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HomeMy WebLinkAboutZP-23-481 - 1485 Shelburne Road 12/22/2023Dealership, 28,000 sf Garage 1, 4,800 sf Garage 2, 3,000 sfZP-23-481 Jack Greene12/14/202312/21/2023$43.00C2installation of two EV chargers and associated equipmentXX12/22/20231/7/202312/21/2024 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS NEW ELECTRICAL PEDESTALFOR 11.5KW CHARGERSAND 180KW CHARGER.REFER TO DETAIL ON SHEETE2.1. NEW PEDESTAL TO AVOIDBLOCKING GOSS DODGE SIGN.COORDINATE EXACT LOCATIONIN THE FIELD.21332REFER TO SECONDARY RISERDIAGRAM ON THIS SHEET.NEW 180KVA EV CHARGERNEW 11.5KVA LEVEL 2 DUAL PORT EV CHARGER4'2'-378"3'-6"NEW BOLLARDNEW BOLLARD..\. .\..\728624L6 Norwich EV - Bradford\Drawings\Backgrounds\Norw ichEVPro jectTB-D&KLogo -305751.pngPROJECT NAME:SHEET TITLE:DATED&K PROJECT #DRAWN BYCHECKED BYSHEET NUMBERSHEET:ofENGINEERING• PLANNING•MANAGEMENT• DEVELOPMENT28 NORTH MAIN ST.RANDOLPH, VT 05060TEL: (802) 728-3376FAX: (802) 783-7101www.dubois-king.com.OFFICES IN VERMONT,NEW HAMPSHIRE, MAINE &NEW YORK© Copyright 2022 DuBois & King Inc.PROJ. ENG.D&K ARCHIVE #4C:\Users\cdjohnson\Desktop\Norwich EV Project TB.rvt NORWICHEVGOSSDODGE9/22/23CDJRMRISSUED FORCONSTRUCTION9/22/23ASGREVISIONS NUMBER DATE REVISION DESCRIPTION BY P:\~P rojec ts\~CAD Re ference\T it le Blocks \Ti tle B lock Images\AG S tamp S igned S traigh t. jpg6 SOUTH MAIN STREET,BRADFORD, VT 05001728624L6ELECTRICALSITE PLANE1.11SCALE: 1" = 20'123 NEW400A277/480V3-PHASEHVPPANELNEW 150A,120/208V3-PHASE,LVP PANELNEW GFCI WPRECEPTACLEAND COVER4" EQUIPMENT POSTCHANNEL STRUTGROUND RODS 5/8"x8'POST MOUNTEDIN 18" SONOTUBEWITH CONCRETETYPICAL OF ALL7'-6"6"EXPANSIONCOUPLINGTYPICAL OF ALL6" CONCRETE PADMARKING TAPETYP OF ALL.12'5'400A(1) 1" CONDUIT TOTRANSFORMER(1) 3" CONDUIT TO180KW EV CHARGER(2) 3" CONDUITSTO BE SUBBED OUT UNDERPAD PAST CONCRETE ANDRUN TO UTILITY POWER POLE.17'(1) 1" CONDUIT TOPANEL HVP(1) 1-12" CONDUITTO PANEL HVP(1) 1-12" CONDUITTO PANEL HVP(1) 1-14" CONDUITTO LEVEL 2 EVNEW 45KVATRANSFORMER480//208/120VNEWLVPGRADENEW CLASS 320METER SOCKETWITH 400ABREAKERNEW HEAVY DUTY, NON-FUSED,NEMA 3R, 400A, 600V,3-PHASE, DISCONNECTTHE CONTRACTOR SHALL COORDINATE ALL SITE WORK WITH ALL THE UTILITIES. ALL INSTALLATION OFCONDUIT, RISERS, ETC, SHALL BE IN CONFORMANCE WITH ALL UTILITY SPECIFICATIONS. ALL WORKAND EXACT LOCATION OF VAULT TO BE COORDINATED WITH GMP. ALL EXISTING UNDERGROUNDUTILITIES ARE TO BE LOCATED PRIOR TO TRENCHING FOR NEW CONDUIT RUNS.PROJECT NAME:SHEET TITLE:DATED&K PROJECT #DRAWN BYCHECKED BYSHEET NUMBERSHEET:ofENGINEERING• PLANNING•MANAGEMENT• DEVELOPMENT28 NORTH MAIN ST.RANDOLPH, VT 05060TEL: (802) 728-3376FAX: (802) 783-7101www.dubois-king.com.OFFICES IN VERMONT,NEW HAMPSHIRE, MAINE &NEW YORK© Copyright 2022 DuBois & King Inc.PROJ. ENG.D&K ARCHIVE #4C:\Users\cdjohnson\Desktop\Norwich EV Project TB.rvt NORWICHEVGOSSDODGE9/22/23CDJRMRISSUED FORCONSTRUCTION9/22/23ASGREVISIONS NUMBER DATE REVISION DESCRIPTION BY6 SOUTH MAIN STREET,BRADFORD, VT 05001728624L6ELECTRICALONE-LINEDIAGRAME2.12NOT TO SCALE6'-0"17'-0"4000 PSI CONCRETEWITH #4 RE-BAR,12" CENTERS1" BEVEL ONALL EDGES6"48" CLEAN FILL,COMPACTED IN12" LIFTS400NELECTRICAL BACKBOARD (REFER TO DETAILS ABOVE)150N70400NG300NNEW 320ACONT METERMAINNEW45KVATRANSFORMER480V//120/208V3-PHASENEMA 3RNEWPANEL HVP277/480V400A3-PHASEMAIN LUGNEMA 3RNEWPANEL LVP120/208V150A3-PHASEMAINCIRCUITBREAKERNEMA 3R60eSOLUTIONS 11.5kW LEVEL 2EV CHARGER ANDDUAL-MOUNTED PEDESTALeSOLUTIONS 180KW 480VDSWX182 SERIES FAST CHARGERNOT TO SCALEGFCI WP RECEPTACLEREFER TO BACKBOARDPAD DETAILSREFER TO BACKBOARDPAD DETAILSPROVIDE (2) BOLLARDS IN FRONT OF EACH EV CHARGERFOR PROTECTION FROM PHYSICAL DAMAGE.PROVIDE A 3" CONDUIT FOR 180KW EV CHARGER INSTALLATIONFEEDER SCHEDULEMARKAMPSPHASECONDUITWIRE SIZEGROUND4003(2) 3"(2) 250 MCM-XHHW-AL PER PHASE AND NEUTRAL4003(2) 3"(2) 250 MCM-XHHW-AL PER PHASE AND NEUTRAL(2) #1 AL3003(1) 3"(1) 350 MCM-XHHW-CU PER PHASE AND NEUTRAL#4 CU1003(1) 112"(1) 1 XHHW-AL PER PHASE AND NEUTRAL#6 AL703(1) 1"(1) 4 XHHW-CU PER PHASE#8 CU601(1) 1"(2) 6 XHHW-CU PER PHASE#8 CU400N400NG300N100N7060PROVIDE (2) BOLLARDS IN FRONT OF EACH EV CHARGERFOR PROTECTION FROM PHYSICAL DAMAGE.NOT TO SCALENEW UTILITY POLEREFER TO TYPICAL SECONDARY RISER DIAGRAM ON SHEET E1.1400A400NGNEW HEAVY DUTY, NON-FUSED,NEMA 3R, 400A, 600V,3-PHASE, DISCONNECT PANEL DESIGNATION SCHEDULEPANEL: HVPLOCATION: ELECTRICAL BACKBOARDFED FROM: 320A METERMOUNTING: SURFACE22,000 AICMAINS: 400A, 277/480V, 3-PHASE, 4-WIRE, MAIN LUG ONLY, NEMA 3RCONNECTED LOAD:219.2 kWCKTNO.kWLOADDESCRIPTIONBREAKERBREAKERDESCRIPTIONkWLOADCKTNO.PAMPAMPP123.20000LVP 45KVA TRANSFORMER3703003180KW FAST EV CHARGER196.0234567SPACESPACE89SPACESPACE1011SPACESPACE1213SPACESPACE1415SPACESPACE1617SPACESPACE18PANEL DESIGNATION SCHEDULEPANEL: LVPLOCATION: ELECTRICAL BACKBOARDFED FROM: LOW VOLTAGE TRANSFORMERMOUNTING: SURFACE10,000 AICMAINS: 150A, 120/208V, 3-PHASE, 4-WIRE, MAIN CIRCUIT BREAKER, NEMA 3RCONNECTED LOAD:23.2 kWCKTNO.kWLOADDESCRIPTIONBREAKERBREAKERDESCRIPTIONkWLOADCKTNO.PAMPAMPP111.5EV CHARGER 1260602EV CHARGER 111.523450.2BACKBOARD RECEPTACLE120SPACE67SPACESPACE89SPACESPACE1011SPACESPACE12PROJECT NAME:SHEET TITLE:DATED&K PROJECT #DRAWN BYCHECKED BYSHEET NUMBERSHEET:ofENGINEERING• PLANNING•MANAGEMENT• DEVELOPMENT28 NORTH MAIN ST.RANDOLPH, VT 05060TEL: (802) 728-3376FAX: (802) 783-7101www.dubois-king.com.OFFICES IN VERMONT,NEW HAMPSHIRE, MAINE &NEW YORK© Copyright 2022 DuBois & King Inc.PROJ. ENG.D&K ARCHIVE #4C:\Users\cdjohnson\Desktop\Norwich EV Project TB.rvt NORWICHEVGOSSDODGE9/22/23CDJRMRISSUED FORCONSTRUCTION9/22/23ASGREVISIONS NUMBER DATE REVISION DESCRIPTION BY6 SOUTH MAIN STREET,BRADFORD, VT 05001728624L6ELECTRICALPANELSCHEDULESE3.13 6" CONCRETE SLAB ON GROUND SEE SECTION FOR REINFORCING SIZE AND SPACING 3 S1.1 3'-6" 7 3/8"2'-3 1/8"7 3/8"3'-6"11 3/4"1'-6 1/2"11 3/4"4"Ø CONDUIT OPENING FASTEN EQUIPMENT TO CONCRETE FOUNDATION WITH (4) HILTI KB TZ2 SS304 (1/2"Ø x 3 3/4") 2'-7 1/2"2'-1 5/8"OUTLINE OF 180 kW CHARGING UNIT BASE 1 3/8"Ø CONDUIT OPENING CONDUIT OPENING 3'-6"CLR3"6"2'-0" MIN.1/4" MAX.TYP. ALL SIDES 2'-0" SLOPE NOT TOEXCEED 1:12 (TYP) #4 @ 12" o.c. EACH WAY FASTEN EQUIPMENT TO CONCRETE FOUNDATION WITH HILTI KB TZ2 SS304 (1/2"Ø x 3 3/4"), SEE FOUNDATION PLAN FOR LOCATION AND QUANTITY CRUSHED STONE FOR GRASSY AREAS, INSTALL 4" OF LOAM AND SEED, GRADE TO MATCH SURROUNDING AREA FOR PAVED AREAS, REPLACE HOT-MIX ASPHALT AND GRAVEL BASE, MATCH EXISTING CONDITION OR PER LOCAL REQUIREMENTS NON-WOVEN SEPARATION GEOTEXTILE SCARIFY AND COMPACT TOP 12" OF SUBGRADE 11 7/8"6 1/4"11 7/8"2'-9"2'-6"6" CONCRETE SLAB ON GROUND SEE SECTION FOR REINFORCING SIZE AND SPACING 4 S1.1 FASTEN EQUIPMENT TO CONCRETE FOUNDATION WITH (4) HILTI KB TZ2 SS304 (1/2"Ø x 3 3/4") OUTLINE OF 11.5 kW CHARGING UNIT BASE 11"11"11"8 1/4"1'-1" CABLE CONDUIT OPENING #4 @ 12" o.c. EACH WAY FASTEN EQUIPMENT TO CONCRETE FOUNDATION WITH HILTI KB TZ2 SS304 (1/2"Ø x 3 3/4"), SEE FOUNDATION PLAN FOR LOCATION AND QUANTITY 2'-9" NON-WOVEN SEPARATION GEOTEXTILE SCARIFY AND COMPACT TOP 12" OF SUBGRADECLR3"6"2'-0" MIN.CRUSHED STONE FOR GRASSY AREAS, INSTALL 4" OF LOAM AND SEED, GRADE TO MATCH SURROUNDING AREA 1/4" MAX.FOR PAVED AREAS, REPLACE HOT-MIX ASPHALT AND GRAVEL BASE, MATCH EXISTING CONDITION OR PER LOCAL REQUIREMENTS SLOPE NOT TOEXCEED 1:12 (TYP) TYP. ALL SIDES 2'-0" CONDUIT OPENING PROJECT NAME: SHEET TITLE: DATE D&K PROJECT # DRAWN BY CHECKED BY SHEET NUMBER SHEET:of ENGINEERING • PLANNING • MANAGEMENT • DEVELOPMENT 28 NORTH MAIN ST. RANDOLPH, VT 05060 TEL: (802) 728-3376 FAX: (802) 783-7101 www.dubois-king.com. OFFICES IN VERMONT, NEW HAMPSHIRE, MAINE & NEW YORK © Copyright 2023 DuBois & King Inc. PROJ. ENG.D&K ARCHIVE # 44I:\7\728624 Norwich EV Chargers\728624L7 Norwich EV - Goss Dodge\Drawings\Structural\Goss Dodge Norwich EVPad Structural.rvtNORWICH EV GOSS DODGE 1485 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 CHARGER PAD PLAN, SECTION & NOTES 10/4/2023 728624L7 MFQ TWD S1.1 MFQ GENERAL 1.USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ELECTRICAL, MECHANICAL, EQUIPMENT AND SITE DRAWINGS. 2.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND REGULATIONS. 3.DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4.DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 5.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. EARTHWORK 1.SUBMITTALS: SUBMIT TEST REPORTS ON BORROW MATERIAL, VERIFICATION OF FOOTING SUBGRADE MATERIAL, IN-PLACE SOIL DENSITY TEST AND OPTIMUM MOISTURE-MAXIMUM DENSITY CURVES. 2.EXISTING UTILITIES: LOCATE BY HAND EXCAVATION AND PROVIDE PROTECTION FROM DAMAGE. COOPERATE WITH OWNER AND UTILITY COMPANIES FOR MAINTAINING SERVICES. 3.PROTECTIONS: PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES IN AREAS OF WORK. BARRICADE OPEN EXCAVATIONS AND PROVIDE WARNING LIGHTS. SLOPE SIDES OF EXCAVATIONS AS REQUIRED FOR SAFE WORKING CONDITIONS. COMPLY WITH REGULATIONS OF AUTHORITIES HAVING JURISDICTION INCLUDING OSHA REGULATIONS FOR ALL EXCAVATION AND BACKFILLING WORK. 4.CRUSHED STONE: 3/4”WASHED CRUSHED STONE, FREE OF VEGETATION, DEBRIS, AND OTHER OBJECTIONABLE MATERIALS. 5.EXCAVATION: REMOVE AND DISPOSE OF MATERIAL ENCOUNTERED TO OBTAIN REQUIRED SUBGRADE ELEVATIONS. 6.BACKFILL AND FILL: PLACE FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH, COMPACTING EACH LAYER TO REQUIRED MAXIMUM DENSITY. DO NOT PLACE MATERIALS ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN ICE OR FROST. USE CRUSHED STONE UNDER ALL EXTERIOR SLABS. 7.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12 INCHES OF EXISTING SUBGRADE FOR STRUCTURES, SLABS, STEPS AND PAVEMENTS TO 95 PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM 1557. FOR LAWN AND OTHER UNPAVED AREAS, COMPACT TO 92 PERCENT MAXIMUM DENSITY. 8.SEPARATION GEOTEXTILE: NON-WOVEN GEOTEXTILE FABRIC, MANUFACTURED FOR SEPARATION APPLICATIONS, COMPLYING WITH VTRANS SPECIFICATION ITEM 649.31 GEOTEXTILE UNDER STONE FILL. 9.FOOTINGS: PLACE FOOTINGS ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL AS DIRECTED BY ENGINEER. ASSUMED BEARING CAPACITY FOR FOUNDATION DESIGN IS 1,500 POUNDS PER SQUARE FOOT. CONCRETE 1.ALL CONCRETE SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ACI 318 "BUILDING CODE REQUIREMENTS OF REINFORCED CONCRETE" AND ACI FIELD REFERENCE MANUAL SP-15. 2.CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301," SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS MODIFIED OR SUPPLEMENTED BELOW. 3.SHOP DRAWINGS AND DATA: SUBMIT SHOP DRAWINGS COMPLYING WITH ACI MNL-66 "ACI DETAILING MANUAL" AND PRODUCT DATA FOR ACCESSORIES, ADMIXTURES AND CURING COMPOUNDS. 4.CONCRETE COMPRESSIVE DESIGN STRENGTHS AND MIX PROPORTIONS SHALL BE AS OUTLINED BELOW. MIX PROPORTIONS AND DESIGNS SHALL BE SUBMITTED FOR APPROVAL. LIMIT MAXIMUM WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE BY WEIGHT OF CEMENT FOR CAST-IN-PLACE CONCRETE TO 0.15 FOR EXTERIOR CONCRETE. CONCRETE USAGE CONCRETE CLASS COMPRESSIVE STRENGTH MAX W/CM RATIO AIR EXTERIOR SLABS ON GRADE F3, S0, W0, C2 5,000 PSI AT 28 DAYS 0.40 6% +/-1.5% 5.STEEL REINFORCEMENT INSTALLATION (INCLUDING WELDED WIRE REINFORCEMENT): COMPLY WITH CRSI "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT. CLEAN REINFORCEMENT OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER FOREIGN MATERIALS THAT REDUCE BOND TO CONCRETE. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT. 6.REINFORCING STEEL:ASTM A 615 GRADE 60. 7.ALL CONCRETE SHALL BE READY-MIX CONCRETE CONFORMING TO ASTM C 94 EXCEPT THAT ADDITION OF WATER WILL NOT BE PERMITTED. 8.ALL REINFORCING MARKED CONTINUOUS (CONT.) SHALL BE LAPPED 64 BAR DIAM. AT SPLICES AND CORNERS AND SHALL BE HOOKED OR EXTENDED 48 BAR DIAM. AT NON-CONTINUOUS ENDS. 9.REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING CONCRETE PLACEMENT OPERATIONS USING APPROVED CHAIRS AND SPACERS AS REQUIRED. 10.THE CONCRETE CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL ALL ANCHORS, BOLTS, PLATES, NAILERS, SLOTS, CHASES, PIPE SLEEVES, ETC., AS REQUIRED BY THESE TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. 11.PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS (UNLESS NOTED OTHERWISE): a.CONCRETE CAST AGAINST EARTH: 3" (ALL BARS) b.CONCRETE EXPOSED TO EARTH OR WEATHER i.#6 AND LARGER: 2" ii.#5 AND SMALLER: 1-1/2" 15.ALL CONCRETE SHALL BE CONSOLIDATED USING MECHANICAL VIBRATING EQUIPMENT. 16.FORMED CONCRETE NOT EXPOSED TO VIEW SHALL RECEIVE A ROUGH FORM FINISH; FORMED CONCRETE EXPOSED TO VIEW SHALL RECEIVE A SMOOTH FORM FINISH. 17.CONCRETE SLABS SHALL RECEIVE A BROOM FINISH FOR EXTERIOR CONCRETE. 18.TESTING: THE OWNER WILL EMPLOY A TESTING LABORATORY TO PERFORM TESTS FOR QUALITY CONTROL DURING PLACEMENT AS DIRECTED BY THE ENGINEER. 19.COMPRESSION TEST: ACI 318, PREPARE 4 CYLINDERS PER TEST SET FOR EACH COMPOSIT SAMPLE. (3) CYLINDERS SHALL BE TESTED AT 28 DAYS a.AT LEAST ONCE A DAY. b.AT LEAST ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE c.AT LEAST ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE ARE FOR SLABS OR WALLS. DESIGN CRITERIA 1.CODES:IBC 2015 AND ASCE 7-10, AS AMENDED BY 2015 VERMONT FIRE AND BUILDING SAFETY CODE 2.BUILDING OR STRUCTURE RISK CATEGORY:II 3.EQUIPMENT WEIGHT: BTC POWER 180kW CHARGING UNIT:1,102 LBS BTV POWER 11.5kW CHARGING UNIT:26 LBS PER UNIT 4.WIND LOAD: ULTIMATE WIND SPEED (Vult):115 MPH NOMINAL DESIGN WIND SPEED (Vasd):89 MPH WIND EXPOSURE:C 5.SEISMIC LOAD: IMPORTANCE FACTOR (Ie):1.0 MAPPED SPECTRAL RESPONSE COEFFICIENTS:Ss = 0.348 AND S1 = 0.105 SEISMIC SITE CLASS:D DESIGN SPECTRAL RESPONSE COEFFICIENTS:Sds = 0.353 AND Sd1 = 0.167 SEISMIC DESIGN CATEGORY:C SEISMIC FORCE-RESISTING SYSTEM:ALL OTHER SELF-SUPPORTING STRUCTURES, TANKS, OR VESSELS W/ R=1.25 SEISMIC RESPONSE COEFFICIENT:Cs = 0.282 DESIGN BASE SHEAR:V = Cs * W ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE METHOD 6.ALLOWABLE BEARING RESISTANCE OF SOIL:1,500 PSF PROJECT NORTH1" = 1'-0"S1.1 1 180 kW CHARGER PAD FOUNDATION PLAN 1" = 1'-0"S1.1 3 SECTION 1" = 1'-0"S1.1 2 11.5 kW CHARGER PAD FOUNDATION PLAN 1.SEE ELECTRICAL SITE PLAN ON SHEET E1.1 FOR LOCATIONS AND QUANTITY OF CHARGER PADS. 1.SEE ELECTRICAL SITE PLAN ON SHEET E1.1 FOR LOCATIONS AND QUANTITY OF CHARGER PADS. PROJECT NORTH SECTION 1" = 1'-0"S1.1 4 REVISIONSNUMBERDATEREVISION DESCRIPTIONBY 1 Marty Gillies From:Jack Greene <greene@norwichsolar.com> Sent:Thursday, December 21, 2023 1:44 PM To:Marty Gillies Cc:Betsy Brown; Berrett Walter Subject:Re: 'EXTERNAL'Goss Dodge EV Chargers Permit Follow Up Flag:Follow up Flag Status:Flagged Got it. A) The topography of the location will screen the proposed "utility cabinet" as effectively as a fence or a landscaping buffer. B) there is no public-facing signage included as part of this EV charger installation, with the exception of "EV Charging Only" signage placed in front of the parking spaces allocated to the chargers. Thanks Marty! Best, JACK GREENE | Project Engineer he/him Cell: 603-991-1367 Email: greene@norwichev.com norwichev.com 15 Railroad Row, Suite 101 White River Junction, VT 05001 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. On Thu, Dec 21, 2023 at 1:36 PM Marty Gillies <mgillies@southburlingtonvt.gov> wrote: Hi Jack, I just need to demonstrate that the two items I brought up in my initial email were addressed! I had asked you to demonstrate that the ‘electrical pedestal’ will be “effectively screened year-round” from Shelburne Road and to confirm that the proposed installation of EV chargers will not include the installation advertising the presence or wattage of the chargers to the public. If you want to just respond to this email and testify that A) the topography will screen the proposed utility cabinet as effectively as a fence or a landscaping buffer; and B) there is no public-facing 2 signage included as part of this EV charger installation, I will include that testimony in the Zoning Permit and can issue the ZP either today or tomorrow morning. Let me know if you have any questions! Best, Marty Marty Gillies Development Review Planner City of South Burlington Planning & Zoning Department 180 Market Street, South Burlington, VT 05401 (802) 846-4106 www.sbvt.gov From: Jack Greene <greene@norwichsolar.com> Sent: Thursday, December 21, 2023 1:10 PM To: Marty Gillies <mgillies@southburlingtonvt.gov> Cc: Betsy Brown <bbrown@southburlingtonvt.gov>; Berrett Walter <walter@norwitech.com> Subject: Re: 'EXTERNAL'Goss Dodge EV Chargers Permit Marty, We're going to go with using the hill as a natural screen for now. What are our next steps to get a permit issued? Thank you,