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Home My WebLink About2020.08.04 - Port St. Lucie, FL - Ft. Pierce Turnpike - TRT 13647 - S&SSHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47T-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984TITLE SHEET &PROJECT DATAINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWDRAWING INDEXFLOOD HAZARD AREA NOTEBEFORE SCALING & PLAN REPRODUCTION WARNINGALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:2017 FLORIDA BUILDING CODE, 6TH EDITION2017 NATIONAL ELECTRICAL CODEIN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.THE SITE IS LOCATED IN FLOOD ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD,AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH LESS THAN 1 FOOTOR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILE) PERFLOOD INSURANCE MAP NUMBER 1211C0286K, EFFECTIVE DATE - 02/19/2020.·INSTALL (4) V3 SUPERCHARGER CABINETS·INSTALL (16) V3 CHARGING POSTS·INSTALL (1) SWITCHGEAR ASSEMBLY WITH INTEGRATED MASTER CONTROLLER·INSTALL (1) UTILITY TRANSFORMERADDRESS:MILE MARKER 144, FLORIDA TURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984POWER COMPANY:FPLCONTACT: FAVYAN TORRES(954) 224-2448PROPERTY OWNER:FLORIDA'S TURNPIKE ENTERPRISECONTACT: FLORIDA TURNPIKECOMMUNICATIONS OFFICE(800) 749-7453EQUIPMENT SUPPLIER:TESLA, INC.3500 DEER CREEK ROADPALO ALTO, CA 94304(650) 681-5000GPD GROUP, INC. LIC. # - 30920 CONTACTS:PROJECT MANAGER:ZACHERY SHEETS, PE - OH# 77870(330)572-2148ZSHEETS@GPDGROUP.COMPROJECT COORDINATOR:UTILITY COORDINATOR:PERMIT COORDINATOR:DESIGN CRITERIA:WIND SPEED = 158 MPH 3-SECOND GUST, ULTIMATEEXPOSURE = CCATEGORY =IIFROST DEPTH = 0"SITE INFORMATION APPLICABLE CODESPROJECT DESCRIPTIONT-1TITLE SHEET & PROJECT DATACIVILSHEET TITLELOCATION MAPVICINITY MAPSITESITEGN-1GN-2GN-3C-1C-2C-3C-4C-5C-7GENERAL NOTESOVERALL SITE PLANDEMOLITION PLANSITE PLANGRADING PLANDIMENSION PLANCIVIL DETAILSGENERAL NOTESGENERAL NOTESC-8CIVIL DETAILSC-9CIVIL DETAILSEN-1ELECTRICAL GENERAL NOTESEN-2ELECTRICAL GENERAL NOTESE-1OVERALL UTILITY PLANE-2ELECTRICAL EQUIPMENT PLANE-3SYSTEM ONE-LINE DIAGRAME-4PANEL SCHEDULESE-5ELECTRICAL DETAILSG-1ARC FLASH LABEL DETAILSGROUNDING DETAILSAF-1E-7UTILITY DETAILSTROY EVESLAGE, PE - IN# PE11500164(317) 295-3179TEVESLAGE@GPDGROUP.COMSTEVE STOUT(330) 572-3619SSTOUT@GPDGROUP.COMZACHARY WHITNEY(206) 204-7397ZWHITNEY@GPDGROUP.COMCHARGING STATIONFT. PIERCE SERVICE PLAZAFPID# 422418-5-52-01MILE MARKER 144, FLORIDA TURNPIKE (TESLA STATION)PORT ST. LUCIE, FL 34984E-6ELECTRICAL DETAILSCONTRACTORS SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND FIELDCONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEERIN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK ORBE RESPONSIBLE FOR SAME.MAP DATA ©2019 GOOGLEMAP DATA ©2019 GOOGLELATITUDE (NAVD88)LONGITUDE (NAVD88)PERMITTING JURISDICTION:ST. LUCIE COUNTYCONTACT: TAHIR CURRY(PLANNING DEPARTMENT)(772) 462-2515COUNTY:ST. LUCIEN 27°18'00.41"27.300114W -80°22'19.40"80.372064--TESLA V3 DATASHEETELECTRICAL BREAKER SETTINGSEBS-1SHEET TITLEELECTRICALC-6SIGNING AND PAVEMENT MARKING PLANCIVIL ESTIMATED QUANTITIESTOTAL DISTURBED AREA±0.08 (3650 S.F.)EQUIPMENT AREA±0.01 (270 S.F.)C-10CIVIL DETAILSC-11CIVIL DETAILSE-8UTILITY DETAILS--TEMPORARY TRAFFIC CONTROL PLAN (BY OTHERS)E-9UTILITY DETAILSE-10UTILITY DETAILSL Sferra08/04/20 N.T.S1TESLA V3 DATASHEETSHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47-MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984INSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWTESLA V3DATASHEETFORREFERENCEONLYB06.18.20ISSUED FOR 100% REVIEW SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47GN-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984GENERAL NOTESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWGENERAL CONSTRUCTION NOTES1.FOR THE PURPOSE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY:GENERAL CONTRACTOR: TBDCONTRACTOR: TBDOWNER: TESLA2.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON EXISTING FILESPROVIDED BY FTE. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITYCOMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONALCOMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIESCAUSED BY HIS/HER WORK FORCE.3.ALL DIMENSIONS, GRADES, AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED ON EXISTINGFILES PROVIDED BY FTE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION/PROJECT MANAGER IF ANY DISCREPANCIESEXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY CHANGES. NO EXTRA COMPENSATIONSHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHOWNINCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.4.THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON DESIGN FILES PROVIDEDBY FTE. DUE TO THE LIMITATIONS IN TECHNOLOGY AND GROUND CONDITIONS, NOT ALL UNDERGROUNDUTILITIES ARE ABLE TO BE LOCATED. IF AN EXISTING UTILITY LINE IS DAMAGED DURING CONSTRUCTION, ITSHALL BE DETERMINED IF SAID UTILITY LINE WAS ABLE TO BE LOCATED WITH CURRENT TECHNOLOGY BEFORETHE UTILITY LOCATES WOULD TAKE RESPONSIBILITY. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITYTO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTINGCONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE ANDREPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE.5.ALL PROPERTY LINES, RIGHT OF WAYS, CENTERLINES, DIMENSIONS, GRADES, AND UTILITY LOCATIONSSHOWN ON THESE PLANS WERE BASED ON EXISTING DESIGN FILES. THE CONTRACTOR SHALL FIELD VERIFYALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION/PROJECTMANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARYCHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BEREDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOTBEEN GIVEN.6.THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALLCONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELDDOCUMENTS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TOPROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER PRIOR TO THE COMMENCEMENT OF WORK.7.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUES ALL APPROPRIATE NOTICES ANDCOMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLICAUTHORITY REGARDING THE PERFORMANCE OF WORK.8.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANYSPECIFICATIONS AND FEDERAL, STATE AND LOCAL JURISDICTION CODES, ORDINANCES AND APPLICABLEREGULATIONS.9.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATION ON THEDRAWINGS.10.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESSOTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACINGBETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFYDIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TOPROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BEREQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED ASPART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.11.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.12.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTORSHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TOPROCEEDING.13.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHERDISCIPLINES.14.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN INACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.15.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OFWORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALLNOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGSPRIOR TO BEGINNING CONSTRUCTION.16.THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TOCOMMENCEMENT OF WORK.17.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING ANDSTRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTIONOF THE OWNER.18.THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.19.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES ANDCONTRACTORS TO THE SITE AND/OR BUILDING.20.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OFCONSTRUCTION UNTIL JOB COMPLETION.21.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALLREVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.22.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESSTHAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERETHE WORK IS BEING COMPLETED DURING CONSTRUCTION.23.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALLTIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED ASDIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATINGOR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FORTHE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINEDSPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION.24.ONLY ITEMS SPECIFICALLY CALLED OUT TO BE REMOVED OR DEMOLISHED SHALL BE AFFECTED. ANY ITEMSINCLUDING, BUT NOT LIMITED TO, CURBS, PAVEMENT, UTILITY ITEMS, LANDSCAPING, ETC. SHALL REMAIN ANDBE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANYAFFECTED ITEMS AT OWNERS DISCRETION.25.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THEEXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED ATPOINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER,AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES.26.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENTOR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION.27.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSIONCONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERALAND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL.28.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW ORICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.29.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENTSTANDARD PROCTOR DENSITY UNDER PAVEMENT, SIDEWALKS AND STRUCTURES AND 80 PERCENTSTANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BEBACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION.30.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROMTHE SITE AND DISPOSED OF IN A LAWFUL MANNER.31.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHERDOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTIONAND PRIOR TO PAYMENT.32.THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTORUPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.33.THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.34.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE,AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED FOR SERVICE EQUIPMENT). HANDICAPACCESS MAY BE REQUIRED FOR CHARGING POSTS. SEE PLAN.35.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.36.CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FORCONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERALCONTRACTOR IMMEDIATELY.37.THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.38.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDEDBY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TOORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.EXISTING LEGENDAPPARENT PROPERTY LINEAPPARENT RIGHT OF WAYAPPARENT CENTERLINEOVERHEAD ELECTRICELECTRIC MAINELECTRIC LINELIGHT POLE CONDUITWATER MAINWATER LINEIRRIGATION LINEGAS LINESTORM LINESANITARY LINEEXISTING BUILDINGwwsastegcoeegsttumwtvgg pmpmbsaseptnkILIGHT POLEPOWER POLEPOWER/TELEPHONE POLELIGHT/TELEPHONE POLETELEPHONE POLEPOWER/LIGHT POLEUNKNOWN POLEELECTRIC METERELECTRIC MANHOLETRANSFORMERELECTRIC PULLBOXCATCH BASINCURB INLETSTORM MANHOLESANITARY MANHOLEUNKNOWN MANHOLESANITARY VALVESEPTIC TANKFIRE HYDRANTWATER METERWATER VALVESPRINKLER HEADWATER MANHOLEGAS VALVEGAS METERGAS MANHOLEGAS SERVICE METERTELEPHONE PEDESTALTELEPHONE MANHOLECABLE TV PEDESTALBOLLARDSIGNLUMINESCENT SIGNCLEANOUTYARD LIGHTFLAG POLEGAS PUMPMAIL BOXPOWER/LIGHT/TELE POLEgCHARGING POSTCURB AND GUTTERMETERDEAD BACKFRONTPROPOSED CONCRETEPROPOSED ASPHALTCURBWATER MAINPROPOSED RIVER ROCKIRRIGATION LINEGAS LINETRANSVERSE STRIPINGSTORM LINESANITARY LINEELECTRIC MAINLIGHT POLE CONDUITSIGN ON POSTELECTRIC LINEWATER LINEPROPOSED LEGENDCHARGING CABINETSWITCHGEARSIGN ON POST IN BOLLARDLIGHT POLETRAFFIC CONTROL NOTES1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UTILIZE THE TEMPORARY TRAFFIC CONTROL(TTC) PLAN BY AWP (AREA WIDE PROTECTIVE) TO ENSURE PROPER TRAFFIC CONTROL IS MAINTAINEDDURING CONSTRUCTION.2.DURING THE CONSTRUCTION PERIOD; SIDEWALKS, SHOULDERS, TRAVEL LANE(S), OR STREETS MAYHAVE TO BE TEMPORARILY CLOSED OR RESTRICTED FOR THE UNLOADING / LOADING OF EQUIPMENTOR AS A RESULT OF CONSTRUCTION ACTIVITIES THEMSELVES. IT IS THE CONTRACTOR'SRESPONSIBILITY TO COORDINATE DIRECTLY WITH THE LOCAL GOVERNING AUTHORITIES ON ANY SUCHCLOSURES AND MUST OBTAIN WRITTEN PERMISSION FROM THE APPROPRIATE AUTHORITIES PRIOR TOIMPLEMENTING SUCH CLOSURES OR RESTRICTIONS. ANY CLOSURE OR RESTRICTION MUST COMPLYWITH THE STATE MANUAL OF UNIFORM CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS(LATEST EDITION AND REVISION), AND WITH ANY AND ALL ADDITIONAL APPLICABLE CITY, VILLAGE, ORCOUNTY REQUIREMENTS. THE CONTRACTOR SHALL PREPARE AND SUBMIT A FORMAL TRAFFICCONTROL / MOT PLAN TO THE LOCAL GOVERNING AUTHORITIES IF REQUESTED. ALL REQUIREDCONSTRUCTION TRAFFIC MAINTENANCE DEVICES SHALL BE PROVIDED, ERECTED AND MAINTAINED,AND ULTIMATELY REMOVED BY THE CONTRACTOR.3.THE CONTRACTOR SHALL MAINTAIN SAFE AND SATISFACTORY ACCESS TO ALL ABUTTING PROPERTIESAND INTERSECTING STREET AT ALL TIMES DURING THE CONSTRUCTION OF THE IMPROVEMENTSANTICIPATED. DRIVEWAYS MUST BE MAINTAINED AND ALL TRENCHES SHALL BE BACKFILLED AT THEEND OF EACH WORK DAY. PER THE STATE MUTCD AND OTHER APPLICABLE APPROPRIATE GOVERNINGREQUIREMENTS, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS SUCH ASBARRICADES, SATISFACTORY BARRIERS, CONES, SIGNAGE, BARRELS, MESSAGE BOARDS, LIGHTING,FLAGMEN, LAW ENFORCEMENT OFFICERS, ETC. TO AVOID DAMAGE AND / OR INJURY TO VEHICLES ANDPERSONS TRAVERSING THE CONSTRUCTION AREA.MASTER CONTROLLERL Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47GN-2MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984GENERAL NOTESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWGENERAL SITE WORK NOTES CONTINUEDPART 1 - GENERALCLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION ANDFINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.1.1REFERENCES:A.(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYCONSTRUCTION-CURRENT EDITION).B.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS).C.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION).1.2INSPECTION AND TESTING:A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BYAN INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE CONTRACTOR.B.ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRYOUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCEOF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORKTHAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT.1.3SITE MAINTENANCE AND PROTECTION:A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE AND PROTECTION FROM COMMENCEMENT OF WORKUNTIL COMPLETION OF THE CONTRACT.B.AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBSDESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARENOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK.C.KEEP SITE FREE OF ALL PONDING WATER.D.PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTINGAGENCY AND EPA REQUIREMENTS.E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILARDEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OFCONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK.F.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THEOWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER ANDTHEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED.G.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTENNOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE.PART 2 - PRODUCTS2.1ALL BACKFILL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 125 OF THE FLORIDADEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONMANUAL, CURRENT EDITION, LATEST REVISION, FOR ALL ITEMS OF MATERIALS AND INSTALLATION.PAYMENT WILL BE MADE IN ACCORDANCE WITH THE TERMS OF THIS CONTRACT ONLY.PART 3 - EXECUTION3.1 GENERAL:A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENTCONTROL MEASURES PER APPLICABLE PLAN PREPARED BY CONTRACTOR. THE WORK AREA SHALL BECONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BEDRAINED AT ALL TIMES.B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES,ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK.C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS,RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACEOF THE SITE AREA TO BE CLEARED.D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINALGROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN ORPROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NOLESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRISTHEREBY EXPOSED.E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETSTHE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLEMATERIALS.F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROMCLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL.G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROMCLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED.H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TOVERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THEEXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOTSHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTIONMANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK ASINDICATED ON THE DRAWINGS.I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESSEXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER.J.DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING ASREQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION.K.THE BASE OF ALL FOUNDATION EXCAVATIONS SHOULD BE FREE OF WATER AND LOOSE SOIL PRIOR TOPLACING CONCRETE. CONCRETE SHOULD BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATING TOMINIMIZE BEARING SOIL DISTURBANCE. SHOULD THE SOILS AT BEARING LEVEL BECOME EXCESSIVELYDRY, SATURATED, DISTURBED OR OTHERWISE ALTERED, THE AFFECTED SOIL SHOULD BE REMOVEDPRIOR TO PLACING CONCRETE.3.2BACKFILL:A.AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATEDSTRUCTURE,INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACECONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIREDFINISHED GRADE.B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THEEXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.C.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULARBACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS NOT TO EXCEED 6-INCHESCOMPACTED THICKNESS PER 125-8.1.6. THE CONTRACTOR SHALL MEET THE MINIMUM COMPACTIONREQUIREMENT OF FDOT'S STANDARD SPECIFICATION 125.D.THE CONTRACTOR SHALL MEET THE MINIMUM COMPACTION REQUIREMENT OF FDOT'S STANDARDSPECIFICATION 125.3.3TRENCH EXCAVATION:A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS ORAS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING ASREQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS.B.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOSTCONDUIT.C.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, CONTACTENGINEER IMMEDIATELY.3.4TRENCH BACKFILL:A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITYREQUIREMENTS.B.NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING.C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFOREACCEPTANCE TESTING.D.THE CONTRACTOR SHALL PLACE BACKFILL ON BOTH SIDES OF THE CONDUIT IN ACCORDANCE WITHFDOT'S STANDARD SPECIFICATION 125.E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE.G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTINGUNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, FM1-T099.3.5FINISH GRADING:A.PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH,EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADINGSHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES.B.UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THECONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLEMATERIALS.C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TOTHEIR ORIGINAL CONDITION.D.CONTRACTOR TO GRADE SITE TO DRAIN AND NOT POND WATER.3.6ASPHALT PAVING:A.CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING PER LOCAL DOTSPECIFICATIONS, UNLESS OTHERWISE SPECIFIED.SIGN POST NOTES.1.ACCEPTABLE COLOR SUBSTITUTIONS:2.OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM3.CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS ARENECESSARY FOR ANY SIGN POST INSTALLATIONS, I.E. POST MATERIAL, PAINT COLORS, HARDWARE,ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALS PRIOR TOINSTALLATION.LANDSCAPE/IRRIGATION NOTES1.ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR MULCHED SHALL BE GRADED TO MATCHEXISTING CONDITIONS AND SODDED AT A 3:1 MAXIMUM SLOPE.2.SOD SHALL BE SELECTED PER ZONE AND MATCHED TO EXISTING SITE. SOD SHALL BE A FIRST GRADECERTIFIED BLEND CONTAINING NO MORE THAN 30 PERCENT OF OTHER GRASSES AND CLOVERS, ANDFREE FROM ALL NOXIOUS WEEDS.ZONES 3, 4 & 5: APPROVED BLUE GRASS BLENDZONE 6: APPROVED FESCUE BLENDZONES 7 & 8: APPROVED BERMUDA BLENDZONES 9 & 10: APPROVED ST AUGUSTINE FLORATAM BLEND3.ALL DISTURBED AND PROPOSED LANDSCAPE AREAS SHALL RECEIVE 3" WETTED DEPTH OF PINE STRAWMULCH TO MATCH EXISTING CONDITIONS. DO NOT USE CYPRESS MULCH.4.ALL PLANT MATERIAL TO BE FLORIDA NO. 1 GRADE.5.PLANT GUARANTEE (IF APPLICABLE): CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OFONE (1) YEAR FROM DATE OF PROJECT ACCEPTANCE BY THE OWNER.6.IRRIGATION RELOCATION: CONTRACTOR FIELD VERIFY IF EXISTING IRRIGATION IS PRESENT,DETERMINE POINT OF CONNECTION, SYSTEM PRESSURE, FIXTURE TYPES, AND POTENTIAL FOREXPANSION. IF FOUND THAT THE EXISTING IRRIGATION SYSTEM IS CAPABLE OF EXPANSION AND REUSETHAN IT SHALL BE MODIFIED TO PROVIDE 100% COVERAGE OF THE LANDSCAPE AREA. IF THE EXISTINGIRRIGATION SYSTEM IS NOT CAPABLE OF EXPANSION, CONTRACTOR TO INSTALL A NEW CONTROLLER,BOOSTER PUMP, AND OTHER APPARATUSES NEEDED FOR A COMPLETE IRRIGATION SYSTEM.IRRIGATED AREAS SHALL BE IRRIGATED BY DRIP IRRIGATION OR SIMILAR FIXTURES BY THE SAMESUPPLIER. CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED ORSTAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR SELECTION OF FIXTURES. SYSTEM SHALLINCLUDE ALL SPRINKLER FIXTURES, DRIP TUBING, PIPING, VALVES, WIRING AND CONTROLS TO PROVIDEA COMPLETE FUNCTIONAL SYSTEM THAT SHALL COMPLY WITH CITY CODE. PRIOR TO UPDATING THEIRRIGATION SYSTEM, A CERTIFIED IRRIGATION DESIGNER SHALL PROVIDE SHOP DRAWINGS TOENGINEER FOR APPROVAL. UPON APPROVAL OF SHOP DRAWINGS, THE UPDATED IRRIGATION SYSTEMSHALL BE APPROVED BY OWNER FOR FINAL ACCEPTANCE.PAINT COLOR SUBSTITUTIONS BRANDPANTONEBENJAMIN MOOREBEHRSHERWIN - WILLIAMSVALSPARCOOL GRAY #7#a6a19eFUSION / Af-675#a6a3a1EQUINOX FF31-1#9fa29dSTAMPED CONCRETE - 7655#a2a29b STONE MASON GRAY#a19c99COLORL Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47GN-3MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984GENERAL NOTESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWTYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERESPECIFICALLY DETAILED OR UNLESS OTHERWISE NOTED.DRAWINGS ARE NOT TO BE SCALED.THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORKREQUIRED, VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS, ANDDETERMINE THE EXTENT OF WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILLIMPACT THE WORK.EXISTING CONDITIONS, AS SHOWN ON THESE PLANS, ARE FOR REFERENCE ONLY. THECONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OFCONFLICT AMONG SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. THE CONTRACTORSHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY TO RESOLVE THE CONFLICT.ANY DEVIATION, MODIFICATION, OR SUBSTITUTION FROM THE BID SET OF STRUCTURAL DRAWINGSSHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW/APPROVAL PRIOR TO ITSUSE OR INCLUSION ON THE SHOP DRAWINGS. WITHOUT SUCH PRIOR APPROVAL, DEVIATIONS,MODIFICATIONS, OR SUBSTITUTIONS WILL BE REJECTED. COSTS FOR DEMOLITION AND REWORKOF SUCH ITEMS WILL BE BORNE BY THE CONTRACTOR.THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLYCOMPLETED FOR IN-SERVICE LOADS ONLY. THE MEANS, METHODS, PROCEDURES, ANDSEQUENCES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHICHINCLUDE THE DETERMINATION OF ALLOWABLE CONSTRUCTION LOADING OF THE STRUCTURE. THECONTRACTOR SHALL PROVIDE, DESIGN, MONITOR, AND MAINTAIN ALL NECESSARY TEMPORARYAND PERMANENT SYSTEMS (SHORING, BRACING, GUYS, FALSEWORK, FORMWORK, SHEETING, ETC.)TO ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. ANYSYSTEMS SHOWN ON THE DOCUMENTS ARE PARTIAL AND SCHEMATIC IN NATURE AND EXTENTSARE NOT ALL INCLUSIVE. ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENTEXISTING WORK.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. THE CONTRACTOR AND ALLSUBCONTRACTORS SHALL REVIEW THE STRUCTURAL CONTRACT DOCUMENTS AND SHALL NOTIFYTHE STRUCTURAL ENGINEER OF ANY CONFLICTS BETWEEN THOSE DOCUMENTS AND ANY SAFETYREGULATIONS. SUCH REVIEW AND NOTIFICATION SHALL OCCUR PRIOR TO PRODUCTION OF SHOPDRAWINGS.THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, AND EQUIPMENT FROM DAMAGE ANDSHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURINGCONSTRUCTION.SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANSAND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR.STRUCTURAL OBSERVATIONS PERFORMED BY THE ARCHITECT/ENGINEER DURING CONSTRUCTIONARE NOT SPECIAL INSPECTION SERVICES AND DO NOT WAIVE THE RESPONSIBILITY FOR THEINSPECTIONS REQUIRED OF THE BUILDING DEPARTMENT INSPECTOR OR THE TESTING AGENCY.ALSO, OBSERVATIONS DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOTBE CONSIDERED AS SUPERVISION OF CONSTRUCTION.NO STRUCTURAL ELEMENTS ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.GOVERNING BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITIONLATERAL LOAD DESIGN DATA:WIND DESIGN DATA (ASCE 7-10):BASIC WIND SPEED (Vult)BASIC WIND SPEED (Vasd)IMPORTANCE FACTOREXPOSURE CATEGORY1581221.0CMPHMPHGENERAL:MATERIAL PROPERTIES:PLATE: ASTM A36 UNOPIPE: ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI)TUBE: ASTM A1085 GRADE A (Fy = 50 KSI)DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE 2010 AISC (360-10)SPECIFICATIONS.ALL WELDING SHALL BE DONE USING E-70XX ELECTRODES IN ACCORDANCE WITH AWS D1.1SPECIFICATIONS.FIELD VERIFY ALL CONDITIONS AT AND CONNECTIONS TO THE EXISTING CONSTRUCTIONBEFORE FABRICATION.ALL EXPOSED STRUCTURAL STEEL, ANCHOR RODS AND BOLTS SHALL BE HOT DIPGALVANIZED PER ASTM A123.UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR RODS SHALL CONFORM TOASTM F1554 Gr 55 WITH HEAVY HEXAGONAL NUT.SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOPDRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS.SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THERESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOPAND ERECTION DRAWINGS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLEDIN THE FIELD.GENERAL:THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTORSHALL VERIFY ANY EXISTING FIELD CONDITION THAT MAY AFFECT THE INSTALLATION OF THEFOUNDATION SYSTEM.THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITYLOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CONTRACTOR SHALL PREDETERMINE UTILITYLOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF DEVIATION FROM PLANS EXIST. THECONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS.SHEETING, SHORING, AND DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR.NO GEOTECHNICAL REPORT WAS PROVIDED AT THE TIME OF FOUNDATION DESIGN. A SOILS TESTINGLABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW TO ENSURECONFORMANCE WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATIONS, BACKFILL, ANDFOUNDATION PHASES OF THE PROJECT.SPREAD/TRENCH FOOTINGS:DETERMINATION OF FINAL BEARING ELEVATIONS, TOPSOIL AND EXCAVATION STRIPPING DEPTH,INSPECTION OF ALL SUBSOIL EXPOSED DURING STRIPPING, SITE GRADING, EXCAVATION OPERATIONS,APPROVAL OF FILL MATERIALS, DENSITY TESTING OF FILLS TO ENSURE PLACEMENT PERSPECIFICATION REQUIREMENTS, INSPECTION OF FOUNDATION BEARING SURFACES, AND VERIFICATIONOF ALLOWABLE BEARING PRESSURES ARE THE TESTING LABORATORY'S RESPONSIBILITY.ALL FOUNDATIONS ARE TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL FREE FROMORGANIC MATTER. IF POOR SOIL CONDITIONS ARE ENCOUNTERED AT FOUNDATION DEPTHS SHOWN,NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH CONSTRUCTION.CONTRACTOR SHALL COMPACT SUBGRADE. SEE FROST/NO FROST DESIGN NOTES BELOW.FOUNDATIONS HAVE BEEN DESIGNED BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITYOF 1500 PSF.NEW FOOTINGS PLACED ADJACENT TO EXISTING FOOTINGS SHALL BEAR AT THE SAME ELEVATION,UNLESS NOTED OTHERWISE.STEP FOOTINGS AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL WITH A MAXIMUM VERTICALSTEP OF 2'-0" UNLESS NOTED OTHERWISE.INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT INDETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACEDIMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE INSPECTION.UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE APPROVALOF THE ENGINEER OF RECORD.GROUNDWATER ASSUMED TO BE BELOW EXCAVATION DEPTH. IF GROUNDWATER IS ENCOUNTEREDDURING EXCAVATION ON SITE, CONTRACTOR SHALL PROVIDE FOR ANY SITE DRAINAGE ANDDE-WATERING REQUIRED.CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UTILITIES PRIOR TOEXCAVATION. IF NECESSARY, UTILITIES SHALL BE RELOCATED PRIOR TO FOUNDATION INSTALLATION.CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALL CHARGING POST FOUNDATIONS -FROST DESIGN NOTES (I.E. BOTTOM OF FOUNDATION ABOVE FROST LEVEL):CONCRETE FOUNDATIONS SHOULD BEAR DIRECTLY ON A PROPERLY COMPACTED FREE-DRAININGGRANULAR FILL CONSISTING OF NO. 57 STONE OR AN APPROVED EQUIVALENT.GRANULAR FILL SHOULD EXTEND VERTICALLY TO THE MINIMUM RECOMMENDED REGIONAL FROSTDEPTH AND LATERALLY 2/3D FROM THE FOUNDATION PERIMETER (EXCLUDING SIDE OF PERIMETERADJACENT TO CURB). GRANULAR FILL SHOULD BE PLACED IN 8 INCH LOOSE LIFTS AND COMPACTEDWITH A VIBRATORY COMPACTOR. THE COMPACTION EQUIPMENT SHOULD BE OPERATED OVER THEFULL WIDTH OF THE FOUNDATION UNDERCUT AREA UNTIL VISIBLE DEFORMATION OF THE BACKFILLCEASES. SEE SHEET T-1 FOR LOCAL FROST DEPTH.GEOTEXTILE (FILTER FABRIC) SHOULD BE PLACED BETWEEN THE GRANULAR BACKFILL AND COHESIVESOILS TO PRECLUDE THE INFILTRATION OF FINES.CHARGING CABINET PRE-FABRICATED ASSEMBLY FOUNDATION & ALL CHARGING POST FOUNDATIONS -NO FROST DESIGN NOTES (I.E. BOTTOM OF FOUNDATION BELOW FROST LEVEL):CONCRETE FOUNDATIONS SHOULD BE SUPPORTED ON A 6 INCH COMPACTED LAYER OF APPROVEDFREE-DRAINING GRANULAR MATERIAL.APPROVED MATERIAL SHOULD BE COMPACTED OVER THE FULL WIDTH OF THE INFILL AREA UNTILVISIBLE DEFORMATION OF THE BACKFILL CEASES.GENERAL:ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD SPECIFICATION FORSTRUCTURAL CONCRETE" AND ACI 302, 305 AND 306 UNLESS NOTED OTHERWISE.ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI 318-14,"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE LATEST ACI "MANUAL OFSTANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" UNLESS NOTEDOTHERWISE.SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTORINSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF CONSTRUCTION JOINTS.SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS ARE TO BESUBMITTED TO THE ARCHITECT FOR APPROVAL.MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED SIZE SUITABLE FOR INSTALLATION METHODUTILIZED OR 1/3 CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. MAXIMUM SIZE MAY BEINCREASED TO 2/3 CLEAR DISTANCE PROVIDED WORKABILITY AND METHODS OF CONSOLIDATIONSUCH AS VIBRATING WILL PREVENT HONEYCOMBS OR VOIDS.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS:ALL CONCRETE - 4000 PSI. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (± 1%) AIRENTRAINMENT.REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED IN FLATSHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS.NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED.PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES DIRECTION.PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS.REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 4000 PSI CONCRETE OTHER TOP* BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE # 315191924 # 419252533 # 524313141 # 629373749* HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW BARNON-SHRINK GROUT SHALL MEET A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 6000 PSI.WHEN ALLOWED OR SPECIFIED, FIBER REINFOCED CONCRETE SHALL MEET THE FOLLOWINGSPECIFICATION:STRENGTH4000 PSI CNS-F*MINIMUM CEMENT FACTOR800#MAXIMUM W/C0.42ENTRAINED AIR6.5% AVG.SLUMP4" MAX. UNLESS HRWR OR MID RANGE WR; THEN 6" - 8"WATER REDUCERNORMAL TYPE ARETARDERNORMAL TYPE D AS NEEDED (REQUIRED IF CONCRETE TEMPERATURE EXCEEDS 85° F)CONCRETE TEMPERATURE50° - 90° FACCELERATORNON-CHLORIDE TYPE ONLY THE USE OF CALCIUM CHLORIDEIS PROHIBITED.FIBER1.5" @ 1.5 LBS. PER CUBIC YARD (AS FIBERMESH 300 OREQUIVALENT)*'CNS': DESIGNATES A CONCRETE MIX DESIGN WITH 2 GALLON PER CUBIC YARD OF CALCIUM NITRITE CORROSION-INHIBITOR AT 7.5% SILICA FUME.'F:' DESIGNATES A CONCRETE MIX DESIGN WITH 1.5 LBS. FIBRILLATED MONOFILAMENT FIBER 1.5 INCHES IN LENGTH REINFORCEMENT PER CUBIC YARD OF CONCRETESEISMIC DESIGN DATA (ASCE 7-10):SEISMIC IMPORTANCE FACTOR (I)RISK CATEGORYSITE CLASSMAPPED SPECTRAL RESPONSESHORT PERIODS (Ss)1 SEC. PERIODS (S1)SPECTRAL RESPONSE COEFF.SHORT PERIODS (SDS)1 SEC. PERIODS (SD1)SEISMIC DESIGN CATEGORYA0.0450.0590.0280.056D(ASSUMED)II1.0DESIGN LOADINGS:GOVERNING BUILDING CODE:GENERAL PROVISIONS:FOUNDATION SYSTEMS:CONCRETE:STRUCTURAL STEELSPECIAL INSPECTIONS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND OVERSEEING OF ALL SPECIAL INSPECTIONSREQUIRED BY THE AUTHORITY HAVING JURISDICTION. SPECIAL INSPECTIONS MUST BE COMPLETED PRIOR TOFINAL INSPECTION APPROVAL.EXISTING SLAB REINFORCEMENT INVESTIGATION/X-RAY:CONTRACTOR SHALL VERIFY POST TENSIONING AND REINFORCEMENT LOCATION IN EXISTINGCONCRETE SLAB PRIOR TO DRILLINGL Sferra08/04/20 N.T.S1TEMPORARY TRAFFIC CONTROL PLAN (BY OTHERS)SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47--MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984INSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWFORREFERENCEONLYB06.18.20ISSUED FOR 100% REVIEWTEMPORARY TRAFFICCONTROL PLAN (BY OTHERS) SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984OVERALL SITEPLANOVERALL SITE PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWFT. PIERCESERVICE PLAZAPROJECT AREA: SEE SITEPLAN ON SHEET C-3.1.AERIAL IMAGERY FROM GOOGLE EARTH DATED ON01/14/2019. THIS PLAN IS FOR REFERENCE ONLY.MAP DATA: GOOGLE, LANDSAT, COPERNICUS2.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.NOTES:0'20'40'SCALE: 1"=20'L Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-2MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984DEMOLITION PLANDEMOLITION PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWDEMOLITION KEYNOTES AND LEGEND1.EXISTING CURB TO BE REMOVED.2.EXISTING TREES SHUMARD OAK (TYP. OF 2) AND CREPE MYRTLE (TYP. OF 1) TO BE REMOVED.CONTRACTOR SHALL VERIFY EXACT SIZE IN FIELD.3.EXISTING PAVEMENT MARKINGS TO BE REMOVED. CONTRACTOR SHALL REMOVE MARKINGS WITH SMALLHANDHELD GRINDERS, SCARIFIERS, BEAD BLASTING, SAND BLASTING, WATER BLASTING OR OTHERMETHODS, WITH THE APPROVAL OF THE ENGINEER OF RECORD. TAKE CARE DURING MARKING REMOVALTO NOT SCAR, DISCOLOR, OR OTHERWISE DAMAGE THE PAVEMENT SURFACE. DO NOT OVER PAINT ORUSE OTHER METHODS OF COVERING MARKINGS IN LIEU OF REMOVAL. WATER BLASTING METHOD SHALLNOT BE USED DURING FREEZING WEATHER CONDITIONS.4.EXISTING CURB RAMP TO BE REMOVED.#XX L.F.±DENOTES LIMITS OF SAWCUT1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEENCONCRETE AND ASPHALT AND WHERE PROPOSEDASPHALT MEETS EXISTING, INCLUDING SAW CUTJOINTS.2.THE CONTRACTOR SHALL ENSURE THE EXISTINGCURBING AND PAVEMENT IS NOT DAMAGEDACCESSING WORK AT THE SITE. THE CONTRACTORSHALL BE RESPONSIBLE TO REPLACE CURBING ANDPAVEMENT IF DAMAGED.3.FOR TRAFFIC CONTROL PROCEDURES(IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ONSHEET GN-1.GENERAL SHEET NOTES1.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.NOTE:1PROPOSED INLET INSERT SEDIMENT CONTAINMENT SYSTEM.CONTRACTOR SHALL MEET FLORIDA STANDARD SPECIFICATIONS104 AND THE FLORIDA E&SC DESIGNER & REVIEWER MANUAL.EXISTING ASPHALT TO BE REMOVEDFULL DEPTH RECONSTRUCTION(APPROXIMATELY 145 SF)22TYP.39'-0"TYP.18'-0" TYP. 24'-0" EX. DRIVE AISLE 4 L.F.±7 L.F.±13 L.F.±8 L.F.±TREE PROTECTION FENCE, SEE SHEET C-90'20'10'SCALE: 1"=10'1411 L.F.±1 L.F.±21 L.F.±28 L.F.±1 L.F.±11 L.F.±APPROXIMATE BOUNDARY FOR CLEARING ANDGRUBBING (3,987 S.F.)TYP.3CONSTRUCTION STAGING AREAL Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-3MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984SITE PLANSITE PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWCONSTRUCTION KEYNOTES AND LEGEND1.PROPOSED PAD MOUNTED ELECTRICAL UTILITY TRANSFORMER (BYUTILITY). CONTRACTOR SHALL PROVIDE CONCRETE PAD PER UTILITYSPECIFICATIONS. COORDINATE FINAL LOCATION WITH UTILITY. SEEELECTRICAL PLANS FOR PROPOSED ROUTING.2.PROPOSED EQUIPMENT CLEAR SPACE (TYPICAL).3.PROPOSED ELECTRIC METER MOUNTED TO H-FRAME PER ELECTRICCOMPANY SPECIFICATIONS AND DETAILS ON ELECTRICAL SHEETS.4.PROPOSED SWITCHGEAR ASSEMBLY PER ELECTRICAL DRAWINGS.SEE SHEET C-8 FOR ANCHORAGE DETAIL.5.PROPOSED TESLA CHARGE POST WITH INDIVIDUAL CAST IN PLACECONCRETE FOUNDATION (TYPICAL OF 16). SEE DETAILS ON SHEETC-7.6.PROPOSED TESLA NON-ILLUMINATED PARKING SIGN (TYPICAL OF 16).SEE DETAILS ON SHEET C-7. SEE CHARGING POST SCHEDULE THISSHEET FOR SIGN TYPE.7.PROPOSED TESLA "DESIGNED FOR DISABLED ACCESS" PARKINGSIGN (TYP. OF 1). SEE DETAILS ON SHEET C-9.8.PROPOSED TESLA CHARGING CABINET WITH CONCRETEFOUNDATION (TYPICAL OF 4). SEE DETAILS ON SHEETS C-7 & C-8.9.PROPOSED MASTER CONTROLLER INTEGRATED IN SWITCHGEAR.SEE ELECTRICAL SHEETS.10.PROPOSED CONCRETE PAD. SEE DETAIL ON SHEET C-8.11.PROPOSED 6" WIDE SOLID WHITE THERMOPLASTIC STRIPE PER FDOTSTANDARD PLANS 711-001.12.NOT USED.13.PROPOSED 6" WIDE WHITE THERMOPLASTIC TRANSVERSE STRIPING.STRIPING SHALL BE (3) - 6" WHITE STRIPES EQUALLY SPACED PERAISLE. SEE DETAIL ON SHEET C-8.14.PROPOSED 12" THERMOPLASTIC CROSSWALK STRIPING PER FDOTSTANDARD PLANS 711-001.15.PROPOSED FDOT TYPE D CONCRETE CURB. SEE DETAIL ON SHEETC-8.16.PROPOSED ADA RAMP, TYPE, CR-L. SEE DETAIL ON SHEET C-10.REFER TO GRADING PLAN AND FDOT STANDARD INDEX 522-002 FORMORE DETAIL.17.FLUSH CONCRETE CURB. SEE DETAIL ON SHEET C-10.18.PROPOSED WHEELSTOPS (TYP. OF 16). SEE DETAIL ON SHEET C-10.19.ALL DISTURBED AREAS NOT TO BE PAVED SHALL BE SODDED PERLANDSCAPE/IRRIGATION NOTES ON SHEET GN-2.20.PROPOSED LANDSCAPE: TREE. (2) TOTAL QUANTITY QUERCUSSHUMARDII, SHUMARD OAK. TO BE PLANTED AT 3" CAL., 14-16' HT, 6-8'SPREAD MINIMUM, B&B. SEE PLANTING DETAIL ON SHEET C-9 ANDLANDSCAPE/IRRIGATION NOTES ON SHEET GN-2.21.PROPOSED LANDSCAPE: TREE. (1) TOTAL QUANTITY LAGERSTROMIAINDICA 'MUSKOGEE', CREPE MYRTLE (LAVENDER). TO BE PLANTEDAT 3" CAL., 12-14' HT., 4'6' SPREAD MINIMUM, CONTAINER. SEEPLANTING PLAN ON SHEET C-9 AND LANDSCAPE/IRRIGATION NOTESON SHEET GN-2.#PARKING STALL SCHEDULE17EXISTING STANDARDSTALLS UTILIZED AS ARESULT OF THIS PROJECTPROPOSED TESLA STALLS16PROPOSED STANDARD STALLSNET STALL COUNT0-1V3 TESLA OUTDOOR EQUIPMENT SCHEDULETESLA EQUIPMENTCHARGING POST DESCRIPTIONVERSION 31450758-00-D4PART NUMBERQUANTITYVERSION 316CHARGING CABINET1088585-00-DSITE MASTER CONTROLLERINDUSTRIAL SITE CONTROLLER11137202-02-CCHARGING POST FOUNDATIONUNIVERSAL PRECAST1478598-00-A16ASY CONST. TEMPLATE SC31521279-00-A4CHARGING CABINET BASE TEMPLATE1.APPLY LIQUID ASPHALT AT ALL JOINTS BETWEENCONCRETE AND ASPHALT AND WHERE PROPOSEDASPHALT MEETS EXISTING, INCLUDING SAW CUTJOINTS.2.THE CONTRACTOR SHALL ENSURE THE EXISTINGCURBING AND PAVEMENT IS NOT DAMAGEDACCESSING WORK AT THE SITE. THE CONTRACTORSHALL BE RESPONSIBLE TO REPLACE CURBING ANDPAVEMENT IF DAMAGED.3.FOR TRAFFIC CONTROL PROCEDURES(IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ONSHEET GN-1.GENERAL SHEET NOTESCHARGING POST CIRCUIT SCHEDULECHARGING CABINETDEDICATED/ENABLEDCHARGE POST1A1BDEDICATEDDEDICATED1C1DDEDICATEDDEDICATED2A2B2C2D1210'20'10'SCALE: 1"=10'CHARGING CABINETDEDICATED/ENABLEDCHARGE POST3A3B3C3D4A4BENABLED4C4DENABLEDENABLEDENABLED34DEDICATEDDEDICATEDDEDICATEDDEDICATEDENABLEDENABLEDENABLEDENABLED12341A234TYP.5TYP.68910106TYP.111315201919PROPOSED ASPHALT PAVEMENTSEE DETAIL ON SHEET C-8.(APPROXIMATELY 147 SF) TRENCHINGNOT INCLUDED192119OVERALL EXISTING STALLS282281OVERALL REMAINING STALLSCIVIL ESTIMATED QUANTITIESTOTAL DISTURBED AREA±0.08 (3650 S.F.)EQUIPMENT AREA±0.01 (270 S.F.)1B1C1D2A2B2C2D3A3B3C3D4A4B4C4DTYP.5TYP.678108108101417162' DETECTABLEWARNINGSPROPOSED CONCRETE SIDEWALKSEE DETAIL ON SHEET C-10.(APPROXIMATELY 100 SF)TYP.1415152' DETECTABLEWARNINGSTYP.18TYP.181715L Sferra08/04/20 23.73±T=24.23±B=23.73±TP=25.591.6%T=23.99±B=23.49±T=24.07B=23.57T=24.11B=23.6123.40±23.48±25.3125.4325.1925.3125.4025.2925.3525.49TP=25.6525.0524.9024.9624.98TP=25.2124.4724.3224.3824.40TP=24.6324.3124.1624.2224.25TP=24.6323.9123.7623.8223.84TP=24.0822.98EX.1.5%1.5%1.5%1.5%22.91EX.23.26EX.0.9%1.6%2324252627232 8 2 7 26252627282 8 2 7 26 25 24 23 22 21 20 2526272 82825 22.95EX.22.65EX.22.63EX.2.8%2.8%T=23.48±*B=22.98±*T=23.52B=23.02T=23.53B=23.03T=23.04B=23.04T=23.54B=23.04T=23.58±*B=23.08±*T=23.61B=23.61T=23.61B=23.11T=23.50B=23.0023.64±*T=23.60B=23.1022.97±*22.95±*22.97±*23.11±*2322.45EX.22.45EX.23.20EX.22.70EX.22.82EX.T=23.51B=23.01T=23.55B=23.05T=23.54B=23.040.35%0.64%272625 24 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-4MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984GRADING PLANGRADING PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWGRADING LEGENDEXISTING ELEVATION 000.00EX.PROPOSED ELEVATION AT FINISHED GROUND ELEVATION000.00PROPOSED TOP OF CURB ELEVATIONPROPOSED BOTTOM OF CURB/FINISHED PAVEMENT ELEVATIONT=000.00B=000.00PROPOSED TOP OF PAD ELEVATIONTP=000.00MATCH EXISTING ELEVATION000.00±*PROPOSED DRAINAGE SLOPE AND DIRECTION0.0%BENCHMARKSEE CLARK SURVEY FOR ALL APPLICABLE BENCHMARKS.1.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.2.THE EXISTING ELEVATIONS SHOWN ON THISGRADING PLAN HAVE BEEN OBTAINED BYCONTOURS FROM THE FORT PIERCE SITE PLAN.THE CONTRACTOR SHALL FIELD VERIFY THEEXISTING ELEVATIONS AND NOTIFY THEENGINEER SHOULD A DISCREPANCY EXIST. INADA SPACES, NO SLOPE SHALL EXCEED 2% INANY DIRECTION.NOTE:0'20'10'SCALE: 1"=10'L Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-5MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984DIMENSION PLANDIMENSION PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.NOTE:R = 1 '0'20'10'SCALE: 1"=10'16'-6"47'-5"82'-9"118'-1"4'-3"5'-9"5'-0"4'-3"5'-9"5'-0"4'-3"5'-9"5'-0"4'-3"5'-9"5'-0" 4'-0"5'-2"3'-10"13'-0" 3'-0"TYP.12'-0"9'-0"TYP.18'-0"TYP.6'-0"24'-6"15'-8"6'-0"5'-3"6'-0"4'-11"6'-0"7'-4"4'-5"5'-0"3'-0"13'-10"R15'-0"R5'-0"R1'-0"R1'-0"2'-6"7'-6"6'-8"7'-10"7'-10"7'-5" 4'-4"2'-7"12'-5"L Sferra08/04/20 TESLADEDICATEDPARKINGSIGNTESLADEDICATEDPARKINGSIGNSHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-6MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984INSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWSIGNING AND PAVEMENTMARKING PLANSIGNING AND PAVEMENT MARKING PLAN520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.NOTE:VEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKING·TESLA DISABLEDACCESSPARKING SIGN·TESLA ENABLEDPARKING SIGNDESIGNED FORDISABLED ACCESSUSE LASTPROPOSED 6" SOLIDWHITETHERMOPLASTICPAVEMENT MARKINGPER FDOT STANDARD.PROPOSED 6" WIDE WHITETHERMOPLASTIC TRANSVERSESTRIPING. STRIPING SHALL BE (3) -6" WHITE STRIPES EQUALLYSPACED PER AISLE.0'20'10'SCALE: 1"=10'3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGN3030 MINUTEGENERAL PARKINGTESLAENABLEDPARKINGSIGNVEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGNVEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGNVEHICLECHARGINGONLYVEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGNVEHICLECHARGINGONLYVEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGNVEHICLECHARGINGONLYTESLADEDICATEDPARKINGSIGN4'-6"13'-6"22'-6"31'-6"40'-6"49'-6"58'-6"67'-6"76'-6"85'-6"94'-6"103'-6"112'-6"121'-6"130'-6"141'-0"PROPOSED 6" SOLID WHITETHERMOPLASTIC PAVEMENTMARKING PER FDOT STANDARD.PROPOSED 12" WIDE WHITETHERMOPLASTIC CROSSWALKSTRIPING PER FDOT 711-001.PROPOSED 12" WIDE WHITETHERMOPLASTIC CROSSWALKSTRIPING PER FDOT 711-001.L Sferra08/04/20 VEHICLECHARGINGONLYNOTES:1.SIGN AND TAMPER PROOF HARDWARE SHALL BE PROVIDED BY TESLA.2.GALVANIZED 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" ALUMINUMPANELS 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 ORCONCRETE 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.#8 FLATHEADSCREW (TYP.)SIGN PLATEMECHANICALLYFASTENED TO 2"x2"x1/8"CONTRACTOR SUPPLIEDHSS STEEL POST(8' LONG, 6' ABOVEGRADE)1'-0"1'-6" 6'-0" TO GRADE 3030 MINUTEGENERAL PARKINGNOTES:1.SIGN AND TAMPER PROOF HARDWARE SHALL BE PROVIDED BY TESLA.2.POST 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" ALUMINUMPANELS 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 ORCONCRETE 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.#8 FLATHEADSCREW (TYP.)1'-0"1'-6" 6'-0" TO GRADE SIGN PLATEMECHANICALLYFASTENED TO 2"x2"x1/8"CONTRACTOR SUPPLIEDHSS STEEL POST(8' LONG, 6' ABOVEGRADE)SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-7MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984CIVIL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1N.T.S3N.T.S5N.T.S6N.T.S4N.T.S2N.T.STESLA CHARGING CABINET ANCHOR BOLT PLANTESLA ENABLED NON-ILLUMINATED PARKING SIGN DETAILCHARGING POST ELEVATIONCHARGING POST CONCRETE FOUNDATIONTESLA DEDICATED NON-ILLUMINATED PARKING SIGN DETAILTESLA CHARGING CABINET DETAILINCOMING FROM SOURCE:(3) AC CONDUITS. STUB UP SHALL BE 6"OFF GROUND AND END IN FEMALE NPTTHREADED COUPLING (SEE NOTE 4).SEE FEEDER SCHEDULE ON SHEET E-3FOR CONDUIT SIZE/QUANTITY.TESLA CHARGING CABINETENCLOSURE: INGRESS PROTECTION IP66WEIGHT: 1500.03 kg, 3307 lbs.COMPLIANCE: UL 2202NOTES:1.CABINET SHOULD BE LIFTED USING ROOFMOUNTED EYE HOOKS. A FORKLIFT OR PALLETJACK CAN ALSO BE USED TO MOVE CABINET IFDONE PROPERLY.2.SEE EN-1 FOR CHARGING CABINET NOTE.52-3/4"86-13/64"54-23/32"49-7/32"85-1/32"42-7/32"37-15/16"35-53-64"28-45/64" 32-63/64"FRONTSIDETOPVENTFANNOTE: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 STUBS5.SEE DETAIL 3 ON SHEET C-8 FOR FOUNDATION DETAILCAST-IN-PLACE:(4) 5/8" DIA. HILTI KWIK BOLTTZ STAINLESS STEELANCHORS, 3-1/8" MIN.EMBEDMENT PROVIDED ANDINSTALLED BY CONTRACTORPRECAST:(4) 5/8" DIA. STAINLESSGRADE 304 BOLTS PROVIDEDBY TESLA AND INSTALLED BYCONTRACTOROUTGOING TO POSTS:STUB UP SHALL BE 6" OFFGROUND AND END INFEMALE NPT THREADEDCOUPLING (SEE NOTE 4).CONDUITS/CONDUCTORSBY TESLA.1" CONDUIT FORPOTENTIALEARTH GROUND52-3/4"28-45/64" 32-63/64"ACACOPENING FOR SHARED DCBUSS CONNECTIONSBETWEEN CABINETSAC1" AC CONDUIT FORMASTER CONTROLLERCOMMUNICATION CABLECOMMDEADBACKDEADBACK BUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSBUSPOSTAPOSTBPOSTCPOSTDPEFRONTBACK(2) RED, 130mA "TESLA"LOGO LED ASSEMBLIES(SEE NOTE 2)8"-10"(1) WHITE, 55mA TASKLIGHT LED ASSEMBLY(SEE NOTE 2)1/2"2"66.54"GRADEGRADENOTES:1.BOLLARD MUST BE FROM TESLA AND INCLUDEWELDED ON FIXTURE ATTACHMENT PADS.2.THE 4.33W, 315mA COMBINED TESLA LOGO AND TASKLIGHT LED ASSEMBLIES DRAWS POWER FROM THEPROPOSED SUPERCHARGER.3.CONTRACTOR TO FIT REAR SKIN DURINGINSTALLATION AND REMOVE REAR SKIN UNTIL TESLAINSPECTION IS COMPLETED.20.1"26"5.5"-6"CONDUIT SIZE3 INCH6" MIN, COMPACTEDFROST-FREEGRAVEL FILLEXPANSIONJOINTCAR SIDEPROPOSED CONCRETE.THE CONTRACTOR SHALLPROVIDE A 0.25" PER FOOTSLOPE TO PROMOTE THEPOSITIVE DRAINAGE OFSTANDING WATER.ANCHORING NOTES:ANCHORS: (4) 5/8" DIAMETER THREADED ROD STAINLESS STEEL ORHOT DIPPED GALVANIZED SHALL BE EPOXY EMBEDDED, 4" MINIMUMEFFECTIVE EMBEDMENT, 2" MINIMUM EXPOSED ABOVE CONCRETE.EPOXY: ANCHORS SET WITH HILTI HIT-RE 500 V3 (ESR-3814) INDRILLED HOLE LOCATED USING TESLA PROVIDED JIG.FASTENERS: (2) TOTAL 5/8" NUTS AND (2) TOTAL 5/8" WASHERS PERANCHOR NUT AND WASHER MATERIAL TYPE TO MATCH ANCHORMATERIAL (2) 5/8" NUT AND WASHER ABOVE BOLLARD FLANGE, (1)BELOWCONTRACTOR TO PROTECT EXISTING CURB AND PAVEMENT DURINGINSTALLATION OF CONCRETE FOUNDATION. REPAIR OR REPLACE ASREQUIRED.EXISTING GRADECONCRETEFOOTING2'-0"3'-4"PROPOSED AND/OREXISTING CURB2'-6"3" MIN3" MIN.3" MIN.#5 @ 12" O.C. TOP ANDBOTTOM (TYPICAL)EXP.JOINTCONCRETEFOOTING#4 STIRRUP@12 O.C.CONDUITSTUBCAR SIDE±1"6" MIN GRANULARBACKFILL. SEEFROST NOTES ONSHEET GN-3 FORFOUNDATIONPREPARATION9"1'-3"L Sferra08/04/20 1SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-8MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984CIVIL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWN.T.S3N.T.S6N.T.S4N.T.S2N.T.SSWITCHGEAR AND CABINET CONCRETE PAD DETAILSWITCHGEAR MOUNTING DETAILNOTES:1.SEE FLOOR PLAN ON ELECTRICAL SHEETS FOR MOUNTING HOLE LOCATION ANDSWITCHGEAR BAY DIMENSIONS.2.MINIMUM EDGE DISTANCE FOR PROPOSED ANCHORAGE SHALL BE 8".TYPICAL BOTTOM VIEWLAYOUT OF (1)SWITCHGEAR BAY. SEENOTE 1DETAIL 1BOTTOM VIEWSEE NOTE 1SEE NOTE 1 9/16" DIA. MOUNTINGHOLES OFFSET 3" FROMSIDES (TYP.)FRONT OFSWITCHGEAR BAYPROPOSED SWITCHGEARASSEMBLY CABINETHEAVY DUTY NUTBELLEVILLE WASHERPROPOSED 1/2" HILTI KWIK BOLT TZSTAINLESS STEEL ANCHOR 3-1/4"EFFECTIVE EMBEDMENT MIN.(ESR#1917)PROPOSED CONCRETE SLABSWITCHGEAR MOUNTING DETAILNOTES:1.CHARGING CABINET SHALL BE ANCHORED TO CAST-IN-PLACE FOUNDATION WITH (4) 5/8" DIA. HILTIKWIK BOLT TZ STAINLESS STEEL ANCHORS, 3-1/8" MIN. EMBEDMENT. PROVIDED AND INSTALLED BYCONTRACTOR. PROVIDE 8" MIN. EDGE DISTANCE AND 8" MIN. BOLT SPACING.2.CHARGING CABINET BASE TEMPLATE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALLCOORDINATE WITH TESLA FOR EXACT DIMENSIONS AND SPECIFICATIONS.PLAN VIEWCAST-IN-PLACECONCRETE FOUNDATION.SEE DETAIL 1/C-8BACKFRONTCABINET BASE TEMPLATEPROVIDED BY TESLA.SEE NOTE #28" MIN.8"MIN.TEMPLATE ANCHORLOCATIONS.SEE NOTE #1 & #210" ±4'-3"8"MIN.ACDCDC±5'-9"SINGLE CABINET ONLYSEE EQUIPMENTDIMENSION PLAN FOROVERALL PAD SIZE ANDCABINET QUANTITYCHARGING CABINET FOUNDATION TEMPLATE DETAILPAVEMENT SECTION DETAIL5N.T.STRANSVERSE STRIPING DETAILFDOT TYPE D CURBFINISH GRADEPAVEMENT AS SPECIFIEDPAVEMENT DIMENSIONSREFER TO THIS POINT2" RADIUS6"6"1'-6"JOINT SEAL8"1/2" EXP. JOINT ANDPREFORMED JOINT FILLERNOTE:REFER TO FDOT STANDARD PLANS AND DETAILS INDEX 520-001 FORFURTHER DETAIL.(3) - 6" WHITE DIAGONAL,EQUALLY SPACED PER AISLE60°6" WHITE STRIPE6"CONTRACTOR MUST REFERENCE FDOT SPECBOOK, SECTION 711 FOR PAVEMENT MARKINGAPPLICATION.312" TYPE SP STRUCTURAL COARSE2PARKING SLOPE AS PER PLAN11" FC-9.5 WITH PG 76-22 BINDERNOTES:1.APPLY LIQUIDASPHALT AT ALLJOINTS BETWEENCONCRETE ANDASPHALT ANDWHERE PROPOSEDASPHALT MEETSEXISTING ASPHALT2OPTIONAL BASE GROUP 934" TYPE B-12.5441'-9"SEE PLANCONCRETE 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. THESUBGRADE SHALL BE ROLLED WITH A 1-TON, VIBRATORY, WALK-BEHIND ROLLER AT A SPEED OFLESS THAN 2 FPS, 6 PASSES MINIMUM, TO PROVIDE UNYIELDING SURFACE.2.UNDERCUT SOFT OR "WEAVING" AREAS A MINIMUM OF 12 INCHES DEEP. BACKFILL UNDERCUT AREAWITH FILL MEETING THE SPECIFICATIONS OF STRUCTURAL FILL.3.CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c)=4000 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 APPLICABLESTATE BUILDING CODE.7.PAD SHALL BE A MINIMUM OF 1'-9" IN THICKNESS. THICKNESS OF PAD SHALL INCREASE AS THEPERIMETER SOIL SURFACE SLOPES TO MAINTAIN A MINIMUM OF 1'-7" OF SOIL COVER TO THEBOTTOM OF THE PAD.6" MIN, COMPACTED FROST-FREEGRAVEL FILLUNDISTURBED SOIL OR PREPAREDSUBGRADE (95% STANDARD PROCTOR)GRADE2"SAW CUT JOINT(EVERY 6'-0" MAX)1/8" WIDE X 1-1/2"PROPOSED CONCRETE1/2" CHAMFER3" CLR #4 BARS @10" O.C.EACH WAY TOP &BOTTOML Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-9MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984CIVIL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW3N.T.S6N.T.S4N.T.S2N.T.STREE PROTECTION FENCEDETAIL NOT USED5N.T.SDECIDUOUS TREE PLANTING DETAILTESLA DISABLED ACCESS PARKING SIGNPRUNE BRANCHES IF BROKENOR DAMAGEDGALVANIZED STEEL WIRE,SAFETY FLAGGING AND BLACKRUBBER HOSE AS SPECIFIED.2" X 4" WOOD STAKEFINISHED GRADESCARIFY SIDES OFPLANTING HOLEBREAK 6" SUB-SOILAS NECESSARY60°'2'-0" R TYP.PLANT ROOT BALL 2" ABOVEGRADE, ROOT FLARE SHOULDBE ABOVE GRADE.MULCH PER SHEET GN-2REMOVE TOP 1/2 OF BURLAP,TWINE, ROPE AND BASKETFROM ROOTBALL. REMOVEANY EXCESS SOIL FROM TOPOF ROOTBALL TO EXPOSEROOT FLARE.2 X BALLVARIES VARIES WOOD 2"X4" POSTSWOOD 1" X 4"STRINGERS NAIL WOODSTRINGS SECURELY TOWOOD POSTS.DIMENSION VARIES PERPLAN.NOTE: FOR GROUPS OF TREES PLACE BARRICADES BETWEEN TREES AND CONSTRUCTION ACTIVITY.*TREE PROTECTIONS BARRICADES SHALL BE LOCATED TO PROTECT A MINIMUM OF 75% OF THECRITICAL PROTECTION ZONE.SECURELY AFFIX FENCE TOSTRINGER WITH STAPLES OR NAILS.4' MINIMUM HEIGHT2' MINIMUM DEPTHEXISTINGUNDISTURBED SOIL1"X4" MINIMUMSTRINGER2"X4" MINIMUM POSTS12' MAXIMUM SPACINGTREE TRUNKSAFETY-ORANGE NYLON ORPOLYPROPYLENE TYPE FENCE.DIMENSION VARIES PERCRITICAL PROTECTION ZONE.WHEN BACKFILLING PLANT PIT, PLACE PLANTING SOIL IN TWO LIFTS. AFTER FIRST LIFT, PUDDLESOIL IN WITH WATER TO REMOVE ALL AIR POCKETS. PLACE SECOND LIFT AND REPEAT. CONTINUETO PUDDLE AND FILL AS NECESSARY.GENERAL NOTES:NOTES:1.DETAIL IS A REFERENCE TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN; SEE SECTION 308.2.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTED HIGH SIDE REACH SHALL BE LESS THAN 24" IN DEPTH.3.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTED HIGH SIDE REACH SHALL BE LESS THAN 46" IN HEIGHT.4.PER SECTION 308.3.2 - EXCEPTION 2, OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTEDTO BE 54 INCHES (1370 MM) MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAYWHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS.5.PER FIGURE 308.3.2(b), MAXIMUM OBSTRUCTION SHALL BE LESS THAN 24" IN DEPTH AND 34" INCHES INHEIGHT.FRONTELEVATIONSIDEELEVATIONPROPOSEDGRIP RANGEMAXIMUM GRIP HEIGHTPER NOTE 4, THIS DETAILMAXIMUMOBSTRUCTIONPER NOTE 5,THIS DETAILEXISTING CURBPROPOSEDCHARGE POSTOBSTRUCTED HIGH SIDE REACH - V3 POSTS54"SEE NOTE 4, THIS DETAIL NOTES:1.CONTRACTOR SHALL VERIFY SIGN WITH LOCAL AND ADA REQUIREMENTS AND SPECIFICATIONSBEFORE INSTALLATION. LOCAL JURISDICTION SIGN REQUIREMENTS SHALL TAKE PRECEDENCEOVER THIS DETAIL.2.SIGNS SHALL BE LOCATED SO THAT THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THESPACE.12" DIA. CONCRETE FOUNDATIONAROUND PIPE COLUMN 6" BELOWFROST LINE (3 FT. MIN. BELOW FIN.GRADE).2" X 2" GALVANIZED STEEL TUBEFIN. GRADE1'-0"DIA.CUSTOM SIGN TO BE DESIGNED ANDPROVIDED BY TESLA. TO BE RED INCOLORBOLT SIGNS TOGALVANIZED STEELTUBE COLUMN6'-0"FINISHED GRADE6" 36" MIN TESLA ENABLEDNON-ILLUMINATEDPARKING SIGN3030 MINUTEGENERAL PARKINGDESIGNED FORDISABLED ACCESSUSE LAST0'-8"L Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-10MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984CIVIL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW6N.T.S4N.T.S2N.T.S5N.T.SSIDEWALK WITH THICKENED EDGEPROPOSED PAVEMENTNOTED ON SHEET C-3CAST IN PLACECONCRETE CURB.MINIMUM 4"COMPACTEDAGGREGATE BASE1/2" EXP. W/CAP, AND SIKAFLEXFLOWABLE JOINT SEALER ORAPPROVED EQUAL.NOTES:1.REFER TO GENERAL NOTES ON SHEET GN-3 FOR CONCRETE SPECIFICATION.2.SIDEWALK WIDTH AS SHOWN ON SHEET C-5.INTEGRATEDCONCRETE WALK1/4" MAX18"4"FLUSH CONCRETE CURB AND INTEGRATED WALKFINISHED GRADE6"1/2" RP.C.C. WALKADA RAMP DETAIL2' -0 "LAWN1:12BMAXSHOWNWALK ASSEE PLANSEE DETAIL 5, THIS SHEETFLUSH SIDEWALKSECTION BDETECTABLEWARNINGS2-3/4"4"4"SLOPE PER DETAILTO FRONT EDGE OFRAMPMAX 1:126"x6"-W1.4 X W1.4W.W.F. CENTEREDCONCRETE WALKAS DETAILEDELSEWHEREMINIMUM 4"COMPACTEDAGGREGATE BASE6" CONCRETE CURB.SEE DETAIL 6, THISSHEET. FLUSH WITHPAVEMENTPAVEMENT ASDETAILEDELSEWHERESEAL JOINTWALK, SEEDETAIL 5, THISSHEET.ON DETA IL 2 ,THIS SHEETPAVEMENTFLUSH CURBXXXXXNOTES:1. CONTRACTOR SHALL INSTALL 1/2" PRE-FORMED EXPANSION JOINTMATERIAL AND JOINT SEALER WHERE PAVEMENT ABUTS BUILDING.1.5% MAX.XXXXXXXX4" CONC. CURBED WALK1'-6"6"AGGREGATE BASE6"x6"-W1.4xW1.4 W.W.F.MINIMUM 4" COMPACTED PAVEMENT1/2" RADIUSSEAL JOINTFINISH GRADEWIDTH AS NOTEDON SITE PLAN6" CURB1N.T.SRUBBER WHEELSTOPWHEELSTOP NOTES:1.MATERIAL: COMPRESSION MOLDED RUBBER COMPOSITE.2.NOMINAL DIMENSIONS: 72''L X 6''W X 4'' H.3.NOMINAL WEIGHT: 34 LBS.4.COLOR: BLACK WITH REFLECTIVE WHITE STRIPES.5.WHEN APPLICABLE IN PARKING GARAGES, WHEELSTOP SHALL BE ANCHORED TO CONCRETEFLOOR WITH HDI+ 1/4" DROP-IN ANCHORS, 1" EMBEDMENT W/ 1/4" THREADED ROD.CONTRACTOR SHALL X-RAY SLAB TO FIELD VERIFY EXISTING REINFORCEMENT LOCATIONSBEFORE DRILLING. CONTRACTOR SHALL TAKE GREAT CARE TO ENSURE AT LEAST 1" GAPBETWEEN ANCHORS AND EXISTING REINFORCEMENT & STRESSING TENDONS.6.SEE PLAN VIEW FOR DIMENSION TO SPECIFIED OBSTRUCTION.4" X 8-1/2" PAINTED PARALLELOGRAMSELEVATED BY 3/16" (TYP. BOTH SIDES)5/8" DIA. FOUR COUNTERBOREDMOUNTING HOLES 1 3/8"CBORE, 3/4" DEEPBLACK AREA6'-0" RUBBER PARKING WHEELSTOP8-1/2"9-1/2"TYP.TYP.20-5/8"TYP.5-1/16"TYP.6"WIDEHIGH 4 "NOTE 61/2" DIA. X 2'-0" LONG STEELRODS (2 REQ'D. AT EACHEND) FILL WITH EPOXY6" CURB5' -0 "PAVEMENTNOTES:1. CONTRACTOR SHALL INSTALL EXPANSION JOINT MATERIAL WHERESIDEWALK ABUTS CHARGEPOST.2% MAX6"PAVEMENT1" RADIUSFINISH GRADEWIDTH AS NOTEDON SITE PLANSUBGRADE COMPACTED AT NO LESS THAN100% MAX DENSITY PER AASTHO T-996"THICKENED EDGE WHEREREQUIREDCONC. SIDEWALK(MIN STRENGTH 3,000 PSI)12"1 - #4 REBAR CONTINUOUSL Sferra08/04/20 SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47C-11MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984CIVIL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWFORREFERENCEONLYB06.18.20ISSUED FOR 100% REVIEW SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47EN-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICALGENERAL NOTESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWGENERAL ELECTRICAL SPECIFICATIONS1.THE FOLLOWING ARE ABBREVIATED SPECIFICATIONS. ALL ITEMS NECESSARY FOR A COMPLETE ANDOPERABLE JOB (TO THE SATISFACTION OF OWNER) WHETHER SHOWN OR IMPLIED SHALL BE HELD ASTHE RESPONSIBILITY OF THE CONTRACTOR2.IMPORTANT NOTE: "CONTRACTOR" REFERENCED IN THESE SPECIFICATIONS SHALL INDICATE WORKBY ELECTRICAL CONTRACTOR OR ANY OF HIS SUBCONTRACTORS UNLESS NOTED OTHERWISE.3.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. COORDINATEINSTALLATION WITH OTHER TRADES TO VERIFY THE ACTUAL SPACE CONDITIONS THAT ARE TO BEMAINTAINED. NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY.4.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTIONSTANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THEENGINEER SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.5.CONTRACTOR SHALL NOTE SCALE ELECTRICAL DRAWINGS. REFER TO SITE PLANS AND ELEVATIONSFOR EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH CONSTRUCTION MANAGER ANYSIZES AND LOCATIONS WHEN NEEDED.6.CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACTDOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:THE CONTRACT, SPECIFICATIONS, AND CONSTRUCTION DRAWINGS. CONTRACTOR SHALL PROVIDEALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO INSTALL ALL ELECTRICAL EQUIPMENT,CONDUIT, WIRING ETC. AS SHOWN OR IMPLIED ON THE DRAWINGS AND TO PROVIDE A COMPLETEOPERATIVE SYSTEM TO THE SATISFACTION OF OWNER.7.CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEINGPERFORMED AND SHALL DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BESOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES ANDSEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.8.INSTALLATION OF ALL ELECTRICAL EQUIPMENT, DEVICES, CONDUITS, ETC. MUST BE COORDINATEDWITH ALL OTHER TRADES. COORDINATE SHUTDOWN TIMES AND WORKING HOURS WITH BUILDINGOWNER, INCLUDING OFF HOURS, WEEKEND, AND HOLIDAY WORK AS REQUIRED.9.ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THEOWNER IN WRITING PRIOR TO THE AWARD OF THE CONTRACT AND AN ADDENDUM WILL BE ISSUEDTO COVER SAME.10.GUARANTEE - CONTRACTOR SHALL FURNISH OWNER WITH A WRITTEN GUARANTEE TO PROMPTLYREMEDY ALL DEFECTS OF WORK OR MATERIALS WITHOUT CHARGE FOR A PERIOD OF ONE YEARAFTER FINAL ACCEPTANCE AND INSPECTION.11.MATERIALS - ALL MATERIALS AND EQUIPMENT SHALL BE NEW, IN ORIGINAL CONTAINERS/WRAPPINGS,SHALL BE SPECIFICATION GRADE, AND LABELED OR LISTED BY U.L. OR AN ACCREDITED TESTINGORGANIZATION AS REQUIRED BY LOCAL INSPECTORS.12.CONTRACTOR SHALL PROVIDE ADEQUATE AND REQUIRED LIABILITY INSURANCE FOR PROTECTIONAGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK13.ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED.CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANYCHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES AND PAYALL ASSOCIATED COSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BE REVIEWEDBY ENGINEER.14.CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH ASTHE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIMEFOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTIONOF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.LICENSES, CERTIFICATIONS OF INSPECTION1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL GOVERNING AGENCIES THATREQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY NOTIFICATION. THE CONTRACTOR SHALLOBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OFTHE WORK.2.CONTRACTOR AND ALL OF HIS SUBCONTRACTORS THAT PERFORM ANY WORK ON THIS PROJECTSHALL BE CURRENTLY LICENSED BY ALL AGENCIES WHICH GOVERN OVER THE LAND(S) ON WHICHCONSTRUCTION IS TO TAKE PLACE. CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONSAS REQUIRED, ALL COSTS SHALL BE BORNE BY CONTRACTOR.3.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONSINCIDENTAL TO WORK UNDER THIS CONTRACT. WHEN THE WORK IS COMPLETED, THE REQUIREDCERTIFICATES OF APPROVAL SHALL BE FURNISHED TO THE BUILDING OWNER. CONTRACTOR MUSTBE LICENSED IN THE STATE, COUNTY AND CITY OF THE PROJECT SITE. CODES AND ORDINANCES1.ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LATEST EDITION OF NEC AND ALLAPPLICABLE CODES AND ORDINANCES, INCLUDING SUCH AS PERTAIN TO THE SAFETY AND HEALTHRELATIONS. CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER THE DRAWINGS ANDSPECIFICATIONS ONLY IN CASE OF CONFLICT AND SHALL INCLUDE BUT NOT BE LIMITED TO:A.UL - UNDERWRITERS LABORATORIESB.NEC - NATIONAL ELECTRICAL CODEC.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC.D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ACTE.SBC - STANDARD BUILDING CODEF.NFPA - NATIONAL FIRE CODES CHARGING CABINET NOTE1.PER NEC 625.19 - THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICALEQUIPMENT (CHARGING CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TOENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGEOR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE WITH THE TESLAVEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THEVEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING.VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGEREADING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENTBEGINS TO FLOW. IF AT ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILLSTOP IMMEDIATELY, WITHIN A MATTER OF MILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IFANY FAULT OR IRREGULARITY IS DETECTED, THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDSOF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROMOVER-CURRENT OR OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTINGFUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT.POST CONSTRUCTION AND PROJECT CLOSEOUT DOCUMENTATION1.AS-BUILT REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. TOPROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS, STORE IN A SECURE,FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE OWNER'SREFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE ORBLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THEACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK ASORIGINALLY SHOWN. MARK DRAWINGS THAT ARE MOST CAPABLE OF SHOWING CONDITIONS FULLYAND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THECORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TOCONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE.MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEENVARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT ISIMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOPDRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATEDRECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMITONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE CONSTRUCTION MANAGER FOR THEOWNER'S RECORDS. CONTRACTOR SHALL SUBMIT AS-BUILT SET OF PLANS TO THE ENGINEERWITHIN 7 DAYS OF COMPLETION OF CONSTRUCTION.EXISTING CONDITIONS AND DEMOLITION1.ALL ELECTRICAL DEMOLITION WORK, INCLUDING MATERIAL REMOVAL FROM THE SITE, SHALL BE THERESPONSIBILITY OF THIS CONTRACTOR. BEFORE PROCEEDING WITH THE DEMOLITION WORK, THECONTRACTOR SHALL OBTAIN FROM THE BUILDING OWNER A LIST OF ANY REMOVED ITEMS TO BESALVAGED. ALL OTHER REMOVED MATERIALS AND EQUIPMENT SHALL BE PROPERLY DISCARDEDOFF THE PREMISES.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTY RESULTING FROMTHE CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AT THECOMPLETION OF WORK.3.EXISTING UTILITIES AND CONDITIONS ARE SHOWN FROM FIELD DATA AND EXISTING DOCUMENTS ANDARE NOT NECESSARILY COMPLETE OR ACCURATE. ALL FIELD CONDITIONS SHALL BE VERIFIED BYCONTRACTOR BEFORE START OF CONSTRUCTION.4.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSE, AND DETERMINE IF CONFLICTS EXISTWITH THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE OWNER IN ORDER TORESOLVE ANY CONFLICTS. EXISTING ELECTRICAL CONDUIT, WIRING, ETC. DAMAGED DURINGRENOVATION SHALL BE REPLACED IN LIKE KIND AND CHARACTER, AND AT THE EXISTING UTILITYLINES, DRAIN OR FIELD TILE DAMAGED SHALL BE REPAIRED OR REPLACED, AS NEEDED, IN LIKE KINDAND CHARACTER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTINGCONDUITS, CONTROL WIRING, ETC., WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OFPROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK.5.THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY CONFLICTS OR DISCREPANCIES IN THECONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. THECONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF DETAILS ARE CONSIDEREDUNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK ISPERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS AREINTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TOSUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK.6.SITE VISIT - CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONSAFFECTING HIS WORK. NO EXTRAS WILL BE PERMITTED FOR LACK OF KNOWLEDGE OF EXISTINGCONDITIONS. QUANTITIES OF MATERIALS SHALL BE PER CONTRACTOR'S MEASUREMENTS.BASIC ELECTRICAL MATERIALS AND METHODS1.WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE, THE CONTRACTOR SHALL CORE DRILL OR CUTCHASES IN WALLS AND FLOORS AS REQUIRED. ALL NEW OPENINGS SHALL BE COORDINATED WITHTHE ENGINEER. ALL PENETRATIONS OF THE BUILDING WALLS, CEILING AND FLOORS, THECONTRACTOR SHALL SEAL WITH QUALITY CAULK, FIRE RATED AND WATERTIGHT, SUBMITTED FORAPPROVAL BY THE OWNER.2.TRASH REMOVAL: CONTRACTOR SHALL REMOVE ALL TRASH CREATED BY HIMSELF OR HISSUBCONTRACTORS DUE TO DEMOLITION OR CONSTRUCTION. THE CONTRACTOR SHALL ALSOREMOVE TRASH CREATED BY OTHER SUBCONTRACTORS INCLUDING CABLE REELS, CARDBOARDBOXES AND PACKING. PROMPTLY CLEAN-UP ALL SOILING, DEBRIS AND OTHER UNSIGHTLY ORHAZARDOUS CONDITIONS, CAUSED BY WORK OR DELIVERIES UNDER THIS CONTRACT, FROM THEBUILDING GROUNDS, ENTRIES, CORRIDORS, STAIRWAYS, ELEVATORS OR OTHER PUBLIC AREAS. ALLSHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION TO A LEGAL DISPOSAL FACILITY.3.SIGNAGE: CONTRACTOR SHALL MAINTAIN SECURITY AROUND PERIMETER OF CONSTRUCTION SITEDURING ALL HOURS BY INSTALLING A TEMPORARY RIBBON FOR INTERIOR WORK TO IDENTIFYCONSTRUCTION AREAS AS REQUIRED. SIGNAGE SHALL BE POSTED WITH NOTIFICATIONS OF "NOTRESPASSING" AND "CONSTRUCTION AREA".4.CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOTFABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE ACCURACY OFDRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CUTTING, SUBSEQUENT PATCHING, ANDREQUIRED FLASHING FOR ALL ITEMS NECESSARY FOR ELECTRICAL PART OF THE CONTRACT. PATCH,PAINT, AND REPAIR ANY AREA DAMAGED TO THE SATISFACTION OF THE BUILDING OWNER.6.THE EXACT LOCATIONS OF ALL ELECTRICAL DEVICES, EQUIPMENT AND CONDUIT, AS SHOWN ON THEDRAWING, IS APPROXIMATE. WHEN NOT SHOWN IN DETAIL, THE EXACT LOCATION OR ROUTING SHALLBE DETERMINED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF OWNER.7.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OROTHER SUPPORT FOR THE MOUNTING AND SUPPORT OF ALL ITEMS REQUIRING THE SAME ASREQUIRED BY N.E.C.8.TRENCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLEDCONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION.9.WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIREWITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS.10.ALL BOLTS SHALL BE STAINLESS STEEL.11.FOR UNDERGROUND RACEWAYS, PROVIDE ADDITIONAL SLACK IN CONDUCTORS AND CONDUITEXPANSION JOINTS IN ORDER TO ALLOW FOR EARTH MOVEMENT FROM SETTLEMENT, FROST, ETC. INORDER TO PREVENT DAMAGE TO THE CONDUCTORS OR TO THE EQUIPMENT CONNECTED TO THERACEWAYS PER THE NEC.08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47EN-2MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICALGENERAL NOTESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWELECTRICAL EQUIPMENT1.ALL EQUIPMENT SHALL BE DESIGNED TO OPERATE ON VOLTAGE AND PHASE SPECIFIED.CONTRACTOR FURNISHING EQUIPMENT OTHER THAN INDICATED SHALL BE RESPONSIBLE FOR ANYCHANGES IN CONDUCTORS, RACEWAYS, SWITCHES, MAIN FEEDERS, AND APPURTENANCES ANDPAY ALL ASSOCIATED COSTS. REQUIREMENTS FOR ANY INCREASE IN CAPACITIES SHALL BEREVIEWED BY ENGINEER.FIRESTOPPING AND SEALING ELECTRICAL PENETRATIONS1.CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOPPING FOR SEALING AROUND ELECTRICALPENETRATIONS THROUGH FIRE OR SMOKE BARRIERS, AND FLOORS.2.PROVIDE SHOP DRAWINGS OF EACH CONDITION REQUIRING PENETRATION SEALS AND THEPROPOSED UL SYSTEMS MATERIALS, ANCHORAGE, METHODS OF INSTALLATION, AND ACTUALADJACENT CONSTRUCTION. SUBMITTAL PACKAGE SHALL ALSO INCLUDE A COPY OF THE ULILLUSTRATION OF EACH PROPOSED SYSTEM INDICATING MANUFACTURER APPROVEDMODIFICATIONS (IF APPLICABLE) AND THE MANUFACTURER'S SPECIFICATIONS,RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND MAINTENANCE INSTRUCTIONS.3.FIRESTOPPING MATERIALS SHALL BE INTUMESCENT SAFETY BARRIERS DESIGNED TO BLOCK THESPREAD OF FIRE AND SMOKE THROUGH PENETRATIONS CREATED BY ELECTRICAL INSTALLATIONSIN FIRE RATED WALLS AND FLOORS. MATERIALS SHALL BE FLAME, TOXIC FUME, AND WATERRESISTANT AND SHALL HAVE A MINIMUM 3 HOUR FIRE RATING. FIRE RATING SHALL BE DEFINED BYTESTS CONDUCTED BY ASTM, UL OR OTHER TESTING AND INSPECTION AGENCIES ACCEPTABLE TOAUTHORITIES HAVING JURISDICTION.4.PROVIDE MATERIALS BY THE FOLLOWING MANUFACTURERS TO SUIT THE APPLICATION: SPECIFIEDTECHNOLOGIES, INC (STI), SOMERVILLE, NJ; TREMCO, INC., BEACHWOOD, OH; OR 3M INC.,MINNEAPOLIS, MNFAULT CURRENT, COORDINATION STUDY, AND ARC FLASH1.REFER TO SHEET E-3 FOR FAULT CURRENT CALCULATIONS. CONTRACTOR SHALL MARK ON ALLEQUIPMENT AS REQUIRED PER N.E.C.2.REFER TO SHEET AF-1 FOR ARC FLASH LABEL DETAILS. CONTRACTOR SHALL LABEL ALL EQUIPMENTAS REQUIRED PER N.E.C.GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS1.ALL RACEWAYS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE N.E.C. AND ANYLOCAL CODES.2.ALL CONDUITS SHALL CONTAIN A CODE SIZE GROUNDING CONDUCTOR.3.EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSULATED WITH GREEN-COLORED INSULATION.4.GROUNDING ELECTRODE CONDUCTORS SHALL BE STRANDED CABLE.5.MATERIALS AND CONNECTION COMPONENTS FOR GROUNDING AND BONDING SHALL BEMANUFACTURED BY ERICO, THOMAS & BETTS, OR BURNDY.6.GROUND-FAULT PROTECTION OF EQUIPMENT SHALL BE PROVIDED FOR SERVICE DISCONNECTSRATED 1000A OR MORE. THE GROUND-FAULT PROTECTION SYSTEM SHALL BE PERFORMANCETESTED WHEN FIRST INSTALLED ON SITE. THE TEST SHALL BE CONDUCTED IN ACCORDANCE WITHINSTRUCTIONS THAT SHALL BE PROVIDED WITH THE EQUIPMENT. A WRITTEN RECORD OF THISTEST SHALL BE MADE AND SHALL BE AVAILABLE TO THE AUTHORITY HAVING JURISDICTION.ELECTRICAL IDENTIFICATION1.PROVIDE NAMEPLATES FOR ALL MAJOR ELECTRICAL EQUIPMENT AND ON EQUIPMENT AS DIRECTEDBY OWNER.2.PROVIDE ALL FEEDERS AND BRANCH CIRCUIT WIRING WITH COLOR CODED VINYL TAPE WRAPPED AMINIMUM OF 1.5 TIMES AROUND CIRCUMFERENCE OF JACKET/SHIELDING TO DESIGNATE PHASE.3.COLOR CODING OF CONDUCTORS SHALL BE PER OWNERS REQUIREMENTS.4.CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUNDAND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTIONBURIED ELECTRIC"CONDUCTORS AND CABLES1.WIRING - ALL CONDUCTORS SHALL BE EQUAL TO OR BETTER THAN MINIMUM #12 AWG FOR POWER,#14 AWG FOR CONTROL WITH 98% CONDUCTIVITY STRANDED COPPER, 600V, COLOR CODED,UNLESS NOTED ALUMINUM (AL). REFER TO "ALUMINUM CONDUCTOR REQUIREMENTS" THIS SHEET.PROVIDE 75°C RATED CONDUCTORS FOR AMPACITIES ABOVE 100A AND 60°C RATED CONDUCTORSFOR AMPACITIES OF 100 AMPS OR LESS. PROVIDE SOLID OR STRANDED FOR #10 AWG ANDSMALLER, STRANDED FOR #8 AWG AND LARGER. UNLESS NOTED OTHERWISE ON DRAWINGS.2.WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROPBASED UPON ACTUAL CONDUIT ROUTING. CONTRACTOR SHALL MAINTAIN VOLTAGE DROP ASRECOMMENDED BY N.E.C. (NOT TO EXCEED 3%).3.PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT, FEEDER, ETC. NEUTRALS ARE NOTPERMITTED TO BE SHARED.4.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATEDTWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINALLUGS FOR NO. 8 AWG AND LARGER.5.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUNDSUCH AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORECONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NOSUBSTITUTIONS.6.CABLES - MC CABLE IS NOT PERMITTED.7.PROVIDE WIRE AND CABLE MANUFACTURED BY ONE OF THE FOLLOWING: AMERICAN INSULATEDWIRE CORPORATION; NEXANS; CERROWIRE; SOUTHWIRE; OR ENCORE WIRE.8.PROVIDE CONNECTORS MANUFACTURED BY ONE OF THE FOLLOWING: AMP INCORPORATED;GENERAL SIGNAL, O-Z/GEDNEY UNIT; SQUARE D COMPANY, ANDERSON; ILSCO; OR BURNDY.ALUMINUM CONDUCTOR REQUIREMENTS1.ALUMINUM CONDUCTOR GRADE SHALL BE MINIMUM AA-8000 OR THE NEWEST ALUMINUMCONDUCTOR SPECIFICATION BEING USED BY THE INDUSTRY.2.THE CONTRACTOR SHALL ABIDE BY ALL ARTICLES RELATED TO ALUMINUM CONDUCTORS IN THELATEST ISSUE OF THE NEC.3.ALUMINUM CONDUCTORS SHALL ONLY BE TERMINATED USING ALUMINUM RATED CONNECTIONS.CONTRACTOR SHALL VERIFY TERMINATIONS ON EACH DEVICE OR EQUIPMENT BEFORE START OFWORK FOR RATED ALUMINUM CONNECTORS.4.THE CONTRACTOR SHALL ABIDE BY ALL ALUMINUM WIRING INSTALLATION STANDARDS ASREQUIRED BY THE NEIS ( NATIONAL ELECTRICAL INSTALLATION STANDARDS) PUBLISHED BY THENECA ( NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION). THE CONTRACTOR SHALL ABIDE BYALL STANDARDS IN THE NECA / AA - 2006, WHICH DEFINES MINIMUM STANDARDS OF QUALITY ANDWORKMANSHIP. A SUMMARY OF SOME OF THE REQUIREMENTS FOLLOW:A.TERMINATE WITH COMPRESSION CONNECTORS, NO RING CUTS OF THE INSULATION, CRIMPONLY WITH A CRIMP TOOL AND THE CORRECT DIE AS REQUIRED BY THE MANUFACTURER.B.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.C.TERMINATING WITH A SET SCREW CONNECTOR, THE SCREW SHALL BE TIGHTENED USINGONLY A TORQUE WRENCH.D.NECA / AA RECOMMENDS BELLVILLE WASHERS WHEN CONNECTING ALUMINUM CONDUCTORSTO COPPER BUS BARS. ABIDE BY ALL NECA / AA RECOMMENDATIONS.E.DO NOT USE PIN CONNECTORS ( WIRE ADAPTERS) UNLESS ABSOLUTELY NECESSARY. USEALL / ANY OTHER OPTIONS, AND IF REQUIRED, PROVE TO ENGINEER BEFORE INSTALLING. IFUSED, FOLLOW U.L. GUIDE FOR WIRE CONNECTORS ( ZMOW ), AND PROVIDE THE SPECIAL TOOLSREQUIRED BY THE MANUFACTURER. DIE-LESS CRIMPERS WILL NOT BE ACCEPTED.RACEWAY AND BOXES1.RACEWAYS: UNLESS NOTED OTHERWISE, ALL EXPOSED CONDUIT SHALL BE R.G.S. AND COVERED6" BELOW FINISHED GRADE TO BE PVC, SCHEDULE 40. PROVIDE WEATHERPROOF FLEXCONNECTIONS WHERE REQUIRED. CONTRACTOR SHALL PROVIDE JUNCTION AND/OR PULL BOXESWHERE SHOWN ON THE DRAWINGS, OR AS REQUIRED, WHETHER SHOWN ON THE DRAWINGS ORNOT, AND SIZED PER N.E.C. PROVIDE NON-METALLIC ENCLOSURE WITH OPEN BOTTOM ANDGASKETED COVER MANUFACTURED BY QUAZITE OR EQUIVALENT WITH DRIVE-OVER COVER ABLETO WITHSTAND OCCASIONAL NON-DELIBERATE LIGHT VEHICULAR TRAFFIC. LABEL COVER TO SUITINSTALLATION (I.E. "POWER" "COMMUNICATIONS", "LIGHTING", ETC.) AND INSTALL PERMANUFACTURER'S RECOMMENDATIONS.A.ABOVE GRADE: R.G.S.B.BELOW GRADE: SCHEDULE 40 PVC (UNLESS NOTED OTHERWISE)2.ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE A MINIMUM OF 3/4".3.CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDETWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. CONTRACTOR SHALLPROVIDE MANUFACTURED LONG RADIUS BENDS FOR ALL CONDUITS. RGS CONDUITS WHENSPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USEWITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'.4.OUTLET BOXES SHALL BE CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS ANDSPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.5.PROVIDE METAL CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING: ALFLEXCORPORATION; ANAMET INCORPORATED, ANACONDA METAL HOSE; ANIXTER BROTHERSINCORPORATED; CAROL CABLE COMPANY INCORPORATED; ELECTRI-FLEX COMPANY; GRINNELLCOMPANY, ALLIED TUBE AND CONDUIT DIVISION; MONOGRAM COMPANY, AFC; REPUBLIC CONDUIT;OR WHEATLAND TUBE COMPANY.6.PROVIDE NONMETALLIC CONDUIT AND TUBING MANUFACTURED BY ONE OF THE FOLLOWING:ANAMET INCORPORATED, ANACONDA METAL HOSE; CANTEX INDUSTRIES, HARSCO CORPORATION;CONDUX INTERNATIONAL, ELECTRICAL PRODUCTS; HUBBELL INCORPORATED, RACO,INCORPORATED; THOMAS & BETTS CORPORATION, CARLON ELECTRICAL PRODUCTS; ORO-Z/GEDNEY, UNIT OF GENERAL SIGNAL.7.PROVIDE CONDUIT BODIES AND FITTINGS MANUFACTURED BY ONE OF THE FOLLOWING:CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; EMERSON ELECTRIC COMPANY, APPLETONELECTRIC COMPANY; HUBBELL INCORPORATED, KILLARK ELECTRIC MANUFACTURING COMPANY;THOMAS & BETTS CORPORATION, CARLON ELECTRICAL PRODUCTS; OR O-Z/GEDNEY, UNIT OFGENERAL SIGNAL.8.PROVIDE METAL WIREWAYS MANUFACTURED BY ONE OF THE FOLLOWING: HOFFMAN ENGINEERINGCOMPANY; KEYSTONE/REES, INCORPORATED; OR SQUARE D COMPANY.9.PROVIDE BOXES, ENCLOSURES, AND CABINETS MANUFACTURED BY ONE OF THE FOLLOWING:CROUSE-HINDS, DIVISION OF COOPER INDUSTRIES; HOFFMAN ENGINEERING COMPANY,FEDERAL-HOFFMAN INCORPORATED; HUBBELL INCORPORATED, RACO INCORPORATED; THOMAS &BETTS, CARLON ELECTRICAL PRODUCTS; O-Z/GEDNEY, UNIT OF GENERAL SIGNAL; ROBROYINDUSTRIES INCORPORATED, ELECTRICAL DIVISION; OR SCOTT FETZER COMPANY, ADALET-PLM.SAFETY SWITCHES1.ALL DISCONNECT SWITCHES SHALL BE HEAVY-DUTY CONSTRUCTION WITH LOCKABLE HANDLESSIZED AS NOTED ON THE DRAWINGS AND/OR RISER DIAGRAM. PROVIDE NEMA ENCLOSURE ASREQUIRED BY EXPOSURE TYPE. ALL FUSIBLE SWITCHES SHALL BE PROVIDED WITH DUAL ELEMENTFUSES SIZED PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATION.FUSES1.FUSES SHALL BE DUAL ELEMENT, TIME DELAY CURRENT LIMITING. CONTRACTOR SHALLCOORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PER THE N.E.C.2.PROVIDE FUSES MANUFACTURED FROM ONE OF THE FOLLOWING: COOPER BUSSMAN,INCORPORATED; EAGLE ELECTRIC MANUFACTURING COMPANY INCORPORATED, COOPERINDUSTRIES INCORPORATED; FERRAZ SHAWMUT INCORPORATED.08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984OVERALLUTILITY PLANOVERALL UTILITY PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWGENERAL SHEET NOTES1.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THEAPPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATION.2.ALL PROPOSED CONDUITS MUST MEET MINIMUM DEPTH REQUIREMENTS AS OUTLINED IN DETAILSON SHEET E-5, AS WELL AS MAINTAIN A MINIMUM OF 18" CLEAR OF ALL EXISTING OBSTRUCTIONSINCLUDING (BUT NOT LIMITED TO) STORM PIPES, SANITARY PIPES, WATER LINES AND OTHERUNDERGROUND UTILITIES.3.FOR TRAFFIC CONTROL PROCEDURES (IF APPLICABLE), SEE TRAFFIC CONTROL NOTES ON SHEETGN-1.4." " DENOTES FEEDER REFERENCE. REFER TO SHEET E-3 FOR FEEDER/CIRCUIT SCHEDULE.FPLATTN: FAVYAN TORRES(954) 224-2448FAVYAN.TORRES@FPL.COMPOWER COMPANY CONTACTSPROPOSED UNDERGROUNDPRIMARY CONDUITS &CONDUCTORS. COORDINATE WITHUTILITY FOR CONDUIT SIZE,QUANTITY, COMPLETE ROUTINGAND PROVIDE ALL LABOR ANDMATERIALS AS REQUIRED.PROPOSED UTILITY TRANSFORMERWITH TAPS, 480V/277V, 3Ø, 4WSECONDARY ON CONCRETE PADPROPOSED UNDERGROUNDSERVICE LATERAL CONDUITSFROM PROPOSED TRANSFORMERTO PROPOSED SWITCHGEAR PERPOWER COMPANY REQUIREMENTS1E-56E-7-#E-2--NOTE:0'20'40'SCALE: 1"=20'PROVIDE PRIMARY SIDE TRENCHINGPROVIDE & INSTALL PRIMARY SIDE CONDUITS W/ PULLWIREPROVIDE & INSTALL PRIMARY SIDE CONDUCTORSPROVIDE & INSTALL UTILITY TRANSFORMER PADPROVIDE UTILITY TRANSFORMERINSTALL UTILITY TRANSFORMERINSTALL CONNECTIONS AT UTILITY TRANSFORMER (PRIMARY)INSTALL CONNECTIONS AT UTILITY TRANSFORMER (SECONDARY)PROVIDE METER PEDESTALINSTALL METER PEDESTALPROVIDE METER BASEINSTALL METER BASEPROVIDE METERINSTALL METERPROVIDE SECONDARY SIDE TRENCHINGPROVIDE & INSTALL SECONDARY SIDE CONDUITS W/ PULLWIREPROVIDE ROAD CUTS / ROAD BORESPROVIDE & INSTALL PAVEMENT REPLACEMENTELECTRICAL SCOPE OF WORK RESPONSIBILITIESPROVIDE & INSTALL SECONDARY SIDE CONDUCTORSSCOPEBYUTILITYBYCONTRACTORxx*xx*xxxx**xxxxxxxxxxxPROVIDE CTsINSTALL CTs (INSIDE TRANSFORMER)xxx*x*NOTE: SCOPE SHOWN ABOVE WAS PROVIDED BY FPL. FIELD VERIFY PRIOR TO CONSTRUCTION.* - DENOTES FLORIDA POWER AND LIGHT SHALL FURNISH, THE CONTRACTOR SHALL INSTALL.**- DENOTES THE CONTRACTOR SHALL PULL THEIR CABLES IN THE TRANSFORMER. FLORIDA POWER AND LIGHT SHALL TAP THE CABLES.1.PROPERTY LINE AND RIGHT-OF-WAY BOUNDARIESARE SHOWN FOR REFERENCE ONLY. REFER TOEXISTING SITE PLANS BY OTHERS FOR EXACTLOCATION.E-8-08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-2MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICALEQUIPMENT PLANELECTRICAL EQUIPMENT PLANINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWELECTRICAL KEYNOTES#1.UNDERGROUND CONDUITS SHALL BE ROUTED UPTHROUGH CONCRETE SLAB.2.CONTRACTOR SHALL PROVIDE 1-1/2" RGS CONDUITAND PULLSTRING WITH BUSHINGS ON BOTH ENDSFROM PROPOSED CT COMPARTMENT TOPROPOSED UTILITY METER. VERIFY W/ POWER CO.3.CONTRACTOR SHALL COORDINATE EXACTLOCATION OF H-FRAME MOUNTED METER WITHUTILITY.* AC UTILITY SERVICE CONDUCTORS:22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH.** AC CONDUCTORS:16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR VERTICAL RUN.*** DC CONDUCTORS:22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR VERTICAL RUN.#PROPOSED SWITCHGEAR ASSEMBLYWITH INTEGRATED SITE MASTERCONTROLLER - DEAD BACKPROPOSED UTILITY TRANSFORMERWITH TAPS, 480V/277V, 3Ø, 4WMOUNTED ON CONCRETE PADPROPOSED CTs MOUNTEDIN TRANSFORMERPROPOSED UTILITY METERMOUNTED ON H-FRAMEE-61PROPOSED UNDERGROUNDSERVICE LATERAL CONDUITSFROM PROPOSED TRANSFORMERTO PROPOSED SWITCHGEAR PERPOWER COMPANY REQUIREMENTS1E-56PROPOSED UNDERGROUND PRIMARYCONDUITS & CONDUCTORS.COORDINATE WITH UTILITY FORCONDUIT SIZE, QUANTITY, COMPLETEROUTING AND PROVIDE ALL LABORAND MATERIALS AS REQUIRED.UTILITY SERVICE LATERAL LENGTHS (FEET)UTILITY TRANSFORMERTO SWITCHGEARLF*EST*1335TOTAL LENGTH OF WIRE PER CONDUIT=140NUMBER OF WIRE FILLED CONDUIT=6TOTAL LENGTH OF WIRE=8401.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ONDIAGRAMMATICAL MEASUREMENTS AND APPROXIMATED BURIED DEPTHS. THEEXACT ROUTING PATH AND CONDUCTOR RUN LENGTHS SHALL BE DETERMINEDBY CONTRACTOR IN FIELD BASED ON PHYSICAL MEASUREMENTS.CONTRACTOR SHALL ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS(MUST BE APPROVED BY TESLA INSTALLATION MANAGER).2." " DENOTES FEEDER REFERENCE. REFER TO SHEET E-3 FORFEEDER/CIRCUIT SCHEDULE.3.CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR EXISTING LANDSCAPING TOREMAIN AND PROPOSED LANDSCAPING.4.CONTRACTOR SHALL HAND DIG AROUND ALL EXISTING UTILITIES.5.CONDUIT ELBOWS SHALL BE SIZED PER NEC. CONTRACTOR SHALL VERIFYMANUFACTURER ALLOWABLE FILL AND MINIMUM CONDUCTOR BENDINGRADIUS. SEE FEEDER SCHEDULE FOR CONDUIT & CONDUCTORSPECIFICATIONS.6.ALL CONDUITS ACCESSIBLE TO THE PUBLIC OR WHICH CAN BE DAMAGEDSHALL BE RIGID GALVANIZED STEEL.GENERAL SHEET NOTESE-52E-7-DC CHARGING POST LENGTHS (FEET)CABINETPOSTLF***EST***11A39611B9311C18401D264822A11332B10322C18402D274933A11333B10323C19413D285044A10324B11334C20424D3355EST. CONDUIT LENGTH=652AC CHARGING CABINET LENGTHS (FEET)SWITCHGEARCABINETLF**EST**CIRCUIT 111127CIRCUIT 224662CIRCUIT 338197CIRCUIT 44117133TOTAL LENGTH OF AC WIRE=2552TOTAL LENGTH OF GND Cu WIRE=638SEE SHEET E-3 FOR FEEDER SCHEDULETOTAL LENGTH OF AC WIRE = SUM OF EST LENGTH x 8 WIRES PER CABINETTOTAL LENGTH OF GND Cu = SUM OF EST LENGTHS x (2) SETS(4) PROPOSED TESLACHARGING CABINETS(TYP.)(16) PROPOSED TESLA CHARGINGPOST CONDUITS (1 PER POST)(8) PROPOSED CONDUITS FROMPROPOSED SWITCHGEAR TOPROPOSED CHARGINGCABINETS(2 PER CHARGING CABINET)51C-71E-534PROPOSED CONDUITS ROUTEDFROM EACH CABINET TOCENTER CABINET FOR SHAREDDC BUS CONNECTION7E-53PROPOSED CENTER CABINETFOR STAR CONNECTED DC BUSSBETWEEN ALL CABINETS23E-550'20'10'SCALE: 1"=10'12341A1B1C1D2A2B2C2D3A3B3C3D4A4B4C4D(16) PROPOSED TESLACHARGING POSTS (TYP.)C-75E-8-08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-3MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984SYSTEM ONE-LINEDIAGRAMSYSTEM ONE-LINE DIAGRAMAINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1.NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLASUPERCHARGERS.2.PROPOSED UTILITY CTs SHALL BE LOCATED IN UTILITY APPROVED CTCOMPARTMENTS MOUNTED IN TRANSFORMER. PROPOSED METER SHALL BEMOUNTED ON H-FRAME.3.SEE SHEET E-4 FOR PANEL SCHEDULES.4.ALL CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR.5.ALL WIRING FURNISHED BY TESLA AND INSTALLED BY CONTRACTOR UNLESS NOTEDOTHERWISE. SEE SHEET E-1 FOR UTILITY/CONTRACTOR SCOPE OF WORK.6.ALL BUSHINGS AND INTERNAL WIRING OF PROPOSED SERVICE EQUIPMENTPROVIDED BY MANUFACTURER. ANY MODIFICATIONS SHALL REQUIRE ENGINEERINGAPPROVAL PRIOR TO ANY CHANGES BEING MADE.7.REFER TO SHEET AF-1 FOR ARC FLASH LABEL DETAILS8.ALL ALUMINUM (Al) CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURINGINSTALLATION. ALL OTHER CONDUCTORS ARE COPPER UNLESS NOTED OTHERWISE.9.ALL CONDUITS ACCESSIBLE TO THE GENERAL PUBLIC OR WHICH CONDUITS CAN BEDAMAGED SHALL BE RIGID GALVANIZED STEEL.10.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY ANATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITEDSTATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.11.THE TESLA PROVIDED CHARGING CABINETS AND THE CHARGING POSTS USED ONTHIS PROJECT COMPLY WITH THE FOLLOWING STANDARDS:·TUV CERTIFIED TO UL 220212.THE AFOREMENTIONED STANDARDS IDENTIFY THE REQUIREMENTS MET BY THE TUVCERTIFIED EQUIPMENT, INCLUDING BUT NOT LIMITED TO :·PROTECTION AGAINST ELECTRIC SHOCK·OVERLOAD AND SHORT CIRCUIT PROTECTION·FAULT PROTECTION·DEGREES OF PROTECTION AGAINST ACCESS TO HAZARDOUS LIVE PARTS·THE INTERNAL COMPONENTS OF THE SYSTEM ARE PROPRIETARY. ANYQUESTIONS CONCERNING ACTUAL INTERNAL PROTECTIVE DEVICES MUST BECOORDINATED DIRECTLY WITH TESLA.·INTERLOCK THAT DE-ENERGIZES THE ELECTRIC VEHICLE CONNECTORWHENEVER THE ELECTRICAL CONNECTOR IS UNCOUPLED FROM THE ELECTRICVEHICLE·AUTOMATIC DE-ENERGIZATION OF CHARGING POST CABLE UPON EXPOSURE TOSTRAINGENERAL SHEET NOTESVOLTAGE DROP CALCULATIONS0.26% TRANSFORMER TO SE EQUIPMENT0.76% SE EQUIPMENT TO CHARGING CABINETSCHARGING CABINET TO CHARGING POSTS0.27%600/3 UTILITY PAD MOUNTEDTRANSFORMER WITH TAPS480/277V, 3Ø, 4W(BY UTILITY)2000/3100%RATEDSEENOTE 2M1PROPOSED 2000A 480/277V, 3Ø,4W MAIN PANEL 'MDP' WITHINSERVICE EQUIPMENT (BYMANUFACTURER)PROPOSED 2000A SERVICE EQUIPMENT480/277V, 3Ø, 4W, 65 KAIC, NEMA 3R, LOCKABLESERVICE ENTRANCEMAIN DISCONNECTSWITCH w/ GROUNDFAULT PROTECTION& ARC ENERGYREDUCTION SWITCH32PROPOSEDGROUND PERUTILITYREQUIREMENTS6480% RATEDTYP OF 3600/380% RATEDTYP OF 1 NOTE:CONTRACTOR SHALL VERIFY ACAND DC WIRING REQUIRMENTSWITH VENDOR'S SCHEMATICWIRING DRAWINGSA5VEHICLE CHARGING POST(TOTAL OF 16) TYPICAL OF4 POSTS PER CABINETTYPICAL CHARGINGCABINET ONLY (TYP. OF 3)BCDINTEGRAL DISCONNECT FOR EACHCHARGING POST FOR SERVICING OFEQUIPMENT (TYPICAL EACH CABINET)CHARGINGCABINET/CENTER DCCABINET FORSHARED DC BUSINTERCONNECTION(STAR CONNECTION)TYPICAL OF 1CENTERCABINETTYPICALCABINETABCDGNDNEUTSERVICE GROUND.SEE SHEET G-1.71000V1000VLOCKABLE INOPEN POSTION(TYPICAL)SITE MASTER CONTROLLER,10KAIC (COMPONENTS BYMANUFACTURER, PC BYTESLA)FEEDER/CIRCUIT SCHEDULEUTILITYTRANSFORMER/ METERINGPROPOSED SERVICEEQUIPMENT;INCOMINGPROPOSED SERVICEEQUIPMENT; INCOMINGPROPOSED SERVICEEQUIPMENT; 2000ATRIP MAIN BREAKERPROPOSEDTESLA CHARGINGCABINETS 1-4PROPOSED SERVICEEQUIPMENTFACTORY INSTALLED2000A BUSS(BY MANUFACTURER)PROPOSED SERVICEEQUIPMENTPROPOSED SERVICEEQUIPMENT; 2000ATRIP MAIN BREAKERFACTORY INSTALLED2000A BUSS(BY MANUFACTURER)PROPOSED TESLACHARGING POSTS 1-16NOFROMTOCONFIGURATION123456PROPOSED SERVICEEQUIPMENT; I-LINEPANELPROPOSED MASTERCONTROLLER(3) 600 MCM Al (XHHW-2, 90°C)(1) 600 MCM Al NEUT (XHHW-2, 90°C)IN EACH (6) 4" PVC CONDUITSPROPOSEDTESLA CHARGINGCABINETS 1-47CENTER CHARGINGCABINET (SHARED DCBUS CABINET)DC BUS OF EACHCHARGING CABINET(2) 600 MCM Al (XHHW-2, 90°, 1000V RATED)(1) #1/0 AWG Cu GND (XHHW-2, 90°, 1000V RATED)(1) #3/0 AWG Al DC MID (XHHW-2, 90°, 1000V RATED)EACH IN (2) 3" PVC CONDUIT.NOTE:ALL AC CONDUCTORS SHALL BE RATED @ 600 VOLTS. ALL DC CONDUCTORS SHALL BE RATED @ 1000 VOLTS.(4) 350 MCM Al (XHHW-2, 90°, 1000V RATED)(1) #1/0 AWG Cu GND (XHHW-2, 90°, 1000V RATED)(1) 1000V, CLASS 1, COMM CABLEIN 4" PVC CONDUIT OR4" NON-METALLIC FLEXIBLE CONDUIT.SEE FLEX SPEC ON SHEET E-7.FACTORY INSTALLED WIRING(3) 500 MCM Al (XHHW-2, 90°C)(1) 500 MCM Al NEUT (XHHW-2, 90°C)(1) #1/0 AWG Cu GND (XHHW-2, 90°C)(1) 600V RATED ARMORED CLASS 1 CAT5E OR CAT6ETHERNET CABLE (*ONLY 1 PER CABINET)IN EACH (2*) 4" PVC CONDUIT60,137AVAILABLE FAULT CURRENT (AMPS)12359,14752,586123PROPOSEDSUB-PANEL ANDWIRING INTEGRALBY MANUFACTURERCCP 30/2 CCP 30/1 CCP 30/1 3A FNQ-R SPARE SPARE DC OUTPUTCURRENT TOCHARGE POSTCHARGEPOSTMODELAC INPUTVOLTAGE TOCABINETAC INPUTCURRENT TOCABINETTESLA CHARGING CABINET & POST ELECTRICAL SPECSDC OUTPUTVOLTAGE TOCHARGE POSTSHORT CIRCUITCURRENTRATINGkVA INPUTTOCABINETV3380V-480V465A0V - 500V85 KAIC387kVADC SHAREDBUS CURRENT350A640A08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-4MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984PANEL SCHEDULESINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWDETAIL NOT USEDN.T.S2N.T.S1PANEL SCHEDULE 'MDP'SPECIFICATIONS: SERVICE ENTRANCE RATED, 2000A BUS, 65 KAIC, 100% RATED MCB, NEMA 3R ENCLOSURE***THE SUM OF THE TOTAL CONNECTED LOADS (NONCONTINUOUS LOAD PLUS THE CONTINUOUS LOAD) TERMINATE IN AN OVERCURRENT DEVICE WHERE BOTH THE OVERCURRENTDEVICE AND ITS ASSEMBLY ARE LISTED FOR OPERATION AT 100 PERCENT OF THEIR RATING.PANEL BOARD NOTES1.PANELS ARE LOCATED WITHIN PROPOSED SERVICE EQUIPMENT AND IS PROVIDED AND INSTALLED BY MANUFACTURER.2.REFER TO SHEET E-6 FOR PROPOSED SERVICE EQUIPMENT LAYOUT PROVIDED BY MANUFACTURER.3.PROVIDE EQUIPMENT WITH SUFFICIENT INTERRUPTING CAPACITY (AIC) REQUIRED FOR A SAFE INSTALLATION. AIC RATING NOTED ON EACH PANELBOARD SCHEDULE IS MINIMUMRATING ACCEPTED WITHOUT ADDITIONAL DOCUMENTATION THAT INDICATES DIFFERENTLY.4.CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED LOADS ON EACH PHASE WITHIN EACH PANEL. PROVIDE TYPED PANEL DIRECTORY MOUNTEDPER MANUFACTURERS RECOMMENDATIONS WITH SERVICE EQUIPMENT.6.OCPD FOR CHARGING CABINETS ARE CALCULATED AS FOLLOWS: 465A AC INPUT TO CABINET x 1.25 = 581.25A ==> 600A BRANCH BREAKER REQUIREDPANEL 'MDP'DESCRIPTIONPhaseAKWPhaseBKWPhaseCKWCKT.BKR /PolesCKT.BKR /PolesPhaseAKWPhaseBKWPhaseCKWDESCRIPTIONCHARGINGCABINET #1129.00600/312SPACE129.0034129.0056CHARGINGCABINET #2129.00600/378SPACE129.00910129.001112CHARGINGCABINET #3129.00600/31314SPACE129.001516129.001718CHARGINGCABINET #4129.00600/31920SPACE129.002122129.002324SPACE2526SPACE27282930SPACE2532SPACE27342936MASTERCONTROLLER0.1030/237380.00SPACE0.1039400.00SPACESPARE0.0030/1414230/10.00SPARE516.10516.10516.000.000.000.00***CONNECTED KW516.10516.10516.00 AMPS1862.321862.321861.96TO UTILITY XFMR***125% CONT. LOAD CALC:TOTAL KW1548.20TOTAL KW1935.25TOTAL AMPS1862.20TOTAL AMPS2327.74VOLTAGE480Y/277PHASE3WIRE4ABC2000/3 100% RATED 08/04/20S. Schaub 6" MIN.SEE NOTE 36"7.5"TYP6"MINSHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-5MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICAL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1N.T.S6N.T.S2N.T.SSECONDARY FEEDERS TRENCH DETAILTYPICAL CONDUIT UNDER SOLID TRENCH DETAILUNDISTURBED SOIL (TYP.)EXISTING GRADE24" MINBACKFILL SHALL BE PLACED INACCORDANCE WITH SECTION 125OF FDOT'S STANDARDSPECIFICATIONS.VERIFYSEE NOTE 4DETECTABLE WARNING TAPE REDWITH BLACK LETTERING INDICATING"ELECTRICAL" AND ROUTED ALONGCONDUIT PATHBACKFILL SHALL BEPLACED INACCORDANCE WITHSECTION 125 OFFDOT'S STANDARDSPECIFICATIONS.(6) 4" PVC SCHEDULE 80 CONDUITS,FROM SERVICE UTILITYTRANSFORMER TO SERVICEENTRANCE EQUIPMENT. PROVIDESWEEPING NON-ACUTE ANGLEDBENDS FOR ALL CONDUITS.METER H-FRAME DETAILCEMENT POSTS INTOGROUND60"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 HOTDIPPED GALVANIZED CHANNEL (e.g., UNISTRUT) COMPLETE WITH 1-1/4" X 5/16"DIA. 13 THD SPRING NUT (2 PER CHANNEL), 5/16" HEX NUT, AND LOCK WASHER SECURELY MOUNTED TO SUPPORT POSTS.3.METER SOCKET(S) MAY BE CONNECTED TO AN EXTERNAL GROUND ROD IFREQUIRED BY LOCAL INSPECTION AUTHORITIES.4.REFER TO FEEDER/CIRCUIT SCHEDULE ON SHEET E-3.5.ALL ABOVE GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL. PROVIDEPVC TO RGS COUPLER FOR TRANSITION.6.ALL CUT POST & UNISTRUT ENDS SHALL BE FILED, GALVANIZED AND CAPPED.GROUND RODPER NEC 250SEE NOTE 1SEE NOTE 2.ALL HARDWARE TO BE BONDEDAND GROUNDED PER NEC 250.METERWARNING RIBBON 12"ABOVE SERVICE LATERALPROVIDE A SEPARATE GALVANIZED RIGIDMETALLIC CONDUIT (SIZE PER UTILITY SPECS)WITH ALL THREADED JOINTS AND INSULATEDBONDING BUSHINGS ON BOTH ENDS. ROUTEUNDERGROUND PER UTILITY SPECIFICATIONSOF METERING CONDUIT TO TRANSFORMERWITH CT'S LOCATED INSIDE ENCLOSURE.CONDUIT SHALL BE GROUNDED AT THETRANSFORMERMETER BASE24" MIN. COVER GRADENOTES:1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONSVARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FORROUTING.5.VERIFY ALL REQUIREMENTS WITH POWER COMPANYPROPOSED 3" STD PIPEGALV. PIPE (TYP.)PROPOSED CONCRETEPIER APPROXIMATELY 12" Ø(4000 PSI CONCRETE)3"12"DIA.4'-0" MIN. 1" 1"VERIFY WITHPOWER COMPANYEXOTHERMIC WELD (TYPICAL)BOND POSTS TO GROUNDFIELD (TYPICAL)5N.T.S12"PROVIDE UNISTRUTEND CAPS1" 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 PRECONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONSVARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FORROUTING.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.BACKFILL SHALL BEPLACED IN ACCORDANCEWITH SECTION 125 OFFDOT'S STANDARDSPECIFICATIONS.UNDISTURBED SOIL (TYP.)EXISTING GRADE6"MIN 24" MINBACKFILL SHALL BE PLACED INACCORDANCE WITH SECTION 125OF FDOT'S STANDARDSPECIFICATIONS.6"6"VERIFYSEE NOTE 4(4) DC POST CONDUITCLUSTERS FROM EACHCABINET. REFER TOFEEDER SCHEDULE ONSHEET E-3 FOR CONDUITTYPE, SIZE AND QUANTITYDETECTABLE WARNING TAPE REDWITH BLACK LETTERING INDICATING"ELECTRICAL" AND ROUTED ALONGCONDUIT PATH6"MIN 12"24"SEE NOTE 6NOTES:1.ANY EXCAVATION LEFT OPEN SHOULD BE SECURELY FENCED OFF.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR TO PRECONSTRUCTION CONDITIONS OR BETTER.3.CONTRACTOR SHALL INSTALL CONDUITS BELOW LOCAL FROST LINE. SHOULD FIELD CONDITIONSVARY, CONTRACTOR SHALL COORDINATE WITH CONTACT ENGINEER LISTED ON SHEET T-1.4.VERIFY WIDTH OF TRENCH REQUIRED. REFER TO SITE ELECTRICAL DRAWING ON SHEET E-2 FORROUTING.BACKFILL SHALL BEPLACED IN ACCORDANCEWITH SECTION 125 OFFDOT'S STANDARDSPECIFICATIONS.UNDISTURBED SOIL (TYP.)EXISTING GRADE6" MIN 24" MIN BACKFILL SHALL BE PLACED INACCORDANCE WITH SECTION 125OF FDOT'S STANDARDSPECIFICATIONS.6"6"VERIFYSEE NOTE 4VERIFY CONDUIT TYPE, SIZE ANDQUANTITY WITH FEEDERSCHEDULE ON SHEET E-3.DETECTABLE WARNING TAPE REDWITH BLACK LETTERING INDICATING"ELECTRICAL" AND ROUTED ALONGCONDUIT PATH6" MIN 12"3N.T.STYPICAL TRENCH DETAIL1" OF GRANULARBACKFILLBETWEENCONDUITSDETAIL NOT USED08/04/20S. Schaub SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-6MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICAL DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWB06.18.20ISSUED FOR 100% REVIEW2N.T.SFLEXIBLE NON-METALLIC CONDUIT SPECIFICATIONSWITCHGEAR ASSEMBLY SPECIFICATIONS3N.T.SFORREFERENCEONLYTBD SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-7MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984UTILITY DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWB06.18.20ISSUED FOR 100% REVIEWTRANSFORMER PAD DETAILN.T.SFORREFERENCEONLY SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-8MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984UTILITY DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWB06.18.20ISSUED FOR 100% REVIEWUTILITY DETAILSN.T.SFORREFERENCEONLY SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-9MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984UTILITY DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWB06.18.20ISSUED FOR 100% REVIEWUTILITY DETAILSN.T.SFORREFERENCEONLY SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47E-10MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984UTILITY DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWB06.18.20ISSUED FOR 100% REVIEWUTILITY DETAILSN.T.SFORREFERENCEONLY #2 AWG EARTH GROUND SOLIDTINNED COPPER GROUNDINGELECTRODE CONDUCTOR FOREMC (GROUND ROD)PROPOSEDCHARGING CABINETPROPOSED AC CONDUITFROM PROPOSEDSWITCHGEAR. SEE FEEDERSCHEDULE FOR QUANTITYAND SPECIFICATIONS5/8" DIA. x 8'-0" COPPERCLAD GROUND RODPROPOSED DC POWERCONDUITS TO PROPOSEDCHARGING POSTS. SEE FEEDERSCHEDULE FOR QUANTITY ANDSPECIFICATIONS#2 SOLID TINNEDCOPPER BONDED TOSERVICE GROUND. SEEDETAIL 3 THIS SHEET GROUNDING LEGENDGROUND BAR/LUG WITHINPROPOSED EQUIPMENTPROPOSED 5/8"x8'-0"GROUND ROD, SEE DETAIL4, THIS SHEETPROPOSED SERVICEGROUND,SEE DETAIL 4, THIS SHEETPROPOSED CHARGINGCABINET GROUND FOR EMC,SEE DETAIL 2, THIS SHEETPROPOSED CHARGINGCABINET. SEE PLAN FOREXACT QUANTITYPROPOSED SWITCHGEAR.SEE PLAN FOR EXACT SIZEAND CONFIGURATION#2 SOLID TINNED COPPERPROPOSED GROUND RINGCADWELD CONNECTION(EXOTHERMIC WELD)MECHANICAL CONNECTIONGROUND RODABCDDCAABB(TYP)(TYP)(TYP)(TYP)AE(TYP)EFFGG(TYP)AMCBDISTRIBUTIONNOTES:1.ALL GROUND BARS SHALL BE STAMPED IN TO THE METAL "IF STOLEN DO NOT RECYCLE."2.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESSSTEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFOREMATING.3.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.4.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR DOWN TOGROUND BUS.5.NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BAR AND BOLTED ON THE BACKSIDE. INSTALL BLACK HEAT-SHRINKING TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS.THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED,PROVIDING 50% SPARE CONNECTION POINTS.7.ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).8.TESLA CHARGERS HAVE INTERNAL HIGH IMPEDANCE GROUND FAULT PROTECTION (10MΩ).9.EMC - ELECTROMAGNETIC COMPATIBILITY.10.ALL GROUNDING HARDWARE SUPPLIED AND INSTALLED BY CONTRACTOR.CADWELD CONNECTIONS(OR APPROVED EQUAL)BURNDY CONNECTIONS(OR APPROVED EQUAL)PARALLEL HORIZONTALCONDUCTORSPARALLEL THROUGHCONNECTION OFHORIZONTAL TYPE PTTHROUGH CABLE TOGROUND RODTHROUGH CABLE TOTOP OF GROUND RODTYPE GTHORIZONTAL SPLICESPLICE OF HORIZONTALCABLESHORIZONTAL STEELSURFACETO FLAT STEEL SURFACEOR HORIZONTAL PIPETYPE HSVERTICAL STEELSURFACECABLE DOWN AT 45° TOVERTICAL STEELSURFACE INCLUDINGPIPE TYPE VSVERTICAL PIPECABLE DOWN AT 45°TO RANGE OFVERTICAL PIPES TYPEVS"C" CONNECTORHYPRESS TYPE YGHCBOND JUMPERFIELD FABRICATEDGREEN STRANDEDINSULATED TYPE 2-YA-2COPPER LUGSTWO HOLE - LONGBARREL LENGTH TYPEYA-2SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47G-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984GROUNDING DETAILSINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1N.T.S3N.T.S5N.T.S4N.T.S2N.T.SCADWELD CONNECTION DETAILGROUNDING NOTESTYPICAL EARTH GROUNDING PLANTYPICAL EQUIPMENT GROUNDING SCHEMATICCHARGING CABINET EARTH GROUNDING DETAIL#1 AWG COPPEREQUIPMENTGROUNDINGCONDUCTORPROPOSED 5/8"x8'-0" GROUND ROD(1 PER 2 CHARGING CABINETS). IF CHARGINGCABINET IS LOCAL TO THE SERVICE GROUNDRODS, CHARGING CABINET GROUND RODS ARENOT REQUIRED. BOND #2 AWG COPPERELECTRODE CONDUCTOR TO SERVICE GROUND.#2 AWG SOLID TINNED COPPEREARTH GROUNDINGELECTRODE CONDUCTORPROPOSED TESLACHARGINGCABINET (TYP.)#1 AWG COPPEREQUIPMENT GROUNDINGCONDUCTOR#12 AWG GND WITHINTESLA COMM CABLE(TYPICAL)PROPOSEDUNDERGROUNDCONDUIT(TYP. OF EACHCHARGE POST)CHASSIS MOUNTGROUND BAR (TYP.)VEHICLECONNECTOR(TYPICAL)TESLACHARGINGPOST (TYP. (4)PER CABINET)PROPOSEDSWITCHGEARASSEMBLY.FACTORY INSTALLEDMAIN BONDINGJUMPERFACTORY INSTALLEDGROUND BAR(S)#4/0 AWG TINNEDCOPPER GROUNDINGELECTRODE CONDUCTORPROPOSED 5/8"x8'-0"GROUND ROD (PERUTILITY REQUIREMENT)16'-0"IDEAL SPACINGIF SPACE IS LIMITED,THEN MEET 6'-0"MINIMUM SPACINGINCOMINGGRNDNEU PANELMAIN BREAKER/METERINGGRNDNOTE:IF CHARGING CABINET IS LOCAL TO THESERVICE GROUND RODS, INDIVIDUALCHARGING CABINET GROUND RODS ARENOT REQUIRED.08/04/20S. Schaub MICROLOGIC 6.0P ELECTRONIC TRIP UNIT PANEL - 2000A MAIN CIRCUIT BREAKERA.TEST LAMP AND INDICATION RESETB.INDICATION OF TRIPPING CAUSEC.HIGH RESOLUTION SCREEND.MEASUREMENT DISPLAYE.MAINTENANCE INDICATORSF.PROTECTION SETTINGSG.NAVIGATION BUTTONSH.OVERLOAD SIGNAL (LED)I.LONG-TIME RATING PLUG SCREWJ.LONG-TIME CURRENT SETTING AND TRIPPING DELAYK.SHORT-TIME PICKUP AND TRIPPING DELAYL.INSTANTANEOUS PICKUPM.HOLE FOR SETTINGS LOCKOUT PINN.ELECTRONIC PUSH-TO-TRIPO.GROUND-FAULT PICKUP AND TRIPPING DELAYP.TEST CONNECTORDETAIL KEYNOTESN.T.SBEDCBAFGHJ432.521.556810.4.4.3.2.1.3.2.1086432101215off.65.60.50.45.40.70.80.9018421.512162024SHORT TIME.4.4.3.2.1.3.2.10LONG TIMEINSTANTANEOUStestonoffGROUND FAULTalarml2tdelayxlrsettingX lntsd(s)onl2ttg(s)offlgl rl iSECTION 2SECTION 2lsdlilglΔnAptest / resetMicrologic 6.0PX ln@ 6 lrlsdNW CIRCUIT BREAKERSHORT TIMELONG TIMEINSTANTANEOUStestonoffGROUND FAULTalarml2tdelayxlrsettingxlntsd(s)onl2ttg(s)offlgl ixln@ 6 lrlsdABCDEFGHIKJLMNOPlrtr(s)_SHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47EBS-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984ELECTRICALBREAKER SETTINGSN.T.SBAN.T.SINSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEW520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEWSPSET1.0I TRIP UNIT PANEL - 600A BREAKERS (TYP. OF 4)A.INSTANTANEOUS PICKUPDETAIL KEYNOTES65432810INSTANTANEOUSX lnl iSECTION 1SECTION 1ET1.0IMJ CIRCUIT BREAKERINSTANTANEOUSxlnl iA_08/04/20S. Schaub CHARGING CABINETSCHARGER DISTRIBUTION SECTIONN.T.S42N.T.SSHEET NUMBERSHEET TITLEIT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER, TOALTER THIS DOCUMENT.REVDATEDESCRIPTIONA03.20.20CHECKED BY:RP/KMDDRAWN BY:GPD PROJECT NUMBER:DTP2019241.47AF-1MILE MARKER 144, FLORIDATURNPIKE(TESLA STATION)PORT ST. LUCIE, FL 34984INSTALLATION MANAGER:DAVID HERNANDEZISSUED FOR 100% REVIEWARC FLASH LABELDETAILS520 South Main StreetAkron, OH 44311330.572.2100Fax 330.572.2102B06.18.20ISSUED FOR 100% REVIEW1.FOR ANY QUESTIONS OR CLARIFICATIONS REGARDING LABELS, CONTACT MIKE GREEN, GPD GROUP, AT 330-572-2267.2.ARC FLASH INCIDENT ENERGY ANALYSIS COMPLETED PER NFPA 70E 2018.3.ARC FLASH CALCULATIONS PER IEEE 1584, 2018.4.LABELS SHALL BE PRINTED WITH PERMANENT INK ON WEATHERPROOF LABELS WITH SELF STICKING ADHESIVE.5.INSTALL LABELS PER NEC 2017 SECTION 110.16.6.FOR EACH SWITCHGEAR SECTION, CONTRACTOR SHALL PROVIDE (1) APPLICABLE LABEL ON EXTERIOR DOOR AND (1)APPLICABLE LABEL ON INTERIOR FRONT FACING SECTION. CONTRACTOR SHALL FIELD VERIFY SPECIFIC LOCATIONFOR LABEL PLACEMENT(S).7.CONTRACTOR SHALL PROVIDE LABELS WITH ANY ADDITIONAL INFORMATION AS REQUIRED BY LOCAL JURISDICTION,STATE AND FEDERAL CODES AND LAWS.NOTESBus: INCOMING SECTION-UTILITY Prot: MaxTripTime @2.0sDO NOT WORK ON LIVE!174 cal/cm^2 18 in 405 in 0042 in 12 in 480 VACNO SAFE PPE EXISTSENERGIZED WORK PROHIBITEDLimited ApproachRestricted Approachcover is removedSHOCK PROTECTIONFLASH PROTECTIONIncident Energy atArc Flash Boundary:Min. Arc Rating:Glove Class:Bus: CHARGING CABINETS Prot: 600A BREAKER42 in 12 in 480 VACArc Flash and Shock RiskAppropriate PPE RequiredLimited ApproachRestricted Approachcover is removedSHOCK PROTECTIONFLASH PROTECTIONIncident Energy atArc Flash Boundary:Min. Arc Rating:Glove Class:ARC FLASH LABEL NOTESINCOMING SECTION - UTILITYN.T.S31N.T.SShock risk whenShock risk whenSPS4.9 cal/cm^2 18 in 43 in 00Bus: CHARGER DISTRIBUTION SECTION Prot: MAIN BREAKER42 in 12 in 480 VACArc Flash and Shock RiskAppropriate PPE RequiredLimited ApproachRestricted Approachcover is removedSHOCK PROTECTIONFLASH PROTECTIONIncident Energy atArc Flash Boundary:Min. Arc Rating:Glove Class:Shock risk when10.7 cal/cm^2 18 in 71 in 0008/04/20S. Schaub