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SP-23-005 - Supplemental - 0218 Hannaford Drive (4)
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com APPLICATION FOR SITE PLAN REVIEW □ Administrative □ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, and phone): 2. APPLICANT (Name, mailing address, phone): 3. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone): 4. CONTACT EMAIL ADDRESS: 5. PROJECT STREET ADDRESS: 6. PROPERTY INFORATION a. Tax Parcel ID # (can be obtained at Assessor’s Office): b. Location of Last Recorded Deed (Book and page #): 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Permit Number SP-______-__________ (office use only) Southland Enterprises, Inc. 69 College Street Burlington, Vermont 05401 Tesla Inc. 3500 Deer Creek Road, Palo Alto, CA 94304 Mr. Stephen Lukasiuk AND Liam Murphy, MSK Attorneys, A.J. LaRosa, MSK Attorneys slukasiuk@tesla.com, lmurphy@mskvt.com, ajlarosa@mskvt 40 Fayette Road a/k/a 218 Hannaford Dr. 0675-00040 Book 799 , Page 397, Conversion and Adaptive Reuse of existing and vacant Hannaford's Supermarket building to Tesla automobile sales, service and distribution center. 2 Site Plan Application Form. Rev. 01-2020 b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees (existing and proposed, note office versus non-office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Property was permitted and developed as large commercial grocery store (Hannaford's). Currently it is vacant after Hannaford's relocated to Kmart site. Auto & motorcycle sales; Auto & motorcycle service and repair. No change. Currently has +/- 47,827 square feet of buildings on-site. No change. Current height to peak of masonry (at front signage) is approx. 30.5 feet. N/A. 60 employees (45 service, 15 sales/office/delivery) Transit Overlay Zoning District. Project has lower trip generation rates than supermarket (2.4/1000gfa v. 9.4/1000gfa) and thus no net impact to traffic. 3 Site Plan Application Form. Rev. 01-2020 8. LOT COVERAGE Total Parcel Size: Sq. Ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front setback non-building coverage (along each street, commercial properties only) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * * Projects must follow the City’s specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. New Building or Addition, including initial fit-up (if initial fit-up cost not available, contact Department staff): $ b. Landscaping: $ c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 759K 6.19%46703 No change 27.4%297146 No change no change No change None. N/A - all work internal. N/A - all work internal. . Several existing handicapped spaces will be re-striped/improved. 120 9am-7pm (Operation is M-F, 7am -10pm, with two service shifts Fri/Sat. September 1, 2023. 4 Site Plan Application Form. Rev. 01-2020 14. SITE PLAN AND FEE Plans shall be submitted which show the information required by the City’s Land Development Regulations. One digital (PDF format) copy of all application materials listed in LDR Appendix E, with plans provided as individual sheets and named to include sheet number and latest revision date, must be submitted. An application fee shall be paid to the City at the time of submitting the application in accordance with the City’s fee schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. _________________________________ ______________________________ SIGNATURE OF APPLICANT DATE OF SUBMISSION _________________________________________ ______________________________ SIGNATURE OF PROPERTY OWNER PRINTED NAME OF PROPERTY OWNER ___________________________________________________________________________ Do not write below this line I have reviewed this site plan application have taken the following action: ○ Issued Decision ○ Referred to Development Review Board ________________________________________________________ Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 01/30/2023 See attached letter for Property Owner approval Stephen Lukasiuk PS W W WWWWWW W W W W W W W WWWWWWWWSSSSSSFMFMFM FM FM FM FM FM FM FM WWSSS S SSSWWWWWSSSUG UG UGUG SSSSSSSSSSWWWWWWWWOHOHOHOHOHOHOHOHOH190 185 185185185185195 185 170 160 188 188188188 188 18 8 188 188 188 19 1 191191191 191191191191 191189 189189189189189189189189 184 184184184184 184 184 184184 18418 4 184 184 184184184184 182 182 182 182182182 182182182 182 182 182 182182 179 179 179179179 179179179 179 179 17 9 186186186 186 186186 186 186 186 186 186186 186 186 186186186 18 6 186 178 178178178178178 178178178 178 178 183 183183183183 183 183 183 183 183183183 183 183 18 3 192192192192192192192 192192 192 192192177 177177177177 177 177177177 177 177 187187187187 187187187 187 187 187 17 2 172 172 172172172 172172172172 17217 2 17 1171 171171171171 171 171 171 17 1 164164 164164 164 164 164164 164164 164 164163163 163163163 163 163163163 163163 163163 181 181 181 181181181181181 181 181 181176 176176176176 176 176176176 176 176 174174174174 174 174174 174 174 174 173173173173173 173173173 173 173173 156156156156 156156 156 156156156 156156156 156156156156 149149 149 149 149 149 149 149149 14 9149 169169 169 169169 169169 169169 169 16 9 14814 8 148 148148148148148 147147147 147147147147147 16 8168 168168168168 168168 168168 168 168 167167 167167167167 167167167167 167 167 166166 166166166 166 16 6166 166166 166 166 162162 162162 162162 162162 162 162 162161161161161 161161 161161 161161 161161 159159 159 159 159159159 15915 9 159 159159159159159159157157157 157 15 7 157157 157 157 157157157157157 157157 158158158 158 158 158158 158 158 158158 158158158158158142 142142142 14 2142142 15415415415415415 4154154154154 15315315315315 3153153153153 139 139139139139139 15 2152 152152152152152152 141 141141141141141 138 138138138138138 137 137 13 7 137 137137 15 1 151 151151151151151151 144 144 144144 14 4144144 143143143143 143143 119 119119119 119 118 118 118118 118 117117117 117 134 134134134 134134 116 116133 13313313 3 133133 132 132 132 132 132132132 114 114131 131131 13 1 131131131 129 129129129129 129 128 128128128 12 8 128 127 127127127127 127 126 126126126126126 126 123 123123123123 123 124 124124124124124 124 124 12212 2 12 2 122 121 121121121 201 201 201 199199199 199 19 9 199 19819819819 8 198 19 8 198 198 204 197197 197197 197 19 7 197203 209 208207 189189190 19419419419419 4 194194194194 194 194194193193193193193193 193 193193193193 193193 188188202186 186186 187187 185 185185185185196196196196196 19 6 19 6 19 6 196 193195 187 187 187187 18 6 168 168 168166 166 166185 167 167 167154154154154154 154 154154 154153153153153153 153 153 153 153152152152 152152152 152 152152 15 2 152 151 151 151 171170 146146146 146 146 146 146146169 168151151151151 151151 151 151 154154 154 153153153 160144 144144144 144 144 144 148 148158158 158 157157 136 136 136136136136 136 136 149149 149 149 149149 149 159159159 156 156 156 134 13 4 134 134134 134 134 13 4 148148148 148 148 148 148 147147147147 147147 147 14 9 149 132132 132 132132132131131131 131 131131 131 146 146 142142142142 142 142 142 14814814714 7 141141141141 141 141 141146 146146 146 146 146 146 144143143143 143143 14 3 143139 139139 139 139 139139 139 139 138 138 138138138138138 138 137137 137 137137137 137 137 137 136 13613 6 136 13613613 3133 133 133133 133133 190190 190 190190190190190 185 185 185 185 185185 185 185 18518 5 185 18518518 5 185 170170 170170170170 170 170 170 170 180 180 180 180180180180 180180 180 180 175 175175175175 175175175 175 175 175 165165 165165165 165 165165 165 165 165 165160160160160 16016 0 160160 160160 160160 155155155155155155155155155155 140 140140140140140150150 150150150150150150150 14 5 145 145 14514514 5145145 135 13513513 5 135135 120 12 0 120120115115130 13013013 0 130 130 130 125 125125125 125 125 125 200 200 200 195195195195 19 5 19 5 19519519 5 195 195 195195 195195 195195155 155155155155 155 155 155 150 15 0 150 155155 155150150150150 150150 150 15 0145 145145 145 145 145 145 135 13 5 135 135135 135 135 135 145145 140 14014 0 140140 140 140 130 130 130130130 130 130 20' SANITARY SEWER EASEMENTv. 388 p. 56 20' SANITARY SEWER EASEMENTv. 388 p. 56 20' WATERLINE EASEMENT v. 388 p. 53 20' WATERLINE EASEMENT v. 388 p. 53 VERMONT GAS SYSTEMS10' WIDE EASEMENT v. 383 p. 649 GREEN MTN. POWER &BELL ATLANTIC 10' WIDE EASEMENT v. 384 p. 184 HANNAFORDS DRIVE FAYETTEROAD272' ± 281' ± 336' ±379' ±307' ±860' ±72' ±489' ±628' ±65' ±65' ±187' ± 165' ±172' ±304' ±282' ± CITY OF SOUTH BURLINGTON 20' WIDE RECREATION PATH EASEMENT v. 388 p. 53 CHAMPLAIN WATER DISTRICT WATERLINE LOCATIONNO EASEMENT RECORDED GREEN MOUNTAIN POWER EASEMENTNO WIDTH GIVENv. 7 p. 48 N/FCHAMPLAIN WATER DISTRICT N/FHUMANE SOCIETY OFCHITTENDEN COUNTY N/FHANNAFORD BROTHERS OPEN WATER AS SEENFROM GOOGLE EARTH N/F STATE OF VERMONT (RAILROAD TRACKS) N/F HANNAFORD BROTHERS,MARTIN'S FOODS OF S. BURLINGTON EXISTING COMMERCIAL BUILDING FIRE LANE SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SBSBSB SBSBSBSBSBSBSB SB SB SBSB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SBØØØØØØØØØØØØØØØØØØØØØØØØPOTASH B R O O K VSWICLASS 2 WETLAND) 50' CLASS 2 WETLAND BUFFER RIVER CORRID O R O V E R L A Y Sheet Title Project Title Use of These Drawings DRAFTScale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY DRAFT Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless notedas such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, butnot limited to, contract documents, specifications, owner/contractor agreements, building and mechanicalplans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design andlocation of buildings shown, including an area measured a minimum five (5) feet around any building and coordinatingfinal utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought tothe attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 60 120 180 15°±VT GridMagnetic SPAN:600-188-15841 Existing Conditions C1-01 12/13/2022 1"=60' 22-338 DBM AAD ---- 368 & 370 Tesla Center S. Burlington, VT TRT ID #31271 218 Hannafords Dr. S. Burlington, VT 05403 EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTINGCONDITIONS, FOR PERMITTING PURPOSES ONLY, AS OF DECEMBER 06, 2022. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A CARLSON BRx7 RTK GPS UNIT WAS EMPLOYED FOR THESE OBSERVATIONS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH,UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN AMANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OFUNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL1-888-DIG SAFE (344-7233) OR CALL 811. 6.MANHOLES AND CATCH BASINS WITH AN (f) AT THE END OF THE CALL-OUT INDICATES IT WAS FIELD LOCATEDON THE DATE OF SURVEY. CALL-OUTS ENDING WITH AN (r) INDICATE RECORD LOCATIONS. 7.PERIMETER BOUNDARIES SHOWN HEREON ARE BASED ON AN ALTA SURVEY SUBMITTED WITH THE PERMITWW-4-0817-3 ENTITLED "ALTA/ACSM LAND TITLE SURVEY - SOUTHLAND ENTERPRISES, INC. - 975-1025 SHELBURNEROAD - SOUTH BURLINGTON, VT 05403" DATED 7-28-99 BY DUBOIS AND KING. THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY PERFORMED BY THIS OFFICE. 8.EASEMENTS SHOWN ARE BASED ON THE PLAT IN NOTE 6. NO LAND RECORDS RESEARCH WAS PERFORMED BYTHIS OFFICE. LEGEND EXISTING STREAM TRAIL PROPERTY LINE EASEMENTS TREE LINE CLEANOUT (CO) CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) END CAP UTILITY POLE LUMINAIRE BOLLARD IRON PIPE STEEL REBAR CALCULATED POINT BENCHMARK CONCRETE MONUMENT OVERHEAD UTILITY SEWER FORCEMAIN STORM DRAINAGE UNDERDRAIN ROOF DRAIN TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROADWITH CURB SEWER MAINSAND SERVICES WATER MAINSAND SERVICES LIQUID PROPANEOR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OREND SECTION ØØØØS124 FM W UD RD G OH UG D SEWER, DRAINAGE OR TELEPHONE MANHOLE(SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL(TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER FLAG POLE PS W W WWWWWW W W W W W W W WWWWWWWW UD UD UD UDDD DD D D D D D D D DDDD UDUDUDUDUDUDUD UDUDD D D D DSSS SSSFMFMFM FM FM FM FM FM FM FM WWSSS S SSSWWWWWD D DD D D DD D D SUDUDUDUDD D DDRDRDRDRDRDSSUD UD UDUD UD UDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UG UG UGUGGGGGG GGGGG GDDDD D DUDUDUDUDUDUD SSSSSSSSSSD D D GGGWWWWWWWWOHOHOHOHOHOHOHOHOH"STOP""STOP" "STOP" "STOP" "DELIVERY TRUCKS ONLY" "NO OVERNIGHTPARKING" "NO PARKING" "NO PARKING" "STOP" "25 MPH" "STOP" CONCRETE PAD WITH MTC TRASH COMPACTOR CONCRETE RAMP LOADING DOCK TRANSFORMERON CONC. PAD M.T.C. ONCONC. PAD TRANSFORMERON CONC. PAD 20' SANITARY SEWER EASEMENTv. 388 p. 56 20' SANITARY SEWER EASEMENTv. 388 p. 56 WATER LINEL.O.W. CAP (r) 20' WATERLINE EASEMENTv. 388 p. 53 20' WATERLINE EASEMENTv. 388 p. 53 SPRINKLER VALVE VERMONT GAS SYSTEMS10' WIDE EASEMENTv. 383 p. 649 RECORD LOCATIONOF UNDERGROUND ELECTRIC GREEN MTN. POWER & BELL ATLANTIC10' WIDE EASEMENTv. 384 p. 184 TCE BENCHMARKCROSS CUT IN WESTERLYBOLT OF HYDRANTELEV. = 187.80 HANNAFORDS DRIVE FAYETTE ROAD272' ± 281' ± 336' ±379' ±307' ±860' ±72' ±489' ±628' ±65' ±65' ±187' ± 165' ±172' ±304' ±282' ± CITY OF SOUTH BURLINGTON20' WIDE RECREATION PATH EASEMENTv. 388 p. 53 CHAMPLAIN WATER DISTRICTWATERLINE LOCATIONNO EASEMENT RECORDED GREEN MOUNTAINPOWER EASEMENTNO WIDTH GIVENv. 7 p. 48 N/FCHAMPLAIN WATER DISTRICT N/FHUMANE SOCIETY OFCHITTENDEN COUNTY N/FHANNAFORD BROTHERS OPEN WATER AS SEENFROM GOOGLE EARTH RECORD LOCATIONOF GAS LINE N/F STATE OF VERMONT (RAILROAD TRACKS) N/F HANNAFORD BROTHERS,MARTIN'S FOODS OF S. BURLINGTON EXISTING COMMERCIAL BUILDING FIRE LANE SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SBSBSB SBSBSBSBSBSBSB SB SB SBSB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SBPEDESTRIANCROSSINGØØØØØØØØØØØØØØØØØØØØØØØØPOTASH B R O O K VSWICLASS 2WETLAND) 50' CLASS 2WETLAND BUFFER RIVER COR R I D O R O V E R L A Y ELEC. VEH.CHARGING STATION (TYP) NEW OVERHEADDOOR NEWENTRY DOOR(DOUBLE)DDFENCEDDUMPSTER PADS DD SNOW STORAGE AREAPROPOSED AUTO SALES AND SERVICE NEWENTRY DOOR (SINGLE) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020CIVILABIGAIL A. D ER YSTATE OF VERM ON T PROFESSIONAL ENGI N EERLICENSED Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless notedas such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, butnot limited to, contract documents, specifications, owner/contractor agreements, building and mechanicalplans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design andlocation of buildings shown, including an area measured a minimum five (5) feet around any building and coordinatingfinal utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought tothe attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 60 120 180 15°±VT GridMagnetic Overall Site Plan C2-01 12/13/2022 1" = 60' 22-338 AAD ---- 368 & 370 Tesla Center S. Burlington, VT TRT ID #31271 218 Hannafords Dr. S. Burlington, VT 05403 SPAN:600-188-15841 PROJECT LOCATION ZONING NOTES: 1.BUILDING SIZE = 46,703 SF 2.BUILDING COVERAGE = 6.19% NO CHANGE (40% MAX) 3.LOT COVERAGE = 207,146 SF = 27.4% NO CHANGE (70% MAX) 4.FRONT YARD COVERAGE = 21,584 SF = 60.7% NO CHANGE 5.SETBACKS = NO CHANGE FRONT = 30 FT MIN SIDE = 15 FT MIN REAR = 30 FT MIN 6.PARKING SPACES EXISTING (STANDARD) = 260 SPACES PROPOSED (STANDARD) = 257 SPACESACCESSIBLE = 8 SPACES 7.BICYCLE PARKING SHORT TERM (NON-RES USE) = 1SP/5,000SF = 10 SPACESLONG TERM 50% OF SHORT TERM = 5 SPACES 8.TRAFFIC EXISTING=248 PM PEAK HOUR TRIPSPROPOSED = 111 PM PEAK HOUR TRIPS 9.WATER/WASTEWATEREXISTING 4,125 GPDPROPOSED2,770 GPD PROJECT INFORMATION: 1.OWNER OF RECORD: SOUTHLAND ENTERPRISES INC.HANNAFORD BROS CO PO BOX 6500CARLISLE, PA 17013 2.TAX PARCEL ID: 0675-00040.L 3.PHYSICAL ADDRESS 218 HANNAFORDS DR. OF PROPERTY:S. BURLINGTON, VT 05403 05403 4.PARCEL SIZE: 17.33 ACRES 5.ZONING DISTRICT: COMMERCIAL 1- AUTO THE PURPOSE OF THIS PLAN IS TO PERMIT THECHANGE IN USE FROM SHOPPING CENTER TOAUTOMOBILE SALES AND SERVICE. 30' FRONTSETBACK 15' SIDE SETBACK 30' REAR SETBACK PS WWWW W W W W W W W W W W W W WWWWWWWWWWW W UD UD UD UD UD UDDDDD DDD D D D D D D D D D D D DDDDDDUDUDUDUDUDUDUDUDUDUDUDUD UD UD D D D D D D DS SSS SS SSSFM FMFMFM FM FM FM FM FM FM FM FM FM FM FM WWWSSSSS S SWWW D D D DD D D D D DD D D D DSSUDUDUDUDUDUDD D D D DDDRDRDRDRDRDRDRDRDSSSUD UD UDUDUDRDUD UDUD UDUD UDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD DUG UG UG UG UGUGUGGGGGGGGG GGGGGG G GDDDDDD D D D D DUDUDUDUDUDUDUDUDUDUD SSSSSSSSSSSSDD D D D D GGOHOHAF2" "STOP""STOP" "STOP" "STOP" "DELIVERY TRUCKS ONLY" "NO OVERNIGHT PARKING" "NO PARKING" "NO PARKING" "STOP" "25 MPH" "STOP" CONCRETE PAD WITH MTC TRASH COMPACTOR CONCRETE RAMP LOADING DOCK 190 185 185185185185 188188 188 18 8 18 8 18 8 188 191191 191191191191 189189 189189 189189 184184 184 184184 18418 4 184 184 184184182182 182182182 182 182 182 182 179179179179179 179 17917 9 186 186 186 186 186 186186186 186 186 178178 178178178 178 178 183183 183 183 183 183183183 183 183 18 3 192192192 192 192 19 2 192 177177 177177177 177 177 187187 187187187 187 18 7 187 172172172172172172 17217 2 171171171 171171 171 17 1 164164 164 164 164164 164 164 164 164163163 163 163163163 163163 163 181181181181181 181 181 176176 176176176 176 176 174174 174174 174 174 174 173173 173173173 173 173 156156 156156 156 156156156 169169 169169 169169 169 16 9 168168168 168168168 168 168 168 167167167 167167167167 167 167 166166 166 16 6166 166166 166 166 162 162162 162162 162 162 162161161 161161 161161 161161 161159 15 9 159159159 15915 9 159 157 15 7157 157 157 157 157158158 158 158158 158 158 158 201 201 199 199 19 9 199 19 8 198 19 8 198 197 197 197 19 7 197 203 209 189189190 19 4 194194194194 194 194194193 193 193193193193 193193 188188 202186 186186187187 185 185185185185 196196 19 6 196 19 6 196 168 168 168166 166 166167 167 167154 154 154154 153 153153 153 152152152 152 152 152 151151 151151 151 154154 153153 144 144 144 144 136136 149 149149 149 134 134 134 13 4 148 148 148 148 147 147147 147 149 132132 132132131131 131131 146 142 142 142 142 14 8147 141 141 141 141 146 146 146 146 144 143143 14 3 139 139 139 138138 138 137 137 137 137 133133 190 19019 0190190190 185 185 185 18518 5 185 185185 170170170 170 170 170 170 18018018 0 180180 180 180 175175 175175175 175 175 165165 165 165165 165 165 165 165160160 160160160 160160 160200 200 200 195195 19 5 19 5 195195195 195 195 195195 195195 195 155155 155 155 155 150 155 155150 150150 150 15 0 145 145 145 145 135 135 135 145 140 140 140 140 130 130 130 130 TRANSFORMERON CONC. PAD M.T.C. ONCONC. PAD TRANSFORMER ON CONC. PAD 20' SANITARY SEWER EASEMENT v. 388 p. 56 20' SANITARY SEWER EASEMENTv. 388 p. 56 WATER LINEL.O.W. CAP (r) 20' WATERLINE EASEMENT v. 388 p. 53 20' WATERLINE EASEMENTv. 388 p. 53 SPRINKLER VALVE VERMONT GAS SYSTEMS 10' WIDE EASEMENTv. 383 p. 649 RECORD LOCATION OF UNDERGROUND ELECTRIC GREEN MTN. POWER & BELL ATLANTIC10' WIDE EASEMENT v. 384 p. 184 TCE BENCHMARKCROSS CUT IN WESTERLY BOLT OF HYDRANT ELEV. = 187.80 HANNAFORDS DRIVE FAYETTE ROAD281' ± 336' ±379' ±307' ±860' ±628' ±65' ±65' ±187' ± 165' ± N/F HUMANE SOCIETY OFCHITTENDEN COUNTY N/FHANNAFORD BROTHERS OPEN WATER AS SEENFROM GOOGLE EARTH RECORD LOCATIONOF GAS LINE N/FHANNAFORD BROTHERS,MARTIN'S FOODS OF S. BURLINGTON EXISTING COMMERCIAL BUILDING SMHRIM=181.66(f) SMH RIM=181.73(f) PUMP STATIONRIM=183.91(f) VALVE PITRIM=183.62(f) SMHRIM=183.49(f) SMH RIM=182.86(f) SMHRIM=182.29(f) SMH RIM=183.49(f) SMH RIM=183.85(f) SMHRIM=194.85(f) SEWER STUB(r) RECORDLOCATION SMHRECORD LOCATION SMHRECORDLOCATION ELECTRIC METER AND ALARM PANEL CB RIM=180.31(f) CBRIM=180.54(f) CB RIM=181.36(f)CBRIM=181.66(f) CBRIM=183.26(f) CBRIM=184.69(f) CB RIM=184.25(f) RIM=185.14(f) CB RIM=187.92(f)CB RIM=191.20(f) CB RIM=194.27(f) CB RIM=194.15(f) i=180.71(f) CBRIM=194.99(f) CBRIM=194.08(f) CB RIM=194.21(f) SMHRIM=186.48(f) DMH RIM=186.74(f) CB RIM=182.77(f) CB RIM=182.00(f) CB RIM=182.06(f) CB RIM=182.18(f) CB RIM=183.03(f) CB RIM=183.83(f) DMHRIM=185.55(f) CBRIM=181.11(f) CBRIM=183.13(f) DMHRIM=174.87(f) SMHRIM=188.46(f) DMH RIM=185.52(f) DMH RIM=190.77(f) DMHRIM=189.78(f) CB RIM=189.30(f) CBRIM=187.55(f) 36" OUTFALL(r) OUTLET CONTROL STRUCTURE(r) DMHRIM=186.03(f) CBDOUBLE INLET RIM=182.45(f) DMHRECORD LOCATION FP6" FP4" FP4"FP6"FP6" FP6" FP6"FP6" FP6"FP6" AF6" AF8" AF8" AF8" AF8" AF8" AF8" AF6" AF6"AF6" AF2"AF4"AF4" AF6"AF6" AF6" AF6" AF6" AF2" AF4" AF6" AF6" DMHRIM=190.78(f) LANDSCAPE BERM 36 Norway spruce 20 hemlock21 white spruce FIRE LANE EXISTING LIGHT FIXTURETO REMAIN SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB SB SB SB SB SBSBSB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBPEDESTRIANCROSSINGDMH RIM=183.58(f)ØØØØØØØØØØØØØØØØØØØØØØPOTASH B R O O K VSWI CLASS 2 WETLAND) 50' CLASS 2WETLAND BUFFER RIVER CORR I D O R O V E R L A Y (1)AF (2)AF (1)AF (3)AF (1)AF ELEC. VEH.CHARGING STATION (TYP) NEW OVERHEAD DOOR NEW ENTRY DOOR(DOUBLE)DDFENCEDDUMPSTER PADS DD (1)AFSNOW STORAGE AREAINVERTED UBIKE RACK (10-SPACES) PROPOSED AUTO SALES AND SERVICE NEWENTRY DOOR (SINGLE) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020CIVILABIGAIL A. D ER YSTATE OF VERM ON T PROFESSIONAL ENGI N EERLICENSED Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless notedas such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, butnot limited to, contract documents, specifications, owner/contractor agreements, building and mechanicalplans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design andlocation of buildings shown, including an area measured a minimum five (5) feet around any building and coordinatingfinal utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought tothe attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 0 Feet Graphic Scale 40 80 120 15°±VT GridMagnetic Site Plan C2-02 12/13/2022 1" = 40' 22-338 AAD ---- 368 & 370 Tesla Center S. Burlington, VT TRT ID #31271 218 Hannafords Dr. S. Burlington, VT 05403 SPAN:600-188-15841 PROPOSED PLANT SCHEDULE SYM QTY SCIENTIFIC NAME COMMON NAME SIZE COMMENTS AF 9 Acer freemanii Freeman's Maple 2" B&B SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30"O.C.8'30"24"30"24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES:1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 070.1.2LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERSTRASH DUMPSTER ENCLOSURE10'0"8'0" OPENING 1"=4'0" 1"=4'0"FRONT ELEVATION5.5"1"=1'0"SIDING DETAIL 1"=4'0"TYPICAL ELEVATIONPLAN3.5" 1"=4'0"SECTION18"STRAP HINGEBOLT THROUGHFRAMEGATES 1/2" MDO BOARD 1'X4" TRIMLATCH8" CONCRETE SLABCLASS A CONCRETEWITH BROOM FINISHSILL1"X8" PINE CAP1"X6" #2 PINE SIDINGSTAIN TO MATCHBUILDING2"X4" FRAME#4 REBARS 12" O.C.,BOTH WAYS18" CRUSHED STONEWITH 140NGEOTEXTILE FABRICAROUND STONEUNDISTURBED SOIL T.O MASONRY EL 124'-6"FIN MEZZ FLR EL 111'-8"FIN FLR EL 100'-0"T.O.MASONRY EL 122"-0"B.O.BOND BM EL 120'-0"B.O.BOND BM EL 111'-4"FIN FLR EL 100'-0"T.O.FDN WALL EL 99'-4"T.O.MASONRY EL 124'-6"T.O.MASONRY EL 121'-3"B.O.BOND BM EL 118'-8"B.O.BOND BM EL 111'-4"FIN FLR EL 100'-0"T.O.FDN WALL EL 99'-4"T.O.WALL EL 127'-8"T.O.MASONRY EL 124'-6"B.O.BOND BM EL 122'-0"T.O.BRICK EL 114'-0"B.O.SOFFIT EL 110'-0"FIN FLR EL 100'-0"T.O MASONRY EL 127'-8"T.O MASONRY EL 124'-6"T.O BRICK EL 114'-0"B.O.SOFFIT EL 110'-0"FIN FLR EL 100'-0"T.O BRICK EL 113'-4"T.O.WALL EL 127'-5"T.O.MASONRY EL 124'-6"B.O.BOND MB EL 122'-0"T.O.BRICK EL 114'-0"B.O.SOFFIT EL 110'-0"FIN FLR EL 100'-0"T.O.MASONRY EL 124'-6"T.O.MASONRY EL 121'-3"B.O.BOND BM EL 118'-8"B.O.BOND BM EL 111'-4"FIN FLR EL 100'-0"T.O.FDN EL 99'-4"T.O.MASONRY EL 124'-6"B.O.BOND BM EL 120'-0"B.O.BOND BM EL 110'-8"FIN FLR EL 100'-0"T.O.FDN WALL EL 99'-4"T.O.MASONRY EL 122'-0"SCALE:3/32" = 1'-0"EAST EXTERIOR ELEVATION1A4.01aEXTERIORELEVATION -RENOVATIONAS NOTEDSCALE:3/32" = 1'-0"NORTH EXTERIOR ELEVATION2SCALE:3/32" = 1'-0"WEST EXTERIOR ELEVATION3SCALE:3/32" = 1'-0"SOUTH EXTERIOR ELEVATION4SCALE:PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONSHEET NUMBERBEFORE BID AWARD©XX.XX.XXADDENDUM 1AFTER BID AWARDXX.XX.XXREVISION 1JACOBS ENGINEERING GROUP INC.5985 ROGERDALE ROADHOUSTON, TEXAS 77072+1-281-721-8400WWW.JACOBS.COMTEXAS P.E. FIRM F-2966PRELIMINARYTHIS DOCUMENTPRELIMINARYAND ARERELEASED FORDESIGN REVIEWONLYTHEY ARE NOT TO BEFOR BIDDING,OR CONSTRUCTION09.29.2275% SET ISSUE01.12.23100% TESLA REVIEWTESLA 31271JACOBS WJXN4433PROJECT NUMBER:TESLA CENTERS. BURLINGTON, VTTRT ID #31271218 HANNAFORDS DR.BURLINGTON, VT05403XX.XX.22PERMIT SET ISSUEKEYED NOTESNEW MEDIUM SPEED PARTIAL VISION OVERHEAD DOOR AND RAMP.PAINT EXISTING BLOCK BUNNY GRAY PT-8.PAINT EXISTING BLOCK TROUT GRAY PT-5.PAINT EXISTING METAL PANELS TROUT GRAY PT-5.DOOR VINYL WITH HOURS.NEW STAIRS, DOOR HARDWARE AND PLATFORM TYP. REFER TO STRUCTURAL FORADDITIONAL INFORMATION.DOCK LEVELERS AND LOCKS TO BE REPAIRED. NEW OVERHEAD DOORS(INSULATED).EXTERIOR TO BE POWER WASHED/ CLEANED PREPPED FOR NEW PAINT TYP.ALL EXTERIOR DOORS AND HARDWARE TO BE REPLACED WITH NEW.REWORK, REPAIR EXISTING RAMP AND RAILING TYP. PAINT PT-8.ALL EXTERIOR DOOR AND FRAMES TO BE PAINTED U.N.O. TYP. (PT-8).REPAIR EXISTING STAIR AND PLATFORM TYPADD ALTERNATE - PROVIDE COST FOR REPLACING CANOPIES WITH SINGLECONTINUOUS CANOPY. EXISTING CANOPY TO BE PAINTEDALL (E) WINDOW FRAMES TO BE CAULK AND SEALED AS NEEDED.NEW 3'-0"x7'-0" MAN DOOR AND HARDWARE. REFER TO STRUCTURAL FORADDITIONAL INFORMATION.NEW INFILL WALL.NEW EXTENSION TO EXISTING PARAPET.NOT USED.NOT USED.NOTESXARCHITECTURAL1) EXISTING CONCRETE LANDINGS AT SIDES OF BUILDING DAMAGED AT HANDRAIL CONNECTIONTO CONCRETE.2) EXISTING CONCRETE RAMP AT BACK OF BUILDING DAMAGED AT HANDRAIL CONNECTIONTO CONCRETE.3) OVERHEAD DOOR SECTIONAL DOORS. REAL ESTATE COMPANY DID NOT HAVE THE KEY. NOTABLE TO VERIFY OPERATION.4) ALL (E) WALLS TO BE PRESSURE WASHED AND CRACKS SEALED BEFORE PAINTING5) ALL DEVICES MOUNTED TO HAVE HOUSING TO COMPLIMENT PAINT COLOR.13234567891011124154167110989121314131414141515161616171717X181933333333321717229112222911229119111111 T.O MASONRY EL 127'-8"T.O MASONRY EL 124'-6"T.O BRICK EL 114'-0"B.O.SOFFIT EL 110'-0"FIN FLR EL 100'-0"T.O BRICK EL 113'-4"2A4.02bT.O. FINISH FLOOR0'-0"T.O. STOREFRONT10'-0" A.F.F.T.O. PARAPET30'-0" A.F.F. +/- SOLDIER COURSE CMUW 1/2" OVERHANG5/8 GYP BOARDSINGLE PLY MEMBRANEOVER 1/2 " GYP SHEATHINGOVER 6" MTL STUDS SEESTRUCTURAL2 1/2" RIGIDINSULATION1 1/2" METAL DECK3 1/2 FIBERGLASS BATTINSULATION6" FIBERGLASS BATTINSULATIONEXTERIOR DOUBLEDOORSEXISTING STANDINGSEAM METAL ROOFINGSCALE:PROJECT NUMBER:DRAWING TITLEISSUE / REVISIONSHEET NUMBERBEFORE BID AWARD©XX.XX.XXADDENDUM 1AFTER BID AWARDXX.XX.XXREVISION 1JACOBS ENGINEERING GROUP INC.5985 ROGERDALE ROADHOUSTON, TEXAS 77072+1-281-721-8400WWW.JACOBS.COMTEXAS P.E. FIRM F-2966PRELIMINARYTHIS DOCUMENTPRELIMINARYAND ARERELEASED FORDESIGN REVIEWONLYTHEY ARE NOT TO BEFOR BIDDING,OR CONSTRUCTION09.29.2275% SET ISSUE01.12.23100% TESLA REVIEWTESLA 31271JACOBS WJXN4433PROJECT NUMBER:TESLA CENTERS. BURLINGTON, VTTRT ID #31271218 HANNAFORDS DR.BURLINGTON, VT05403XX.XX.22PERMIT SET ISSUESCALE:3/32" = 1'-0"EXTERIOR ELEVATION 1A4.01bEXTERIORELEVATIONAS NOTEDSCALE:1/2" = 1'-0"WALL SECTION2KEYED NOTESNEW MEDIUM SPEED PARTIAL VISION OVERHEAD DOOR AND RAMP.PAINT EXISTING BLOCK BUNNY GRAY PT-8.PAINT EXISTING BLOCK TROUT GRAY PT-5.PAINT EXISTING METAL PANELS TROUT GRAY PT-5.DOOR VINYL WITH HOURS.NOT USED.NOT USED.EXTERIOR TO BE POWER WASHED/ CLEANED PREPPED FOR NEW PAINT TYP.ALL EXTERIOR DOORS AND HARDWARE TO BE REPLACED WITH NEW.NOT USED.ALL EXTERIOR DOOR AND FRAMES TO BE PAINTED U.N.O. TYP. (PT-8).REPAIR EXISTING STAIR AND PLATFORM TYPADD ALTERNATE - PROVIDE COST FOR REPLACING CANOPIES WITH SINGLECONTINUOUS CANOPY.ALL (E) WINDOW FRAMES TO BE CAULK AND SEALED AS NEEDED.NEW 3'-0"x7'-0" MAN DOOR AND HARDWARE. REFER TO STRUCTURAL FORADDITIONAL INFORMATION.NEW INFILL WALL.NEW EXTENSION TO EXISTING PARAPET.NOT USEDNOT USED.NOTESXARCHITECTURAL1) ALL (E) WALLS TO BE PRESSURE WASHED AND CRACKS SEALED BEFORE PAINTING2) ALL DEVICES MOUNTED TO HAVE HOUSING TO COMPLIMENT PAINT COLOR.1234567891011121314151617X181934154113TYP.141414192171718911229118TYP.8TYP.