Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
26-08P Tesla - Target EV Chargers
TOWN OF SOUTH WINDSOR PLANNING 8b ZONING COMMISSION APPLICATION FORM Application Number:[2.5 ’O 9p Omcial Receipt Date:‘3 /'1H [M VPC Application #:1Q‘Hl APPLICANT:Tesla,c/o Edward Noseworthy pRoJECT NAME:Tesla,Target-South Windsor CT,Buckland Hills COMPLETE LOCATION OF PROPERrY:125 BuCkland Hills Dr OWNER OF RECORD ON LAND RECORDS:Target CorPoration OWNER ADDRESS;PO BOX 9456,Minneapolis,MN 55440 GIS PIN #5328 ZONE GD NAME,ADDRESS,TELEPHONE 8r.EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Estimated presentation time : THIS APPLICATION Is FOR:(Check an that apply): PLEASE NOTE:An Application Pending Sign is required to be posted on the ptopeity for all applicationsten(10)days prior to being heard by the Commission. 6%€7£é 4&4SignatureofApplicantSignatureofProperty OwnerEdNoseworthy Print Name of Applicant Print Name of Property Owner Revised 9/1/2023 U Zone Change to (Public Hearing and Certiiicate of Mailing Required) D Open-Space Subdivision/Resubdivision (Public Hearing and Certificate of Maih'ng Required) D Subdivision [:1 Minor D Major D Resubdivision (Public Hearing Required)D Minor D Major D Conditivnal Subdivision D Special Exception to Table (Public Hearing and Certificate of Mailing Required) D Site Plan of Development D New E Modification Building(s)Sq Ft D General Plan of Development D Earth Filling (Secr 7.6)and/or Earth Removal (Sec.7.16)(Public Hearing and Cenmcate of Mailing Required) D Regulation Amendment U Zoning D Subdivision ~Attach proposed amendment (Public Hearing Required) D Temporary and Conditional Permit (Public Hearing Required)for D Temporary and Conditional Permit Renewal for D Detached Accessory Apartment D Major Home Occupation (Public Hearing and Certificate of Mailing Required)forEOther(explain in detain Instanation or a electric vehicle charging posts and associated equipment.The applicantrequeststhisapplicationbehandledatthestafflevelundersection8.5E (Minor Modification). LETTER OF AUTHORIZATION APPLICATION FOR ZONING/USE/BUILDING PERMIT The undersigned, Target Corporation, a Minnesota corporation (formerly known as Dayton Hudson Corporation), owner of the below described Property (“Owner”), does hereby appoint Tesla Inc. (“Tesla”) and/or its employees, agents and contractors, as Owner’s agent for the purpose of filing and completing any approval or application necessary for the installation of a Tesla Supercharger and other car charging facilities and equipment at the below described Property. All costs and expenses relating to the applications filed pursuant to this authorization and all requirements contained in permits obtained pursuant to this authorization shall be the sole responsibility of Tesla. This authorization is subject to all applicable provisions of the Letter Agreement dated as of October 31, 2025, between Tesla and Target and nothing in this letter is a waiver, amendment, or release of any rights or remedies of Target under such Letter Agreement. Property Located at: 125 Buckland Hills Drive, South Windsor, CT 06074 (“Property”) Owner's Name (print): Target Corporation, a Minnesota corporation Signature (and title, if applicable) of Property Owner: Signature of Property Owner: __________________________________ Printed Name of Property Owner: __________________________________ Kristen Stovall - EV Charging Program Manager 3/11/26 © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS TRT ID: 461214 SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 T-1 TITLE SHEET SITE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE TESLA REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. N N SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CONTRACTOR NOTE AERIAL MAP LOCATION MAP CALL BEFORE YOU DIG BEFORE SCALING SITE UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER 811 OR 1-800-922-4455 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2022 CONNECTICUT STATE BUILDING CODE BASED ON AMENDED VERSIONS OF THE FOLLOWING CODES: 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IBC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2020 NATIONAL ELECTRICAL CODE (NEC) IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND SEALED SET OF DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. ·INSTALL (1) PAD MOUNTED UTILITY TRANSFORMER ·INSTALL (1) 1600A 'EV-1' MCB SWITCHBOARD ·INSTALL (1) TESLA V4 (A2.0) PRE-ASSEMBLED SUPERCHARGER UNIT, WITH (1) SUPERCHARGER CABINET & (8) CHARGE POSTS ·INSTALL (2) LIGHT POLES · PERMITTING JURISDICTION: TOWN OF SOUTH WINDSOR PARCEL: 1137/0111 ZONE: GD GATEWAY DEVELOPMENT PROPOSED TESLA EV SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 PROPERTY OWNER: TARGET CORPORATION PO BOX 9456 Minneapolis, MN 55440 PARCEL ID: PARCEL ID: 1517935 POWER COMPANY: EVERSOURCE CONTACT: ROBERT FERGUSON PHONE: 860-280-2355 EMAIL: ROBERT.FERGUSON@EVERSOURCE.COM WORK ORDER: 21698270 COUNTY: HARTFORD COUNTY LATITUDE*: 41° 48' 34.70" N LONGITUDE*: 72° 32' 57.05" W *BASED ON GOOGLE EARTH CONTACT ENGINEER: TED CRAWFORD, P.E. DEWBERRY ENGINEERS INC. (617) 531-0814 drevette@Dewberry.com SHT. NO.SHEET TITLE T-1 TITLE SHEET GN-1 GENERAL NOTES I GN-2 GENERAL NOTES II C-1 DETAILED SITE PLAN C-2 EXISTING CONDITIONS PLAN C-3 EQUIPMENT/PARKING PLAN C-4 CONSTRUCTION DETAILS I C-5 CONSTRUCTION DETAILS II C-6 CONSTRUCTION DETAILS III C-7 CONSTRUCTION DETAILS IV E-1 ELECTRICAL ONE-LINE DIAGRAM E-2 ELECTRICAL & UTILITY DETAILS I E-3 ELECTRICAL & UTILITY DETAILS II E-1 ARCH FLASH LABELS G-1 GROUNDING SCHEMATIC & DETAILS 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 GN-1 GENERAL NOTES I GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR(s) OR SUB-CONTRACTOR(s) - CIVIL CONTRACTOR AND/OR ELECTRICIAN CONTRACTOR PROJECT OWNER/CONSTRUCTION MANAGER - TESLA PROJECT HOST - LEGAL PROPERTY OWNER ENGINEER - DEWBERRY ENGINEERS INC. 2.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF PROJECT OWNER PRIOR TO THE COMMENCEMENT OF WORK. 3.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE INSTALLATION AS INDICATED ON THE DRAWINGS FOR A FULLY FUNCTIONAL CHARGING STATION AND COMPLETE PROJECT. 6.THE SUB-CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON DRAWINGS, THE GENERAL CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE PROJECT ENGINEER. ONLY WRITTEN APPROVALS SHALL BE DEEMED TO CONFIRM ANY SUCH CHANGES AS BEING APPROVED. 8.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT UNIQUE JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK. 9.THE GENERAL CONTRACTOR SHALL REVIEW ROUTING OF CONDUIT, POWER AND GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING PLAN DRAWING. THE GENERAL CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER AND PROJECT HOST. 10.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE PROJECT HOST. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 11.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF GENERAL CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY. 12.APPLICABLE BUILDING CODES: THE GENERAL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION 13.FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 14.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 15.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER GENERAL CONTRACTOR(S) AND/OR SUB-CONTRACTOR(S). 16.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 17.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND GENERAL CONTRACTOR(S) AND/OR SUB-CONTRACTOR(S) TO THE SITE AND/OR BUILDING. 18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19.THE GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 20.THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE PROJECT HOST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 21.THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 22.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 23.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE PROJECT OWNER AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 24.GENERAL CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES AND ALL SPECIFIED CLOSE-OUT DOCUMENTATION TO THE PROJECT OWNER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 25.THE GENERAL CONTRACTOR SHALL LEAVE THE WORK AREA AND SURROUNDING PREMISES IN A CLEAN CONDITION. 26.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 27.NO TRASH CORRAL/SOLID WASTE STORAGE AREA IS TO BE INSTALLED AS PART OF PROJECT. SITE WORK NOTES: PART 1 - GENERAL 1.1 REFERENCES: A.DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B.AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) C.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). D.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK IS TO BE COORDINATED BY THE GENERAL CONTRACTOR. B.ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE GENERAL CONTRACTOR(S) RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. B.AVOID DAMAGE AND TAKE PROTECTIVE MEASURES TO THE SITE AND TO EXISTING FACILITIES, IMPROVEMENTS, STRUCTURES, PAVEMENTS, CURBS, AND LANDSCAPING DESIGNATED TO REMAIN. ANY DAMAGED PART SHALL BE REPAIRED AT SUB-CONTRACTOR(S) EXPENSE TO THE SATISFACTION OF THE PROJECT HOST. C.KEEP SITE FREE OF ALL PONDING OR STANDING WATER. D.PROVIDE EROSION CONTROL MEASURES, IF REQUIRED, SHALL BE IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED 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 BY THE SUB-CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE GENERAL CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. G.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE PROJECT OWNER AND/OR LOCAL UTILITIES. H.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE PROJECT HOST OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE PROJECT HOST AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. I.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE PROJECT HOST AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. J.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 ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. K.THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS, RUBBISH, DEBRIS, STUMPS, STICKS, AND STONES. L.THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH DEBRIS FROM THE SITE ON A DAILY BASIS. M.CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT TREES, VEGETATION, AND ROOT SYSTEMS DURING CONSTRUCTION. N.CONTRACTOR TO COORDINATE POST CONSTRUCTION LANDSCAPING FINISHES WITH OWNER AND TESLA. PART 2 - PRODUCTS 2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION: SIEVE SIZE TOTAL PERCENT PASSING 1-1/2 INCH 100 1 INCH 75 TO 100 3/4 INCH 80 TO 100 3/8 INCH 35 TO 75 NO. 4 30 TO 60 NO. 30 7 TO 30 NO. 200 3 TO 15 2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE OR SW-SM). 2.3 ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL FILL MEETING THE GRADATION AND SOUNDNESS REQUIREMENTS IN ACCORDANCE WITH THE FOLLOWING: SIEVE SIZE TOTAL PERCENT PASSING 4 INCH 100 NO.40 0 TO 70 NO.200 0 TO 40 2.4 MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR DURABILITY PARTICLES. IF TESTING IS ELECTED BY PROJECT OWNER, MATERIAL WITH A MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED. 2.5 COARSE AGGREGATE FOR SUBBASE COURSE SHALL CONFORM TO ASTM D2940. 2.6 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE ENGINEER. TYPICALLY THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. PART 3 - EXECUTION 3.1 GENERAL: A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF A RAIN EVENT, NO SEDIMENT WILL LEAVE THE WORK SITE. B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR UNDESIRABLE MATERIALS. F . EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH GRANULAR FILL. G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. J.DURING EXCAVATION, THE SUB-CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. K.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 3.2 BACKFILL: 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 SPECIFIED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. D.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 12-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12-INCHES IN LOOSE DEPTH AND COMPACTED. E.THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698. F.WHENEVER THE DENSITY TESTING INDICATES THAT THE SUB-CONTRACTOR(S) HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE SUB-CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. G.THE SUB-CONTRACTOR SHALL OBTAIN GRAB SAMPLES OF SUFFICIENT QUANTITY TO PROVIDE TO LAB FOR PURPOSE OF DETERMINING MAX DRY DENSITY. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION OF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF WORK SHALL EXTEND 3'-0" MINIMUM BEYOND THE FINAL DIMENSIONS. H.SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE-COMPACT USING A VIBRATING PLATE OR TAMPER, ANY SOFT AREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH MATERIALS AND COMPACTION REQUIREMENTS SHOWN ON THE DRAWINGS. I.PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE IN 12" LIFTS. EXCAVATE FOR THE FOOTING EDGE AS SHOWN ON THE DRAWINGS. 3.3 TRENCHING EXCAVATION: J.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. K.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. L.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR MATERIAL. 3.4 TRENCHING BACKFILL: A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B.NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF BACKFILLING. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D.PLACE GRANULAR BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS AND HAUNCHES. E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 12-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698. H.PER LOCAL REGULATORY AUTHORITY AND AS APPLICABLE, ALL TRENCHES IN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 3.5 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. GRADING SHALL MATCH SURROUNDING TOPOGRAPHY AND STRUCTURES. B.UTILIZE GRANULAR FILL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL OR BETTER CONDITION. D.AREAS OF THE PROJECT HOST'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR PARKING/DRIVING AREAS SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. 3.6 ASPHALT PAVING ROAD: A.AASHTO B.STATE SPECIFIC ASPHALT SPECIFICATIONS FOR HIGHWAYS C.THE SUB-CONTRACTOR IS RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE SPECIFIED. 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 GN-2 GENERAL NOTES II REINFORCED CONCRETE NOTES: 1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS (UNLESS OTHERWISE NOTED). ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 4.MAXIMUM AGGREGATE SIZE SHALL BE 3/4". 5.THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT:ASTM C 150, TYPE I REINFORCEMENT:ASTM A 615, GRADE 60 NORMAL WEIGHT AGGREGATE:ASTM C 33 WATER:DRINKABLE ADMIXTURES:NON-CHLORIDE CONTAINING 6.REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH "DETAILING MANUAL-2004 PUBLICATION SP-66" AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI-318-08. 7.REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B"; ALL HOOKS SHALL BE STANDARD, UNO. 8.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH:3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1-1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN. WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS 1-1/2 IN. 9.A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10.INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 11.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. 13.DO NOT WELD OR TACKWELD REINFORCING STEEL. 14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15.LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 18.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 21.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. 22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. ELECTRICAL NOTES: 1.THE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS. ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, SUB-CONTRACTOR SHALL NOTIFY THE PROJECT HOST AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE PROJECT HOST HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2.THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE SUB-CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE THE SUBCONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A.UL - UNDERWRITERS LABORATORIES B.NEC - NATIONAL ELECTRICAL CODE C.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION E.SBC - STANDARD BUILDING CODE F.NFPA - NATIONAL FIRE PROTECTION ASSOCIATION 4.DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH ENGINEER ANY SIZES AND LOCATIONS WHEN NEEDED. 5.EXISTING SERVICES: THE GENERAL CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE PROJECT HOST. 6.THE GENERAL CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE GENERAL CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL, UNLESS OTHERWISE SPECIFIED BY CONSTRUCTION MANAGER OR BY PROJECT DEVELOPER. 8.THE GENERAL CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE PROJECT HOST'S CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9.CONDUCTORS: THE CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. 10.ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 11.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS 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 ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. SUB-CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL SUB-CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY THE CONSTRUCTION MANGER. 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15.THE GENERAL CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 19.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 20.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE CONTRACTOR(S) RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE CONSTRUCTION MANAGER UPON FINAL ACCEPTANCE. 21.THE SUBCONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. 22.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 23.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY IDEAL INDUSTRIAL INC. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 24.ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED STEEL UNLESS SPECIFIED OTHERWISE. RACEWAYS: ALL CONDUITS SHALL BE SCHEDULE 40 EMT MEETING OR EXCEEDING NEMA TC2 - 1990 UNLESS SPECIFIED OTHERWISE. THE SUB-CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. EMT CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 25.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 26.CONNECTORS FOR POWER CONDUCTORS: SUB-CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 27.THE SUB-CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC". 28.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 29.ALL BOLTS SHALL BE STAINLESS STEEL. 30.ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR SHOULD BE NEW AND UNUSED. 31.PER NEC 625.22 - THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICAL EQUIPMENT (SUPERCHARGER CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE WITH THE TESLA VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING. VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IF AT ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OF MILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS DETECTED, THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTING FUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. TRAFFIC MANAGEMENT NOTES: 1.ALL TEMPORARY CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS. 2.ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 3.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. 4.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE N0T REQUIRED FOR CONTROL OF TRAFFIC. 5.SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY HARDWARE" (MASH). 6.CONTRACTORS SHALL NOTIFY THE OWNER AND ALL TENANTS OF THIS PROPERTY AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS. 7.THE FIRST FIVE PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH TYPE A LIGHTS. 8.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 9.MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 10.EXISTING PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES THROUGH A COMBINATION OF PEDESTRIAN DETOURS OR PROTECTED SAFE ROUTES. ALL PEDESTRIAN ROUTES SHALL MEET APPLICABLE ACCESSIBILITY REQUIREMENTS. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AT THIS LOCATION. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC SIGNS, DRUMS, CONES, OR OTHER TRAFFIC CONTROL DEVICES TO DIRECT VEHICLES AND PEDESTRIANS AROUND THE WORK ZONE. HORIZONTAL DIRECT DRILLING NOTES: 1.THE WORK SPECIFIED IN THIS SECTION CONSISTS OF FURNISHING AND INSTALLING UNDERGROUND UTILITIES USING THE DIRECTIONAL BORING (HORIZONTAL DIRECTIONAL DRILLING, HDD) METHOD OF INSTALLATION, ALSO COMMONLY REFERRED TO AS GUIDED HORIZONTAL BORING. THIS WORK SHALL INCLUDE ALL SERVICES, EQUIPMENT, MATERIALS, AND LABOR FOR THE COMPLETE AND PROPER INSTALLATION, TESTING, RESTORATION OF UNDERGROUND UTILITIES AND ENVIRONMENTAL PROTECTION AND RESTORATION. 2.WORK PLAN: PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST SUBMIT TO THE ENGINEER A GENERAL WORK PLAN OUTLINING THE PROCEDURE AND SCHEDULE TO BE USED TO EXECUTE THE PROJECT. PLAN SHOULD DOCUMENT THE THOUGHTFUL PLANNING REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT. 3.ENVIRONMENTAL PROTECTION: CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL BORING OPERATIONS AND ANY DRAINAGE, WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS, STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO CONTAIN ANY HYDRAULIC OR BORING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS, TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN 200’ OF ANY WATER-BODY OR WET-LAND. 4.UTILITY LOCATES: CONTRACTOR SHALL NOTIFY ALL COMPANIES WITH UNDERGROUND UTILITIES IN THE WORK AREA VIA THE STATE OR LOCAL “ONE-CALL” TO OBTAIN UTILITY LOCATES. ONCE THE UTILITIES HAVE BEEN LOCATED CONTRACTOR SHALL PHYSICALLY IDENTIFY THE EXACT LOCATION OF THE UTILITIES BY VACUUM OR HAND EXCAVATION, WHEN POSSIBLE, IN ORDER TO DETERMINE THE ACTUAL LOCATION AND PATH OF ANY UNDERGROUND UTILITIES WHICH MIGHT BE WITHIN 20 FEET OF THE BORE PATH. CONTRACTOR SHALL NOT COMMENCE BORING OPERATIONS UNTIL THE LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA HAVE BEEN VERIFIED. 5.SAFETY: CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO ENGINEER. 6.SITE RESTORATION: FOLLOWING BORING OPERATIONS, CONTRACTOR WILL DE-MOBILIZE EQUIPMENT AND RESTORE THE WORK-SITE TO ORIGINAL CONDITION. ALL EXCAVATIONS WILL BE BACKFILLED AND COMPACTED TO 95% OF ORIGINAL DENSITY. LANDSCAPING WILL BE RESTORED TO ORIGINAL. 7.RECORD KEEPING: CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF BORING OPERATIONS AND A GUIDANCE SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF PROJECT. AS-BUILT DRAWINGS SHALL BE CERTIFIED AS TO ACCURACY BY CONTRACTOR. 03/23/2026 SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-1 DETAILED SITE PLAN SCALE:1"=40' FOR 11"x17" 1"=20' FOR 22"x34" 20'0'40' 1DETAILED SITE PLAN C-2 1 C-3 1 234 235 23 6 2 3 5 2 3 4 2 3 3 23 2 23 3 2 3 3 232 2 3 3 2 3 4 233 233 234 234 234 2 3 4 23 4 234 234 2 3 3 23 2 23 1 231 2 3 4 2 3 3 235 23 4 23 3 233 234 234 1 STORY MASONRY BUILDING "TARGET" BUCKL A N D H I L L S D R I V E (VARIA B L E W I D T H R I G H T O F W A Y ) (ASPH A L T R O A D W A Y ) (TWO W A Y T R A F F I C ) APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 MUNIC I P A L L I N E TOWN O F S O U T H W I N D S O R TOWN O F M A N C H E S T E R WATERLINE EASEMENT D.B. 1196 PG. 265 WATERLINE EASEMENT D.B. 1196 PG. 265 CONSTRUCTION EASEMENT D.B. 1137 PG. 21 Approximate Location Of Existing Underground Electric Line (Typ.) Approximate Location Of Existing Underground Gas Line (Typ.) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (Typ.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Fire Hydrant (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) PROPOSED PRIMARY CONDUITS (4) 5" PVC CONCRETE ENCASED (TO BE CONFIRMED BY UTILITY) ROUTED UNDERGROUND FROM TRANSFORMER TO EXISTING UTILITY VAULT (±340 LF) (PENDING UTILITY DESIGN) EXISTING UTILITY VAULTS TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) *PROPOSED/ EXISTING ZONING DATA TAKEN FROM AVAILABLE MAPPING. THE PROPOSED ELECTRIC VEHICLE CHARGERS DO NOT IMPACT THE ZONING DATA. ZONING DATA TABLE - GATEWAY DEVELOPMENT (GD) DESCRIPTION REQUIRED PROPOSED/ EXISTING*NOTES AREA (ACRES)3 12.89 EXISTING-NO CHANGE FRONTAGE (FT)200 ±1,020 EXISTING-NO CHANGE DEPTH (FT)200 ±470 EXISTING-NO CHANGE FRONT YARD (FT)65 ±40 EXISTING-NO CHANGE REAR YARD (FT)10 ±85 EXISTING-NO CHANGE SIDE YARD (FT)25 ±450 EXISTING-NO CHANGE STORIES 4 1 EXISTING-NO CHANGE IMPERVIOUS COVERGE 60 ±65%EXISTING-NO CHANGE LOT COVERAGE N/A N/A HEIGHT (FT)60 30 EXISTING-NO CHANGE 03/23/2026 SD SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-2 EXISTING CONDITIONS PLAN SCALE:1"=20' FOR 11"x17" 1"=10' FOR 22"x34" 10'0'20' 1EXISTING CONDITIONS PLAN NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. ±2 5 ' - 8 " (T y p . ) Existing Parking Striping (TO BE MODIFIED) Existing Tree (TO BE REMOVED) (TYP.-3) 2 3 3 232 2 3 3 23 3 232 2 3 3 2 3 4 234 233 233 APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 WATERLINE EASEMENT D.B. 1196 PG. 265 Approximate Location Of Existing Underground Electric Line (Typ.) (SEE NOTE 3) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (SEE NOTE 5) (TYP.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) (SEE NOTE 3) Existing Wheel Cart Storage Area (Typ.) ±10'-0" (Typ.) ±1 7 ' - 6 " (T y p . ) 23 4 Existing Landscape Area (TOP SOIL TO BE REMOVED) (±300 SF) Existing Concrete Curb (TO BE REMOVED) (±11 LF) 80'-0" 5' - 7 " 17'-0" C-6 4 37'-9" 17'-8" Existing Eversource Vault Existing Eversource Vault Existing Tree (TO REMAIN) 03/23/2026 SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-3 EQUIPMENT/PARKING PLAN SCALE:1"=20' FOR 11"x17" 1"=10' FOR 22"x34" 10'0'20' 1EQUIPMENT/PARKING PLAN LEGEND TESLA 'STAR POINT' SUPERCHARGER TESLA 'STAR CENTER' SUPERCHARGER TESLA LEVEL 3 CHARGE POST TESLA CHARGE CABLE TERMINUS 1 1 1A NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. PARKING STALL SCHEDULE DESCRIPTION QUANTITY EXISTING STALLS (TO BE MODIFIED)12 PROPOSED TESLA STALLS 8 NET PARKING STALL CHANGE -1 PROPOSED MCCUE MINI REBOUNDING BOLLARD W/ GRAY SLIP COVER AND ACCESSIBLE SIGNAGE (STALL 1H ONLY) PROPOSED CONCRETE PAD (±70 SF) (TO BE SET FLUSH WITH ASPHALT AND SLOPED 2% MAX TOWARDS NEAREST STORM DRAIN) 11'-0" PROPOSED TESLA SUPERCHARGER POST MOUNTED ON PSU (TYP.-8) PROPOSED McCUE MINI REBOUNDING BOLLARD W/ GRAY SLIP COVER (TYP.-6) 9'-0" (TYP.) PROPOSED ACCESS POINT MOUNTED TO LIGHT POLE POLE (MOUNT PER MANUFACTURER SPEC) PROPOSED TESLA V4 (A2.0) PRE-ASSEMBLED SUPERCHARGER UNIT (PSU) (TYP.-1) PROPOSED ACCESSIBLE STALL & ACCESS AISLE (SEE NOTE 6) 1A1B1D1E1F1G1H 18 ' - 0 " (T Y P . ) ±2 5 ' - 1 " (T Y P . ) 5'-0" PROPOSED PAD MOUNTED UTILITY TRANSFORMER (PER UTILITY SPEC) PROPOSED 1600A EV-2 MCB SWITCHBOARD MOUNTED ON CONCRETE PAD PROPOSED SECONDARY SERVICE LATERAL CONDUITS ROUTED UNDERGROUND FROM PROPOSED TRANSFORMER TO PROPOSED SWITCHBOARD PROPOSED CONDUITS ROUTED UNDERGROUND FROM SWITCHBOARD TO V4 CABINET MOUNTED TO PSU (±15 LF) 2 3 3 232 2 3 3 2 3 3 232 2 3 3 2 3 4 234 233 233 23 4 APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 WAT E R L I N E E A S E M E N T D.B . 1 1 9 6 P G . 2 6 5 Approximate Location Of Existing Underground Electric Line (Typ.) (SEE NOTE 3) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (SEE NOTE 5) (TYP.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) (SEE NOTE 3) Existing Wheel Cart Storage Area (Typ.) ±10'-6" ±1 7 ' - 6 " (T y p . ) PROPOSED PRIMARY CONDUITS ROUTED UNDERGROUND FROM TRANSFORMER TO EXISTING UTILITY VAULT (±270 LF) CONCRETE ENCASEMENT (TO BE CONFIRMED BY UTILITY) (PENDING UTILITY DESIGN) PROPOSED LIGHT POLE MOUNTED ON PSU (TYP.-2) PROPOSED SHRUBS (TYP.) E-2 2 C-5 7 C-5 1-4 C-5 2 C-7 2-3 E-2 3 C-6 3 C-6 1 C-4 1-4 C-7 1 PROPOSED CONCRETE CURB (TO MATCH EXISTING) (±26 LF) PROPOSED UTILITY BOLLARD (PER UTILITY SPEC) (TYP.) ±10'-0" (Typ.) C-6 4 5' - 8 " 17'-0" 8' - 6 " 1C EXISTING UTILITY VAULTS TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) 4'-0" E-3 1 9'-0" (TYP.) TAPER EXISTING CURB 3' - 9 " 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-4 CONSTRUCTION DETAILS I 4' - 0 " MI N . 12 " 0'-6" SCALE:N.T.S. V4 (A2.0) PSU ELEVATION DETAIL V4 SUPERCHARGER CABINET SUPERCHARGER HANDLE V4 SUPERCHARGER POST (TYP.-8) FINISHED GRADE (PARKING SIDE) 12 ' - 0 " M A X 6' - 3 1 3 / 1 6 " 6' - 4 1 / 2 " PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER NATIVE SOIL METAL WIREWAY OFFSET BOLLARD (TYP.) 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE. METAL WIREWAY SHALL MAINTAIN A CROSS SLOPE OF 1-2% AND LONGITUDINAL SLOPE OF 0-5% 0'-6" MIN. OPTIONAL WIFI SUPERKIT 12' LIGHT POLE C-4 5 1 2-3 C-7 V4 SUPERCHARGER CABINET SCALE:N.T.S. V4 (A2.0) PSU SIDE VIEW - BEHIND THE CURB 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE METAL WIREWAY V4 SUPERCHARGER POST OFFSET BOLLARD (TYP.) PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER PSU STEEL WIREWAY FLUSH WITH TOP OF CURB C-4 5 3 12' LIGHT POLE SCALE:N.T.S. V4 (A2.0) PSU PLAN DETAIL ARM BALLAST TRAY (TYP.) V4 SUPERCHARGER POST (TYP.-8) PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER OFFSET BOLLARD (TYP.) V4 SUPERCHARGER CABINET METAL WIREWAY 16'-0 1/4"37'-11 1/4"16'-0 1/4" 32'-8 1/2"32'-8 1/2"4'-6 3/4" 13'-5"5'-7"9'-0"12'-1"5'-7"9'-0"12'-1" 12 " 4' - 3 3 / 4 " 3'-9 3/4" 0'-6" (TYP.) 3'-9 3/4" BALLAST TRAY STIFFENER (TYP.) LIGHTING & WIFI CIRCUITS TO BE ROUTED FROM CABINET'S AC WINDOW & THROUGH THE METAL SKID (TYP.) 3' - 3 3 / 4 " AC/DC CONDUIT WINDOWS IN PSU TO MATCH (OR EXCEED) CABINET'S (SEE DETAIL 5) C-4 5 STRUCTURAL NOTES: SEE CUTSHEETS FOR ADDITIONAL INFORMATION. APPROXIMATE COMPONENT WEIGHTS: ·CABINET = 2,420 LBS ·POST = 198 LBS (EACH) ·LIGHT POLE + WIFI = 150 LBS MAX (EACH) ·(8) POSTS METAL WIREWAY = 5,540 LBS ·TOTAL UNIT WEIGHT: 9,844 LBS ·SUPERCHARGER CABINET, CHARGEPOSTS ARE ANCHORED WITH (4) 5/8'' DIAM. A307 GALV. THRU BOLTS, LIGHT POLES ARE ANCHORED WITH (4) 3/4'' DIAM. A325 GALV. THRU BOLTS. ALL INTO STRUCTURAL FRAMING OF METAL WIREWAY. 2 METAL WIREWAY 5/8" BOLT BALLAST TRAY TO WIREWAY 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE SCALE:N.T.S. V4 (A2.0) PSU ARM BALLAST TRAY DETAIL FINISH GRADE (2) TWO BALLAST TRAY WEIGHT= 2,636 LBS INTERIOR BALLAST (SEE NOTE) NOTE: ·WITH LIGHT POLES: INTERIOR OF BALLAST TRAYS MUST BE FULLY BALLASTED WITH 95% RELATIVE COMPACTED CLASS 2 AGGREGATE (110 PCF MIN.) FOR UP TO 150 MPH (3-SEC. GUST), EXPOSURE C WIND SPEED & Sds = 2.5 SEISMIC ACCELERATION. GAP TO BE FILLED (CONFIRM WITH TESLA C.M.) 4 CONDUIT WINDOW REDUCED TO 6" FROM EDGE OF CABINET WHEN FISHBONE CONFIGURATION + CIP SHALLOW BLOCKS BALLASTING AC CIRCUIT, 4" CONDUIT (TYP.) DC-POST CIRCUIT CONDUCTORS WINDOWS 1' - 5 " 1 1 1 / 1 6 " 9 5 / 1 6 " SCALE:N.T.S. V4 (A2.0) PSU CABINET CONDUIT PLAN NOTES: 1.CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE PRIOR TO COMMENCING CONSTRUCTION AND UTILIZE TEMPLATE WHEN LAYING OUT CABINETS. 2.4" CONDUITS ARE REPRESENTATIVE ONLY AND CAN BE SUBSTITUTED WITH DIRECT BURY WIRE BUNDLES. AC CONDUIT WINDOW DC CONDUIT WINDOW 1.25" SPARE CONDUIT 1.25" COMMUNICATION CONDUIT 12" WIDE HSS TUBE @ BACK OF CABINET IMPEDING CONDUIT STUB UP AREA FOR DETACHED DC POST (IF NEEDED) 6" 2" (TYP.) 1'-1 1/4" (TYP.) 9 3/4"9 3/8" 1'-4"8" 1'-11 3/4" 6" 1'-1 1/4"1'-1 1/4" 1' - 0 3 / 8 " 5 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-5 CONSTRUCTION DETAILS II 3 3/4" 3 3/4" 3 3/4" 3' - 0 " 3 3/8"Ø 2 7/8" 2 1/2" BOLT PATTERN (3) 3/8" DIA SS HILTI KWIK-BOLT TZ2 WITH 2.5" MIN. EMBEDMENT 5' - 0 " M I N . 1' - 3 " 0'-2" 0'-2" SCALE:N.T.S. McCUE MINI REBOUNDING BOLLARD & SIGN 0.41"Ø (TYP.-2) PROPOSED SIGNAGE 2 SCALE:N.T.S. CONCRETE CURB DETAIL NOTES: 1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRIS PROPERLY OFF SITE. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONCRETE TO BE 4000 PSI AIR ENTRAINED CONCRETE. 5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. 7" 6" PROPOSED PAVEMENT R=1-1/2" BATTER 1" ON 6" R=1/4" 20 " PROPOSED 6" CLEAN COMPACTED GRAVEL UNDISTURBED OR COMPACTED FILL CLEAN COMPACTED GRANULAR BACKFILL 6" MATCH EXISTING CONDITIONS 5 12" 18 " SCALE:N.T.S. ACCESSIBLE SIGNAGE DETAIL 1 CD CD SECTION CD-CD 3' - 4 " 5.25"Ø CONCRETE PIER 9C016 - 4" PLASTIC COVER W/ REFLECTIVE TAPE 3' - 6 " 2' - 0 " 10" 3" 3' - 0 " 4" SCALE:N.T.S. McCUE CRASH CORE BOLLARD DETAIL 4"Ø 10"Ø CONCRETE PIER REBAR CAGE PROVIDED BY MANUFACTURER 6 SCALE:N.T.S.3V4 ACCESSIBILITY LAYOUT DETAIL 7ACCESSORY CONCRETE PAD DETAIL SEE CONSTRUCTION PLAN WWF 6X6-W2.9XW2.9 W2.9XW2.9 2" BELOW TOP SURFACE EXISTING GRADE 6" MIN. COMPACTED AGGREGATE BASE, 95% STANDARD PROCTOR 5" MIN. THICK CONC. WALK 4,000 PSI MIN. 28 DAY STRENGTH NOTES: 1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRIS PROPERLY OFF SITE. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONCRETE TO BE 4,000 PSI AIR ENTRAINED CONCRETE. 5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. FINISH GRADE NOTES: 1.48" MAX HEIGHT OF SUPERCHARGER HANDLE AT ACCESSIBLE CHARGE POSTS FROM SURFACE OF VEHICULAR WAY. 2.DETAIL IS SCHEMATIC IN NATURE. CONTRACTOR TO REFERENCE PLAN SHEETS FOR ALL SURFACE GRADING, CURB DIMENSIONS, CHARGER LOCATIONS & REFERENCE CONSTRUCTION DETAILS FOR MATERIAL SPECIFICATIONS. 3.CONTRACTOR TO TRANSITION FROM 2% MAX SLOPE WITHIN THE AREA IN FRONT OF ACCESSIBLE STALL(S) & ACCESS AISLE, TO SLOPE OF EXISTING CURB & PARKING AREA ADJACENT TO THE ACCESSIBLE STALL. TRANSITION SHALL BE DONE IN A MANNER THAT MAINTAINS POSITIVE DRAINAGE AND PREVENTS WATER FROM PONDING IN FRONT OF THE ACCESSIBLE STALL(S) AND ACCESS AISLE. TRANSITION OF PARKING AREA SLOPE SHALL OCCUR GRADUALLY TO AVOID PONDING OF ANY WATER OR DRASTIC GRADE CHANGES WITHIN TRANSITION AREA (5% MAXIMUM GRADE). 4.CONTRACTOR TO SAW CUT CURB/GUTTER AS NEEDED PER PLAN & DISPOSE OF DEBRIS PROPERLY. ACCESSIBLE STALL (2% MAX. IN ALL DIRECTIONS) ACCESSIBLE AISLE (STRIPING TO MATCH EXISTING SITE) PROPOSED CURB (AS SHOWN ON PLANS) (TO MATCH EXISTING) PROPOSED CONCRETE LANDING (SLOPE TOWARD PARKING STALL) (2% MAX SLOPE IN ANY DIRECTION) 2 % ACCESSIBLE STALL (REGRADED TO 2% MAX. IN ALL DIRECTIONS) MATCH LANDING & ASPHALT GRADE 2% MAX. PROPOSED CONCRETE LANDING PROPOSED CONCRETE CURB/GUTTER EXISTING GRADE COMPACTED SUB-GRADE PER DESIGN SECTION 'A-A' EXISTING CONCRETE CURB PROPOSED CURB/PARKING SURFACE TRANSITION AREA (SEE NOTE 3) 2 % A-A 4'-6 " EXISTING CURB CURB PE R P L A N V4 TESLA SUPERCHARGER POST PROPOSED PSU INSTALLED FLUSH WITH PARKING SURFACE McCUE REBOUNDING MINI BOLLARD W/ SIGN POST SCALE:N.T.S. CABLE HANDLE ACCESSIBILITY ATTACHMENT DETAIL NOTE: 1.48" MAX HEIGHT FROM FINISHED PARKING GRADE TO TOP OF LOOP HANDLE AT ACCESSIBLE SUPERCHARGER POST. FINISHED PARKING GRADE V4 TESLA SUPERCHARGER POST LOOP HANDLE ATTACHMENT (OPERABLE PART) 48 " M A X . T O T O P OF L O O P H A N D L E AT T A C H M E N T 4" MAX. 4 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-6 CONSTRUCTION DETAILS III MINIMUM CENTER TO CENTER CONDUIT SPACING SWITCHGEAR TO CABINETS 7.5" O.C. DC (BUSS)7.5" O.C. SCALE:N.T.S. TYP. BURIED CONDUIT TRENCH DETAILS 6 ML YELLOW WARNING TAPE NATIVE SOD 18 " 6" UNDISTURBED SOIL (TYP.) CLEAN GRANULAR BACKFILL, 6" LIFT MAXIMUM, PLATE TAMP (1/2") 95% COMPACTION MIN. NATIVE BACKFILL PE R U T I L I T Y & N E C CONCRETE SIDEWALK (MATCH EXISTING WHERE NEEDED) STONE BED (MATCH EXISTING) Existing Grade 12" 12"2" MAX MILL AND REPLACE WITH BITUMINOUS PAVEMENT SURFACE COURSE, (2") I-5 REPLACE EXISTING BASE WITH BITUMINOUS PAVEMENT BASE COURSE, (4") I-2 6" DENSE GRADED AGGREGATE BASE COURSE NOTES: 1.IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3.CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. 4.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 5.MAINTAIN 12" SEPARATION MIN. BETWEEN AC OR DC CONDUCTORS AND COMMUNICATION CABLES. 6.MAINTAIN 2" SEPARATION MINIMUM BETWEEN OUTER WALLS OF CONDUITS. 7.CONFIRM ALL DEPTHS W/UTILITY & NEC PRIOR TO CONSTRUCTION. T.B.D. 6" MIN PER TABLE HAND TAMPED 1/2" GRANULAR BACKFILL 4" DC POST CONDUIT (TYP.-CLUSTER OF 16 MAX.) 24" MIN 6" MIN 1 2 SWITCHBOARD 5'-0"2'-6"8"12.5 S.F. GRADE SCALE:N.T.S. CONCRETE PAD DETAIL #5 BARS @ 12" O.C.EACH WAY PROPOSED 8 THICK CONCRETE PAD SEE TABLE FOR PAD SIZE 3/4" CHAMFER (TYP.- ALL SIDES) NOTE: 1.SEE CONCRETE NOTES ON SHEET GN-2. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTED CRUSHED STONE FOR CAPILLARY BREAK AND CONSTRUCTION CONTROL UNDER ALL CONCRETE SLABS. CONTRACTOR SHALL IDENTIFY POOR DRAINING SOILS AND PROVIDE ADDITIONAL COMPACTED, WELL GRADED COURSE-GRAINED SOIL BACKFILL TO FROST DEPTH. CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER. 5.SWITCHBOARD ANCHORS SHALL BE: 1/2"Ø HILTI KWIK BOLD TZ2 SS W/ 2-1/2" EFFECTIVE (3" NOMINAL) EMBEDMENT (OR APPROVED EQUIVALENT) (TYP. 4) PROPOSED COMPACTED CLEAN GRAVEL PREPARED SUBGRADE (95% STANDARD PROCTOR) 6" 4" M I N 8 CONCRETE PAD DIMENSIONS PAD TYPE L W t (THICKNESS)AREA 2" CLR 1' MIN. 6" MIN. SHRUB PLANTING 2' MIN. FINISH GRADE UNTIE & FOLD BACK BURLAP 1/3 BALL HEIGHT. SYNTHETIC OR TREATED BURLAP SHALL BE COMPLETELY REMOVED MULCH SHALL BE PLACED ON A 4 MIL. THICK SHEET OF POLYETHYLENE. PUNCH APPROX. 2 HOLES PER SF IN SHEET FOR DRAINAGE 3" MIN. SHREDDED BARK MULCH TURN DOWN OR REMOVE TOP 1/3 OF BURLAP OR POLY WRAPPING BEFORE BACKFILLING 2" SAUCER LIP ALL AROUND UNDISTURBED AND UNCOMPACTED EXISTING MATERIAL LOOSEN HARD SUBSOIL AT BASE OF HOLE W/PICK BACKFILL WITH TOPSOIL MIXTURE TRIM BRANCHES AND FOLIAGE BY 1/3 BY RETAINING NATURAL SHAPE OF SHRUB 3 CATCH BASIN INLET PROTECTION DETAIL NOTES: 1.THIS TEMPORARY PROTECTION FOR EXISTING CATCH BASIN INLETS TO BE REMOVED BY CONTRACTOR AFTER COMPLETION OF WORK. 2.DETAIL SIMILAR FOR ROUND INLET. INSTALLATION DETAIL 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) OVERFLOW SILTSACK DUMP LOOPS (REBAR NOT INCLUDED) EXPANSION RESTRAINT FOAM Existing Grate 4 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-7 ORDER INFORMATION: PRODUCT ID: NF-SLS-100-40-HV-3W-RAL-MPS SCALE:N.T.S.2LIGHT FIXTURE DETAIL ORDER INFORMATION: TPN: 2136148-00-A LIGHT FIXTURE ASSEMBLY-WLL-NTX SCALE:N.T.S.3LIGHT POLE DETAIL CONSTRUCTION DETAILS IV SCALE:N.T.S. LIGHT POLE & ACCESSORIES DETAIL 1 C-4 CABINET SECTION OF METAL SKID WIREWAY WING AND FOLDING SECTIONS OF METAL SKID PROPOSED PSU 12 ' - 0 " MA X 2'-9" 0'-4" MAX. MOTION AND PHOTOCELL SENSOR ACCESS POINT PROPOSED LIGHT POLE PROPOSED LIGHT FIXTURE C-7 3 C-7 2 1-4 03/23/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-1 ELECTRICAL ONE-LINE DIAGRAM UTILITY FAULT CURRENT TRANSFORMER: TBD SECONDARY VOLTAGE: 277/480V SECONDARY FAULT CURRENT: TBD FINAL FAULT CURRENT INFORMATION PROVIDED BY EVERSOURCE XX/XX/XX. BREAKER TRIP SETTINGS 1600A SUPERCHARGER BREAKER: (SCHNEIDER ELECTRIC CAT.#MTZ1) - Ir (LTPU) = 1 - Tr (LT BAND) = 4 - Isd (STPU) = 3 - tsd (ST BAND) = 0.1 - li (INST) = 6 - lg (GROUND PICK UP) = D - tg (GROUND BAND) = 0.3 EXISTING UTILITY VAULT TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) SERVICE ELECTRICAL CIRCUIT SCHEDULE NO:FROM TO CONFIGURATION 1 UTILITY VAULT PROPOSED UTILITY TRANSFORMER (4) 5" PVC SCH. 40 CONDUITS (PER EVERSOURCE STANDARDS) 2 PROPOSED UTILITY TRANSFORMER PROPOSED SERVICE BREAKER (1600AF/1600AT) 100% RATED (TYP.-1) [5 SETS] (3) 750KCMIL AL (THWN-2) & (1) 750KCMIL AL (THWN-2) NEUT (600V RATED) IN 4" PVC/HDPE CONDUIT 3 PROPOSED SERVICE BREAKER (1600AF/1600AT) 100% RATED (TYP.-1) PROPOSED TESLA V4 SUPERCHARGER CABINET (TYP.-1) [5 SETS] (3) 750KCMIL AL (XHHW-2) (1) 350KCMIL AL (XHHW-2) EGC IN 4" PVC/HDPE CONDUIT* 4 PROPOSED TESLA V4 SUPERCHARGER CABINET PROPOSED TESLA V4 CHARGE POST (PSU) (TYP.-8) FACTORY INSTALLED WIRING 5 CONTROLS COMPARTMENT (CRADLEPOINT ROUTER) SUPERCHARGER #1 COMMS COMPARTMENT SHIELDED 600V RATED CAT6 COMM CABLE IN 1" PVC/HDPE CONDUIT* 6 PROPOSED CRADLEPOINT ROUTER PROPOSED ACCESS POINT (TYP.-1) (1) CAT6 COMM CABLE IN 1.25" PVC/HDPE CONDUIT* 7 PROPOSED 15A/1P BREAKER PROPOSED LIGHT FIXTURE (TYP.-2) (2) #12 AWG CU & (1) #12 AWG CU EGC IN 1" PVC/HDPE CONDUIT* * PER UL LISTED HDPE CONDUIT PERMITTED. CONTRACTOR TO CONFIRM W/ TESLA CM ** DIRECT BURIAL CABLE TO TRANSITION IN/OUT OF SUPERCHARGER CABINET AND CHARGE POST THROUGH 4"Ø SLEEVE *** 1000V V4 COMM WIRE TO BE ROUTED W/IN 4" CONDUIT. 1.25" DURALINE CONDUIT CAN BE INSTALLED FOR LONG RUNS (+200FT) UTILITY APPROVED METER MOUNTED TO SWITCHGEAR UTILITY TRANSFORMER 480/277V 3Ø, 4W SECONDARY M1 1600A/3AF 1600A/3AT 100% RATED ERMS NE U T GR N D GFI MANUFACTURER-PROVIDED MAIN BONDING JUMPER PER NEC 250.24(A)(4), 250.28(C), 250.8(A)(7) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3) OR (2) (SEE NOTE 9) #6 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(A) (OPTIONAL) (SEE NOTE 9) #3/0 Cu PER NEC 250.66 GROUNDING ELECTRODE 5/8"x8'-0" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53(A) & 250.68 (OPTIONAL) (SEE NOTE 9) 6'-0" MIN. SERVICE SWITCHBOARD 'SS-TESLA' DISTRIBUTION PROPOSED 1600A SERVICE EQUIPMENT 480/277V, 3Ø, 4W, 65kAIC, NEMA 3R, LOCKABLE PROPOSED ACCESS POINT (TYP.-1) 480-120V, 1Ø, 3KVA XFMR POWER SUPPLY UNIT -24VDC CRADLEPOINT ROUTER/ SWITCH PROPOSED CRADLEPOINT WIFI ANTENNA 3A,1P CB CONTROLS COMPARTMENT 6 ALL WIRING WITHIN CONTROL COMPARTMENT PROVIDED AND INSTALLED BY MANUFACTURER (UNLESS OTHERWISE NOTED) PROPOSED LIGHT FIXTURE (TYP.-2) 2 7 E F G HBCDA SUPERCHARGER CABINET #1 4 COMMS 5 NOTES: 1.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH AND LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ON PHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER). 2.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY COMPANY STANDARDS. 3.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION. 4.DC RUN LENGTH MAXIMUM IS 330' INCLUDING BURIED DEPTH. ANY DC RUN LENGTHS OVER THE MAXIMUM SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF TESLA. 5.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATION. 6.UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATION TO BE INSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONS PRIOR TO CONSTRUCTION. 7.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 8.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUT DURATION OF CONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURES W/OWNER. 9.CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED GROUNDING ELECTRODE PER NEC 250.50. GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. CONTRACTOR TO ADD GROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE IS MET. 10.USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS AN APPROVED ASSEMBLY. TUV CERTIFICATION TO BE PROVIDED AS REQUIRED. SCALE:N.T.S.1SYSTEM ONE-LINE DIAGRAM PROPOSED TESLA PRE-ASSEMBLED SUPERCHARGER UNIT #1 15A 2P 15A 1P 1 3 M 600A, 3P SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-2 SUPERCHARGERS CONTROLS AND LIGHTING APPARENT POWER 998 kVA CONNECTED LOAD 1 CURRENT DEMAND FACTOR DEMAND LOAD COMMENTS 0.45 kVA 998.45 kVA 1201.50 A 1 998 kVA 0.45 kVA CONTINUOUS 100%-RATED MCB *125% CONTINUOUS LOAD CALCULATION TOTAL KVA 1248.1 kVA TOTAL CURRENT 1501.88 A SERVICE SWITCHBOARD 'SS-TESLA' SCHEDULE TRIP AMPSCKT NO.DESCRIPTION kVA 1 2 3 1600SUPERCHARGER #1 332.666 BA C -- -- -- POLE 3 TOTALS APPARENT POWER CURRENT *PER NEC 230.42(A)(1)(EXCEPTION NO. 2): THE SUM OF THE NONCONTINUOUS LOAD AND THE CONTINUOUS LOAD IF THE SERVICE-ENTRANCE CONDUCTORS TERMINATE IN AN OVERCURRENT DEVICE WHERE BOTH THE OVERCURRENT DEVICE AND ITS ASSEMBLY ARE LISTED FOR OPERATION AT 100 PERCENT OF THEIR RATING SHALL BE PERMITTED. 277/480V - 3-PHASE - 4 WIRE - 1600A M.C.B. - 65KAIC 998.45 kVA INTERNAL 332.666 332.666 693.1 A 332.676 kVA 4 5 6 15TESLA CONTROLS -- -- -- 2 0.10 0.10 0.2515SITE LIGHTING 1 AC SUPERCHARGER LENGTHS SUPERCHARGER LINEAR LENGTH BREAKER PANEL TO SUPERCHARGER ESTIMATED LENGTH* 1 10'35' LENGTH OF AC AL WIRE PER CONDUIT**:140' TOTAL NUMBER OF CONDUITS:5 LENGTH OF AC AL WIRE ***:700' TOTAL LENGTH OF AC AL WIRE****:700' TOTAL LENGTH OF EGC*****:70' NOTES: 1. SEE SHEET E-1 FOR WIRE CONFIGURATION. * AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS. ** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X 4 WIRES PER SUPERCHARGER *** LENGTH = LENGTH OF AC AL WIRE PER CONDUIT X # OF CONDUITS **** TOTAL LENGTH = SUM OF AC LENGTHS ***** TOTAL LENGTH OF EGC = LENGTH X # SETS SCALE:N.T.S.1CONDUCTOR LENGTH TABLES 332.676 kVA 332.691 kVA 693.1 A 693.1 A 1201.50 A NOTES: * AC CONDUCTORS 30 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS. AN ADDITIONAL 60' IS ADDED FOR THE REQUIRED 30' AT EITHER END FOR UTILITY CONNECTIONS. **ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X # WIRES PER CONDUIT ***LENGTH OF AL WIRE PER DISCONNECT = ESTIMATED TOTAL LENGTH OF AL WIRE X # WIRE FILLED CONDUIT ELECTRICAL & UTILITY DETAILS I PRIMARY SERVICE LENGTHS LINEAR LENGTH ESTIMATED LENGTH* EXISTING VAULT TO PROPOSED TRANS.270 300' TOTAL LENGTH OF AC AL WIRE**:900' NUMBER OF WIRE FILLED CONDUIT:2 TOTAL LENGTH OF AC AL WIRE***:1800' SECONDARY SERVICE LENGTHS TRANSFORMER TO SWITCHBOARD 10 40' TOTAL LENGTH OF AC AL WIRE**:160' NUMBER OF WIRE SETS:5 TOTAL LENGTH OF AL WIRE***:800' SCALE:N.T.S.3TRANSFORMER PAD SCALE:N.T.S.2TRENCH DETAIL 6"Ø SCH. 40 STEEL PIPE WITH SLIP COVER FILL WITH CONCRETE & CROWN Grade 3' - 0 " TE S L A 4' - 0 " 1'-6" 0' - 3 " 4000 PSI CONCRETE CONCRETE BOLLARD DETAIL NOTES: 1.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 2.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 3.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 4.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. SCOPE OF WORK UTILITY EVERSOURCE CATEGORY ITEMS TESLA UTILITY PRIMARY PRIMARY TRENCHING X INSTALL PRIMARY CONDUIT X INSTALL PULL ROPE X INSTALL PRIMARY FEEDERS X PROVIDE PRIMARY FEEDERS X PROVIDE ROAD CUTS/ROAD BORES (IF NECESSARY)X TRANSFORMER INSTALL TRANSFORMER PAD X PROVIDE TRANSFOMER X INSTALL TRANSFORMER X INSTALL CONNECTIONS-PRIMARY X INSTALL CONNECTIONS-SECONDARY X SWITCHBOARD PROVIDE METER X INSTALL METER X LAND SECONDARY FEEDERS X SECONDARY SECONDARY TRENCHING X INSTALL SECONDARY CONDUIT X INSTALL PULL ROPE X PROVIDE SECONDARY FEEDERS X INSTALL SECONDARY FEEDERS X PROVIDE ROAD CUTS/ROAD BORES (IF NECESSARY)X PAVEMENT REPLACEMENT (IF NECESSARY)X SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-3 ELECTRICAL & UTILITY DETAILS II SCALE:N.T.S.11600A MCB SWITCHBOARD NOTES: 1.CONTRACTOR SHALL CONFIRM FINAL SWITCHBOARD SPECIFICATIONS WITH UTILITY COMPANY PRIOR TO ORDERING. 2.CONTRACTOR SHALL COORDINATE ORIENTATION OF INCOMING CT SECTION AND DISTRIBUTION SECTION PRIOR TO ORDERING. 3.CONTRACTOR SHALL COORDINATE FINAL STUB-UP LOCATIONS THROUGH CONCRETE PAD WITH SPECIFICATIONS OF SWITCHBOARD THAT IS BEING ORDERED. SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-4 ARCH FLASH LABELS SCALE:N.T.S.1ARCH FLASH LABELS SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 G-1 GROUNDING SCHEMATIC & DETAILS CADWELD CONNECTIONS (OR APPROVED EQUAL) BURNDY CONNECTIONS (OR APPROVED EQUAL) PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL TYPE PT THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS "C" CONNECTOR HYPRESS TYPE YGHC BOND JUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 COPPER LUGS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 SCALE:N.T.S.2GROUND CONNECTION DETAILS GRADE 3CONCRETE ENCASED ELECTRODE DETAIL PROPOSED CONCRETE PAD #3/0 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR NON-METALLIC PROTECTIVE SLEEVE LISTED CONNECTION SCALE: N.T.S. SEE NOTE 1 NOTE: 1.REBAR BONDED TOGETHER WITH STEEL TIE WIRES. NEUT GR N D MAIN BREAKER 1V4 GROUNDING SCHEMATIC #3/0 Cu PER NEC 250.66 MANUFACTURER-PROVIDED MAIN BONDING JUMPER PER NEC 250.24(A)(4), 250.28(C), 250.8(A)(7) 350 KCMIL AL EGC (PER NEC 250.64(A)(2)) PROPOSED 4" UNDERGROUND CONDUIT (TYP.) FACTORY INSTALLED GROUND BAR (TYP.) SCALE: N.T.S. GROUND LUG TERMINATION DETAIL V4 TESLA CHARGE POST (TYP.) VEHICLE CONNECTOR (TYP.) CHASSIS MOUNT GROUND BAR (TYP.) 2/0 AWG CU EGC (CONTRACTOR PROVIDED LUG) (TYP.) V4 TESLA SUPERCHARGER (TYP.) 350MCM AL EGC (PER NEC 250.64(A)(2)) 2/0 AWG CU EGC (PER NEC 250.64(A)(2)) (TYP.-EACH CHARGE POST) A B C D E F G H 2/0 AWG CU EGC (PER NEC 250.64(A)(2)) (TYP.) 350 EGC (PER NEC 250.64(A)(2)) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3) OR (2) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(A) GROUNDING ELECTRODE 5/8"x8'-0" WITH 12" MIN. DEPTH COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53(A) & 250.68 6'-0" MIN. SYSTEM GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. ADD ADDITIONAL GROUND RODS AS NEEDED TO SYSTEM UNTIL RESISTANCE IS MET. COORDINATE WITH VENDOR FOR REQUIRED SYSTEM GROUNDING RESISTANCE BEYOND 25Ω PROPOSED PRE-ASSEMBLED SUPERCHARGER UNIT PLANNING DEPARTMENT CERTIFIED MAIL #7011 1570 0000 6332 7515 March 23.2026 Dr.Maria W.Cruz Town Clerk Town 0f Manchester 41 Center Street Manchester,CT 06045 Dear Drt Cruz: Re:Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning &Zoning Commission applications that could affect the abutting town,we hereby notify you ot‘the application #26—08P.submitted by Teslar c/o Eric Noseworthy. The applicant requests a site plan modification to add EV chargers into an existing parking area at the Target store,on property located at 125 Buckland Hills Drive.GD zone.The application materials can be viewed at https /my“southwindsor— ct.govl'plaiming—depanmcnt pages,plauning-and—zohing—commission—applicationsunderPendingApplications. This application is to be officially received by the Planning &Zoning Commission on March 24,2026.The applicant has requested staffapproval in accordance with Section 8.5.E ofthe South Windsor zoning regulations. lfyou have any questions.please feel free to contact the Planning Department at (860)644—251 1.ext.2252. Very truly yours.age Michele M.Lipe.AICP Director of Planning MML/js cc:Renata Bertotti.AICP.CCMO.Deputy Director of Planning.Manchester Katie Williford,Administrative Secretary.Manchester Planning and Economic Development Department 1540 Sullivan Avenue,South Windsnr,CT EED74 i Tel (850)544-2511 Ext 2320 l Planning@SDu1hWindsur-DT.guv PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: March 23, 2026 TO: Michael Maniscalco, Walter Summers, Molly Keays, Tory Sidoti, Marco Mucciacciaro, Trishanna Branford, Kevin Cooney, Tony Manfre, Autum Herzog, Dave Turkington, Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson, Jacob Plona, Mary Huda FROM: Michele Lipe, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl. 26-08P, Tesla EV Chargers at Target Store Location: 125 Buckland Hills Drive Site Plan Subdivision No. Acres 12.89 Zone BGD Industrial Commercial Residential No. Lots/Units Water: Public Private Well Sewerage: Public Septic System Installation of EV Chargers in an existing parking area Project Description: Future Town-owned property involved? Yes No new street(s) new detention area new open space/recreation area active passive Planning Department notes: Visit https://www.southwindsor-ct.gov/planning-department/pages/planning-and-zoning- commission-applications to review pending applications Please comment by 4/1/2026 and return to the Planning Department. Engineering Department Town Hall, 1540 Sullivan Avenue, South Windsor, CT 06074 | Tel (860) 644-2511 Ext 2245 | Fax (860) 644-7280 Please note that messages to and from the Town of South Windsor may be subject to public release in accordance with applicable laws. MEMO DATE: April 13, 2026 FROM: Tory D. Sidoti, P.E., Town Engineer TO: Ted Crawford, P.E. SUBJECT: 125 Buckland Hills Drive (Target – Tesla Superchargers) The following are the Engineering Department comments: Site Plan and Construction Details Comments 1. Please clarify if the pavement section used for the “Buried Conduit Trench” detail will be the same for the pavement repair work required for the curb and flush concrete pad. If you have any questions, please feel free to contact me. Thank you, © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS TRT ID: 461214 SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 T-1 TITLE SHEET SITE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE TESLA REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. N N SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CONTRACTOR NOTE AERIAL MAP LOCATION MAP CALL BEFORE YOU DIG BEFORE SCALING SITE UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER 811 OR 1-800-922-4455 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: 2022 CONNECTICUT STATE BUILDING CODE BASED ON AMENDED VERSIONS OF THE FOLLOWING CODES: 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL EXISTING BUILDING CODE (IBC) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2020 NATIONAL ELECTRICAL CODE (NEC) IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND SEALED SET OF DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. ·INSTALL (1) PAD MOUNTED UTILITY TRANSFORMER ·INSTALL (1) 1600A 'EV-1' MCB SWITCHBOARD ·INSTALL (1) TESLA V4 (A2.0) PRE-ASSEMBLED SUPERCHARGER UNIT, WITH (1) SUPERCHARGER CABINET & (8) CHARGE POSTS ·INSTALL (2) LIGHT POLES ·INSTALL LANDSCAPING AND PLANTINGS PERMITTING JURISDICTION: TOWN OF SOUTH WINDSOR PARCEL: 1137/0111 ZONE: GD GATEWAY DEVELOPMENT PROPOSED TESLA EV SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 PROPERTY OWNER: TARGET CORPORATION PO BOX 9456 Minneapolis, MN 55440 PARCEL ID: PARCEL ID: 1517935 POWER COMPANY: EVERSOURCE CONTACT: ROBERT FERGUSON PHONE: 860-280-2355 EMAIL: ROBERT.FERGUSON@EVERSOURCE.COM WORK ORDER: 21698270 COUNTY: HARTFORD COUNTY LATITUDE*: 41° 48' 34.70" N LONGITUDE*: 72° 32' 57.05" W *BASED ON GOOGLE EARTH CONTACT ENGINEER: TED CRAWFORD, P.E. DEWBERRY ENGINEERS INC. (617) 531-0814 drevette@Dewberry.com SHT. NO.SHEET TITLE T-1 TITLE SHEET GN-1 GENERAL NOTES I GN-2 GENERAL NOTES II C-1 DETAILED SITE PLAN C-2 EXISTING CONDITIONS PLAN C-3 EQUIPMENT/PARKING PLAN C-4 CONSTRUCTION DETAILS I C-5 CONSTRUCTION DETAILS II C-6 CONSTRUCTION DETAILS III C-7 CONSTRUCTION DETAILS IV E-1 ELECTRICAL ONE-LINE DIAGRAM E-2 ELECTRICAL & UTILITY DETAILS I E-3 ELECTRICAL & UTILITY DETAILS II E-4 ARCH FLASH LABELS G-1 GROUNDING SCHEMATIC & DETAILS 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 GN-1 GENERAL NOTES I GENERAL NOTES: 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR(s) OR SUB-CONTRACTOR(s) - CIVIL CONTRACTOR AND/OR ELECTRICIAN CONTRACTOR PROJECT OWNER/CONSTRUCTION MANAGER - TESLA PROJECT HOST - LEGAL PROPERTY OWNER ENGINEER - DEWBERRY ENGINEERS INC. 2.PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF PROJECT OWNER PRIOR TO THE COMMENCEMENT OF WORK. 3.ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4.ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5.UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE INSTALLATION AS INDICATED ON THE DRAWINGS FOR A FULLY FUNCTIONAL CHARGING STATION AND COMPLETE PROJECT. 6.THE SUB-CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 7.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON DRAWINGS, THE GENERAL CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE PROJECT ENGINEER. ONLY WRITTEN APPROVALS SHALL BE DEEMED TO CONFIRM ANY SUCH CHANGES AS BEING APPROVED. 8.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT UNIQUE JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK. 9.THE GENERAL CONTRACTOR SHALL REVIEW ROUTING OF CONDUIT, POWER AND GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING PLAN DRAWING. THE GENERAL CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER AND PROJECT HOST. 10.INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE PROJECT HOST. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 11.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF GENERAL CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY. 12.APPLICABLE BUILDING CODES: THE GENERAL CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. THE GENERAL CONTRACTOR WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION 13.FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 14.THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 15.THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER GENERAL CONTRACTOR(S) AND/OR SUB-CONTRACTOR(S). 16.CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 17.THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND GENERAL CONTRACTOR(S) AND/OR SUB-CONTRACTOR(S) TO THE SITE AND/OR BUILDING. 18.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19.THE GENERAL CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 20.THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE PROJECT HOST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 21.THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 22.THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 23.ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE PROJECT OWNER AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 24.GENERAL CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES AND ALL SPECIFIED CLOSE-OUT DOCUMENTATION TO THE PROJECT OWNER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 25.THE GENERAL CONTRACTOR SHALL LEAVE THE WORK AREA AND SURROUNDING PREMISES IN A CLEAN CONDITION. 26.THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 27.NO TRASH CORRAL/SOLID WASTE STORAGE AREA IS TO BE INSTALLED AS PART OF PROJECT. SITE WORK NOTES: PART 1 - GENERAL 1.1 REFERENCES: A.DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B.AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) C.ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). D.OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A.FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LAB. THIS WORK IS TO BE COORDINATED BY THE GENERAL CONTRACTOR. B.ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE GENERAL CONTRACTOR(S) RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A.PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. B.AVOID DAMAGE AND TAKE PROTECTIVE MEASURES TO THE SITE AND TO EXISTING FACILITIES, IMPROVEMENTS, STRUCTURES, PAVEMENTS, CURBS, AND LANDSCAPING DESIGNATED TO REMAIN. ANY DAMAGED PART SHALL BE REPAIRED AT SUB-CONTRACTOR(S) EXPENSE TO THE SATISFACTION OF THE PROJECT HOST. C.KEEP SITE FREE OF ALL PONDING OR STANDING WATER. D.PROVIDE EROSION CONTROL MEASURES, IF REQUIRED, SHALL BE IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E.PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED 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 BY THE SUB-CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE GENERAL CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. G.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE PROJECT OWNER AND/OR LOCAL UTILITIES. H.EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE PROJECT HOST OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE PROJECT HOST AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. I.PROVIDE A MINIMUM 48-HOUR NOTICE TO THE PROJECT HOST AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. J.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 ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. K.THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS, RUBBISH, DEBRIS, STUMPS, STICKS, AND STONES. L.THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH DEBRIS FROM THE SITE ON A DAILY BASIS. M.CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT TREES, VEGETATION, AND ROOT SYSTEMS DURING CONSTRUCTION. N.CONTRACTOR TO COORDINATE POST CONSTRUCTION LANDSCAPING FINISHES WITH OWNER AND TESLA. PART 2 - PRODUCTS 2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION: SIEVE SIZE TOTAL PERCENT PASSING 1-1/2 INCH 100 1 INCH 75 TO 100 3/4 INCH 80 TO 100 3/8 INCH 35 TO 75 NO. 4 30 TO 60 NO. 30 7 TO 30 NO. 200 3 TO 15 2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE OR SW-SM). 2.3 ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS SHALL BE SELECT STRUCTURAL FILL MEETING THE GRADATION AND SOUNDNESS REQUIREMENTS IN ACCORDANCE WITH THE FOLLOWING: SIEVE SIZE TOTAL PERCENT PASSING 4 INCH 100 NO.40 0 TO 70 NO.200 0 TO 40 2.4 MATERIALS SHALL BE SUBSTANTIALLY FREE OF SHALE OR OTHER SOFT, POOR DURABILITY PARTICLES. IF TESTING IS ELECTED BY PROJECT OWNER, MATERIAL WITH A MAGNESIUM SULFATE SOUNDNESS LOSS EXCEEDING 30% WILL BE REJECTED. 2.5 COARSE AGGREGATE FOR SUBBASE COURSE SHALL CONFORM TO ASTM D2940. 2.6 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE ENGINEER. TYPICALLY THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. PART 3 - EXECUTION 3.1 GENERAL: A.BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF A RAIN EVENT, NO SEDIMENT WILL LEAVE THE WORK SITE. B.BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C.CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D.REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E.REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR UNDESIRABLE MATERIALS. F . EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH GRANULAR FILL. G.REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. H.PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I.SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. J.DURING EXCAVATION, THE SUB-CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. K.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 3.2 BACKFILL: 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 SPECIFIED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. B.PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW, OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. D.BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 12-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12-INCHES IN LOOSE DEPTH AND COMPACTED. E.THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698. F.WHENEVER THE DENSITY TESTING INDICATES THAT THE SUB-CONTRACTOR(S) HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE SUB-CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. G.THE SUB-CONTRACTOR SHALL OBTAIN GRAB SAMPLES OF SUFFICIENT QUANTITY TO PROVIDE TO LAB FOR PURPOSE OF DETERMINING MAX DRY DENSITY. ALL LOOSE AND/OR ORGANIC MATERIAL SHALL BE REMOVED PRIOR TO PREPARATION OF THE AREA FOR PLACEMENT OF STRUCTURAL BACKFILL. OVERALL PLAN AREA OF WORK SHALL EXTEND 3'-0" MINIMUM BEYOND THE FINAL DIMENSIONS. H.SCARIFY THE EXISTING SOILS TO A DEPTH OF 6" AND RE-COMPACT USING A VIBRATING PLATE OR TAMPER, ANY SOFT AREAS SHALL BE OVEREXCAVATED 12" AND BACKFILLED WITH MATERIALS AND COMPACTION REQUIREMENTS SHOWN ON THE DRAWINGS. I.PLACEMENT AND COMPACTION OF STRUCTURAL BACKFILL AND SUBBASE SHALL BE IN 12" LIFTS. EXCAVATE FOR THE FOOTING EDGE AS SHOWN ON THE DRAWINGS. 3.3 TRENCHING EXCAVATION: J.UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. K.EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. L.WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR MATERIAL. 3.4 TRENCHING BACKFILL: A.PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B.NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF BACKFILLING. C.CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D.PLACE GRANULAR BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS AND HAUNCHES. E.PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F.ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 12-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G.COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS ESTABLISHED BY THE STANDARD PROCTOR TEST, ASTM D 698. H.PER LOCAL REGULATORY AUTHORITY AND AS APPLICABLE, ALL TRENCHES IN PUBLIC RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 3.5 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. GRADING SHALL MATCH SURROUNDING TOPOGRAPHY AND STRUCTURES. B.UTILIZE GRANULAR FILL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C.REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL OR BETTER CONDITION. D.AREAS OF THE PROJECT HOST'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR PARKING/DRIVING AREAS SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. 3.6 ASPHALT PAVING ROAD: A.AASHTO B.STATE SPECIFIC ASPHALT SPECIFICATIONS FOR HIGHWAYS C.THE SUB-CONTRACTOR IS RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE SPECIFIED. 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 GN-2 GENERAL NOTES II REINFORCED CONCRETE NOTES: 1.DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2.DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB SITE. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3.ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS (UNLESS OTHERWISE NOTED). ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 4.MAXIMUM AGGREGATE SIZE SHALL BE 3/4". 5.THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT:ASTM C 150, TYPE I REINFORCEMENT:ASTM A 615, GRADE 60 NORMAL WEIGHT AGGREGATE:ASTM C 33 WATER:DRINKABLE ADMIXTURES:NON-CHLORIDE CONTAINING 6.REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH "DETAILING MANUAL-2004 PUBLICATION SP-66" AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI-318-08. 7.REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B"; ALL HOOKS SHALL BE STANDARD, UNO. 8.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH:3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1-1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN. WEATHER OR NOT CAST AGAINST THE GROUND: BEAMS AND COLUMNS 1-1/2 IN. 9.A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10.INSTALLATION OF CONCRETE ANCHOR, SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 11.CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12.ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. 13.DO NOT WELD OR TACKWELD REINFORCING STEEL. 14.ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15.LOCATE ADDITIONAL EXPANSION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 17.PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 18.DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 19.DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20.MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 21.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. 22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. ELECTRICAL NOTES: 1.THE GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS. ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, SUB-CONTRACTOR SHALL NOTIFY THE PROJECT HOST AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE PROJECT HOST HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2.THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE SUB-CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE THE SUBCONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A.UL - UNDERWRITERS LABORATORIES B.NEC - NATIONAL ELECTRICAL CODE C.NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D.OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION E.SBC - STANDARD BUILDING CODE F.NFPA - NATIONAL FIRE PROTECTION ASSOCIATION 4.DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH ENGINEER ANY SIZES AND LOCATIONS WHEN NEEDED. 5.EXISTING SERVICES: THE GENERAL CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE PROJECT HOST. 6.THE GENERAL CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. THE GENERAL CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7.THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL, UNLESS OTHERWISE SPECIFIED BY CONSTRUCTION MANAGER OR BY PROJECT DEVELOPER. 8.THE GENERAL CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE PROJECT HOST'S CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9.CONDUCTORS: THE CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. 10.ALL (THWN-2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 11.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS 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 ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. SUB-CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. 13.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL SUB-CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY THE CONSTRUCTION MANGER. 14.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15.THE GENERAL CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16.THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17.ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18.MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 19.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 20.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE CONTRACTOR(S) RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE CONSTRUCTION MANAGER UPON FINAL ACCEPTANCE. 21.THE SUBCONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. 22.DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 23.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY IDEAL INDUSTRIAL INC. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 24.ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED STEEL UNLESS SPECIFIED OTHERWISE. RACEWAYS: ALL CONDUITS SHALL BE SCHEDULE 40 EMT MEETING OR EXCEEDING NEMA TC2 - 1990 UNLESS SPECIFIED OTHERWISE. THE SUB-CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. EMT CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 25.SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 26.CONNECTORS FOR POWER CONDUCTORS: SUB-CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 27.THE SUB-CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC". 28.WHEN DIRECTIONAL BORING IS REQUIRED, SUB-CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 29.ALL BOLTS SHALL BE STAINLESS STEEL. 30.ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR SHOULD BE NEW AND UNUSED. 31.PER NEC 625.22 - THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICAL EQUIPMENT (SUPERCHARGER CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE WITH THE TESLA VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING. VOLTAGE IS THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IF AT ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OF MILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS DETECTED, THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR OVER-VOLTAGE WITHIN EACH OF THE CHARGERS. BEYOND THAT, FAST ACTING FUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. TRAFFIC MANAGEMENT NOTES: 1.ALL TEMPORARY CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS. 2.ALL SIGN LEGENDS, BORDERS, AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD. 3.TEMPORARY CONSTRUCTION SIGNING AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF ANY WORK. 4.TEMPORARY CONSTRUCTION SIGNING, BARRICADES, AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE N0T REQUIRED FOR CONTROL OF TRAFFIC. 5.SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY, CHANNELIZING DEVICES, BARRIERS, AND CRASH ATTENUATORS MUST PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES" AND/OR "MANUAL FOR ASSESSING SAFETY HARDWARE" (MASH). 6.CONTRACTORS SHALL NOTIFY THE OWNER AND ALL TENANTS OF THIS PROPERTY AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY PAVEMENT PLACEMENT, AND SIMILAR OPERATIONS. 7.THE FIRST FIVE PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH TYPE A LIGHTS. 8.MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH. 9.MINIMUM LANE WIDTH IS TO BE 11 FEET (3.3m) UNLESS OTHERWISE SHOWN. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE OF DRUMS OR MEDIAN BARRIER. 10.EXISTING PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES THROUGH A COMBINATION OF PEDESTRIAN DETOURS OR PROTECTED SAFE ROUTES. ALL PEDESTRIAN ROUTES SHALL MEET APPLICABLE ACCESSIBILITY REQUIREMENTS. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION AT THIS LOCATION. THE CONTRACTOR SHALL INSTALL TEMPORARY TRAFFIC SIGNS, DRUMS, CONES, OR OTHER TRAFFIC CONTROL DEVICES TO DIRECT VEHICLES AND PEDESTRIANS AROUND THE WORK ZONE. HORIZONTAL DIRECT DRILLING NOTES: 1.THE WORK SPECIFIED IN THIS SECTION CONSISTS OF FURNISHING AND INSTALLING UNDERGROUND UTILITIES USING THE DIRECTIONAL BORING (HORIZONTAL DIRECTIONAL DRILLING, HDD) METHOD OF INSTALLATION, ALSO COMMONLY REFERRED TO AS GUIDED HORIZONTAL BORING. THIS WORK SHALL INCLUDE ALL SERVICES, EQUIPMENT, MATERIALS, AND LABOR FOR THE COMPLETE AND PROPER INSTALLATION, TESTING, RESTORATION OF UNDERGROUND UTILITIES AND ENVIRONMENTAL PROTECTION AND RESTORATION. 2.WORK PLAN: PRIOR TO BEGINNING WORK, THE CONTRACTOR MUST SUBMIT TO THE ENGINEER A GENERAL WORK PLAN OUTLINING THE PROCEDURE AND SCHEDULE TO BE USED TO EXECUTE THE PROJECT. PLAN SHOULD DOCUMENT THE THOUGHTFUL PLANNING REQUIRED TO SUCCESSFULLY COMPLETE THE PROJECT. 3.ENVIRONMENTAL PROTECTION: CONTRACTOR SHALL PLACE SILT FENCE BETWEEN ALL BORING OPERATIONS AND ANY DRAINAGE, WETLAND, WATERWAY OR OTHER AREA DESIGNATED FOR SUCH PROTECTION BY CONTRACT DOCUMENTS, STATE, FEDERAL AND LOCAL REGULATIONS. ADDITIONAL ENVIRONMENTAL PROTECTION NECESSARY TO CONTAIN ANY HYDRAULIC OR BORING FLUID SPILLS SHALL BE PUT IN PLACE, INCLUDING BERMS, LINERS, TURBIDITY CURTAINS AND OTHER MEASURES. CONTRACTOR SHALL ADHERE TO ALL APPLICABLE ENVIRONMENTAL REGULATIONS. FUEL OR OIL MAY NOT BE STORED IN BULK CONTAINERS WITHIN 200’ OF ANY WATER-BODY OR WET-LAND. 4.UTILITY LOCATES: CONTRACTOR SHALL NOTIFY ALL COMPANIES WITH UNDERGROUND UTILITIES IN THE WORK AREA VIA THE STATE OR LOCAL “ONE-CALL” TO OBTAIN UTILITY LOCATES. ONCE THE UTILITIES HAVE BEEN LOCATED CONTRACTOR SHALL PHYSICALLY IDENTIFY THE EXACT LOCATION OF THE UTILITIES BY VACUUM OR HAND EXCAVATION, WHEN POSSIBLE, IN ORDER TO DETERMINE THE ACTUAL LOCATION AND PATH OF ANY UNDERGROUND UTILITIES WHICH MIGHT BE WITHIN 20 FEET OF THE BORE PATH. CONTRACTOR SHALL NOT COMMENCE BORING OPERATIONS UNTIL THE LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA HAVE BEEN VERIFIED. 5.SAFETY: CONTRACTOR SHALL ADHERE TO ALL APPLICABLE STATE, FEDERAL AND LOCAL SAFETY REGULATIONS AND ALL OPERATIONS SHALL BE CONDUCTED IN A SAFE MANNER. SAFETY MEETINGS SHALL BE CONDUCTED AT LEAST WEEKLY WITH A WRITTEN RECORD OF ATTENDANCE AND TOPIC SUBMITTED TO ENGINEER. 6.SITE RESTORATION: FOLLOWING BORING OPERATIONS, CONTRACTOR WILL DE-MOBILIZE EQUIPMENT AND RESTORE THE WORK-SITE TO ORIGINAL CONDITION. ALL EXCAVATIONS WILL BE BACKFILLED AND COMPACTED TO 95% OF ORIGINAL DENSITY. LANDSCAPING WILL BE RESTORED TO ORIGINAL. 7.RECORD KEEPING: CONTRACTOR SHALL MAINTAIN A DAILY PROJECT LOG OF BORING OPERATIONS AND A GUIDANCE SYSTEM LOG WITH A COPY GIVEN TO ENGINEER AT COMPLETION OF PROJECT. AS-BUILT DRAWINGS SHALL BE CERTIFIED AS TO ACCURACY BY CONTRACTOR. 05/13/2026 SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L W L W L WL WL WL WL WL WL WL WL WL WL WL W L DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G DRIVE U P DRIVE U P DRIVE U P DRIVE U P NO PARK I N G NO PARK I N G SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD S D S D NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. 7.CONTRACTOR TO REFRESH PAVEMENT MARKINGS ON ACCESS ROAD EXTENDING FROM BUCKLAND HILLS DRIVE. WORK TO BE COORDINATED BETWEEN TESLA CONSTRUCTION MANAGER, CONTRACTOR AND TOWN OF SOUTH WINDSOR. SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-1 DETAILED SITE PLAN SCALE:1"=40' FOR 11"x17" 1"=20' FOR 22"x34" 20'0'40' 1DETAILED SITE PLAN C-2 1 C-3 1 234 235 23 6 2 3 5 2 3 4 2 3 3 23 2 23 3 2 3 3 232 2 3 3 2 3 4 233 233 234 234 234 2 3 4 23 4 234 234 2 3 3 23 2 23 1 231 2 3 4 2 3 3 235 23 4 23 3 233 234 234 1 STORY MASONRY BUILDING "TARGET" BUCKL A N D H I L L S D R I V E (VARIA B L E W I D T H R I G H T O F W A Y ) (ASPH A L T R O A D W A Y ) (TWO W A Y T R A F F I C ) APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 MUNIC I P A L L I N E TOWN O F S O U T H W I N D S O R TOWN O F M A N C H E S T E R WATERLINE EASEMENT D.B. 1196 PG. 265 WATERLINE EASEMENT D.B. 1196 PG. 265 CONSTRUCTION EASEMENT D.B. 1137 PG. 21 Approximate Location Of Existing Underground Electric Line (Typ.) Approximate Location Of Existing Underground Gas Line (Typ.) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (Typ.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Fire Hydrant (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) PROPOSED PRIMARY CONDUITS (4) 5" PVC CONCRETE ENCASED (TO BE CONFIRMED BY UTILITY) ROUTED UNDERGROUND FROM TRANSFORMER TO EXISTING UTILITY VAULT (±340 LF) (PENDING UTILITY DESIGN) EXISTING UTILITY VAULTS TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) *PROPOSED/ EXISTING ZONING DATA TAKEN FROM AVAILABLE MAPPING. THE PROPOSED ELECTRIC VEHICLE CHARGERS DO NOT IMPACT THE ZONING DATA. ZONING DATA TABLE - GATEWAY DEVELOPMENT (GD) DESCRIPTION REQUIRED PROPOSED/ EXISTING*NOTES AREA (ACRES)3 12.89 EXISTING-NO CHANGE FRONTAGE (FT)200 ±1,020 EXISTING-NO CHANGE DEPTH (FT)200 ±470 EXISTING-NO CHANGE FRONT YARD (FT)65 ±40 EXISTING-NO CHANGE REAR YARD (FT)10 ±85 EXISTING-NO CHANGE SIDE YARD (FT)25 ±450 EXISTING-NO CHANGE STORIES 4 1 EXISTING-NO CHANGE IMPERVIOUS COVERGE 60 ±65%EXISTING-NO CHANGE LOT COVERAGE N/A N/A HEIGHT (FT)60 30 EXISTING-NO CHANGE PAVEMENT MARKINGS TO BE RE-STRIPED (SEE NOTE 7) 05/13/2026 SD SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-2 EXISTING CONDITIONS PLAN SCALE:1"=20' FOR 11"x17" 1"=10' FOR 22"x34" 10'0'20' 1EXISTING CONDITIONS PLAN ±2 5 ' - 8 " (T y p . ) Existing Parking Striping (TO BE MODIFIED) Existing Tree (TO BE REMOVED) (TYP.-3) 2 3 3 232 2 3 3 23 3 232 2 3 3 2 3 4 234 233 233 APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 WATERLINE EASEMENT D.B. 1196 PG. 265 Approximate Location Of Existing Underground Electric Line (Typ.) (SEE NOTE 3) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (SEE NOTE 5) (TYP.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) (SEE NOTE 3) Existing Wheel Cart Storage Area (Typ.) ±10'-0" (Typ.) ±1 7 ' - 6 " (T y p . ) 23 4 Existing Landscape Area (TOP SOIL TO BE REMOVED) (±300 SF) Existing Concrete Curb (TO BE REMOVED) (±11 LF) 80'-0" 5' - 7 " 17'-0" C-6 5 37'-9" 17'-8" Existing Eversource Vault Existing Eversource Vault Existing Tree (TO REMAIN) NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. 7.CONTRACTOR TO REFRESH PAVEMENT MARKINGS ON ACCESS ROAD EXTENDING FROM BUCKLAND HILLS DRIVE. WORK TO BE COORDINATED BETWEEN TESLA CONSTRUCTION MANAGER, CONTRACTOR AND TOWN OF SOUTH WINDSOR. 05/13/2026 SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD W L W L W L W L W L W L SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-3 EQUIPMENT/PARKING PLAN SCALE:1"=20' FOR 11"x17" 1"=10' FOR 22"x34" 10'0'20' 1EQUIPMENT/PARKING PLAN LEGEND TESLA 'STAR POINT' SUPERCHARGER TESLA 'STAR CENTER' SUPERCHARGER TESLA LEVEL 3 CHARGE POST TESLA CHARGE CABLE TERMINUS 1 1 1A PARKING STALL SCHEDULE DESCRIPTION QUANTITY EXISTING STALLS (TO BE MODIFIED)12 PROPOSED TESLA STALLS 8 NET PARKING STALL CHANGE -1 PROPOSED MCCUE MINI REBOUNDING BOLLARD W/ GRAY SLIP COVER AND ACCESSIBLE SIGNAGE (STALL 1H ONLY) PROPOSED CONCRETE PAD (±70 SF) (TO BE SET FLUSH WITH ASPHALT AND SLOPED 2% MAX TOWARDS NEAREST STORM DRAIN) 11'-0" PROPOSED TESLA SUPERCHARGER POST MOUNTED ON PSU (TYP.-8) PROPOSED McCUE MINI REBOUNDING BOLLARD W/ GRAY SLIP COVER (TYP.-6) 9'-0" (TYP.) PROPOSED ACCESS POINT MOUNTED TO LIGHT POLE POLE (MOUNT PER MANUFACTURER SPEC) PROPOSED TESLA V4 (A2.0) PRE-ASSEMBLED SUPERCHARGER UNIT (PSU) (TYP.-1) PROPOSED ACCESSIBLE STALL & ACCESS AISLE (SEE NOTE 6) 1A1B1D1E1F1G1H 18 ' - 0 " (T Y P . ) ±2 5 ' - 1 " (T Y P . ) 5'-0" PROPOSED PAD MOUNTED UTILITY TRANSFORMER (PER UTILITY SPEC) PROPOSED 1600A EV-2 MCB SWITCHBOARD MOUNTED ON CONCRETE PAD PROPOSED SECONDARY SERVICE LATERAL CONDUITS ROUTED UNDERGROUND FROM PROPOSED TRANSFORMER TO PROPOSED SWITCHBOARD PROPOSED CONDUITS ROUTED UNDERGROUND FROM SWITCHBOARD TO V4 CABINET MOUNTED TO PSU (±15 LF) 2 3 3 232 2 3 3 2 3 3 232 2 3 3 2 3 4 234 233 233 APN 18-5 N/F LANDS OF TARGET CORPORATION D.B. 1137 PG. 111 WAT E R L I N E E A S E M E N T D.B . 1 1 9 6 P G . 2 6 5 Approximate Location Of Existing Underground Electric Line (Typ.) (SEE NOTE 3) Approximate Location Of Existing Underground Gas Line (Typ.) (SEE NOTE 3 & 4) Existing Concrete Curb (Typ.) Existing Tree (Typ.) Existing Storm Drain Inlet (SEE NOTE 5) (TYP.) Approximate Location Of Existing Underground Water Line (Typ.) Existing Light Post (Typ.) Approximate Location Of Existing Underground Storm Line (Typ.) (SEE NOTE 3) Existing Wheel Cart Storage Area (Typ.) ±10'-6" ±1 7 ' - 6 " (T y p . ) PROPOSED PRIMARY CONDUITS ROUTED UNDERGROUND FROM TRANSFORMER TO EXISTING UTILITY VAULT (±270 LF) CONCRETE ENCASEMENT (TO BE CONFIRMED BY UTILITY) (PENDING UTILITY DESIGN) PROPOSED LIGHT POLE MOUNTED ON PSU (TYP.-2) PROPOSED ARBORVITAE (TYP.) E-2 2 C-5 7 C-5 1-4 C-5 2 C-7 2-3 E-2 3 C-6 4 C-6 1 C-4 1-4 C-7 1 PROPOSED CONCRETE CURB (TO MATCH EXISTING) (±26 LF) PROPOSED UTILITY BOLLARD (PER UTILITY SPEC) (TYP.) ±10'-0" (Typ.) C-6 5 5' - 8 " 17'-0" 8' - 6 " 1C EXISTING UTILITY VAULTS TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) 4'-0" E-3 1 9'-0" (TYP.) TAPER EXISTING CURB 3' - 9 " PLANTING LIST EMERALD GREEN ARBORVITAE (THULA OCCIDENTALIS) COMPACT INKBERRY (LLEX GLABRA) KEY NAME QTY SPACING 8 AS SHOWN AS SHOWN NOTE: 1.LOAM & SEED ALL DISTURBED GRASS AREAS AND REPAIR LANDSCAPED AREA AT THE COMPLETION OF CONSTRUCTION. 23 HT 4' 24" PROPOSED INKBERRY (TYP.)C-6 3 NOTES: 1.SITE PLAN BASED ON PARTIAL TOPOGRAPHIC & LOCATION SURVEY, 125 BUCKLAND HILLS DRIVE, APN:18-5, TOWN OF SOUTH WINDSOR, COUNTY OF HARTFORD, STATE OF CONNECTICUT, BY CONTROL POINT ASSOCIATES, INC., DATED 06/05/25. 2.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 3.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 4.CONTRACTOR TO LOCATE NATURAL GAS PIPING PRIOR TO CONSTRUCTION. ALL PROPOSED ELECTRICAL CONDUITS & ELECTRICAL EQUIPMENT TO BE KEPT A MINIMUM OF 24" FROM GAS LINE 5.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 6.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. 7.CONTRACTOR TO REFRESH PAVEMENT MARKINGS ON ACCESS ROAD EXTENDING FROM BUCKLAND HILLS DRIVE. 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-4 CONSTRUCTION DETAILS I 4' - 0 " MI N . 12 " 0'-6" SCALE:N.T.S. V4 (A2.0) PSU ELEVATION DETAIL V4 SUPERCHARGER CABINET SUPERCHARGER HANDLE V4 SUPERCHARGER POST (TYP.-8) FINISHED GRADE (PARKING SIDE) 6' - 3 1 3 / 1 6 " 6' - 4 1 / 2 " PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER NATIVE SOIL METAL WIREWAY OFFSET BOLLARD (TYP.) 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE. METAL WIREWAY SHALL MAINTAIN A CROSS SLOPE OF 1-2% AND LONGITUDINAL SLOPE OF 0-5% 0'-6" MIN. OPTIONAL WIFI SUPERKIT LIGHT POLE C-4 5 V4 SUPERCHARGER CABINET SCALE:N.T.S. V4 (A2.0) PSU SIDE VIEW - BEHIND THE CURB 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE METAL WIREWAY V4 SUPERCHARGER POST OFFSET BOLLARD (TYP.) PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER PSU STEEL WIREWAY FLUSH WITH TOP OF CURB C-4 5 LIGHT POLE SCALE:N.T.S. V4 (A2.0) PSU PLAN DETAIL ARM BALLAST TRAY (TYP.) V4 SUPERCHARGER POST (TYP.-8) PROPOSED McCUE MINI REBOUNDING BOLLARD W/GRAY SLIP COVER OFFSET BOLLARD (TYP.) V4 SUPERCHARGER CABINET METAL WIREWAY 16'-0 1/4"37'-11 1/4"16'-0 1/4" 32'-8 1/2"32'-8 1/2"4'-6 3/4" 13'-5"5'-7"9'-0"12'-1"5'-7"9'-0"12'-1" 12 " 4' - 3 3 / 4 " 3'-9 3/4" 0'-6" (TYP.) 3'-9 3/4" BALLAST TRAY STIFFENER (TYP.) LIGHTING & WIFI CIRCUITS TO BE ROUTED FROM CABINET'S AC WINDOW & THROUGH THE METAL SKID (TYP.) 3' - 3 3 / 4 " AC/DC CONDUIT WINDOWS IN PSU TO MATCH (OR EXCEED) CABINET'S (SEE DETAIL 5) C-4 5 STRUCTURAL NOTES: SEE CUTSHEETS FOR ADDITIONAL INFORMATION. APPROXIMATE COMPONENT WEIGHTS: ·CABINET = 2,420 LBS ·POST = 198 LBS (EACH) ·LIGHT POLE + WIFI = 150 LBS MAX (EACH) ·(8) POSTS METAL WIREWAY = 5,540 LBS ·TOTAL UNIT WEIGHT: 9,844 LBS ·SUPERCHARGER CABINET, CHARGEPOSTS ARE ANCHORED WITH (4) 5/8'' DIAM. A307 GALV. THRU BOLTS, LIGHT POLES ARE ANCHORED WITH (4) 3/4'' DIAM. A325 GALV. THRU BOLTS. ALL INTO STRUCTURAL FRAMING OF METAL WIREWAY.METAL WIREWAY 5/8" BOLT BALLAST TRAY TO WIREWAY 6" MIN 95% RELATIVE COMPACTED CLASS 2 AGGREGATE BASE SCALE:N.T.S. V4 (A2.0) PSU ARM BALLAST TRAY DETAIL FINISH GRADE (2) TWO BALLAST TRAY WEIGHT= 2,636 LBS INTERIOR BALLAST (SEE NOTE) GAP TO BE FILLED (CONFIRM WITH TESLA C.M.) NOTE: ·15 FT. LIGHT POLES: INTERIOR OF BALLAST TRAYS MUST BE FULLY BALLASTED WITH 95% RELATIVE COMPACTED CLASS 2 AGGREGATE (110 PCF MIN.) FOR UP TO 145 MPH (3-SEC. GUST), EXPOSURE C WIND SPEED & Sds = 2.5 SEISMIC ACCELERATION. CONDUIT WINDOW REDUCED TO 6" FROM EDGE OF CABINET WHEN FISHBONE CONFIGURATION + CIP SHALLOW BLOCKS BALLASTING AC CIRCUIT, 4" CONDUIT (TYP.) DC-POST CIRCUIT CONDUCTORS WINDOWS 1' - 5 " 0' - 1 1 1 / 1 6 " 0'-9 5/16" SCALE:N.T.S. V4 (A2.0) PSU CABINET CONDUIT PLAN NOTES: 1.CONTRACTOR TO OBTAIN CONDUIT WINDOW TEMPLATE PRIOR TO COMMENCING CONSTRUCTION AND UTILIZE TEMPLATE WHEN LAYING OUT CABINETS. 2.4" CONDUITS ARE REPRESENTATIVE ONLY AND CAN BE SUBSTITUTED WITH DIRECT BURY WIRE BUNDLES. AC CONDUIT WINDOW DC CONDUIT WINDOW 1.25" SPARE CONDUIT 1.25" COMMUNICATION CONDUIT 12" WIDE HSS TUBE @ BACK OF CABINET IMPEDING CONDUIT STUB UP AREA FOR DETACHED DC POST (IF NEEDED) 0'-6" 0'-2" (TYP.) 1'-1 1/4" (TYP.) 0'-9 3/4"9 3/8" 1'-4"0'-8" 1'-11 3/4" 0'-6" 1'-1 1/4"1'-1 1/4" 1' - 0 3 / 8 " 54 2 3 15 ' - 0 " 1 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-5 CONSTRUCTION DETAILS II 3 3/4" 3 3/4" 3 3/4" 3' - 0 " 3 3/8"Ø 2 7/8" 2 1/2" BOLT PATTERN (3) 3/8" DIA SS HILTI KWIK-BOLT TZ2 WITH 2.5" MIN. EMBEDMENT 5' - 0 " M I N . 1' - 3 " 0'-2" 0'-2" SCALE:N.T.S. McCUE MINI REBOUNDING BOLLARD & SIGN 0.41"Ø (TYP.-2) PROPOSED SIGNAGE 2 SCALE:N.T.S. CONCRETE CURB DETAIL NOTES: 1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRIS PROPERLY OFF SITE. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONCRETE TO BE 4000 PSI AIR ENTRAINED CONCRETE. 5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. 7" 6" PROPOSED PAVEMENT R=1-1/2" BATTER 1" ON 6" R=1/4" 20 " PROPOSED 6" CLEAN COMPACTED GRAVEL UNDISTURBED OR COMPACTED FILL CLEAN COMPACTED GRANULAR BACKFILL 6" MATCH EXISTING CONDITIONS 5 12" 18 " SCALE:N.T.S. ACCESSIBLE SIGNAGE DETAIL 1 CD CD SECTION CD-CD 3' - 4 " 5.25"Ø CONCRETE PIER 9C016 - 4" PLASTIC COVER W/ REFLECTIVE TAPE 3' - 6 " 2' - 0 " 10" 3" 3' - 0 " 4" SCALE:N.T.S. McCUE CRASH CORE BOLLARD DETAIL 4"Ø 10"Ø CONCRETE PIER REBAR CAGE PROVIDED BY MANUFACTURER 6 SCALE:N.T.S.3V4 ACCESSIBILITY LAYOUT DETAIL 7ACCESSORY CONCRETE PAD DETAIL SEE CONSTRUCTION PLAN WWF 6X6-W2.9XW2.9 W2.9XW2.9 2" BELOW TOP SURFACE EXISTING GRADE 6" MIN. COMPACTED AGGREGATE BASE, 95% STANDARD PROCTOR 5" MIN. THICK CONC. WALK 4,000 PSI MIN. 28 DAY STRENGTH NOTES: 1.SAW CUT AREA TO BE REPAIRED/REPLACED. DISPOSE OF DEBRIS PROPERLY OFF SITE. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONCRETE TO BE 4,000 PSI AIR ENTRAINED CONCRETE. 5.INSTALL CONTROL JOINTS EVERY 10 LINEAR FEET. FINISH GRADE NOTES: 1.48" MAX HEIGHT OF SUPERCHARGER HANDLE AT ACCESSIBLE CHARGE POSTS FROM SURFACE OF VEHICULAR WAY. 2.DETAIL IS SCHEMATIC IN NATURE. CONTRACTOR TO REFERENCE PLAN SHEETS FOR ALL SURFACE GRADING, CURB DIMENSIONS, CHARGER LOCATIONS & REFERENCE CONSTRUCTION DETAILS FOR MATERIAL SPECIFICATIONS. 3.CONTRACTOR TO TRANSITION FROM 2% MAX SLOPE WITHIN THE AREA IN FRONT OF ACCESSIBLE STALL(S) & ACCESS AISLE, TO SLOPE OF EXISTING CURB & PARKING AREA ADJACENT TO THE ACCESSIBLE STALL. TRANSITION SHALL BE DONE IN A MANNER THAT MAINTAINS POSITIVE DRAINAGE AND PREVENTS WATER FROM PONDING IN FRONT OF THE ACCESSIBLE STALL(S) AND ACCESS AISLE. TRANSITION OF PARKING AREA SLOPE SHALL OCCUR GRADUALLY TO AVOID PONDING OF ANY WATER OR DRASTIC GRADE CHANGES WITHIN TRANSITION AREA (5% MAXIMUM GRADE). 4.CONTRACTOR TO SAW CUT CURB/GUTTER AS NEEDED PER PLAN & DISPOSE OF DEBRIS PROPERLY. ACCESSIBLE STALL (2% MAX. IN ALL DIRECTIONS) ACCESSIBLE AISLE (STRIPING TO MATCH EXISTING SITE) PROPOSED CURB (AS SHOWN ON PLANS) (TO MATCH EXISTING) PROPOSED CONCRETE LANDING (SLOPE TOWARD PARKING STALL) (2% MAX SLOPE IN ANY DIRECTION) 2 % ACCESSIBLE STALL (REGRADED TO 2% MAX. IN ALL DIRECTIONS) MATCH LANDING & ASPHALT GRADE 2% MAX. PROPOSED CONCRETE LANDING PROPOSED CONCRETE CURB/GUTTER EXISTING GRADE COMPACTED SUB-GRADE PER DESIGN SECTION 'A-A' EXISTING CONCRETE CURB PROPOSED CURB/PARKING SURFACE TRANSITION AREA (SEE NOTE 3) 2 % A-A 4'-6 " EXISTING CURB CURB PE R P L A N V4 TESLA SUPERCHARGER POST PROPOSED PSU INSTALLED FLUSH WITH PARKING SURFACE McCUE REBOUNDING MINI BOLLARD W/ SIGN POST SCALE:N.T.S. CABLE HANDLE ACCESSIBILITY ATTACHMENT DETAIL NOTE: 1.48" MAX HEIGHT FROM FINISHED PARKING GRADE TO TOP OF LOOP HANDLE AT ACCESSIBLE SUPERCHARGER POST. FINISHED PARKING GRADE V4 TESLA SUPERCHARGER POST LOOP HANDLE ATTACHMENT (OPERABLE PART) 48 " M A X . T O T O P OF L O O P H A N D L E AT T A C H M E N T 4" MAX. 4 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-6 CONSTRUCTION DETAILS III MINIMUM CENTER TO CENTER CONDUIT SPACING SWITCHGEAR TO CABINETS 7.5" O.C. DC (BUSS)7.5" O.C. SCALE:N.T.S. TYP. BURIED CONDUIT TRENCH DETAILS 6 ML YELLOW WARNING TAPE NATIVE SOD 18 " 6" UNDISTURBED SOIL (TYP.) CLEAN GRANULAR BACKFILL, 6" LIFT MAXIMUM, PLATE TAMP (1/2") 95% COMPACTION MIN. NATIVE BACKFILL PE R U T I L I T Y & N E C CONCRETE SIDEWALK (MATCH EXISTING WHERE NEEDED) STONE BED (MATCH EXISTING) Existing Grade 12" 12"2" MAX MILL AND REPLACE WITH BITUMINOUS PAVEMENT SURFACE COURSE, (2") I-5 REPLACE EXISTING BASE WITH BITUMINOUS PAVEMENT BASE COURSE, (4") I-2 6" DENSE GRADED AGGREGATE BASE COURSE NOTES: 1.IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. 2.IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. COMPACT IN 8" LIFTS. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. 3.CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. 4.ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 5.MAINTAIN 12" SEPARATION MIN. BETWEEN AC OR DC CONDUCTORS AND COMMUNICATION CABLES. 6.MAINTAIN 2" SEPARATION MINIMUM BETWEEN OUTER WALLS OF CONDUITS. 7.CONFIRM ALL DEPTHS W/UTILITY & NEC PRIOR TO CONSTRUCTION. T.B.D. 6" MIN PER TABLE HAND TAMPED 1/2" GRANULAR BACKFILL 4" DC POST CONDUIT (TYP.-CLUSTER OF 16 MAX.) 24" MIN 6" MIN 1 2 SWITCHBOARD 5'-0"2'-6"8"12.5 S.F. GRADE SCALE:N.T.S. CONCRETE PAD DETAIL #5 BARS @ 12" O.C.EACH WAY PROPOSED 8 THICK CONCRETE PAD SEE TABLE FOR PAD SIZE 3/4" CHAMFER (TYP.- ALL SIDES) NOTE: 1.SEE CONCRETE NOTES ON SHEET GN-2. 2.INSTALL FORMS AS NECESSARY. 3.COMPACT EXISTING SUBGRADE MATERIAL TO ACHIEVE 95% COMPACTION. 4.CONTRACTOR TO PROVIDE A MIN OF 6" OF COMPACTED CRUSHED STONE FOR CAPILLARY BREAK AND CONSTRUCTION CONTROL UNDER ALL CONCRETE SLABS. CONTRACTOR SHALL IDENTIFY POOR DRAINING SOILS AND PROVIDE ADDITIONAL COMPACTED, WELL GRADED COURSE-GRAINED SOIL BACKFILL TO FROST DEPTH. CONTRACTOR TO NOTIFY TESLA CM AND ENGINEER. 5.SWITCHBOARD ANCHORS SHALL BE: 1/2"Ø HILTI KWIK BOLD TZ2 SS W/ 2-1/2" EFFECTIVE (3" NOMINAL) EMBEDMENT (OR APPROVED EQUIVALENT) (TYP. 4) PROPOSED COMPACTED CLEAN GRAVEL PREPARED SUBGRADE (95% STANDARD PROCTOR) 6" 4" M I N 8 CONCRETE PAD DIMENSIONS PAD TYPE L W t (THICKNESS)AREA 2" CLR 1' MIN. 6" MIN. SHRUB PLANTING 2' MIN. FINISH GRADE UNTIE & FOLD BACK BURLAP 1/3 BALL HEIGHT. SYNTHETIC OR TREATED BURLAP SHALL BE COMPLETELY REMOVED MULCH SHALL BE PLACED ON A 4 MIL. THICK SHEET OF POLYETHYLENE. PUNCH APPROX. 2 HOLES PER SF IN SHEET FOR DRAINAGE 3" MIN. SHREDDED BARK MULCH TURN DOWN OR REMOVE TOP 1/3 OF BURLAP OR POLY WRAPPING BEFORE BACKFILLING 2" SAUCER LIP ALL AROUND UNDISTURBED AND UNCOMPACTED EXISTING MATERIAL LOOSEN HARD SUBSOIL AT BASE OF HOLE W/PICK BACKFILL WITH TOPSOIL MIXTURE TRIM BRANCHES AND FOLIAGE BY 1/3 BY RETAINING NATURAL SHAPE OF SHRUB 3 CATCH BASIN INLET PROTECTION DETAIL NOTES: 1.THIS TEMPORARY PROTECTION FOR EXISTING CATCH BASIN INLETS TO BE REMOVED BY CONTRACTOR AFTER COMPLETION OF WORK. 2.DETAIL SIMILAR FOR ROUND INLET. INSTALLATION DETAIL 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) OVERFLOW SILTSACK DUMP LOOPS (REBAR NOT INCLUDED) EXPANSION RESTRAINT FOAM Existing Grate 5 NOTE: 1.LANDSCAPE TREES SHOWN SHALL BE A MINIMUM OF 5'-0" IN HEIGHT WHEN PLANTED. TREE PLANTING DETAIL 12" MIN. 6" MIN. FINISH GRADE DEPTH VARIES DECIDUOUS TREE EVERGREEN EVERGREEN TREE DECIDUOUS TREE PRUNE BRANCHES & FOLIAGE BY 1/3 WHILE RETAINING NATURAL SHAPE OF TREE. PRUNE ALL DEAD AND BROKEN BRANCHES. 1/2" BLACK REINF. RUBBER HOSES TO ENCASE WIRES WRAP TREE WITH TREE WRAP FROM ROOT CROWN UP TO SECOND LOWEST MAIN BRANCH (DECIDUOUS TREES ONLY) UNTIE & FOLD BACK BURLAP 1/3 BALL HEIGHT. SYNTHETIC OR TREATED BURLAP SHALL BE COMPLETELY REMOVED TEMP 3" CONTINUOUS EARTH SAUCER 2"X 2"X 8'-0" STAKES No.12 WIRE W/TWISTED ENDS 3" BARK MULCH TOPSOIL MIXTURE COMPACT SOIL UNDER ROOT BALL EMBED STAKES MIN. 1'-0" INTO SUBSOIL LOOSEN HARD SUBSOIL AT BASE OF HOLE 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 C-7 CONSTRUCTION DETAILS IV PROPOSED LIGHT POLE SCALE:N.T.S. ARUBA ACCESS POINT POLE MOUNTING DETAIL PROPOSED ARUBA ACCESS POINT PROPOSED ARUBA MOUNTING KIT (TYP.) PROPOSED INTERNAL 1-1/4" CONDUIT PROPOSED PSU 1-1/4" SCHEDULE 40 PVC IN & OUT OF BASE PROPOSED LIGHT FIXTURE 1 2 C-7 1 C-7 1-4 C-4 15 ' - 0 " M A X . ORDER INFORMATION: PRODUCT ID: NF-SLS-100-40-HV-3W-RAL-MPS-HSS-SLX SCALE:N.T.S.2LIGHT FIXTURE & POLE DETAIL ORDER INFORMATION: TPN: 2136148-00-A LIGHT FIXTURE ASSEMBLY-WLL-NTX SCALE:N.T.S.3LIGHT POLE DETAIL 05/13/2026 SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-1 ELECTRICAL ONE-LINE DIAGRAM UTILITY FAULT CURRENT TRANSFORMER: TBD SECONDARY VOLTAGE: 277/480V SECONDARY FAULT CURRENT: TBD FINAL FAULT CURRENT INFORMATION PROVIDED BY EVERSOURCE XX/XX/XX. BREAKER TRIP SETTINGS 1600A SUPERCHARGER BREAKER: (SCHNEIDER ELECTRIC CAT.#MTZ1) - Ir (LTPU) = 1 - Tr (LT BAND) = 4 - Isd (STPU) = 3 - tsd (ST BAND) = 0.1 - li (INST) = 6 - lg (GROUND PICK UP) = D - tg (GROUND BAND) = 0.3 EXISTING UTILITY VAULT TO BE USED FOR TIE-IN (PENDING UTILITY DESIGN) SERVICE ELECTRICAL CIRCUIT SCHEDULE NO:FROM TO CONFIGURATION 1 UTILITY VAULT PROPOSED UTILITY TRANSFORMER (4) 5" PVC SCH. 40 CONDUITS (PER EVERSOURCE STANDARDS) 2 PROPOSED UTILITY TRANSFORMER PROPOSED SERVICE BREAKER (1600AF/1600AT) 100% RATED (TYP.-1) [5 SETS] (3) 750KCMIL AL (THWN-2) & (1) 750KCMIL AL (THWN-2) NEUT (600V RATED) IN 4" PVC/HDPE CONDUIT 3 PROPOSED SERVICE BREAKER (1600AF/1600AT) 100% RATED (TYP.-1) PROPOSED TESLA V4 SUPERCHARGER CABINET (TYP.-1) [5 SETS] (3) 750KCMIL AL (XHHW-2) (1) 350KCMIL AL (XHHW-2) EGC IN 4" PVC/HDPE CONDUIT* 4 PROPOSED TESLA V4 SUPERCHARGER CABINET PROPOSED TESLA V4 CHARGE POST (PSU) (TYP.-8) FACTORY INSTALLED WIRING 5 CONTROLS COMPARTMENT (CRADLEPOINT ROUTER) SUPERCHARGER #1 COMMS COMPARTMENT SHIELDED 600V RATED CAT6 COMM CABLE IN 1" PVC/HDPE CONDUIT* 6 PROPOSED CRADLEPOINT ROUTER PROPOSED ACCESS POINT (TYP.-1) (1) CAT6 COMM CABLE IN 1.25" PVC/HDPE CONDUIT* 7 PROPOSED 15A/1P BREAKER PROPOSED LIGHT FIXTURE (TYP.-2) (2) #12 AWG CU & (1) #12 AWG CU EGC IN 1" PVC/HDPE CONDUIT* * PER UL LISTED HDPE CONDUIT PERMITTED. CONTRACTOR TO CONFIRM W/ TESLA CM ** DIRECT BURIAL CABLE TO TRANSITION IN/OUT OF SUPERCHARGER CABINET AND CHARGE POST THROUGH 4"Ø SLEEVE *** 1000V V4 COMM WIRE TO BE ROUTED W/IN 4" CONDUIT. 1.25" DURALINE CONDUIT CAN BE INSTALLED FOR LONG RUNS (+200FT) UTILITY APPROVED METER MOUNTED TO SWITCHGEAR UTILITY TRANSFORMER 480/277V 3Ø, 4W SECONDARY M1 1600A/3AF 1600A/3AT 100% RATED ERMS NE U T GR N D GFI MANUFACTURER-PROVIDED MAIN BONDING JUMPER PER NEC 250.24(A)(4), 250.28(C), 250.8(A)(7) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3) OR (2) (SEE NOTE 9) #6 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(A) (OPTIONAL) (SEE NOTE 9) #3/0 Cu PER NEC 250.66 GROUNDING ELECTRODE 5/8"x8'-0" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53(A) & 250.68 (OPTIONAL) (SEE NOTE 9) 6'-0" MIN. SERVICE SWITCHBOARD 'SS-TESLA' DISTRIBUTION PROPOSED 1600A SERVICE EQUIPMENT 480/277V, 3Ø, 4W, 65kAIC, NEMA 3R, LOCKABLE PROPOSED ACCESS POINT (TYP.-1) 480-120V, 1Ø, 3KVA XFMR POWER SUPPLY UNIT -24VDC CRADLEPOINT ROUTER/ SWITCH PROPOSED CRADLEPOINT WIFI ANTENNA 3A,1P CB CONTROLS COMPARTMENT 6 ALL WIRING WITHIN CONTROL COMPARTMENT PROVIDED AND INSTALLED BY MANUFACTURER (UNLESS OTHERWISE NOTED) PROPOSED LIGHT FIXTURE (TYP.-2) 2 7 E F G HBCDA SUPERCHARGER CABINET #1 4 COMMS 5 SCALE:N.T.S.1SYSTEM ONE-LINE DIAGRAM PROPOSED TESLA PRE-ASSEMBLED SUPERCHARGER UNIT #1 15A 2P 15A 1P 1 3 M (3) 2000A FUSES, CLASS L, FAST ACTING UNDER SHORT CIRCUIT CONDITIONS (MERSON #A4BQ, OR TESLA APPROVED EQUAL) (SEE NOTE 11) (3) 2000A FUSE NOTES: 1.CONDUCTOR LENGTHS ARE ESTIMATES ONLY. FINAL CONDUCTOR ROUTING PATH AND LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED BASED ON PHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTORS BASED ON FIELD MEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER). 2.ALL ELECTRICAL WORK AND RELATED ACTIVITIES PREFORMED ON-SITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND UTILITY COMPANY STANDARDS. 3.ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION. 4.DC RUN LENGTH MAXIMUM IS 330' INCLUDING BURIED DEPTH. ANY DC RUN LENGTHS OVER THE MAXIMUM SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF TESLA. 5.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE CONSTRUCTION MEETING TO ENSURE ACCURACY OF INSTALLATION. 6.UTILITY CONDUITS, CONNECTORS, TRANSFORMER PAD & TRANSFORMER FOUNDATION TO BE INSTALLED PER UTILITY SPECIFICATION. CONFIRM LATEST SPECIFICATIONS PRIOR TO CONSTRUCTION. 7.EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 8.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC SAFETY MEASURES THROUGHOUT DURATION OF CONSTRUCTION. COORDINATE ANY ACCESS ROAD CLOSURES W/OWNER. 9.CONTRACTOR TO GROUND SYSTEM TO CONCRETE-ENCASED GROUNDING ELECTRODE PER NEC 250.50. GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. CONTRACTOR TO ADD GROUND RODS TO SYSTEM UNTIL PROPER RESISTANCE IS MET. 10.USE OF DURALINE FOR SUPERCHARGER TO CHARGE POST DC CONDUITS IS AN APPROVED ASSEMBLY. TUV CERTIFICATION TO BE PROVIDED AS REQUIRED. 11.FUSE MUST BE CAPABLE OF REDUCING AVAILABLE FAULT CURRENT TO 33KA OR LESS. ELECTRICIAN TO REFER TO PEAK LET-THRU TABLE/ CURVE AND CONFIRM FINAL DESIGN W/ TESLA CM PRIOR TO CONSTRUCTION. SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-2 SUPERCHARGERS CONTROLS AND LIGHTING APPARENT POWER 998 kVA CONNECTED LOAD 1 CURRENT DEMAND FACTOR DEMAND LOAD COMMENTS 0.45 kVA 998.45 kVA 1201.50 A 1 998 kVA 0.45 kVA CONTINUOUS 100%-RATED MCB *125% CONTINUOUS LOAD CALCULATION TOTAL KVA 1248.1 kVA TOTAL CURRENT 1501.88 A SERVICE SWITCHBOARD 'SS-TESLA' SCHEDULE TRIP AMPSCKT NO.DESCRIPTION kVA 1 2 3 1600SUPERCHARGER #1 332.666 BA C -- -- -- POLE 3 TOTALS APPARENT POWER CURRENT *PER NEC 230.42(A)(1)(EXCEPTION NO. 2): THE SUM OF THE NONCONTINUOUS LOAD AND THE CONTINUOUS LOAD IF THE SERVICE-ENTRANCE CONDUCTORS TERMINATE IN AN OVERCURRENT DEVICE WHERE BOTH THE OVERCURRENT DEVICE AND ITS ASSEMBLY ARE LISTED FOR OPERATION AT 100 PERCENT OF THEIR RATING SHALL BE PERMITTED. 277/480V - 3-PHASE - 4 WIRE - 1600A M.C.B. - 65KAIC 998.45 kVA INTERNAL 332.666 332.666 693.1 A 332.676 kVA 4 5 6 15TESLA CONTROLS -- -- -- 2 0.10 0.10 0.2515SITE LIGHTING 1 AC SUPERCHARGER LENGTHS SUPERCHARGER LINEAR LENGTH BREAKER PANEL TO SUPERCHARGER ESTIMATED LENGTH* 1 10'35' LENGTH OF AC AL WIRE PER CONDUIT**:140' TOTAL NUMBER OF CONDUITS:5 LENGTH OF AC AL WIRE ***:700' TOTAL LENGTH OF AC AL WIRE****:700' TOTAL LENGTH OF EGC*****:70' NOTES: 1. SEE SHEET E-1 FOR WIRE CONFIGURATION. * AC CONDUCTORS: 25 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS. ** ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X 4 WIRES PER SUPERCHARGER *** LENGTH = LENGTH OF AC AL WIRE PER CONDUIT X # OF CONDUITS **** TOTAL LENGTH = SUM OF AC LENGTHS ***** TOTAL LENGTH OF EGC = LENGTH X # SETS SCALE:N.T.S.1CONDUCTOR LENGTH TABLES 332.676 kVA 332.691 kVA 693.1 A 693.1 A 1201.50 A NOTES: * AC CONDUCTORS 30 FT IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH & TRANSITIONS. AN ADDITIONAL 60' IS ADDED FOR THE REQUIRED 30' AT EITHER END FOR UTILITY CONNECTIONS. **ESTIMATED LENGTH OF Al WIRE = SUM OF ESTIMATED LENGTH X # WIRES PER CONDUIT ***LENGTH OF AL WIRE PER DISCONNECT = ESTIMATED TOTAL LENGTH OF AL WIRE X # WIRE FILLED CONDUIT ELECTRICAL & UTILITY DETAILS I PRIMARY SERVICE LENGTHS LINEAR LENGTH ESTIMATED LENGTH* EXISTING VAULT TO PROPOSED TRANS.270 300' TOTAL LENGTH OF AC AL WIRE**:900' NUMBER OF WIRE FILLED CONDUIT:2 TOTAL LENGTH OF AC AL WIRE***:1800' SECONDARY SERVICE LENGTHS TRANSFORMER TO SWITCHBOARD 10 40' TOTAL LENGTH OF AC AL WIRE**:160' NUMBER OF WIRE SETS:5 TOTAL LENGTH OF AL WIRE***:800' SCALE:N.T.S.3TRANSFORMER PAD SCALE:N.T.S.2TRENCH DETAIL 6"Ø SCH. 40 STEEL PIPE WITH SLIP COVER FILL WITH CONCRETE & CROWN Grade 3' - 0 " TE S L A 4' - 0 " 1'-6" 0' - 3 " 4000 PSI CONCRETE CONCRETE BOLLARD DETAIL NOTES: 1.UTILITY CONNECTION TO BE MADE UNDER EVERSOURCE UTILITIES STANDARDS, CONFIRM FINAL DESIGN PRIOR TO CONSTRUCTION, EVERSOURCE WORK ORDER 21698270. 2.IDENTIFY EXISTING UNDERGROUND UTILITIES LOCATED WITHIN AREA OF PROPOSED TRENCH & EQUIPMENT SITE AREA. HAND DIG AND RELOCATE AS REQUIRED. 3.EXISTING STORM DRAIN INLETS TO BE COVERED WITH SILT BAG DURING CONSTRUCTION. 4.CONTRACTOR TO CONFIRM ADA/ACCESSIBLE STRIPING & ASSOCIATED STALLS HAVE <2% GRADE IN ALL DIRECTIONS. SCOPE OF WORK UTILITY EVERSOURCE CATEGORY ITEMS TESLA UTILITY PRIMARY PRIMARY TRENCHING X INSTALL PRIMARY CONDUIT X INSTALL PULL ROPE X INSTALL PRIMARY FEEDERS X PROVIDE PRIMARY FEEDERS X PROVIDE ROAD CUTS/ROAD BORES (IF NECESSARY)X TRANSFORMER INSTALL TRANSFORMER PAD X PROVIDE TRANSFOMER X INSTALL TRANSFORMER X INSTALL CONNECTIONS-PRIMARY X INSTALL CONNECTIONS-SECONDARY X SWITCHBOARD PROVIDE METER X INSTALL METER X LAND SECONDARY FEEDERS X SECONDARY SECONDARY TRENCHING X INSTALL SECONDARY CONDUIT X INSTALL PULL ROPE X PROVIDE SECONDARY FEEDERS X INSTALL SECONDARY FEEDERS X PROVIDE ROAD CUTS/ROAD BORES (IF NECESSARY)X PAVEMENT REPLACEMENT (IF NECESSARY)X SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-3 ELECTRICAL & UTILITY DETAILS II SCALE:N.T.S.11600A MCB SWITCHBOARD NOTES: 1.CONTRACTOR SHALL CONFIRM FINAL SWITCHBOARD SPECIFICATIONS WITH UTILITY COMPANY PRIOR TO ORDERING. 2.CONTRACTOR SHALL COORDINATE ORIENTATION OF INCOMING CT SECTION AND DISTRIBUTION SECTION PRIOR TO ORDERING. 3.CONTRACTOR SHALL COORDINATE FINAL STUB-UP LOCATIONS THROUGH CONCRETE PAD WITH SPECIFICATIONS OF SWITCHBOARD THAT IS BEING ORDERED. SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 E-4 ARCH FLASH LABELS SCALE:N.T.S.1ARCH FLASH LABELS SUBMITTALS APPROVED BY: CHECKED BY:TC JB REV.DATE DESCRIPTION SITE NAME: TARGET - SOUTH WINDSOR CT, BUCKLAND HILLS (TRT ID: 461214) SITE ADDRESS: 125 BUCKLAND HILLS DR SOUTH WINDSOR, CT 06074 DRAWN BY:FG PROJECT #:50123704 JOB #:50189214 3500 DEER CREEK ROAD PALO ALTO, CA 94304 (650) 681-5000 A 09/19/25 ISSUED FOR 50% REVIEW 0 10/28/25 ISSUED FOR 90% REVIEW 1 02/11/26 ISSUED FOR 90% REVIEW 2 03/23/26 ISSUED FOR PERMIT 3 05/12/26 ISSUED FOR PERMIT Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 BOSTON, MA 02110 PHONE: 617.695.3400 FAX: 617.695.3310 G-1 GROUNDING SCHEMATIC & DETAILS CADWELD CONNECTIONS (OR APPROVED EQUAL) BURNDY CONNECTIONS (OR APPROVED EQUAL) PARALLEL HORIZONTAL CONDUCTORS PARALLEL THROUGH CONNECTION OF HORIZONTAL TYPE PT THROUGH CABLE TO GROUND ROD THROUGH CABLE TO TOP OF GROUND ROD TYPE GT HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE HS VERTICAL STEEL SURFACE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS "C" CONNECTOR HYPRESS TYPE YGHC BOND JUMPER FIELD FABRICATED GREEN STRANDED INSULATED TYPE 2-YA-2 COPPER LUGS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 SCALE:N.T.S.2GROUND CONNECTION DETAILS GRADE 3CONCRETE ENCASED ELECTRODE DETAIL PROPOSED CONCRETE PAD #3/0 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR NON-METALLIC PROTECTIVE SLEEVE LISTED CONNECTION SCALE: N.T.S. SEE NOTE 1 NOTE: 1.REBAR BONDED TOGETHER WITH STEEL TIE WIRES. NEUT GR N D MAIN BREAKER 1V4 GROUNDING SCHEMATIC #3/0 Cu PER NEC 250.66 MANUFACTURER-PROVIDED MAIN BONDING JUMPER PER NEC 250.24(A)(4), 250.28(C), 250.8(A)(7) 350 KCMIL AL EGC (PER NEC 250.64(A)(2)) PROPOSED 4" UNDERGROUND CONDUIT (TYP.) FACTORY INSTALLED GROUND BAR (TYP.) SCALE: N.T.S. GROUND LUG TERMINATION DETAIL V4 TESLA CHARGE POST (TYP.) VEHICLE CONNECTOR (TYP.) CHASSIS MOUNT GROUND BAR (TYP.) 2/0 AWG CU EGC (CONTRACTOR PROVIDED LUG) (TYP.) V4 TESLA SUPERCHARGER (TYP.) 350MCM AL EGC (PER NEC 250.64(A)(2)) 2/0 AWG CU EGC (PER NEC 250.64(A)(2)) (TYP.-EACH CHARGE POST) A B C D E F G H 2/0 AWG CU EGC (PER NEC 250.64(A)(2)) (TYP.) 350 EGC (PER NEC 250.64(A)(2)) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(B) CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3) OR (2) #3/0 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66(A) GROUNDING ELECTRODE 5/8"x8'-0" WITH 12" MIN. DEPTH COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53(A) & 250.68 6'-0" MIN. SYSTEM GROUNDING RESISTANCE SHALL BE LESS THAN 25Ω PER NEC. ADD ADDITIONAL GROUND RODS AS NEEDED TO SYSTEM UNTIL RESISTANCE IS MET. COORDINATE WITH VENDOR FOR REQUIRED SYSTEM GROUNDING RESISTANCE BEYOND 25Ω PROPOSED PRE-ASSEMBLED SUPERCHARGER UNIT ¢éx 6W Hi Jessica, Please see below regarding an OSTA review/permit for the EV chargers.lfthis satisfies the condition of approval,we will prepare the Mylars for filing.l lSm11l’qhlqh‘wi WQMW»Thanks again WKT ,‘;“ii?ifTedl Ted Crawford,PE Engineer 99 Summer Street,Suite 700 Boston,MA O21 10-1200 D 61 7.531 .0814 C 203.578.5353 LICENSED CT www dewberry.c0m From:Koziel,Jennifer L.<Jennifer.Kozie|@ct.gov> Sent:Thursday,June 4,2026 8:48 AM To:Crawford,Theodore <tcrawford@Dewberry.com> Subject:FW:QUESTION -FW:Tesla EV Charging —125 Buckland Hills Dr,South Windsor CT You don't often get email from jennifer.koziel@ct.gov.Learn why this is importa nt Petro,Jessica From:Crawford,Theodore <tcrawford@Dewberry‘com> Sent:Thursday,June 4,2026 11:08 AM To:Petro,Jessica;Lipe,Michele Subject:Fw:QUESTION -FW:Tesla EV Charging ~125 Buckland Hills Dr,South Windsor CT Attachments:26—08P Tesla.pdf;Manchester CT CD90 Rev.4 Signedpdf Hi Ted, t is correct that since you’d be adding Tesia Supercharges to existing parking spaces,formai action/approvai from OSTA's not required since the number of parking spaces nor the square footage is increasing. Thanks for checking in and have a good day. Jen Jennifer Koziel Administrative Assistant Connecticut Department of Transportation Office of the State Traffic Administration Phone:860—594-3031 Jennifer.Kozie|@ct.gove@ From:Crawford,Theodore <tcrawford@Dewberry.com> Sent:Wednesday,June 3,2026 2:33 PM To:DOT OSTA <DOT.OSTA@ct.gov> Subject:Tesia EV Charging -125 Buckiand Hills Dr,South Windsor CT EXTERNAL EMAIL:This email originated from outside of the organization.Do not click any links or open any attachments unless you trust the sender and know the content is safe. Good Afternoon, We recently received local Planning Zoning approval for eight (8)electric vehicle charging posts and associated equipment in the parking lot of Target,125 Buckland Hills Dr in South Windsor,site plans attached for reference. Condition #5 requires a certificate be issued by OSTA .However,i believe we fall under "No OSTA Review Required”based on the flow chart below.The proposed EV chargers will utilize existing parking stalls, and no changes to the Retail space or use are proposed with this application. Any help is appreciated and please let me know if you need additional information or have any questions. Thanks Ted If the development is part of on existing Generator: Yhe proposed revision to the deveiopment rewlts in: 'An expansion of land use square footage or parking BEYOND hmiu of OSTA approva! OR -Land use thange {Let Remit to Re5rdent-ai)AND the whole devewpment still meets Mejm ?rafflc Gena rater (riteria ri Yha prupowd revulon to the f develoument resuxts In: é 'An expans‘on 0i 13nd use squam footage or parking wnhin timits of OSTA approvai‘No had use change (Le.Remit to Residential] ;-No thange in access to the‘State htghwav network t 1x tt3..t Regulation by Administrative Decisson (AD).Regulation by Certification Proce Ted Crawford,PE Engineer 99 Summer Street,Suite 700 Boston,MA 021 10—1200 D 617.531 .0814 C 203.578.5353 LICENSED CT www.clewberry com l CONFIDENTIALITY NOTICE:This e-mail message,Including any attachments,is intended only for the use of the person(s)to whom it is addressed and may contain confidential and privileged information.Any unauthorized review,use,disclosure,copying,or distribution is prohibited.Ifyou are not the intended recipient,please contact the sender by reply e-mail and destroy all copies ofthe original message CONFIDENTIALITY NOTICE:This e—mail message,including any attachments,is intended only for the use of the person(s)to whom it is addressed and may contain confidential and privileged information.Any unauthorized review,use,disclosure,copying,or distribution is prohibited.If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message.