUND RODS SPACED @6'-0" O.C. MIN.PROPOSED POSTEGC. SEEFEEDER/CIRCUITSCHEDULENGNGA 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 12:29 PM - jarch
DESIGNERINSTALL MANAGERE-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
ELECTRICAL
DETAILS 1N.T.S4N.T.S6N.T.S7N.T.S5N.T.S2N.T.SSECONDARY FEEDERS TRENCH DETAILTYPICAL TRENCH DETAIL98N.T.S3N.T.S10DETAIL NOT USEDH-FRAME FOUNDATION DETAILTYPICAL GROUNDING DIAGRAMDETAIL NOT USEDNOTES:1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF. ALL TRENCHING SHALLBE ACCORDING TO THE LATEST OSHA STANDARDS.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BYTHE CONTRACTOR TO PRE-CONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELDCONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH TESLA CONTACT LISTED ONSHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING FORROUTING.HAND-TAMPERED CLEANGRANULAR BACKFILL W/6" SAND BEDDING.PROVIDE SLURRYBACKFILL AS ALTERNATEUNDISTURBED SOIL(TYP.)EXISTING GRADE6"
MIN
24" MIN
CLEAN GRANULAR BACKFILL. 6" LIFTMAXIMUM, PLATE TAMP (1/2"), 95%COMPACTION MINIMUM. PROVIDESLURRY BACKFILL AS ALTERNATE6"6"VERIFYSEE NOTE 4VERIFY CONDUIT TYPE,SIZE AND QUANTITY WITHFEEDER SCHEDULEDETECTABLE WARNING TAPE REDWITH BLACK LETTERINGINDICATING "ELECTRICAL" ANDROUTED ALONG CONDUIT PATH6"
MIN 12"1" OF GRANULARBACKFILLBETWEENCONDUITSTO ADDITIONALPOSTSPROPOSED NEUTRALCONDUCTOR. SEEFEEDER/CIRCUITSCHEDULEPROPOSED CABINET EGC. SEEFEEDER/CIRCUIT SCHEDULEEXISTING GRADEDETAIL NOT USEDN.T.SN.T.SDETAIL NOT USED60"SEE ENLARGEDDETAIL (TYP.)GROUNDROD PERNEC 250SEE NOTE 1 IN DETAIL 7ON THIS SHEETMETERWARNING RIBBON12" ABOVE SERVICELATERAL PER NEC300.5(D) 3 (TYP)PT / CTCABINETGRADEMETER, CT AND PT CABINET H-FRAME DETAIL±6'-0"VERIFY UNISTRUTPLACEMENT WITHMOUNTING HOLELOCATIONS ONMANUFACTURERDRAWINGSPROVIDEUNISTRUTEND CAPSTO SWITCHGEAR(SEE NOTE 4 DETAIL7 ON THIS SHEET)FROMTRANSFORMER(SEE NOTE 4 INDETAIL 7 ONTHIS SHEET)1" OF GRANULARBACKFILLBETWEENCONDUITSNOTES:1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR TO PRE-CONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELDCONDITIONS VARY, CONTRACTOR SHALL COORDINATE WITH TESLA CONTACT LISTED ONSHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING FOR ROUTING.5.DC POST CONDUIT DUCT BANK DESIGN BY TESLA BASED ON RHO90 SOIL TYPE & BACKFILL.6.CONTRACTOR CAN REDUCE SPACING TO 6" IF SOIL TESTING IS PERFORMED AND RHO60 SOIL ISCONFIRMED.UNDISTURBED SOIL(TYP.)EXISTING GRADE6"
MIN
24" MIN
CLEAN GRANULAR BACKFILL.6" LIFT MAXIMUM, PLATETAMP (1/2"), 95%COMPACTION MINIMUM6"6"VERIFYSEE NOTE 4(4) DC POST CONDUIT CLUSTERSFROM EACH CABINET. REFER TOFEEDER SCHEDULE FOR CONDUITTYPE, SIZE AND QUANTITYDETECTABLE WARNING TAPERED WITH BLACK LETTERINGINDICATING "ELECTRICAL" ANDROUTED ALONG CONDUIT PATH6"
MIN
12"24"SEE NOTE 606/10/22