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HomeMy WebLinkAboutIN240142-CARMEL-MEIJER 130-REV 0-09-15-22.pdfREVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032TITLE SHEET &PROJECT DATAT-1THIS SITE IS LOCATED IN FLOOD ZONE "X".AREA DETERMINED TO BE OUTSIDE OF THE0.2% ANNUAL CHANCE FLOOD PLAIN.PERMITTING JURISDICTION:CITY OF CARMELZONING DISTRICT:B-2 BUSINESS DISTRICTSITESITEIP&LPOWER COMPANY:EQUIPMENT SUPPLIER:COUNTY:HAMILTONLATITUDE (NAD83):39° 58' 18.90" N39.971925°LONGITUDE (NAD83):86° 09' 07.70" W-86.152147°ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191PROPERTY OWNER:CONTACT ENGINEER:RUSSELL POLLOM(913) 458-6274POLLOMRE@BV.COMLOCATION MAPAREA MAPPROJECT DESCRIPTIONSITE INFORMATIONCONTRACTOR NOTECONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNEDAND THE SEALED SET OF DRAWINGS. ANY NECESSARYDEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTEDTHROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FORAN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH ADEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS.CALL BEFORE YOU DIGENGINEER OF RECORDSHEET NO:DRAWING INDEXSHEET TITLEREVNO:DO NOT SCALE DRAWINGSZONING INFORMATIONFLOOD HAZARD AREA NOTEAPPLICABLE CODESFOR REFERENCE ONLY DRAWINGSCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THEENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDINGWITH THE WORK.11"x17" PLOT WILL BE HALF SCALE UNLESS NOTED1424 W CARMEL DRIVECARMEL, IN 46032EV SITE ADDRESS:MEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032MEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032IN240142 CARMELINSTALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENT·INSTALL (1) UTILITY TRANSFORMER·INSTALL (1) SWITCHBOARD ASSEMBLY·INSTALL (3) 360KW SIGNET POWER UNITS·INSTALL (6) 350KW SIGNET DISPENSERS·INSTALL (1) LIGHT POLEUNDERGROUND SERVICE ALERT3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTIONUTILITY NOTIFICATION CENTER OF INDIANA811 OR 1-800-382-5544ALL WORK SHALL COMPLY WITH THE FOLLOWINGAPPLICABLE CODES:2012 INTERNATIONAL BUILDING CODE WITH INDIANAAMENDMENTS2006 INTERNATIONAL PLUMBING CODE WITH INDIANAAMENDMENTS2012 INTERNATIONAL MECHANICAL CODE WITH INDIANAAMENDMENTS2008 NATIONAL ELECTRICAL CODE WITH INDIANAAMENDMENTS2012 INTERNATIONAL FIRE CODE WITH INDIANAAMENDMENTSIN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODESHALL PREVAILPROPERTY SURVEYSTAGING PLANPHOTOMETRIC PLANNATHAN PETRYPE # PE11400490BLACK & VEATCH CORPORATIONAPN:16-90-00-00-23-8600TITLE SHEET & PROJECT DATAOVERALL SITE PLANC-1E-1T-1UTILITY PLANE-3ENLARGED SITE PLANC-2ELECTRICAL DETAILSGROUNDING DETAILSG-1E-2SINGLE LINE DIAGRAMSITE ELEVATIONC-3EQUIPMENT DETAILSC-4D-1DEMOLITION SITE PLAND-2FENCE DETAILSC-5GENERAL NOTES 1GN-1GENERAL NOTES 2GN-2GENERAL NOTES 3GN-3ENLARGED EQUIPMENT LAYOUTELECTRICAL PLANE-4EQUIPMENT DETAILSD-3ELECTRICAL DETAILSE-5EQUIPMENT DETAILSD-4PARKING STALL COUNTEXISTING STALL COUNT691STALLS REMOVED6PROPOSED685REQUIRED*757*PER 300 SQ.FT OF FLOOR AREA. FLOOR AREAESTIMATED AT 226,978 SQ.FT. USING GOOGLE EARTH000000000000000000EQUIPMENT DETAILSD-50No. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032GENERAL NOTES 1GN-1GENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES CONT.1.FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLYGENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK & VEATCH)CONTRACTOR: (CONSTRUCTION)OWNER: ELECTRIFY AMERICA2.ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS.3.THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITHALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACTDOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BEACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIESSHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OFWORK.4.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALLAPPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUEALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK.5.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITYCOMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, ANDAPPLICABLE REGULATIONS.6.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATEDON THE DRAWINGS.7.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINEONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESSOTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE.THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONSREGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUITJOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OFWORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK.8.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.9.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THECONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THEENGINEER PRIOR TO PROCEEDING.10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA,ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORKUNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCALJURISDICTION.11.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITHOTHER DISCIPLINES.12.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCEDWORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE.13.WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THESCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES.CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THATDEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION.14.THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48HOURS PRIOR TO COMMENCEMENT OF WORK.15.THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'SEXPENSE TO THE SATISFACTION OF THE OWNER.16.THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFCONSTRUCTION.17.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES ANDCONTRACTORS TO THE SITE AND/OR BUILDING.18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THEDURATION OF CONSTRUCTION UNTIL JOB COMPLETION.19.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OFPLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES.20.THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOTLESS THAN 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONSOF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION.21.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BEPROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BYTHE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THECONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALLINCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICALSAFETY, AND D) TRENCHING & EXCAVATION.22.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICHINTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OROTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OFTHE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNERAND/OR LOCAL UTILITIES.23.THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THEEQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TOPREVENT EROSION.24.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE INCONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENTCONTROL.25.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZENMATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.26.THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENTSTANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALLBE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCALJURISDICTION.27.ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BEREMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.28.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, ANDOTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETIONOF CONSTRUCTION AND PRIOR TO PAYMENT.29.THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERALCONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT.30.THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION.31.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER ORSEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED).32.NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED.33.CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONSREQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFYTHE GENERAL CONTRACTOR IMMEDIATELY.34.THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.35.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/ORDRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION.STRUCTURAL STEEL NOTES1.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTEDOTHERWISE: WIDE FLANGE SHAPE: A992, 50ksiANGLE AND CHANNEL SHAPE: ASTM A36, 36 ksiPLATE: ASTM A36, 36ksiPIPE: ASTM A53 GRADE B, 35 ksiHSS: ASTM A500 GRADE B, 46ksi2.HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ASSEMBLYSHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHERCONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENTTURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONSSHALL BE BEARING TYPE CONNECTIONS.3.WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BECOMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED ASPRESCRIBED IN AWS D1.1.4.UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTMF1554, GRADE 36, WITH HEAVY HEXAGONAL NUT.5.FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION.6.ALL EXPOSED STRUCTURAL STEEL, BOLTS, AND HARDWARE SHALL BE HOT DIP GALVANIZED PERASTM A123.7.SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS,MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGSWILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCHAPPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOREITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS ORTHE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD.8.PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTINGCOUNCIL (SSPC) PAINT SPECIFICATION NUMBER 111.CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYSUNLESS OTHERWISE NOTED' CONTINUOUS INSPECTION IS NOT REQUIRED. SLUMP: 4" MIN / 6"MAX. AIR ENTRAINMENT: 4 1/2% - 7% BY VOLUME2.REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTMSPECIFICATION A615 GRADE 60, MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4".3.REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUMCLEARANCES.4.ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OFCONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94.5.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90DEGREES FAHRENHEIT.6.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOBSITE.7.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.8.EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS WHEREPERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS UNLESSNOTED OTHERWISE.9.DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PUBLICATION SP-66 AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318.10.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING.11.EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE CONCRETE PADABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN ONAPPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCHPRE-FABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THESLAB.REINFORCED CONCRETE NOTES1.CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADEN-1, (F'M=1,500 PSI). MEDIUM WEIGHT. (115 PCF)2.MORTAR SHALL BE TYPE "S" ABOVE GRADE, TYPE "M" BELOW GRADE CONFORMING TO ASTMC270. (MINIMUM 2,000 PSI AT 28 DAYS)3.GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMINGTO ASTM C476.4.ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CELLS IN RETAININGWALLS, AND WALLS BELOW GRADE SHALL BE SOLID GROUTED.5.ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS.6.WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTSSHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT.7.ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS.8.PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTSIN EXCESS OF 4'-0" OF HEIGHT.9.ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR.10.CEMENT SHALL BE AS SPECIFIED FOR CONCRETE.11.REINFORCING BARS - SEE NOTES UNDER "REINFORCED CONCRETE NOTES" FOR REQUIREMENTS.REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES SHALL BE 48 BARDIAMETERS, MINIMUM.12.PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING ANDMASONRY UNITS.13.LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET.14.HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECTSPECIFICATIONS AND SECTION 2104 OF IBC.15.ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THEDRAWINGS OR SPECIFICATIONS.16.CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITHCELLS CONTAINING REINFORCING STEEL.17.REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE.18.SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST,LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL.19.ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIORTO GROUTING.CONCRETE MASONRY NOTESNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032GENERAL NOTES 2GN-2INDIANA STANDARD SPECIFICATIONSSECTION 400 - INDOT PAVEMENTGENERAL SITE WORK NOTESCONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS1.PLACING AND FINISHING CONCRETETHE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITYWORKMANSHIP IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND RAMPS SHALL BE FINISHEDTO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT ANDSURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALKOR RAMP. NO “PLASTERING” OF THE SURFACE SHALL BE PERMITTED.2.CONTRACTION JOINTS THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED CRACKS, REGARDLESS OF THE TIME OR WEATHER.3. EXPANSION JOINTS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF INCH PREFABRICATED NON-EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB.SIEVE SIZETOTAL PERCENT PASSING1 1/2 INCH (37.5 MM)100NO. 4 (4.75 MM)30 TO 60NO 200 (0.075 MM)3 TO 15GENERAL SITE WORK NOTES CONT.GENERAL SITE WORK NOTES CONT.1.DRILLING THROUGH EXISTING SLAB REBAR DURING POST-INSTALLED ANCHOR BOLTSINSTALLATION IS NOT PERMITTED.2.POST-INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BYPERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTEDINSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING.3.EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THEMANUFACTURER'S INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGEDISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS.ANCHORAGE INSTALLATION NOTESPART 1 - GENERALCLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATIONAND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS.1.1 REFERENCES:A.DOT (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).1.2 INSPECTION AND TESTING:A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES (BACKFILL, CONCRETE POUR, ETC).1.3 SITE MAINTENANCE AND PROTECTION:A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTILCOMPLETION 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 THATARE NOT 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 PERIODOF CONSTRUCTION. 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.H.SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONEMONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTHBEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.PART 2 - PRODUCTS2.1 SUITABLE MATERIAL – SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3-INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS.2.2 UNSUITABLE MATERIAL – SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS ARE UNSUITABLE .2.3 GRANULAR BACKFILL – SHALL MEET THE FOLLOWING GRADATION2.4 GRANULAR BEDDING – WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE AGGREGATE.2.5CONTROLLED LOW STRENGTH MATERIAL (CLSM)– A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI .2.6 BACKFILL – PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM.2.7 TOPSOIL – SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH.PART 3 - EXECUTION3.1 GENERAL:A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENTCONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCHCONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED 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. CONDUCT UTILITYLOCATE IN ACCORDANCE WITH THE ONE-CALL NOTIFICATIONC.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 THESURFACE OF THE SITE AREA TO BE CLEARED.D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THEORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSEEMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREATO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS ANDOTHER DEBRIS THEREBY 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. SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITEGRADING.F.EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTINGFROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL.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.3.2BACKFILL:A.AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE,INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE,BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHEDGRADE.B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THEEXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS.C.DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL.D.PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED INUNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTTO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILLMATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED.E.WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIEDDENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE METUNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALLTAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, ORINCREASING THE COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS.3.3 TRENCH EXCAVATION:A.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGSOR AS 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 THEOUTERMOST CONDUIT.C.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATETHE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIREDELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL.3.4 TRENCH BACKFILL:A.PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGSAND THE UTILITY REQUIREMENTS.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.PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCHUNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILLINTO SPACE AROUND CONDUITS.E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING.F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIALIN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACEGRADE.G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THEEXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH3.5 FINISH 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 WORKTO THEIR ORIGINAL CONDITION.3.6 ASPHALT PAVING ROAD:A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISESPECIFIED.B.ALL ELECTRIC VEHICLE CHARGING STALLS WITH AN ASPHALT SURFACE SHALL BE SEALCOATED.No. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032GENERAL NOTES 3GN-3GROUNDING NOTES1. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.2. 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.3. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION TYPE CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED.ELECTRICAL NOTESELECTRICAL NOTES CONT.1.THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORKINDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALLAPPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITHTHESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON ASPOSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THATPORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVEACTIONS TO BE TAKEN.2.THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITHANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKEPROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP.,LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THECONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THISPARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARYFOR A COMPLETE AND WORKING SYSTEM.3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC ANDALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTIONAND 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 PROTECTION ASSOCIATION4.DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACTLOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES ANDLOCATIONS WHEN NEEDED.5.EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUTWRITTEN PERMISSION OF THE OWNER.6.THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THECONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORKBEGINNING OR ORDERING THE EQUIPMENT.7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATESTHAT THE CONTRACTOR SHALL FURNISH AND INSTALL.8.THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTSSUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULEDDOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHTTO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK.9.CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE(THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ONDRAWINGS.10.ALL WIRING INSTALLATIONS SHALL BE COMPLIANT WITH NEC ARTICLE 310.10 AND TO FOLLOWMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.11.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADEDHUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS.12.IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION.CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICALSYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPERWORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESSOTHERWISE DIRECTED.13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS,WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL ANDSUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER.14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEPROGRESS OF CONSTRUCTION.15.CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR APERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE.16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGEAND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THEINSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN.17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTIONAGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK.18.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES ANDDEVICES FOR ALL OUTLETS AS INDICATED.19.TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUNDINSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING ANDCOMPACTION. REFER TO GENERAL SITE WORK NOTES.20.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BENEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEEDTHE REQUIREMENTS OF THE NEC, NEMA AND IEEE.21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OFANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BYTHE CONSTRUCTION MANAGER PRIOR TO INSTALLATION.22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICALCONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK ANDPERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINALACCEPTANCE.23.THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTENDIRECTORIES.24.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAKENCLOSURES, AS REQUIRED BY EXPOSURE TYPE.25.ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALLBE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BYIDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM& COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS.26.ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIEDOTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE.27.RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 2013.THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUITBENDS SHALL NOT BE LESS THAN SHOWN IN TABLE 2 CHAPTER 9 OF THE NEC. RGS CONDUITSWHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLEFOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLDGALV'.28.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC.29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPEINSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESSMECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER.30.THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOWGROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ"CAUTION BURIED ELECTRIC".31.WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONINGWIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUNDCONDUITS.32.ALL BOLTS SHALL BE STAINLESS STEEL.33.ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BENEW AND UNUSED.FIBER OPTIC NOTESUSE CABLE WITH THE FOLLOWING MINIMUM PROPERTIES:1. HIGH TENSILE STRENGTH >150 LB2. TIGHT BUFFERED3. INDOOR / OUTDOOR UV AND MOISTURE RESISTANT “RISER” CABLE4. CONNECTOR TYPE: ST-ST5. FIBER TYPE: MULTI-MODE 6-FIBER (3 PAIR) 62.5UM. 6 CONNECTORS ON BOTH ENDS.6. JACKET: INDOOR/OUTDOOR RISER, BLACK7. BREAKOUT: SIDE A: INNER END - 24 INCHES WITH 2MM FURCATION SIDE B: OUTER END - 24 INCHES - 2MM FURCATION - STAGGERED EVERY 1"8. WITH PULLING EYE ON SIDE B (OUTER END) AND SPOOL REELNo. PE11400490STATE OF09/16/2022 FRONTFRONTOVERALL SITE PLANREVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032OVERALL SITE PLANC-120'10'020'40'1"=20'1.TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARDPROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL.NOTEEXISTINGLIGHT POLE (TYP)EXISTINGBUSH (TYP)EXISTINGTREE (TYP)EXISTINGBUILDING (TYP)EXISTINGUNDERGROUNDELECTRIC LINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGPROPERTY LINE (TYP)EXISTINGCURB WITHGUTTER (TYP)EXISTINGTRANSFORMEREXISTING TESLAEQUIPMENT (TYP)EXISTINGBRICK WALLEXISTINGELECTRICTRANSFORMER (TYP)EXISTINGGAS METEREXISTINGBOLLARD (TYP)MEIJER GASSTATIONEXISTING STORMINLET (TYP)EXISTINGGRASSY AREA (TYP)EXISTINGCONTOURLINE (TYP)SEE ENLARGED SITEPLAN SHEET C-3EXISTING ASPHALTPARKING LOT (TYP)No. PE11400490STATE OF09/16/2022 1.THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED BY THE WORKTO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK.2.ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING.NOTESDEMO QUANTITIES TABLEASPHALT113 SQ YDSCURB36 FTPARKING LINESGRINDINGLANDSCAPING21 SQ FTREVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032DEMOLITION SITE PLANC-2REMOVE EXISTINGPARKING LINE BYGRINDING (TYP)SEE DEMOQUANTITIES TABLE6'4'2'05'10'3/16"=1'-0"DEMOLITION SITE PLANEXISTING 9'-7"(TYP)EXISTING 19'-1"(TYP)EXISTINGLIGHT POLE (TYP)EXISTINGTREE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)EXISTINGUNDERGROUNDELECTRICAL LINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTING CURBWITH GUTTER (TYP)52'-1"21'-7"EXISTING ASPHALTPARKING LOTEXISTING UNDERGROUNDELECTRICAL LINE TO BERELOCATEDNo. PE11400490STATE OF09/16/2022 FRONT REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032ENLARGED SITE PLANC-36'4'2'05'10'3/16"=1'-0"ENLARGED SITE PLAN1.SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLYOCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THANONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED.NOTEAC-5AC-5EXISTING 18'-1"EXISTING 9'-7"(TYP)19'-3"(TYP)EXISTING 19'-4"(TYP)47'-7"1'-0"(TYP)4'-9"(TYP)9" (TYP)4'-0"4'-6" 15'-7"5'-0"(TYP)3B3A2B2A1B1A123PROPOSEDDISPENSER (TYP OF 6)CD-2BD-2PROPOSED RESERVED PARKING FORELECTRIC VEHICLE ONLY SIGN (TYP OF 5)DD-4ED-4EXISTINGPARKING LINE (TYP)EXISTINGLIGHT POLE (TYP)EXISTINGTREE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)PROPOSED UTILITYTRANSFORMERPROPOSED UTILITYBOLLARD (TYP)PROPOSEDCONCRETE CURBWITH GUTTERPROPOSEDENCLOSUREPROTECTIONBOLLARD (TYP OF 9)CD-3R = 2'-6"L = 4'-0"EXISTINGUNDERGROUNDELECTRICAL LINE (TYP)EXISTING CONTOURLINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTING CURBWITH GUTTER (TYP)2'-0"PROPOSEDLIGHT POLEBD-4AD-4PROPOSED RESERVED PARKINGFOR ELECTRIC VEHICLE ONLYSIGN, MOUNTED ON LIGHT POLEED-4RELOCATED EXISTINGUNDERGROUND ELECTRIC LINEEXISTING STALL COUNTPROPOSED STALL COUNTPROJECT AREA STALL COUNTHOST APPROVED STALL COUNT1269PROPOSED DISPENSERDISPENSERNUMBER350 KWCABLE TYPE1*CCS1*CCS1*CCS1*CCS1*CCS1*CCS1A1B2A2B3A3B*SHARED 350KW OUTPUT6'-0"EXISTING ASPHALTPARKING LOT6'-7"2'-6"5'-0"(TYP)2'-1"14'-6"1'-2"PROPOSEDDISPENSERDD-2CD-2PROPOSED RESERVEDPARKING FOR ELECTRICVEHICLE ONLY SIGNMOUNTED ON BOLLARDCD-4ED-4SEE ENLARGED EQUIPMENTLAYOUT SHEET C-41'-0"(TYP)4'-7"(TYP)7'-9"PROPOSED UTILITYMETER MOUNTEDON H-FRAMEED-3AD-5No. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032ENLARGEDEQUIPMENT LAYOUTC-412"6"01'2'3'3/4"=1'-0"ENLARGED EQUIPMENT LAYOUTINCOMING12325'-6"9"(TYP)12'-6"9"(TYP)1'-10"10"4"(TYP)1'-9"1'-6" (TYP)PROPOSED POWERUNIT (TYP OF 3)ED-2AD-1PROPOSEDEQUIPMENTENCLOSUREAD-2PROPOSEDCONCRETE PADCD-1PROPOSED SINGLEGATE (TYP OF 2)DD-3PROPOSEDSWITCHBOARDASSEMBLYFD-2AD-1PROPOSED FENCEPOST (TYP)No. PE11400490STATE OF09/16/2022 ELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYELECTRICVEHICLECHARGINGONLYRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYPROPOSEDCONCRETE PADPROPOSED UTILITYTRANSFORMERPROPOSEDDISPENSERPROPOSED RESERVEDPARKING FOR ELECTRICVEHICLE ONLY SIGN (TYP)PROPOSED RESERVED PARKINGFOR ELECTRIC VEHICLE ONLYSIGN, MOUNTED ON LIGHT POLEPROPOSED LIGHT POLEPROPOSED ENCLOSUREPROTECTION BOLLARD (TYP)PROPOSEDEQUIPMENTENCLOSUREPROPOSED CONCRETECURB WITH GUTTERREVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032SITE ELEVATIONC-512"6"01'2'3'4'5'6'7'3/8"=1'-0"SITE ELEVATIONA1A1B2A2B3A3BEXISTINGCONCRETE CURBEXISTINGASPHALTEXISTINGTREEEXISTINGLIGHT POLEAD-2BD-4AD-4CD-3AD-1DD-4ED-4ED-4DD-2CD-2ED-3PROPOSED RESERVEDPARKING FOR ELECTRICVEHICLE ONLY SIGNMOUNTED ON BOLLARDCD-4ED-4PROPOSEDDISPENSER (TYP)CD-2BD-2No. PE11400490STATE OF09/16/2022 FRONTFRONTFRONTNOTES(SEE SHEET E-3 FOR WIRE CONFIGURATION)*TOTAL LENGTH OF WIRE = 4 WIRES PER CONDUITx ESTIMATED LENGTHx NUMBER OF FILLED CONDUITSUTILITY SERVICE LATERAL LENGTHSUTILITYTRANSFORMERTO SERVICEEQUIPMENTLINEARLENGTH (FT)*ESTIMATEDLENGTH (FT)*628TOTAL LENGTH OFWIRE PER CONDUIT =112NUMBER OF WIRE FILLED CONDUITS6TOTAL LENGTH OF WIRE =672REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032UTILITY PLANE-11.THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNERREVIEW. THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGN PACKAGE (UDP),PROVIDED WITH THE “ISSUED FOR CONSTRUCTION” DRAWINGS FOR BIDDING. THECONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITYCONSTRUCTION SPECIFICATION REQUIREMENTS. THE ELECTRIC UTILITY DESIGN WITHINTHE UDP SHALL SUPERSEDE ALL OTHER INFORMATION.2.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICECONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER ATTIME OF PRE-CONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATIONS.3.TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITYSPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THEDISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL.4.CONTRACTOR TO CONFIRM ALL CLEARANCES MEET UTILITY REQUIREMENTS.5.PLEASE REFER TO UTILITY DESIGN REFERENCE #45313747 FOR MORE DETAILS.PLAN A-ASCALE: NO SCALEPROPOSED UNDERGROUNDSERVICE LATERAL CONDUITSFROM TRANSFORMER TOSERVICE EQUIPMENTSWITCHBOARD (SEE NOTE 5)PROPOSEDSWITCHBOARDASSEMBLYPROPOSEDTRANSFORMERCLEARANCEPROPOSED UTILITYTRANSFORMER277/480V, 3Ø, 4W ONCONCRETE PAD(SEE NOTE 5)A-A-PROPOSED PRIMARYCONDUIT FROM EXISTINGTRANSFORMER TOPROPOSED UTILITYTRANSFORMER(SEE NOTE 5)UTILITY PLAN20'10'020'40'1"=20'EXISTINGLIGHT POLE (TYP)EXISTINGBUSH (TYP)EXISTINGTREE (TYP)EXISTINGBUILDING (TYP)EXISTINGUNDERGROUNDELECTRIC LINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGPROPERTY LINE (TYP)EXISTINGCURB WITHGUTTER (TYP)EXISTINGTRANSFORMEREXISTING TESLAEQUIPMENT (TYP)EXISTINGBRICK WALLEXISTINGELECTRICTRANSFORMER (TYP)EXISTINGGAS METEREXISTINGBOLLARD (TYP)MEIJERGASSTATIONEXISTING STORMINLET (TYP)EXISTING ASPHALTPARKING LOT (TYP)PROPOSED PRIMARY CONDUIT FROMEXISTING TRANSFORMER TO PROPOSEDUTILITY TRANSFORMER (SEE NOTE 5)3'-0"10'-0"3'-0"3'-0"PROPOSEDUTILITY METERMOUNTED ON H-FRAMEPROPOSED 1 1/2" RGSCONDUIT FOR METER53' - 4 " ± (T O B E B O R E D )69'-10"±(TO BE BORED)44'-3"±(TO BE BORED)20' -4"± (TO BE BORED ) 14'-9"± (TO BE BOR E D )No. PE11400490STATE OF09/16/2022 FRONT REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032ELECTRICAL PLANE-2NOTES1.CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS. THEEXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER JURISDICTIONALREQUIREMENTS.2.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN ACCORDANCEWITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLEJURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION.3.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATEUTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS.4.REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIRE REQUIREMENTS.5.SEE FINAL UTILITY DESIGN PACKAGE (UDP) FOR SWITCHBOARD CONDUIT LAYOUT.* AC CONDUCTOR: 16 FEET IS ADDED TO HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH*** DC CONDUCTORS: 22 FEET IS ADDED TO HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH-= SEE NOTE 4 FOR REFERENCE2QTY 34536'4'2'05'10'3/16"=1'-0"ELECTRICAL PLAN3B3A2B2A1B1A123PROPOSEDDISPENSER (TYP)PROPOSED RESERVED PARKING FORELECTRIC VEHICLE ONLY SIGN (TYP)EXISTINGPARKING LINE (TYP)EXISTINGLIGHT POLE (TYP)EXISTINGTREE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)PROPOSED UTILITYTRANSFORMERPROPOSED UTILITYBOLLARD (TYP)PROPOSEDCONCRETE CURBWITH GUTTERPROPOSED ENCLOSUREPROTECTION BOLLARD (TYP)EXISTINGUNDERGROUNDELECTRICAL LINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTING CURBWITH GUTTER (TYP)PROPOSEDLIGHT POLEPROPOSED RESERVED PARKINGFOR ELECTRIC VEHICLE ONLYSIGN, MOUNTED ON LIGHT POLERELOCATED EXISTINGUNDERGROUND ELECTRIC LINE(SEE SHEET E-3 FOR WIRE CONFIGURATION) POWER UNIT LENGTHSPOWER UNITLINEAR LENGTHSWITCHBOARD TOPOWER UNIT*ESTIMATEDLENGTH3197231127123DC CHARGING POST LENGTHSPOWER UNITDISPENSERLINEARLENGTH(FT)***ESTIMATEDLENGTH (FT)3961295116386281638234511A1B22A2B33A3B(SEE SHEET E-3 FOR WIRE CONFIGURATION)4534534534534536EXISTING ASPHALTPARKING LOTNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032SINGLE LINE DIAGRAME-3#4 AWG BARE CUGROUNDINGELECTRODECONDUCTOR PERNEC 250.66(B)CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3)(1) OR (2)#6 SOLID AWG CUGROUNDINGELECTRODECONDUCTOR PERNEC 250.66 (A)GROUNDINGELECTRODE 5/8"X8'-0"COPPER CLAD GROUNDROD INSTALLATION PERNEC 250.52(A)(5), 250.53(A) AND 250.68PROPOSEDUTILITYGROUND(PERUTILITY)M 277/480V DISTRIBUTION SECTION2000AF2000AT3PW/RELTLSIG12000A GE SWITCHBOARD, 277/480V, 3ɸ, 4W 65KAIC WITH GROUND FAULT PROTECTION, NEMA 3RUTILITY TRANSFORMER,480/277V, 3ɸ, 4W500KVAGRNDNEUTMANUFACTURERPROVIDED MAINBONDING JUMPERPER NEC 250.24(A)(4),250.28(C),250.8(A)(7)LOAD SUMMARYFLAQTYTOTAL FLA360KW POWER UNIT45331359INCOMING/ MAINBREAKER SECTIONNOTES1.PROPOSED UTILITY CTS/PTS SHALL BE LOCATED WITHINCOMPARTMENTS APPROVED BY THE UTILITY AS SHOWN INTHIS DRAWING PACKAGE.2.CONTRACTOR TO HAVE PERFORMANCE TESTING OF THEGROUND FAULT PROTECTION SYSTEM COMPLETED BYQUALIFIED PERSONNEL TO MEET THE REQUIREMENTS OFNEC 230.95(C).3.ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.4.120V GFCI RECEPTACLE INCLUDED INSIDE U.L. LISTEDSWITCHBOARD ASSEMBLY.SEENOTE 1BE-5SIGNET CONDUIT AND WIRING SCHEDULEFROMTOCONFIGURATIONUTILITY TRANSFORMERPROPOSEDSWITCHBOARD(3) 500 MCM AL (THWN-2) +(1) 500 MCM AL (THWN-2) NEUTIN EACH OF (7) 4" CONDUITS +(1) SPARE 4" CONDUITPROPOSEDSWITCHBOARDPROPOSED POWERUNIT (EV CHARGER)(3) 500 MCM AL (THWN-2) +(1) 500 MCM AL (THWN-2) NEUT +(1) 1/0 CU (THWN-2) EGCIN EACH OF (2) 4" CONDUITSPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)DC POWER(2) 350 MCM AL (XHHW-2) 1KV+(1) 1/0 CU (THWN-2) EGCIN EACH OF (2) 2 1/2" CONDUITSPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)COMMUNICATION(1) 6 STRAND, 62.5UM BUFFERED I/OMM FIBER (ST/ST CONN) +(1) 2 CONDUCTOR #16 AWG (TW/SH PAIR) +(1) CAT 6 CABLEIN (1) 1 1/2" CONDUITPROPOSED POWER UNIT(EV CHARGER)PROPOSED DCDISPENSER (POST)DC POWER(1) #10 AWG CU (THWN-2) +(1) #10 AWG CU (THWN-2) NEUT +(1) #10 AWG CU (THWN-2) EGCIN (1) 3/4" CONDUITPROPOSEDSWITCHBOARDPROPOSEDLIGHT POLE(1) #12 AWG CU (THWN-2) +(1) #12 AWG CU (THWN-2) NEUT +(1) #12 AWG CU (THWN-2) EGCIN (1) 1 1/4" CONDUIT123456SIGNET POWER UNITS RATED 65KAICAVAILABLE FAULTCURRENT BY LOCATIONAVAILABLE FAULTCURRENT PROVIDED BYUTILITYAFC @ TRANSFORMER(TBD)AFC @ SWITCHBOARDNAAVAILABLE FAULT CURRENT (AFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY COMPANY600AF600AT3P2DISPENSER1A360 KWPOWERUNIT#13*2000A BUS*DISPENSER1B45600AF 600AT 3PDISPENSER2A360 KWPOWERUNIT#23DISPENSER2B45DISPENSER3A360 KWPOWERUNIT#33DISPENSER3B45600AF 600AT 3P TOTAL LOAD = 1359A6PROPOSEDLIGHT POLE15A 1PAE-5No. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032ELECTRICAL DETAILSE-4ANO SCALECAR CHARGER CONDUIT ELEVATIONBCDNO SCALENO SCALEDETAIL NOT USEDNOTES1.CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITHLOCAL AND NATIONAL CODE REQUIREMENTS.2.REFER TO CONDUIT AND WIRE SCHEDULE ON E-3 FOR CONDUIT AND WIREREQUIREMENTS.3.INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LHD1) (TYP FOR ALLCONDUITS FOR CHARGER CABINETS AND DISPENSERS).277/480VDISTRIBUTIONSECTIONINCOMING /MAINBREAKERSECTION51432-= SEE NOTE 2 FOR REFERENCEASPHALT BASE1.ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC.FOR HMA SURFACE COURSE.2.ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCHPLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.3.TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PERLOCAL JURISDICTION REQUIREMENTS.4.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.5.EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACTCONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR INTHE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONALREQUIREMENTS.NOTESEXISTINGPAVEMENTEXISTINGPAVEMENTVARIES(SEE NOTE 3)6"6"FLOWABLEFILLUNDISTURBEDSOIL (TYP)1" MIN OF FLOWABLE FILLVERTICALLY AND HORIZONTALLYBETWEEN CONDUITSTYPICAL NON-UTILITY CONDUITUNDER ASPHALT TRENCH DETAILSAW CUTEXISTINGPAVEMENTNATIVE SOD6"NATIVEBACKFILL18"NO SCALEVARIES(SEE NOTE 3)6"6"CLEANGRANULARBACKFILL, 6"LIFT MAXIMUM,PLATE TAMP(1/2"), 95%COMPACTIONMIN.UNDISTURBEDSOIL (TYP)HAND TAMPED 1/2"GRANULARBACKFILL1" MIN OF GRANULAR BACKFILLVERTICALLY AND HORIZONTALLYBETWEEN CONDUITS1.ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCHPLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC.2.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER.3.TRENCH DEPTHS ARE REQUIRED TO BE 2'-0" MIN. OR 6" BELOW FROST LINE PERLOCAL JURISDICTION REQUIREMENTS.4.EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 & E-2, EXACTCONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR INTHE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONALREQUIREMENTS.NOTESEXISTINGGRADETYPICAL NON-UTILITY CONDUIT UNDER SOIL TRENCH DETAILPROPOSED 360KWPOWER UNIT (TYP)PROPOSEDDISPENSER (TYP)PROPOSED POWERDISTRIBUTION CENTERWITHIN SERVICE GEARPROPOSED UTILITYTRANSFORMERASPHALT SURFACEPROPOSED LIGHT POLE6PROPOSED UTILITY METER(BY UTILITY) (SEE SHEETE-1 FOR METER LOCATION)PROPOSED 1 1/2" RGSCONDUIT FOR METERNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032ELECTRICAL DETAILSE-5BNO SCALEEMAX-2 E1.2(2000A) EKIP HI-TOUCH ELECTRONIC TRIP UNIT(ETU) BREAKER SETTINGSACDNO SCALENO SCALENO SCALELONGTIMEPICKUP (I1):1.00xlnDELAY (t1):6DELAY BAND(t):K/I^22000ASHORTTIMEPICKUP (I2):3.5INSTANTANEOUSPICKUP (I3):15RELTINSTANTANEOUSPICKUP:1.5xlnGROUNDPICKUP (I4):0.4xln1.FOR SET UP ASSISTANCE SEE ABB DOCUMENT 1SDH001330R1002.2.RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. MEETING THEREQUIREMENTS OF NEC 240.87.3.MAIN BREAKER IS 100% RATED.4.SWITCHBOARD MUST HAVE POWER TO PROGRAM BREAKER SETTINGS.5.ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.NOTESLONG TIME:PICKUP (I1):1.00 X In (2000A)DELAY (t1):6DELAY BAND (t):K/I^2SHORT TIME:PICKUP (I2):3.5 x In (7000A)DELAY (t2):0.05DELAY BAND (t2):I^2T OUTINSTANTANEOUS:PICKUP (I3):15 x In (30000A)RELT INSTANTANEOUS:PICKUP (I3):1.5 x In (3000A)GROUND:PICKUP (I4):0.4 x In (800A)DELAY (t4):0.1DELAY BAND (t):I^2T INEkip Hi-Touch LSIGABBTMAX XT BRANCH BREAKER SETTINGS1.FOR SETUP ASSISTANCE SEE ABB DOCUMENT 1SDH002039A1002.2.ALL BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS.3.REFER TO SWITCHBOARD FOR TRIP UNIT TYPE.NOTESTHERMAL TRIP (I1) = MAX 600AMAGNETIC TRIP (I3) = MIN 3000AMAXMINMIDMAXMINMIDI3MAXMEDMINMAXMEDMINTMAI1 (40°C)3000A600AIN = 600AEkip Hi-Touch LSIGABBIn = 600ADETAIL NOT USEDDETAIL NOT USEDxlnDELAY (t2):0.05DELAY BAND(t):I^2T OUTxlnDELAY (t4):0.1DELAY BAND(t):I^2T INLONG TIME:PICKUP (I1):1.00 X In (600A)DELAY (t1):6DELAY BAND (t):K/I^2SHORT TIME:PICKUP (t):3 x In (1800A)DELAY (I2):0.05DELAY BAND (t2):I^2T OUTINSTANTANEOUS:PICKUP (I3):1.6 x In (960A)No. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032GROUNDING DETAILSG-1DNO SCALEANO SCALECNO SCALENO SCALEGROUNDING SCHEMATICPARALLEL THROUGH CONNECTION OFHORIZONTAL CABLESPARALLEL HORIZONTALCONDUCTORSCADWELD CONNECTIONSOR ENGINEER APPROVED EQUALBURNDY CONNECTIONSOR ENGINEER APPROVEDEQUALTYPE PTTO FLAT STEEL SURFACE ORHORIZONTAL PIPEHORIZONTAL STEELSURFACETYPE HSCABLE DOWN AT 45° TO VERTICALSTEEL SURFACE INCLUDING PIPEVERTICAL STEEL SURFACETYPE VSFIELD FABRICATED GREEN STRANDEDINSULATEDBOND JUMPERTYPE 2-YA-2TWO HOLE - LONG BARREL LENGTHCOPPER LUGSTYPE YA-2SPLICE OF HORIZONTALCABLESHORIZONTAL SPLICETYPE SSCABLE DOWN AT 45° TO RANGE OFVERTICAL PIPESVERTICAL PIPETYPE VSPARALLEL DEAD END TAP ORHORIZONTAL THRU CONDUCTORTYPE PCPARALLEL HORIZONTALCONDUCTORSTEE OF HORIZONTAL RUN ANDTAP CABLESHORIZONTAL TEETYPE TATHROUGH CABLE TO TOP OF GROUNDRODTHROUGH CABLE TOGROUND RODTYPE GTTEE CONNECTION HORIZONTALCABLE TAP TO VERTICAL REBARCABLE TO REBARTYPE RJCADWELD CONNECTION DETAILBNO SCALENO SCALESEE PLANPROPOSEDCONCRETEPROPOSED COMPACTEDCLEAN GRAVELCONCRETE ENCASED ELECTRODE DETAILGRADENOTE1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OREXOTHERMIC WELDINGPROPOSED CONCRETEPAD IN DIRECT CONTACTWITH EARTHLISTEDCONNECTIONNON-METALLICPROTECTIVESLEEVE#4 AWG BARE CuGROUNDING ELECTRODECONDUCTORSEE NOTE 1NOTES1.ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANTCOMPOUND BEFORE MATING.2.FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG ANDSTEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.3.PER NEC 250.121 EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLEDIN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THEEQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR INPARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENTGROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR.GROUNDING NOTESGRNDNEUT GRNDGRNDGRND277/408VDISTRIBUTIONSECTIONINCOMING/MAINBREAKERSECTIONGRNDPROPOSED 2 1/2"UNDERGROUND CONDUIT (TYP)PROPOSED 3/4"UNDERGROUNDCONDUIT1/0 AWG COPPEREQUIPMENTGROUNDINGCONDUCTOR (TYP)PROPOSED 4"UNDERGROUND ACPOWER CONDUIT1/0 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR#10 AWG COPPEREQUIPMENTGROUNDINGCONDUCTOR#6 SOLID AWG CuGROUNDING ELECTRODECONDUCTOR PER NEC250.66 (A)MANUFACTURER-PROVIDEDMAIN BONDING JUMPER PER NEC250.24(A)(4),250.28(C),250.8(A)(7)#4 AWG BARE CU GROUNDINGELECTRODE CONDUCTOR PERNEC 250.66(B)CONCRETE ENCASEDELECTRODE PER NEC250.52(A)(3)(1) OR (2)GROUNDING ELECTRODE 5/8"X8'-0" W/12" MINDEPTH, COPPER CLAD GROUND ROD INSTALLATIONPER NEC 250.52(A)(5),250.53(A),250.68PROPOSEDDISPENSER (TYP)PROPOSED 360KWPOWER UNITNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032FENCE DETAILSD-1NO SCALENO SCALENO SCALECNO SCALEBENO SCALEDA11TYPICAL TREX FENCE ELEVATION8'-0"2'-0" DIAMETERCONCRETEFOOTING (TYP)GRADE6" MIN(TYP)2'-0"(TYP)8'-0"MAX6"TREX FENCE ELEVATIONSECTION 1-1(6) #6 REBAREQUALLY SPACED3" COVER#3 REBARHOOPS(3) #3 REBARHOOPS @2" SPACING#3 REBAR HOOPS @12" MAX. SPACINGTREX SECLUSION 50%SEMI-PRIVACY COMPOSITE FENCE(SUPPLIED BY CONTRACTOR)LOCKEY STYLE 285P MEDDUTY LEVER WITHPASSAGE FOR PANICEXITSOUTSIDE COMPOUNDSINGLE GATE LOCK DETAIL W/ KEYPADPANIC BAR(INSIDE)INSIDE COMPOUNDPANIC BARLOCKEY COMPATIBLEPANIC SHIELD ATTACHEDTO TREX FENCE POSTTREX FENCEPOST (TYP)NOTE1. CONTRACTOR SHALL UTILIZE LOCKEY STYLE 285P MED DUTY LEVER WITH PASSAGE FOR PANIC EXITS OR APPROVED EQUAL WITH COLOR TO MATCH. PURCHASE ACCESSORIES AS NECESSARY.41" ABOVE FINISH GRADE TREX GATE (TYP)TREX FENCE POST (TYP)TREX GATE(TYP)DETAIL NOT USEDNOTES1.COLOR:2.PROPOSED TREX SECLUSION COMPOSITE FENCE SHALL MEET THEFOLLOWING REQUIREMENTS. WIND SPEED =SINGLE GATE DETAILDETAIL NOT USEDTREX SECLUSION 50%SEMI-PRIVACY COMPOSITE FENCE(SUPPLIED BY CONTRACTOR)TYPICAL TREX FENCE DETAILTREX FENCEPOST (TYP)(BYOTHERS)2'-0" Ø CONCRETEFOOTINGMAX GUARDPANIC BARMAX GUARDPANIC BAR46.25"IDEALA-3"AD-2TREX FENCEPOST (TYP)(BY OTHERS)4'-0"D-115 MPH, SEISMIC: SDS = 1.50G.WOODLAND BROWNNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032EQUIPMENT DETAILSD-2DNO SCALEENO SCALEFNO SCALEBCNO SCALEANO SCALEPOWER UNIT DETAILSEE PLAN#5 BARS @ 12"O.C. EACH WAY8"PROPOSEDCONCRETEPROPOSED COMPACTEDGRANULAR BACKFILLUNDISTURBED SOILCONCRETE PAD DETAILGRADE4" MINPROPOSED 4" TYPE IVEXTRUDED POLYSTYRENEINSULATION (TYP)6"NO SCALEFRONTFRONTPLANSIDEDISPENSER ANCHORAGE DETAILPOWER UNIT ANCHORAGE AND CONDUIT ENTRY DETAIL1.MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 6".2.MINIMUM CLEAR SPACING BETWEEN ANCHOR AND CONDUIT SHALL BE 3 INCHES.NOTES5/8" DIA. HILTI KWIK BOLT TZ2 - SS 304/316MECHANICAL ANCHOR WITH MINIMUMEFFECTIVE EMBEDMENT OF 4" OR ENGINEERAPPROVED EQUAL (ESR-4266)(TYP OF 4)FRONT SIDE34.7"20.9"24.8"9.8"2"7.5"27.3"39.6"27.3"88.2" 90.6"1.OPERABLE PARTS OF DISPENSER TOFRONT OF CURB SHALL BE 10" MAX.2.OPERABLE PARTS OF DISPENSERSHALL NOT EXCEED 54" ABOVEPARKING SURFACE WHENDISPENSER IS ON A CURB.3.BOLLARDS ARE FOR WARNINGPURPOSE ONLY.NOTESDISPENSER FOOTING DETAIL2'-8"5'-0"DISPENSER C.L.1'-7" 6"(TYP)6"(TYP)PLANFRONTSIDEPROPOSED 6"COMPACTEDGRANULARBACKFILL#5 @ 8" O.C.EACH WAY, TOPAND BOTTOMCAR SIDEBOLLARD (TYP)BOLLARD (TYP)FD-3EXISTINGASPHALTGRADEGRADE3'-3"ASPHALTASPHALT98.24"48" MAX 10"MAXCAR SIDETOP OF CURB1.OPERABLE PARTS OF DISPENSER TOFRONT OF CURB SHALL BE 10" MAX.2.OPERABLE PARTS OF DISPENSERSHALL NOT EXCEED 54" ABOVEPARKING SURFACE WHENDISPENSER IS ON A CURB.3.BOLLARDS ARE FOR WARNINGPURPOSE ONLY.NOTESDISPENSER FOOTING DETAIL2'-8"5'-0"DISPENSER C.L.1'-7"6"(TYP)6"(TYP)PLANFRONTSIDEPROPOSED 6"COMPACTEDGRANULARBACKFILL#5 @ 8" O.C.EACH WAY, TOPAND BOTTOMCAR SIDEBOLLARD (TYP)BOLLARD (TYP)FD-3EXISTINGASPHALTGRADEGRADE3'-3"ASPHALTASPHALT98.24"48" MAX 10"MAXCAR SIDETOP OF CURB1/2" DIA. HILTI KWIK BOLT TZ2-SS 304/316MECHANICAL ANCHOR WITH MINIMUMEFFECTIVE EMBEDMENT OF 3 1/4" ORENGINEER APPROVEDEQUAL.(ESR-4266)(TYP OF 6)CONDUITAREA1'-6 3/4"2 1/2"7 3/4"5"7 3/4" 10 3/4" 6" 6 1/2"2"1 1/2"9 1/2"1 1/2" 2 1/4"Ø0.63"1.MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BE 6".2.MINIMUM CLEAR SPACING BETWEEN ANCHOR AND CONDUIT SHALL BE 3 INCHES.3.CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURE'S INSTALLATION MENU.NOTESNo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032EQUIPMENT DETAILSD-3ENO SCALEFNO SCALEBNO SCALECNO SCALEANO SCALEDWARNING BOLLARD DETAIL2'-10"3'-0"3"1'-9"3"1.BOLLARD IS FOR WARNING PURPOSES ONLY.2.BOLLARD DETAIL FOR BOLLARDS AROUNDELECTRIFY AMERICA EQUIPMENT.3.CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICKFOAM STRIPS CROSSED OVER TOP OF STEEL PIPETO STABILIZE SLIP COVER.NOTESSTAINLESS STEEL SLIPCOVER. PART #CSS4000(PROVIDED BY OTHERS)3" SCHEDULE 80 STEEL PIPEFILLED WITH CONCRETEEXISTING GRADE(3) #3 @ 2"#3 @ 12" TIE BAR(5) #4 VERTICALREBARCONCRETE1.5"M0.39" x 0.59" SCREW(TYP OF 3)NO SCALEHEAVY DUTY NUTPROPOSED CONCRETE SLAB1/2" DIA HILTI KWIK BOLT TZ2SS 304/316 MECHANICALANCHOR WITH MINIMUMEFFECTIVE EMBEDMENT OF 31/4", OR ENGINEER APPROVEDEQUAL (ESR-4266)(TYP OF 8)PROPOSED SWITCHBOARDASSEMBLY CABINET SWITCHBOARD ANCHORAGE DETAILBOTTOM VIEWSECTION 1SEE NOTE 1 SEE NOTE 1NOTES1.SEE FLOOR PLAN INREFERENCED SWITCHBOARDASSEMBLY DRAWINGS FORMOUNTING HOLE LOCATION ANDSWITCHBOARD BAYDIMENSIONS.2.SEE ELEVATION IN REFERENCEDSWITCHBOARD ASSEMBLYDRAWINGS FOR BASE CHANNELDIMENSION.3.MINIMUM 9" CONCRETE EDGE DISTANCE REQUIRED FOR PROPOSED ANCHORAGE.TYPICAL BOTTOM VIEW LAYOUTOF (1) SWITCHBOARD BAY.SEE NOTE 11-BELLEVILLE WASHER5/8" DIA. MOUNTING HOLESOFFSET 3" FROM SIDES (TYP)2.94"SEE NOTE 2 BASE CHANNELFRONT OF SWITCHBOARD BAY3 1/4" MINAD-2 EMERGENCY DISCONNECT SIGN DETAIL3"5"MAIN BREAKERFUNCTION ASEMERGENCYDISCONNECT FORPOWER TOCHARGING STATIONSWHITE LETTERINGON RED SIGN1.TO BE PLACED BY THE MAIN BREAKER INSIDESWITCHBOARD.NOTE EMERGENCY DISCONNECT SIGN DETAIL8"10"EMERGENCYDISCONNECT/MAIN BREAKERLOCATED INSIDEWHITE LETTERINGON RED SIGN1.TO BE PLACED ON OUTSIDE OF SWITCHBOARDSECTION HOUSING THE MAIN BREAKER.NOTEDISPENSER WARNING BOLLARD DETAIL2'-10"3'-0"3"1.BOLLARD IS FOR WARNING PURPOSES ONLY.2.BOLLARD DETAIL FOR BOLLARDS AROUNDELECTRIFY AMERICA EQUIPMENT.3.CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICKFOAM STRIPS CROSSED OVER TOP OF STEEL PIPETO STABILIZE SLIP COVER.NOTES3" SCHEDULE 80 STEEL PIPEFILLED WITH CONCRETE1.5"M0.39" x 0.59" SCREW(TYP OF 3)STAINLESS STEEL SLIPCOVER. PART #CSS4000(PROVIDED BY OTHERS)DISPENSERFOUNDATIONCONCRETE CURB DETAIL1.1/2" PRE MOLDED EXPANSION JOINTS SHALL BE PLACED AT POINTS OFCURVATURE, CURB RETURNS, CURB INLETS, AND AT 250' CENTERS.CONTRACTION JOINTS SHALL BE 2" DEEP, 3/16" WIDE, AND PLACED AT 15'INTERVALS EQUALLY SPACED BETWEEN EXPANSION JOINTS.2'-0"4"8"2"8" 4 1/2"2"6"7"1'-0" 6"8"4"MATCH PAVEMENTELEVATIONR=1/4"FINISHEDGRADESLOPE 1/2" PER FTPIVOT @ LIPOF CURBMATCH PAVEMENTELEVATIONSEE TYPE BFOR REINF3-#4 BARSFINISHEDGRADER=1/4"R=2"TYPE BTYPE B-1NOTENo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032EQUIPMENT DETAILSD-4BNO SCALECNO SCALEANO SCALEDNO SCALEENO SCALELIGHT FIXTURE DETAIL25"7 3/4" 13 1/4"LITHONIA LIGHTING/ KAX LED SIZE 1 LED AREA LUMINAIRELITHONIA KAX1 LED P1 50K R3 MVOLT RPA PIR DWHXDPHOTOCELL: DLL127F 1.5 JUELECTRICAL LOAD: 49W @277VACLITHONIA LIGHTING ANCHOR BASE POLERSS 15 4-5B DM19AS DBL FDL11-6B DWHXD3000 PSI MINIMUMCONCRETERUBBED FINISHABOVE GRADEGALVANIZED STEELANCHOR BOLTS(SUPPLIED BY POLEMANUFACTURER)1" CHAMFER3"SECTIONLIGHT POLE BASE DETAILBOLT PROJECTION PERMFG REQUIREMENTS 3"#3 REBAR TIES@2" O.C., TOP(TYP OF 3)3/4" SCHEDULE 40 PVC IN &OUT OF BASES (SEE NOTE 2)#4 BARE COPPER GROUND WIRESTUBBED UP THROUGH BASE 18"BOND #4 COPPERGROUND WIRE TOREBAR#3 HOOPS @ 6" O.C.3'-0"3"MIN GRADE2'-0"6 #6VERTICALBARS5'-0"NOTES1.LIGHT POLE AND ANCHORAGEDESIGNED AND PROVIDED BYOTHERS.2.CONDUIT OUT OF LIGHT POLEBASE ONLY REQUIRED IF MORETHAN ONE LIGHT POLE IS BEINGINSTALLED.STUB UP PVC1/2" INTO HOLEBOND TO POLE2'-0"DRILLED PIERB-BEHIND CURB3"8"2"4'-0"CONCRETEFOOTINGNOTES1.CONTRACTOR TO SELECT CONCRETE FOOTING OR BOLT DOWN BASED ON EXISTING CONDITIONS.2.SEE SHEET C-3 FOR PLACEMENT.3.BOTTOM OF LOWEST SIGN TO BE INSTALLED 54" ABOVE GRADE.4.ADDITIONAL PARKING SIGNS TO BE INSTALLED 2" ABOVE TOP OF PREVIOUS SIGN.5.SIGN, SIGN POST, POST CAP, AND SIGN FASTENERS TO BE PROVIDED BY CONTRACTOR.CONTRACTOR TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND PAINTED TO MATCH.6.IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED.7.CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTSARE NECESSARY FOR ANY SIGN POST INSTALLATION, I.E. POST MATERIAL, PAINT COLORS,HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR ENSURING CITY APPROVES ALL MATERIALSPRIOR TO INSTALLATION.SIGN POST INSTALLATION DETAIL3'-6"4"(TYP)1 1/2"(TYP)4"9/16" HOLE(4 PLACES)2"x2"x1/8" GALVANIZEDSTEEL POST WITHGALVANIZED STEELCAP7"7"1 1/2"(TYP)(4) 1/2" DIA. HILTIKWIK BOLT TZSTAINLESS STEELEXPANSION ANCHORWITH 3" MINIMUMEMBEDMENT3/162"(TYP)2"(TYP)7"X7"X1/4" STEELBASE PLATEBASE PLATE DETAIL -DETAIL 11.CONTRACTOR TO PROVIDE AND INSTALL SIGN POST, BASE PLATE ASSEMBLY, EXPANSIONANCHORS, AND 1/2" DIA A307 BOLT.2.BASE PLATE ASSEMBLY TO BE HOT DIPPED GALVANIZED. PAINT TO MATCH SIGN POST.3.PROVIDE 1/4" DIA. DRAIN HOLE TO PREVENT WATER FROM COLLECTING IN HSS.BOLT DOWN BASE PLATE NOTESCAR SIDEHSS 2 1/2x1/2x1/8x4"LONG1/2" DIA A307 BOLT,GALVANIZED (BOLTHOLE TO BE 2" FROMBASE PLATE)NEW OR EXISTING SIDEWALK1-3"CONCRETE4" MIN ELECTRICVEHICLECHARGINGONLYNON-ILLUMINATED PARKING SIGNAGE12"(TYP)18" (TYP)6"(TYP)SIGN PROCUREMENTRESERVEDPARKING VEHICLES NOT CHARGINGWILL BE TOWED AWAYFASTSIGNS OF BLUE VALLEY16012 METCALF AVE, STE 100OVERLAND PARK, KS 66085-8960CONTACT: STEVE MCKINZIE & TERESA MCKINZIEPHONE NUMBER: (913) 912-5536EMAILS: STEVE.MCKINZIE@FASTSIGNS.COM & TERESA.MCKINZIE@FASTSIGNS.COMREFERENCE NO: EA-NP-0001 (14 DAY LEAD TIME)WARNING BOLLARD DETAIL3'-0"3'-0"3"1'-9"3"1.BOLLARD IS FOR WARNING PURPOSES ONLY.2.CONTRACTOR TO CUT HOLE IN TOP OF PROVIDED BOLLARDCOVER AND SMOOTH EDGES TO PREVENT CUT HAZARD.3.CONTRACTOR TO PROVIDE (2) 6' LONG, 1/2" THICK FOAM STRIPSCROSSED OVER TOP OF STEEL PIPE TO STABILIZE SLIP COVER.NOTESSTAINLESS STEEL SLIPCOVER. PART #CSS4000(PROVIDED BY OTHERS)3" SCHEDULE 80 STEEL PIPEFILLED WITH CONCRETEEXISTING GRADE(3) #3 @ 12"#3 @ 12" TIE BAR(5) #4 VERTICALREBARCONCRETE1.5"M0.39" x 0.59" SCREW(TYP OF 3)1'-0"1/2"TOPE-2"2'-0" MIN SIGN POST SETIN CONCRETENo. PE11400490STATE OF09/16/2022 REVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032EQUIPMENT DETAILSD-5BNO SCALECNO SCALEANO SCALEENO SCALEFNO SCALEDETAIL NOT USEDSTANDALONE METER CAN UNISTRUT SUPPORTSTANDALONE CUSTOMER PROVIDED TUV INSTRUMENT RATED METER CAN ON UNISTRUT SUPPORT3'-0"METER CAN BASED ONUTILITY SPECIFICATIONS1'-0"SPACED PERMETERANCHORAGE6'-0"MAX2'-0" DIAMETER3" (TYP)UNISTRUT MUST BEABLE TO ADJUST UPAND DOWN (TYP)SEE CAR CHARGERCONDUIT ELEVATIONDETAIL FOR CONDUITSIZE AND COUNTPVC CONDUIT FOR METER CANGROUND WIRE ATTACHED TODRIVEN GROUND RODCONCRETEFOOTING (TYP)3"(TYP)GRADEP1000T UNISTRUT WITH 2 1/2"STD PIPE U-BOLT (TYP)2 1/2" STD PIPE2.88" O.D.(3) #3 REBAR @ 2" O.C.1.GENERIC LOADING: (2) 1-1/4" CONDUIT, METER MAX WIND AREA = 540 SQ IN.NOTE(8) #5 REBAREVENLYSPACED AROUNDDIAMETER#3 REBAR AT12" SPACINGDETAIL NOT USEDDETAIL NOT USEDDNO SCALEDETAIL NOT USEDDETAIL NOT USEDNo. PE11400490STATE OF09/16/2022 W CARMEL DRIVEM E R I D I A N S T R E E TPLPLPLPLP L P L NORTH ARROW / SCALE0'15'30'45'60'SCALE: 1" = 30'GRID NORTH SURVEY DRAWINGCDSDUE DILIGENCE SERVICESCOMMERCIALofSheet23©Copyright Commercial Due Diligence Services. This format and style is protected byCopyright, all rights are reserved. Any use of this format and style is strictly prohibited withoutprior written permission from Commercial Due Diligence Services.Approved CDS Surveyor616.224.1500 phonehttp://williams-works.com549 Ottawa Ave NWGrand Rapids, MI 49503LEGENDPROPERTY LINEEASEMENT LINESQUARE CATCH BASINR=RECORD MEASUREMENTM=MEASURED BEARING AND DISTANCEL.LIBERP.PAGED.B.DEED BOOKCONCRETE PAVEMENTSTORM MANHOLEROUND CATCH BASINSIGNELECTRIC TRANS BOXPLSTORM LINEVICINITY MAPSITE212195.414S.A.M.11/11/211" = 30'21-11-0015C3 - 240142 - Carmel INE.C.V.1424 W Carmel Dr. Carmel, IN----PROJECT ADDRESSDrawn By:SurveyorRef. No:Approved By:Field Date:Scale:Date:Revision:Date:Revision:Date:Revision:Date:Revision:Project Name:CDS Project Number:Client Ref. No.:Prepared For:NCS No.:Asset No:This Work Coordinated By:3550 W. Robinson Street, Third FloorMain Office Phone No.: 405-253-2444Toll Free: 888.457.7878Norman, Oklahoma 73072CDSDUE DILIGENCE SERVICESCOMMERCIAL------------Topographic Survey MEIJERSITE ID - 240142LIGHT POLEMONUMENTHANDICAP PARKINGELECTRIC LINEGAS LINEPLPOSTVENTFOR REFERENCE ONLY NORTH ARROW / SCALE0'40'80'120'160'SCALE: 1" = 80'GRID NORTH CDSDUE DILIGENCE SERVICESCOMMERCIALofSheet33©Copyright Commercial Due Diligence Services. This format and style is protected byCopyright, all rights are reserved. Any use of this format and style is strictly prohibited withoutprior written permission from Commercial Due Diligence Services.Approved CDS Surveyor616.224.1500 phonehttp://williams-works.com549 Ottawa Ave NWGrand Rapids, MI 49503LEGENDPROPERTY LINEEASEMENT LINESQUARE CATCH BASINR=RECORD MEASUREMENTM=MEASURED BEARING AND DISTANCEL.LIBERP.PAGED.B.DEED BOOKCONCRETE PAVEMENTSTORM MANHOLEROUND CATCH BASINSIGNELECTRIC TRANS BOXPLSTORM LINEVICINITY MAPSITE212195.414S.A.M.11/11/211" = 30'21-11-0015C3 - 240142 - Carmel INE.C.V.1424 W Carmel Dr. Carmel, IN----PROJECT ADDRESSDrawn By:SurveyorRef. No:Approved By:Field Date:Scale:Date:Revision:Date:Revision:Date:Revision:Date:Revision:Project Name:CDS Project Number:Client Ref. No.:Prepared For:NCS No.:Asset No:This Work Coordinated By:3550 W. Robinson Street, Third FloorMain Office Phone No.: 405-253-2444Toll Free: 888.457.7878Norman, Oklahoma 73072CDSDUE DILIGENCE SERVICESCOMMERCIAL------------Topographic Survey MEIJERSITE ID - 240142M E R I D I A N S T R E E TW CARMEL DR.LIGHT POLEMONUMENTHANDICAP PARKINGELECTRIC LINEGAS LINEPLPOSTVENTP LPL PLPLPLPLPL PL PL PL PLPLPLPLPL PL P LPLFOR REFERENCE ONLY FRONTFRONTREVDESCRIPTIONDATECHECKED BY:DRAWN BY:PROJECT NO:IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, TO ALTER THISDOCUMENT.SHEET NUMBERSHEET TITLERBLACK & VEATCH11401 LAMAR AVENUEOVERLAND PARK, KS 66211(913) 458-2000ELECTRIFY AMERICA, LLC.2003 EDMUND HALLEY DRIVESUITE 200RESTON, VIRGINIA 20191009/15/22ISSUED FOR CONSTRUCTIONNMBDLG411370IN240142 CARMELMEIJER #1301424 W CARMEL DRIVECARMEL, IN 46032STAGING PLAN-1.WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITEMEETING AND SURROUNDED BY TEMPORARY FENCE DURING CONSTRUCTION.2.POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURINGCONSTRUCTION.3.CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW.4.SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FORANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED.5.TEMPORARY FENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATEMUST BE OPEN FOR MOVING EQUIPMENT OR MATERIALS, A SPOTTER SHALL BEPROVIDED TO TO PREVENT UNAUTHORIZED ENTRY.6.NO EQUIPMENT OR MATERIALS SHALL BE STORED OUTSIDE THE TEMPORARYFENCE FOR ANY AMOUNT OF TIME.NOTESLEGENDWORK / STAGING AREADRIVE AISLE CLOSUREUTILITY LINE TO BEBOREDNO. 9 GAGE, 0.148" ± 0.00", FINISHEDSIZE GALVANIZED STEEL WIRES. 2"MESH, TOP AND BOTTOM SELVAGESTWISTED AND BARBED CONFORMINGTO ASTM A392, A491, F668, OR F573ASPHALTPAVINGPOST 1.90 IN OD,2.70 LB/FTGALVANIZEDSTEEL PIPE (TYP)ENDURO SHADE CLOTH BYHENDEE ENTERPRISES, INC.(OR EQUAL) TEL:1-800-231-7275(FASTEN TO INTERIOR SIDE OFFENCE. DO NOT FASTEN TOBOTTOM RAIL OF FENCE.)8'-0"(TYP)6'-0"TOP RAIL 1.66 INOD, 2.27 LB/FTGALVANIZEDSTEEL PIPE (TYP)TEMPORARY FENCE DETAILNO SCALEPROVIDE WEIGHTED TEMPORARYFENCE ANCHORS FROM START TRAFFIC,PRODUCT CODE 12150 OR ENGINEERAPPROVED EQUAL. TEL: (888) 607-9683FOR REFERENCE ONLYSTAGING PLAN20'10'020'40'1"=20'EXISTINGLIGHT POLE (TYP)EXISTINGBUSH (TYP)EXISTINGTREE (TYP)EXISTINGBUILDING (TYP)EXISTINGUNDERGROUNDELECTRIC LINE (TYP)EXISTINGUNDERGROUNDFIBER LINE (TYP)EXISTINGUNDERGROUNDSTORM LINE (TYP)EXISTING STORMMANHOLE (TYP)EXISTINGPROPERTY LINE (TYP)EXISTINGCURB WITHGUTTER (TYP)EXISTINGTRANSFORMEREXISTING TESLAEQUIPMENT (TYP)EXISTINGBRICK WALLEXISTINGELECTRICTRANSFORMER (TYP)EXISTINGGAS METEREXISTINGBOLLARD (TYP)MEIJERGASSTATIONEXISTING STORMINLET (TYP)EXISTING ASPHALTPARKING LOT (TYP) Electrify AmericaIN24142 CARMELMAIJER #1301424 W CARMEL DRIVECARMEL, IN 46032Designer BV NMB Date 06/07/2022 Summary REV 0 1 of 1 EVSE AREA Schedule Symbol Label QTY Manufacturer Catalog Number Description Lamp Lumens per Lamp A 1 Lithonia Lighting KAX1 LED P1 50K R3 MVOLT KAX AREA SERIES SIZE 1, PERFORMANCE PACKAGE 1, 5000 K, TYPE 3, 120-277V LED 6744 Notes: 1. Absolute 0 fc ambient light level used in photometric analysis. 2. Proposed Luminare (A) mounting height is 25'. 3. Point grid shown indicates 5'x5' grid in major cardinal directions. Statistics Description Avg Max Min Max/Min Avg/Min EVSE PHOTOMETRIC ANALYSIS 0.2 fc 2.9 fc 0.0 fc N/A N/A FOR REFERENCE ONLY