City Council With Mayor Presiding

City Council With Mayor Presiding Monday, May 11, 2026, 7:05 PM, Contois Auditorium, 149 Church Street, 2nd Floor Join from PC, Mac, iPad, or Android: https://zoom.us/j/99528313589 Phone one-tap: +13052241968, 99528313589# US Join via audio: +1 305 224 1968 US Webinar ID: 995 2831 3589 International numbers available: https://zoom.us/u/arLe3fybY **CCTV link: https://www.youtube.com/playlist?list=PLljLFn4BZd2PwCge7lNoKug676jIf_iUA ** 1. Agenda Subject 1.1. Motion to adopt agenda Meeting May 11, 2026 - City Council With Mayor Presiding Meeting - Monday, May 11, 2026, 7:05 PM, Contois Auditorium, 149 Church Street, 2nd Floor Category 1. Agenda Department Council and Board Type Action Procedural Recommended Action Motion to adopt agenda 2. Cherry Street Condemnation Request: Reconnecting Bank and Cherry Streets Subject 2.1. Cherry Street Condemnation Request: Reconnecting Bank and Cherry Streets - DPW Meeting May 11, 2026 - City Council With Mayor Presiding Meeting - Monday, May 11, 2026, 7:05 PM, Contois Auditorium, 149 Church Street, 2nd Floor Page 1 of 34  Category 2. Cherry Street Condemnation Request: Reconnecting Bank and Cherry Streets Department Public Works Department Type Action Recommended Action The City Council With Mayor Presiding authorizes the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for the highway alteration project known as Reconnecting Bank and Cherry (Burlington CDS CD23(1)), and to set a time and place for the site visit and hearings to determine necessity and compensation, if any, at the times and places described in the attached draft Citation/Notice. a. To set a date for the Necessity Hearing on ___________________________ b. To set a date for the Compensation Hearing on___________________________ 3. Adjournment Subject 3.1. Motion to adjourn Meeting May 11, 2026 - City Council With Mayor Presiding Meeting - Monday, May 11, 2026, 7:05 PM, Contois Auditorium, 149 Church Street, 2nd Floor Category 3. Adjournment Department Council and Board Type Action Procedural Recommended Action Motion to adjourn Page 2 of 34  City of Burlington Department of Public Works Technical Services Engineering Division 645 Pine Street, Suite A Burlington, VT 05402 P 802-863-9094 / F 802-863-0466 / TTY 802-863-0450 www.burlingtonvt.gov/DPW Memo Date: May 11, 2026 To: City Council with Mayor Presiding From: Julia Ursaki P.E., Public Works Engineer Corey Mims P.E., Senior Public Works Engineer Laura Wheelock P.E., City Engineer CC: Chapin Spencer, Director Public Works Subject: Cherry Street Condemnation Request Reconnecting Bank and Cherry Streets Background: Reconnecting Bank & Cherry Streets is a transformational project that will reknit together the center of our downtown grid, which was severed by Urban Renewal over 50 years ago. Now, with two federal grants and Tax Increment Financing (TIF) funding, we can deliver tens of millions of dollars of infrastructure upgrades while limiting property tax impacts for residents. This project will revitalize the streetscape and expand the aesthetic of Church Street to support local businesses and provide utility upgrades that are necessary to enable housing development within this underutilized area of our downtown. As we move forward with the Cherry Street right-of-way process, there are nine parcels that will have minor temporary impacts during construction, and one parcel that will be impacted with a permanent easement needed for drainage infrastructure. The primary driving factor of the temporary easements is that our sidewalk is at the edge of the right-of-way, and rebuilding it requires extra space beyond the right-of-way to lay the formwork, pour the concrete, and also tie in existing driveways to the newly poured sidewalk. The one permanent easement that the City is requesting is in an existing easement area that is part of the Downtown Transit Center. This permanent easement will allow the City to install a new catch basin at the existing curb line. Impacted Parcels: All impacted parcels are shown in Attachment 1. The project will need temporary construction easements and one permeant easement. These easements accommodate reconstructing the sidewalk at the edge of the right-of-way, tying in existing driveways to the sidewalk, and Page 3 of 34 drainage improvements. Both types of easements (temporary and permanent) are labelled in the attachment. Process/Timeline: The Cherry Street Congressionally Directed Spending (CDS) has a strict funding timeline that is dictating the project schedule, including a date constraint to obligate construction funds by September 2026. The City must take all efforts to meet this deadline to avoid jeopardizing the project’s federal funding, which is why we are requesting to initiate these proceedings now. The following process outlines the steps taken thus far and next steps that align with this September 2026 timeline. This timeline ensures that we are able to move the project along and meet our funding obligation deadlines. Overall Easement Timeline and Process: - Property owner meetings (January 2026) - Property owners received offers (February and March 2026) - Subsequent property owner meetings (Ongoing) - 5/11/26 City Council with Mayor Presiding (today) o Request that a hearing date is set for the following:  Necessity Hearing  Compensation Hearing - Citation/Notice (draft included in Attachment 2) is sent to property owners and public following approval on 5/11/26 - 6/22/2026 City Council with Mayor Presiding o This meeting opens the two hearings noted above. It includes:  A mandatory site visit,  Presentation by the project team to explain why the property takings are necessary,  Questions by Councilors and Mayor,  Testimony by property owners. o This occurs for each of the two hearings - City Council meetings in July - Continuation of any Hearings o Information provided as a continuation are usually shorter topics but allow for staff to bring requested information/clarity from questions and testimony or allow CC w/MP to formally vote. o It is not required to act on these hearings in a public setting, but DPW believes it is best with this project to keep conclusions during one of the warned meetings. - VTrans compiles Right-of-Way files and submits documents to Federal Highway Administration (August 2026) - Federal Highway Administration reviews documents and submits project change of status to obligate the Construction Phase funding (no later than September 15, 2026) Additional information about this process can be found in the Necessity/Compensation Process Memo (Attachment 3) that includes the definitions, descriptions, and requirements of this process. While some property owner offers are close to reaching agreement, only four of the ten have been signed as of May 6, 2026. The City is still able to negotiate and settle with property owners throughout the Necessity and Compensation Process. Only at the conclusion of Page 4 of 34 Compensation does the negotiations process conclude and compensation is determined for any parcels that have not already settled. At this point, the City is able to continue to advance the project with Necessity found and determination of fair Compensation. Any additional appeals can be handled through the court process as the project advances and construction obligation is met for funding. The City’s goal is to get our current easement offers accepted before the necessity/compensation hearing. To ensure that our project schedule and funding obligation deadlines are met, we are requesting to start the compensation process with this memo. If approved, the City will send the Citation/Notice (included in Attachment 2) to all impacted property owners and parties in accordance with City, State, and Federal rules. Urgency to Advance through Right-of-Way Phase FHWA will not obligate construction funding until VTrans has issued a Right-of-Way Clearance Certificate. In order for VTrans to issue the Right-of-Way Clearance Certificate, all acquisitions for the project need to be completed through negotiations and/or a decision on condemnation must be made by the City and recorded, and the City must compensate to the property owner or place funds in escrow for all property rights required by the project. If this obligation deadline is missed there is not an opportunity for an extension. Based on direction from FHWA, this is a firm deadline and there will be no opportunity for a project-specific extension, so any remaining Congressionally Directed Spending funds that are not obligated by September 2026 will be lost. To date, only $880,000 in federal funds have been obligated by FHWA out of the $12M in federal funds awarded through the Congressionally Directed Spending. If any portion of these funds are lost, the City does not have sufficient funds available to advance this project. Please note that the RAISE grant that is also funding this work was awarded one year later than the Congressionally Directed Spending, and construction funds for that portion of the work need to be obligated by September 2027. Motions: City Council with Mayor Presiding 1. The City Council authorizes the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for the highway alteration project known as Reconnecting Bank and Cherry (Burlington CDS CD23(1)), and to set a time and place for the site visit and hearings to determine necessity and compensation, if any, at the times and places described in the attached draft Citation/Notice. a. To set a date for the Necessity Hearing on Monday June 22, 2026 at 6 PM EDT b. To set a date for the Compensation Hearing on Monday June 22, 2026 at 6 PM EDT c. To set a date for the Site Visit on Monday June 22, 2026 at 5 PM EDT Attachments: 1. Right-of-Way Plans with Easements 2. Draft Citation/Notice 3. Necessity/Compensation Process Memo Page 5 of 34 Cherry Street Condemnation May 11, 2026 Purpose for Tonight: PR E PA R ED B Y Project Updates, Property Owner Engagement Start of the Condemnation Process Burlington Department of Public Works 645 Pine Street, Burlington VT, 05401 802-809-1355 Page 6 of 34  GREAT STREETS 2 Reconnecting Bank & Cherry Project Status & Milestones Recently • November 2025: Right of Way Plan Submission • January 2026: Property Owner Meetings • April 2026: Draft 85% Plans for City Review Current • Right of Way Acquisition • Incorporating City Staff Comments B U R LI N GT ON D E PA R T ME NT O F PU B L I C W O RK S Page 7 of 34  GREAT STREETS 3 Reconnecting Bank & Cherry Upcoming Milestones May 30th Final Plans to VTrans June Permit Submissions August Contract Plans 100% September Construction Authorization from FHWA Meeting these milestone is critical to meeting the September deadline set for the Congressionally Directed Spending (CDS) that funds a large portion of the project. B U R LI N GT ON D E PA R T ME NT O F PU B L I C W O RK S Page 8 of 34  GREAT STREETS 4 Reconnecting Bank & Cherry Cherry Street Condemnation Current request focuses on Cherry Street Only. • CDS Funding has Sept 2026 Deadline vs RAISE Sept 2027 B U R LI N GT ON D E PA R T ME NT O F PU B L I C W O RK S Page 9 of 34  GREAT STREETS 5 Reconnecting Bank & Cherry Request to the City Council with Mayor Presiding Property Acquisitions • Temporary Easements to reconstruct the sidewalk • Includes restoration of driveways and green spaces • One permanent easement request for a catch basin Set Date for Necessity and Compensation Hearing, and Site Visit Proposed: Monday June 22, 2026 5:00 PM Site Visit 6:00 PM Necessity/Compensation Hearing B U R LI N GT ON D E PA R T ME NT O F PU B L I C W O RK S Page 10 of 34 6 Image Credit: Suisman Urban Design Project Website Thank You greatstreetsbtv.com/gs-initiative/reconnecting-bank-cherry/ Page 11 of 34 Motions: City Council with Mayor Presiding 1. The City Council authorizes the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for the highway alteration project known as Reconnecting Bank and Cherry (Burlington CDS CD23(1)), and to set a time and place for the site visit and hearings to determine necessity and compensation, if any, at the times and places described in the attached draft Citation/Notice. a. To set a date for the Necessity Hearing on Monday, June 22, 2026 at 6PM EDT b. To set a date for the Compensation Hearing on Monday, June 22, 2026 at 6PM EDT c. To set a date for the Site Visit on Monday, June 22, 2026 at 5PM EDT Page 12 of 34  City of Burlington Department of Public Works Technical Services Engineering Division 645 Pine Street, Suite A Burlington, VT 05402 P 802-863-9094 / F 802-863-0466 / TTY 802-863-0450 www.burlingtonvt.gov/DPW Memo Date: May 11, 2026 To: City Council with Mayor Presiding From: Julia Ursaki P.E., Public Works Engineer Corey Mims P.E., Senior Public Works Engineer Laura Wheelock P.E., City Engineer CC: Chapin Spencer, Director Public Works Subject: Cherry Street Condemnation Request Reconnecting Bank and Cherry Streets Background: Reconnecting Bank & Cherry Streets is a transformational project that will reknit together the center of our downtown grid, which was severed by Urban Renewal over 50 years ago. Now, with two federal grants and Tax Increment Financing (TIF) funding, we can deliver tens of millions of dollars of infrastructure upgrades while limiting property tax impacts for residents. This project will revitalize the streetscape and expand the aesthetic of Church Street to support local businesses and provide utility upgrades that are necessary to enable housing development within this underutilized area of our downtown. As we move forward with the Cherry Street right-of-way process, there are nine parcels that will have minor temporary impacts during construction, and one parcel that will be impacted with a permanent easement needed for drainage infrastructure. The primary driving factor of the temporary easements is that our sidewalk is at the edge of the right-of-way, and rebuilding it requires extra space beyond the right-of-way to lay the formwork, pour the concrete, and also tie in existing driveways to the newly poured sidewalk. The one permanent easement that the City is requesting is in an existing easement area that is part of the Downtown Transit Center. This permanent easement will allow the City to install a new catch basin at the existing curb line. Impacted Parcels: All impacted parcels are shown in Attachment 1. The project will need temporary construction easements and one permeant easement. These easements accommodate reconstructing the sidewalk at the edge of the right-of-way, tying in existing driveways to the sidewalk, and Page 13 of 34 drainage improvements. Both types of easements (temporary and permanent) are labelled in the attachment. Process/Timeline: The Cherry Street Congressionally Directed Spending (CDS) has a strict funding timeline that is dictating the project schedule, including a date constraint to obligate construction funds by September 2026. The City must take all efforts to meet this deadline to avoid jeopardizing the project’s federal funding, which is why we are requesting to initiate these proceedings now. The following process outlines the steps taken thus far and next steps that align with this September 2026 timeline. This timeline ensures that we are able to move the project along and meet our funding obligation deadlines. Overall Easement Timeline and Process: - Property owner meetings (January 2026) - Property owners received offers (February and March 2026) - Subsequent property owner meetings (Ongoing) - 5/11/26 City Council with Mayor Presiding (today) o Request that a hearing date is set for the following:  Necessity Hearing  Compensation Hearing - Citation/Notice (draft included in Attachment 2) is sent to property owners and public following approval on 5/11/26 - 6/__/2026 City Council with Mayor Presiding o This meeting opens the two hearings noted above. It includes:  A mandatory site visit,  Presentation by the project team to explain why the property takings are necessary,  Questions by Councilors and Mayor,  Testimony by property owners. o This occurs for each of the two hearings - City Council meetings in July - Continuation of any Hearings o Information provided as a continuation are usually shorter topics but allow for staff to bring requested information/clarity from questions and testimony or allow CC w/MP to formally vote. o It is not required to act on these hearings in a public setting, but DPW believes it is best with this project to keep conclusions during one of the warned meetings. - VTrans compiles Right-of-Way files and submits documents to Federal Highway Administration (August 2026) - Federal Highway Administration reviews documents and submits project change of status to obligate the Construction Phase funding (no later than September 15, 2026) Additional information about this process can be found in the Necessity/Compensation Process Memo (Attachment 3) that includes the definitions, descriptions, and requirements of this process. While some property owner offers are close to reaching agreement, only four of the ten have been signed as of May 6, 2026. The City is still able to negotiate and settle with property owners throughout the Necessity and Compensation Process. Only at the conclusion of Page 14 of 34 Compensation does the negotiations process conclude and compensation is determined for any parcels that have not already settled. At this point, the City is able to continue to advance the project with Necessity found and determination of fair Compensation. Any additional appeals can be handled through the court process as the project advances and construction obligation is met for funding. The City’s goal is to get our current easement offers accepted before the necessity/compensation hearing. To ensure that our project schedule and funding obligation deadlines are met, we are requesting to start the compensation process with this memo. If approved, the City will send the Citation/Notice (included in Attachment 2) to all impacted property owners and parties in accordance with City, State, and Federal rules. Urgency to Advance through Right-of-Way Phase FHWA will not obligate construction funding until VTrans has issued a Right-of-Way Clearance Certificate. In order for VTrans to issue the Right-of-Way Clearance Certificate, all acquisitions for the project need to be completed through negotiations and/or a decision on condemnation must be made by the City and recorded, and the City must compensate to the property owner or place funds in escrow for all property rights required by the project. If this obligation deadline is missed there is not an opportunity for an extension. Based on direction from FHWA, this is a firm deadline and there will be no opportunity for a project-specific extension, so any remaining Congressionally Directed Spending funds that are not obligated by September 2026 will be lost. To date, only $880,000 in federal funds have been obligated by FHWA out of the $12M in federal funds awarded through the Congressionally Directed Spending. If any portion of these funds are lost, the City does not have sufficient funds available to advance this project. Please note that the RAISE grant that is also funding this work was awarded one year later than the Congressionally Directed Spending, and construction funds for that portion of the work need to be obligated by September 2027. Motions: City Council with Mayor Presiding 1. The City Council authorizes the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for the highway alteration project known as Reconnecting Bank and Cherry (Burlington CDS CD23(1)), and to set a time and place for the site visit and hearings to determine necessity and compensation, if any, at the times and places described in the attached draft Citation/Notice. a. To set a date for the Necessity Hearing on ___________________________ b. To set a date for the Compensation Hearing on___________________________ Attachments: 1. Right-of-Way Plans with Easements 2. Draft Citation/Notice 3. Necessity/Compensation Process Memo Page 15 of 34  CITY OF PROJECT LOCATION GRAND FRANKLIN CANADA ORLEANS ESSEX I SLE R.O.W. PLANS BURLINGTON C H IT T E N LA MO ILL E CA LE DO INDEX OF SHEETS D State of E N O N NI G T A IN H 1 TITLE NEW YORK A S W 2 CONVENTIONAL SYMBOLOGY LEGEND SHEET 3 ALPHABETICAL INDEX SHEET ADDISON ORANGE State of 4-5 DETAIL SHEETS NEW HAMPSHIRE 6-9 LAYOUT SHEETS N 10-11 TYPICAL SECTION SHEETS 12-13 CHERRY STREET PROFILE SHEETS I ND RUTLAND VT STATE PLANE GRI D SO R W BE NN PROPOSED IMPROVEMENT VICINITY MAP ING TO N WINDHAM COUNTY OF CHITTENDEN NOT TO SCALE Commonwealth of GREAT STREETS - RECONNECTING BANK & CHERRY MASSACHUSETTS VTRANS PROJECT NUMBER - CDS CD23(1) PROJECT LOCATION: BEGINNING AT THE CHERRY STREET/BATTERY STREET INTERSECTION AND CONTINUING EASTERLY ALONG CHERRY STREET APPROXIMATELY 2,027 FEET TO THE INTERSECTION WITH SOUTH WINOOSKI AVENUE. ALSO, BEGINNING AT THE PINE STREET/BANK STREET INTERSECTION AND CONTINUING EASTERLY ALONG BANK STREET APPROXIMATELY 1,217 FEET TO THE INTERSECTION WITH SOUTH WINOOSKI AVENUE. PROJECT DESCRIPTION: WORK TO BE PERFORMED UNDER THIS CONTRACT INCLUDES FULL DEPTH RECONSTRUCTION OF PORTIONS OF CHERRY ST. BANK ST., PINE ST, AND ST. PAUL ST. STORM WATER DRAINAGE SYSTEMS, STORM WATER TREATMENT, PERVIOUS AND IMPERVIOUS PAVERS, CONCRETE SIDEWALKS, GRANITE CURBING, SANITARY SEWER, WATER MAIN, UNDERGROUND UTILITY INSTALLATION AND RELOCATIONS, LANDSCAPING, LIGHTING, SIGNAGE, TRAFFIC SIGNAL; AND PUBLIC STREET AMENITIES. PROJECT LENGTH: CHERRY ST. 2003.69 LF 0.379 MI BANK ST. 1217.00 LF 0.230 MI PINE ST. 624.18 LF 0.118 MI ST. PAUL ST. 542.82 LF 0.103 MI TOTAL LENGTH OF ROW PROJECT: CHERRY ST. 1790.00 LF 0.339 MI END ROW PROJECT CDS CD23(1) STA. 28+39.00 (MM 0.537) 34.14' RT BATTERY N SO. WINOOSKI STREET CHERRY STREET AVE. VT STATE PLANE GRI D STA. 30+27.71 BEGIN ROW PROJECT PINE END PROJECT CDS CD23(1) STREET CHERRY STREET ST. PAUL CHURCH STA. 10+49.00 (MM 0.198) STREET STREET 85+00 STA. 10+24.02 49.00' LT BEGIN PROJECT 29+00 30+00 27+00 28+00 24+00 25+00 26+00 21+00 22+00 23+00 19+00 20+00 17+00 18+00 14+00 5 1+00 16+00 RRY STREET 13+00 CHE 84+00 0+00 11+00 12+00 1 74+00 44+00 83+00 CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE BATTERY WITH THESE PLANS AND THE STANDARD SPECIFICATIONS STREET FOR CONSTRUCTION DATED 2024, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION ON JUNE 27, 2023 FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT REVISIONS AND SUCH REVISED SPECIFICATIONS AND SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE PLANS. CITY OF BURLINGTON CHAIR, TRUSTEES SURVEYED BY : VT SURVEY ENGINEERING APPROVED DATE SURVEYED DATE : 06/10/2024 PROJECT MANAGER : LAURA WHEELOCK, PE Stantec Consulting Services Inc. DATUM PROJECT NAME : BURLINGTON 0 100 200 193 Tilley Drive Suite 101 VERTICAL NAVD 88 FT South Burlington VT U.S.A. 05403 PROJECT NUMBER : CDS CD23(1) Phone: (802) 864-0223 HORIZONTAL NAD 83 SPC (4400-VT) SCALE IN FEET www.stantec.com SHEET1 OF 13 SHEETS Page 16 of 34 GENERAL INFORMATION COMMON TOPOGRAPHIC POINT SYMBOLS UTILITY SYMBOLOGY EPSC LAYOUT PLAN SYMBOLOGY SYMBOLOGY LEGEND NOTE POINT CODE DESCRIPTION UNDERGROUND UTILITIES EPSC MEASURES THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER APL BOUND APPARENT LOCATION UTILITY (GENERIC-UNKNOWN) FILTER CURTAIN STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS BM BENCHMARK TELEPHONE SILT FENCE USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER BND BOUND ELECTRIC SILT FENCE WOVEN WIRE LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION, CB CATCH BASIN CABLE (TV) CHECK DAM AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND COMB COMBINATION POLE ELECTRIC+CABLE DISTURBED AREAS SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY DITHR DROP INLET THROATED DNC ELECTRIC+TELEPHONE REQUIRING RE-VEGETATION VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE USED TO CLARIFY AS NEEDED. EL ELECTRIC POWER POLE CABLE+TELEPHONE EROSION MATTING FPOLE FLAGPOLE ELECTRIC+CABLE+TELEPHONE PROPOSED UTILITIES GASFIL GAS FILLER GAS LINE SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY GP GUIDE POST WATER LINE (TYPICAL FOR WATER PLAN SHEET) GSO GAS SHUT OFF SANITARY SEWER (SEPTIC) GUY GUY POLE NEW WATER MAIN GUYW GUY WIRE ABOVE GROUND UTILITIES (AERIAL) ENVIRONMENTAL RESOURCES NEW GATE VALVE GV GATE VALVE UTILITY (GENERIC-UNKNOWN) NEW HYDRANT WETLAND BOUNDARY H TREE HARDWOOD TELEPHONE NEW DUCTILE IRON BEND RIPARIAN BUFFER ZONE HCTRL CONTROL HORIZONTAL ELECTRIC WETLAND BUFFER ZONE CAP HVCTRL CONTROL HORIZ. & VERTICAL CABLE (TV) SOIL TYPE BOUNDARY TEE HYD HYDRANT ELECTRIC+CABLE T&E THREATENED & ENDANGERED SPECIES IP IRON PIN ELECTRIC+TELEPHONE HAZARDOUS WASTE AREA (TYPICAL FOR SEWER PLAN SHEET) IPIPE IRON PIPE ELECTRIC+TELEPHONE AG AGRICULTURAL LAND NEW SANITARY SEWER MAIN LI LIGHT - STREET OR YARD CABLE+TELEPHONE HABITAT FISH & WILDLIFE HABITAT NEW SANITARY SEWER SERVICE MB MAILBOX ELECTRIC+CABLE+TELEPHONE FLOOD PLAIN FLOOD PLAIN MH MANHOLE (MH) UTILITY POLE GUY WIRE NEW SANITARY SEWER MANHOLE OHW ORDINARY HIGH WATER (OHW) MM MILE MARKER STORM WATER (TYPICAL FOR UTILITIES PLAN SHEETS) PM PARKING METER USDA FOREST SERVICE LANDS PMK PROJECT MARKER FIRSTLIGHT (PROPOSED) PROJECT CONSTRUCTION SYMBOLOGY WILDLIFE HABITAT SUIT/CONN POST POST STONE/WOOD BURLINGTON TELECOM (PROPOSED) RRSIG RAILROAD SIGNAL PROJECT DESIGN & LAYOUT SYMBOLOGY COMCAST (PROPOSED) RRSL RAILROAD SWITCH LEVER CZ CLEAR ZONE CENTURY LINK (PROPOSED) ARCHEOLOGICAL & HISTORIC . S TREE SOFTWOOD PLAN LAYOUT MATCHLINE CONSOLIDATED COMMUNICATION (PROPOSED) ARCH ARCHEOLOGICAL BOUNDARY SAT SATELLITE DISH BURLINGTON ELECTRIC (PROPOSED) HISTORIC DIST HISTORIC DISTRICT BOUNDARY SHRUB SHRUB GAS (PROPOSED) HISTORIC HISTORIC AREA SIGN SIGN PROJECT CONSTRUCTION FEATURES STUMP STUMP HISTORIC STRUCTURE TOP OF CUT SLOPE (TYPICAL FOR DRAINAGE PLAN SHEETS) TEL TELEPHONE POLE TOE OF FILL SLOPE NEW DRAINAGE LINES TIE TIE STONE FILL NEW DRAINAGE STRUCTURES TSIGN SIGN W/DOUBLE POST BOTTOM OF DITCH C L CONVENTIONAL TOPOGRAPHIC SYMBOLOGY VCTRL CONTROL VERTICAL CULVERT PROPOSED EXISTING FEATURES WELL WELL STRUCTURE SUBSURFACE ROAD EDGE PAVEMENT WSO WATER SHUT OFF PROJECT DEMARCATION FENCE ROAD EDGE GRAVEL R.O.W. ABBREVIATIONS (CODES) & SYMBOLS BARRIER FENCE DRIVEWAY EDGE THESE ARE COMMON VAOT SURVEY POINT SYMBOLS TREE PROTECTION ZONE (TPZ) POINT CODE DESCRIPTION DITCH FOR EXISTING FEATURES, ALSO USED FOR PROPOSED STRIPING LINE REMOVAL BF BARRIER FENCE FOUNDATION FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION SHEET PILES CH CHANNEL EASEMENT FENCE (EXISTING) WITH PROPOSED ANNOTATION. CONST CONSTRUCTION EASEMENT FENCE WOOD POST CUL CULVERT EASEMENT FENCE STEEL POST CONVENTIONAL BOUNDARY SYMBOLOGY D&C DISCONNECT & CONNECT PROPOSED GEOMETRY CODES GARDEN DIT DITCH EASEMENT BOUNDARY LINES ROAD GUARDRAIL CODE DESCRIPTION DR DRAINAGE EASEMENT TOWN BOUNDARY LINE PC POINT OF CURVATURE RAILROAD TRACKS DRIVE DRIVEWAY EASEMENT COUNTY BOUNDARY LINE PI POINT OF INTERSECTION EC EROSION CONTROL STATE BOUNDARY LINE CULVERT (EXISTING) CC CENTER OF CURVE HWY HIGHWAY EASEMENT PROPOSED STATE R.O.W. (LIMITED ACCESS) STONE WALL PT POINT OF TANGENCY I&M INSTALL & MAINTAIN EASEMENT PROPOSED STATE R.O.W. WALL PCC POINT OF COMPOUND CURVE LAND LANDSCAPE EASEMENT STATE ROW (LIMITED ACCESS) WOOD LINE PRC POINT OF REVERSE CURVE PDF PROJECT DEMARCATION FENCE STATE ROW BRUSH LINE POB POINT OF BEGINNING R&RES REMOVE & RESET TOWN ROW HEDGE POE POINT OF ENDING R&REP REMOVE & REPLACE PERMANENT EASEMENT LINE (P) BODY OF WATER EDGE STA STATION PREFIX R.T.& I. RIGHT, TITLE, AND INTEREST TEMPORARY EASEMENT LINE (T) LEDGE EXPOSED AH AHEAD STATION SUFFIX SR SLOPE RIGHT SURVEY LINE BK BACK STATION SUFFIX P P UE UTILITY EASEMENT PROPERTY LINE (P/L) D CURVE DEGREE OF (100FT) L L (P) PERMANENT EASEMENT R CURVE RADIUS OF SR SR SR (T) TEMPORARY EASEMENT SLOPE RIGHTS T CURVE TANGENT LENGTH 6F PROPERTY BOUNDARY BNDNS BOUND SET L CURVE LENGTH OF 4F PROPERTY BOUNDARY BNDNS BOUND TO BE SET E CURVE EXTERNAL DISTANCE IPNF IRON PIN FOUND CB CHORD BEARING HAZARDOUS WASTE PROJECT NAME: BURLINGTON IPNS IRON PIN TO BE SET PROJECT NUMBER: CDS CD23(1) CALC EXISTING ROW POINT FILE NAME:50854symb.dgn PLOT DATE: 5/1/2026 PROW PROPOSED ROW POINT PROJECT LEADER: G. GOYETTE DRAWN BY: VTRANS LENGTH LENGTH CARRIED ON NEXT SHEET DESIGNED BY: VTRANS CHECKED BY: I. MAYNARD CONVENTIONAL SYMBOLOGY LEGEND SHEET SHEET 2 OF 13 Page 17 of 34 PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854row_frm.dgn PLOT DATE: 5/1/2026 PROJECT LEADER: G. GOYETTE DRAWN BY: G. BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD ALPHABETICAL INDEX SHEET SHEET 3 OF 13 Page 18 of 34 PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854row_frm.dgn PLOT DATE: 5/1/2026 PROJECT LEADER: G. GOYETTE DRAWN BY: G. BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD R.O.W. DETAIL SHEET 1 SHEET 4 OF 13 Page 19 of 34 PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854row_frm.dgn PLOT DATE: 5/1/2026 PROJECT LEADER: G. GOYETTE DRAWN BY: G. BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD R.O.W. DETAIL SHEET 2 SHEET 5 OF 13 Page 20 of 34  N Legend Temporary Easement VT STATE PLANE GRI Permanent Easement D CentralMeri di an:72° 30' NAD83 VermontSt 00.0000" W Fal se Nort US Survey Foot Transverse Mercat hing:0. at e Pl 0000 Ori anes gi or n Lati tude:42° VT83 30' 00.0000"N Fal se East ing:1 64041 6. 6667 BEGIN ROW PROJECT CDS CD23(1) 2 1 STA. 10+49.00 (MM 0.198) BATTERY STREET CSSL LIMITED PARTNERSHIP N/F 49.00' LT ST. PAUL'S CATHEDRAL OF THE STATE OF VERMONT LIMITS OF BATTERY PROTESTANT EPISCOPAL CHURCH 3 Cathedral Square DEPT OF BUILDINGS AND STREET COARSE OF VERMONT GENERAL SERVICES MILLING AND PAVING 2 Cherry Street CK 30"X 42"BRI 24" BACK CURB 6 1 6'x6' TREE ROW DRIVEWAY GRATE (TYP.) TREE GRATE EXISTING BED (TYP.) SAWCUT PAVERS (TYP.) STRUCTURE INSTALL(T) LINE CONST(T) DRIVE(T) PERVIOUS CROSSWALK PAVERS(TYP.) CONST(T) PAVERS (TYP.) INSTALL(T) CONST(T) WATER - STATUS UNKNOWN DRIVE(T) CONST(T) C DRIVE(T) 8"AC 2 2A SLOPE(T) UH#481 SLOPE(T) R.O.W. EXISTING ROW BND TM-1920 MATCHLINE STA. 15+25 8 BASE BASE OF WALL OF WALL 6"X6"CONC 0.2'AG 30'R 5'R (TYP.) 8"AC EDGE XWAL6"PVC K N/F SM-1941 15.0' 8 18.5' SM-1936 15' CITY DPW SM-1939 CHERRY STREET CHERRY STREET SM-1943 SM-1938 (TYP.) PARKS REC 1 2" SM-1937 DEPT RC 24' 9+50 10+00 15.0' 8" AC 11+00 18.5' 12+00 SM-1945 8" AC 13+00 P 14+00 8" AC 15+00 8"PVC 6"PVC SM-1947 4" P 6"PVC TM-1946 V 4" 10' R C SM-1942 30" x 42" CIP 6"STL 6"STL 6" STL 2"FM 6" STL 8 SM-1954 UH#173 6"PVC 6 1 EXISTING ROW R.O.W. CONC BRICK 30'R CONC BRI CK STA 9+50.00 8" 1 AC EXISTING TELPHONE FLUSH CURB 5' EXISTING TELPHONE UH#201 STRUCTURE EXISTING BED VERTICAL GRANITE CURB STRUCTURE L 6" REVEAL (TYPICAL). STRUCTURE UH#173 P COARSE MILLING PP F N/ 30"X 42"CI EXISTING BED (TYP.) N/F STRUCTURE UH#201 PI BURLINGTON N/F HARBOR REMOVE AND THE CITY OF DEVONW OOD HOTEL GROUP, RESET BRICK BURLINGTON, CHERRY STREET LLC LESSOR PAVERS 41 CHERRY 2 2A L STA 10+22 P STREET, LLC - BEGIN CHERRY LESSEE ASSOCIATES,LLC STREET BATTERY STREET CONSTRUCTION CW PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854bdr_row.dgn PLOT DATE: 5/1/2026 0 20 40 PROJECT LEADER: G. GOYETTE DRAWN BY: G.BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD SCALE R.O.W. PLAN SHEET 1 SHEET 6 OF 13 Page 21 of 34  Legend N Temporary Easement Permanent Easement VT STATE PLANE GRI D PINE STREET APPROXIMATE ROW CentralMeri di an:72° 30' NAD83 VermontSt 00.0000" W Fal se Nort US Survey Foot Transverse Mercat hing:0. ate Pl 0000 Ori anes gin Lat or i tude:42° VT83 30' 00.0000"N Fal se East ing:1 64041 6. 6667 STA. 46+18+18 LIMIT OF PINE 46+45 STREET CONSTRUCTION L RETAINING WALL WITH PRIVACY FENCE P TO BE OWNED AND MAINTAINED BY 4" PROPERTY OWNER AFTER CONSTRUCTION STONE APPROXIMATE ROW STONE STONE REMOVE TREE 5 4" 4 46+00 PINE STREET APTS. LLC CHERRY STREET P.O.T. STA. 18+05.00 = REMOVE TREE STATE OF VERMONT N/F DEPT OF BUILDINGS AND 33 Pine Street PINE STREET P.O.T. STA. 45+17.89 7 STATE OF VERMONT GENERAL SERVICES 6" STL DEPT OF BUILDINGS JOHN J. McDERMOTT, TRUSTEE, STA AND 50 Cherry Street 45+9 2.70 N/F CATHEDRAL IMMACULATE GENERAL SERVICES L L L BURLINGTON CONCEPTION PI P P P HOUSING PARISH CHARITABLE TRUST 4" AUTHORITY TREE GRATE 20 Pine Street PERVIOUS 15' R (TYP.) DRIVE(T) REMOVE PARKING METER 1 2"CI PP (TYP) N/F BUS PAVERS (TYP.) PEASE, CRAIG SHELTER CONST(T) INSTALL(T) DRIVE(T) CONST(T) SEWER INSTALL(T) . EXISTING ROW CO CONST(T) R.O.W. 2" HDPE BND MATCHLINE STA. 15+25 MATCHLINE STA. 20+50 BND 4"X4"CONC FLUSH LS517 CAP DISK IN SWC LS517 4" 6" 4" 4"A 4"VC 18.5' 18.5' 6"A CHERRY STREET 11.5' C CHERRY STREET C 11.5' SM-1925 SM-1929 4" STL SM-1933 STORM STORM 8" AC 16+00 8" AC 17+00 11.5' 8" AC 18+00 19+00 18.5' 20+00 8" AC 8" AC 18.5' 3" 3" 6"A C 6" 6" 45 SM-1940 C SM-1935 A 2" SM-1931 +0 6"STL 1 0 8"PVC 6" STL PI TI-1825 STA 44+8 0.66 4" PVC 4" PVC R.O.W. AREA UNDER UNDER CONST AREA UNDER CONSTRUCTION EXISTING ROW AREA CONSTRUCTION RUCTIO AREA UNDER CONSTRUCTI AREA UNDER CONSTRUCTI 1 8"PVC ON ON 4"PVC CROSSWALK PAVERS (TYP.) 18.0' 10.0' N/F DO NOT DISTURB BTC MALL N/F ASSOCIATES, EXISTING CURB DEVONWOOD LLC CHERRY STREET ASSOCIATES, LLC PINE STREET 44+00 81 24 DI 81 24 DI PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854bdr_row.dgn PLOT DATE: 5/1/2026 0 20 40 PROJECT LEADER: G. GOYETTE DRAWN BY: G.BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD SCALE R.O.W. PLAN SHEET 2 SHEET 7 OF 13 Page 22 of 34  Legend N Temporary Easement Permanent Easement VT STATE PLANE GRI D CentralMeri di an:72° 30' NAD83 VermontSt 00.0000" W Fal se Nort US Survey Foot Transverse Mercat hing:0. ate Pl 0000 Ori anes gi or n Lati tude:42° VT83 30' 00.0000"N Fal se East ing:1 64041 6. 6667 EXISTI NG EASEM ENT FROM CATHEDRAL OF THE L P 6"PVC REMOVE EXISTING PEDESTRIAN LIMIT OF STREET SIGNAL PUSH BUTTON CONSTRUCTION 7 9 11 IM M ACULATE CONCEPTI SH TO CCTA ON PARI JOHN J. McDERMOTT, TRUSTEE, STATE OF VERMONT NICK & MORRISSEY DEVELOPMENT, LLC (LESSOR) CATHEDRAL IMMACULATE DEPT OF BUILDINGS AND VERMONT CVS PHARMACY, LLC (LESSEE) CHURCH STREET CONCEPTION GENERAL SERVICES PARISH CHARITABLE TRUST 29 Church Street 20 Pine Street 101 Cherry Street REPLACE CHURCH STREET CROSSING SM-1903 SM-1905 INSTALL(T) PAVERS C O BUS N ) SHELTER (T DRIVE(T) CONST(T) T 6" DRIVE(T) S I&M(P) PVC INSTALL(T) INSTALL(T) APPROXIMATE ROW INSTALL(T) 8" 8" TM-1904 6" 6"V MATCHLINE STA. 20+50 MATCHLINE STA. 26+25 BND C V C P 6"X6" " 6 GRANITE 4 FLUSH 8 C PV 8" 2 SM-1912 2 12 18.5' SM-1915 " 18.5' 75+00 75+13 13.0' C IP C P 11.0' SC-0036 11.8' SM-1916 CHERRY STREET V 2 1"VC P 6"ST " 8 6"ST TM-1922 12" VC 12" VC SM-1921 SM-1918 4" CI 18.5' 21+00 12.0' 22+00 14.0' 23+00 24+00 25+00 13.5' 26+00 6" DI 16" PVC SM-1927 18.5' 6 8" AC 6 8 SM-1926 1 6"P VC C 4 GS-CB25 BND COARSE APPROXIMATE ROW 7"X7"GRANITE FLUSH CONS(T) 8"CI INSTALL(T) MILLING DRIVE(T) DRIVE(T) DRIVE(T) (TYP.) DO NOT DISTURB EXISTING CURB N/F CROSSWALK PERVIOUS PAVERS (TYP.) PAVERS (TYP.) TREE GRATE BTC MALL ASSOCIATES, (TYP.) DRIVEWAY LLC 10 REMOVE AND PAVERS (TYP.) ST. PAUL STREET CHERRY STREET P.O.T. RESET BRICK 3' BIGGER BOAT, STA. 21+87.20 = BEHIND ROW LLC ST. PAUL STREET P.O.E. L STA. 75+12.64 P 8 37 Church Street DEVONWOOD ALL R,T & I STEEL STRUCTURE WITH ROOF. HOUSING REMOVE STEEL STRUCTURE. THE STRUCTURE, ASSOCIATES, LLC ROOF AND ANY ASSOCIATED MATERIALS WILL REMAIN THE PROPERTY OF THE CITY AFTER 108 Cherry Street REMOVAL. CONTRACTOR TO REMOVE FLASHING 74+00 AND CONNECTION TO EXISTING BUILDING. BUILDING FASCIA TO BE RESTORED BY GROUTING HOLES FROM MOUNTING HARDWARE DO NOT DISTURB AND PAINTING THE AREA OF THE REMOVAL EXISTING CURB 10.0' 18.0' TO MATCH EXISTING. 81 24 81 24 .14 STA 73+44 DI DI PI PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854bdr_row.dgn PLOT DATE: 5/1/2026 0 20 40 PROJECT LEADER: G. GOYETTE DRAWN BY: G.BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD SCALE R.O.W. PLAN SHEET 3 SHEET 8 OF 13 Page 23 of 34  N Legend Temporary Easement VT STATE PLANE GRI Permanent Easement D CentralMeri di an:72° 30' NAD83 VermontSt 00.0000" W Fal se Nort US Survey Foot Transverse Mercat hing:0. at e Pl 0000 Origi anes or n Lati tude:42° VT83 30' 00.0000"N Fal se East ing:1 64041 6. 6667 END ROW PROJECT CDS CD23(1) STA. 28+39.00 (MM 0.537) 34.14' RT CHURCH STREET 85+44 STA 85+44.28 N/F N/F N/F N/F N/F PI FURST CHERRY ST DUCK DOWN THE LAWRENCE & CHASE, DAVID S. MANAGEMENT LEATHERS, LLC ALLEYWAY LLC LECLAIR, INC. CHASE, BRIANNE E. VENTURES, LLC TREE GRATE DRIVEWAY PERVIOUS (TYP.) REPLACE CHURCH PAVERS (TYP.) PAVERS (TYP.) 1 0"AC STREET CROSSING LIMITS OF SOUTH PAVERS WINOOSKI AVENUE 6 COARSE MILLING AND 4"CI 85+00 4"CI MATCHLINE STA. 26+25 PAVING 4 TM-1910 2 2 BEVELED SC-0035 6"VC 12" AC 3' R 6"CI 6"CI BEVELED 18.5' 18.5' 12.5' TM-1909 (TYP) 4" STL 4" STL CHERRY STREET SM-1908 12" CP SM-1907 27+00 28+00 29+00 30+00 30+75 C 10" AC 12.5' 6"V 13.5' C 6"V SM-1914 18.5' 15' R 2 1"AC 6 6" VC 6"VC BEVELED 4 6" BEVELED 6 2 METAL GRATE BND SM-1917 15' R 1 0"AC 6"X6" GRANITE FLUSH INSTALL(T) CHURCH STREET STA 30+75.00 2 BOLLARD TI-1813 DRIVE(T) BOLLARD C SOUTH WINOOSKI AVE. 12 COARSE MILLING (TYP.) PI CHERRY STREET P.O.E. 84+00 N/F QUINN N/F N/F N/F STA. 30+27.74 = GRANDVIEW PROPERTIES, CITY OF 159 CHERRY ST, PENNY CLUSE S. WINOOSKI AVE. P.O.T. FARMS, INC. LLC BURLINGTON LLC REAL ESTATE, STA. 84+76.20 DPW LLC N/F SECOND PENNY, LLC SM-1962 83+00 PROJECT NAME: BURLINGTON PROJECT NUMBER: CDS CD23(1) FILE NAME:50854bdr_row.dgn PLOT DATE: 5/1/2026 0 20 40 PROJECT LEADER: G. GOYETTE DRAWN BY: G.BARRETT DESIGNED BY: G. SANTY CHECKED BY: I. MAYNARD SCALE R.O.W. PLAN SHEET 4 SHEET 9 OF 13 Page 24 of 34  TYPICAL SECTIONS TOLERANCES: PAVEMENT = +/- 1/4" SUBBASE = +/- 1" SAND BORROW = +/- 1" R.O.W. R.O.W. 1"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IVS OVER 2"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IIS OVER 2"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IIS OVER 12" SUBBASE OF CRUSHED GRAVEL, FINE GRADED 18" SUBBASE OF DENSE GRADED CRUSHED STONE C L 18" 18" EXISTING STEP OFF STEP OFF EXISTING BUILDING ZONE ZONE BUILDING PARKING PARKING VARIES TRAVEL LANE TRAVEL LANE VARIES SIDEWALK 6.5' (0' TO 7.5') 11.0' 11.0' (0' TO 7.5') 7.5' SIDEWALK EMULSIFIED ASPHALT FINISHED GRADE 2% MAX LEVEL LEVEL 2% MAX 2% 2% 2% 2% 12" 18" PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE SIDEWALK) SIDEWALK) (5 INCH OR 8 INCH) (5 INCH OR 8 INCH AT DRIVES) 6' TREEBELT/FURNISHING ZONE VERTICAL GRANITE SUBBASE OF CRUSHED GRAVEL, FINE TREE GRATE OR PERVIOUS PAVERS CURB, 6" REVEAL, W/ GRADED, 12 INCHES (TYP.) (SEE DETAIL SHEETS DET-2 AND DET-3) PCC BEDDING (TYP.) SUBBASE OF DENSE GRADED CRUSHED 6' TREEBELT/ FURNISHING ZONE (SEE PLANS STONE, 18 INCHES (TYP.) FOR LOCATIONS AND DETAILS OF PERVIOUS PAVERS, TREE GRATE STORMWATER PLANTERS, AND RAIN GARDENS)(TYP) CHERRY STREET TYPICAL SECTION R.O.W. R.O.W. NOT TO SCALE STATIONS: 10+24 - 17+24 22+09 - 25+92 26+62 - 30+11 18" CONSTRUCTED IN PUBLIC EXISTING STEP OFF IMPROVEMENTS PROJECT BUILDING ZONE C L PARKING PARKING VARIES TRAVEL LANE TRAVEL LANE VARIES SIDEWALK 6.5' (0' TO 7.5') 11.0'' 11.0' (0' TO 7.5') COARSE MILLING EMULSIFIED AND OVERLAY ASPHALT OVERLAP EACH DO NOT DISTURB LIFT OF EXISTING CURB 2% MAX PAVEMENT LEVEL VARIES, SEE SECTIONS FINISHED GRADE 2% 12" PORTLAND CEMENT CONCRETE 18" SIDEWALK)(5 INCH OR 8 INCH ACROSS DRIVEWAY) SUBBASE OF CRUSHED GRAVEL, FINE 12" GRADED, 12 INCHES (TYP.) PERVIOUS PAVERS (TYP.) SUBBASE OF DENSE GRADED CRUSHED LEVELING COURSE OF ‚" STONE, 18 INCHES (TYP.) TO …" OPEN GRADED EXISTING STONE (2" TYP.) SUBBASE 4" OF ƒ" STONE BASE (TYP.) 6' TREEBELT/FURNISHING ZONE TREE GRATE OR PERVIOUS PAVERS PROJECT NAME: BURLINGTON (SEE DETAIL SHEETS DET-3 AND DET-4) CHERRY STREET TYPICAL SECTION PROJECT NUMBER: CDS CD23(1) NOT TO SCALE STATION 17+24 - 22+09 FILE NAME:50854typ.dgn PLOT DATE: 5/1/2026 PROJECT LEADER: G. GOYETTE DRAWN BY: P. ARMATA DESIGNED BY: K. RICHARDSON CHECKED BY: I. MAYNARD TYPICAL SECTIONS SHEET 1 SHEET 10 OF 13 Page 25 of 34  TYPICAL SECTIONS TOLERANCES: PAVEMENT = +/- 1/4" SUBBASE = +/- 1" SAND BORROW = +/- 1" R.O.W. 1"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IVS OVER 2"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IIS OVER R.O.W. 2"1/2" BITUMINOUS CONCRETE PAVEMENT, TYPE IIS OVER 12" SUBBASE OF CRUSHED GRAVEL, FINE GRADED 18" SUBBASE OF DENSE GRADED CRUSHED STONE 18" 18" EXISTING STEP OFF STEP OFF EXISTING BUILDING ZONE ZONE BUILDING C L PARKING PARKING VARIES TRAVEL LANE TRAVEL LANE VARIES VARIES SIDEWALK 6.5' (0' TO 7.5') 11.0' 11.0' (0' TO 7.5') (6.5' TO 7.5') SIDEWALK EMULSIFIED FINISHED GRADE ASPHALT LEVEL 2% MAX VARIES, SEE SECTIONS VARIES, SEE SECTIONS 2% MAX LEVEL 12" 18" PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE SIDEWALK) SIDEWALK) (5 INCH OR (5 INCH OR 8 INCH AT DRIVES) 8 INCH AT DRIVES) VERTICAL GRANITE CURB, SUBBASE OF CRUSHED GRAVEL, FINE 6"X12", W/ PCC BEDDING. SET GRADED, 12 INCHES (TYP.) PERVIOUS PAVERS (TYP.) FLUSH WITH PAVEMENT (TYP.) 1.0' LINEAR DETECTABLE SURFACE LEVELING COURSE OF ‚" SUBBASE OF DENSE GRADED CRUSHED TO …" OPEN GRADED STONE, 12 INCHES (TYP.) CONCRETE BAND STONE (2" TYP.) 6' TREEBELT/FURNISHING ZONE 1.0' LINEAR DETECTABLE SURFACE 4" OF ƒ" STONE BASE PERVIOUS PAVERS (TYP.) CHERRY STREET TYPICAL SECTION NOT TO SCALE R.O.W. R.O.W. STATIONS: 22+39.4 - 25+47.2 26+86.7 - 28+25.2 18" 18" STEP OFF STEP OFF ZONE ZONE C L PARKING TRAVEL LANE TRAVEL LANE VARIES SIDEWALK 6.5' 7.5' 11.0' 12.0' (10' TO 12') SIDEWALK EMULSIFIED FINISHED GRADE ASPHALT 2% MAX VARIES, SEE SECTIONS 2% VARIES 2% VARIES 12" 18" PORTLAND CEMENT CONCRETE SIDEWALK) PORTLAND CEMENT CONCRETE (5 INCH OR 8 INCH) SIDEWALK) (5 INCH OR 8 INCH) VERTICAL GRANITE CURB, SUBBASE OF CRUSHED GRAVEL, FINE 6"X12", W/ PCC BEDDING. SET GRADED, 12 INCHES (TYP.) PERVIOUS PAVERS (TYP.) FLUSH WITH PAVEMENT (TYP.) SUBBASE OF DENSE GRADED CRUSHED 1.0' LINEAR DETECTABLE SURFACE LEVELING COURSE OF ‚" CONCRETE BAND STONE, 12 INCHES (TYP.) TO …" OPEN GRADED STONE (2" TYP.) 4" OF ƒ" STONE BASE AMENITY ZONE. (TYP.) SEE LANDSCAPING PLANS PROJECT NAME: BURLINGTON CHERRY STREET TYPICAL SECTION PROJECT NUMBER: CDS CD23(1) NOT TO SCALE STATIONS: 28+81.9 - 29+95.9 FILE NAME:50854typ.dgn PLOT DATE: 5/1/2026 PROJECT LEADER: G. GOYETTE DRAWN BY: P. ARMATA DESIGNED BY: K. RICHARDSON CHECKED BY: I. MAYNARD TYPICAL SECTIONS SHEET 2 SHEET 11 OF 13 Page 26 of 34  STA 10+22 BEGIN CHERRY STREET CONSTRUCTION L =50.00 FT L =50.00 FT L =50.00 FT L =50.00 FT 220 K =28 K =32 K =15 K =28 220 HSD =3907 FT HSD =182 FT SSD =345 FT HSD =27912 FT PVT 13+65.00 PVRC 13+15.00 ELEV 199.08 PVT 10+80.00 ELEV 188.28 PVT 12+60.48 ELEV 195.55 PVC 12+65.00 ELEV 195.79 PVI 12+90.00 ELEV 197.14 PVC 10+30.00 ELEV 186.83 PVC 12+10.48 ELEV 193.26 ELEV 197.64 PVI 10+55.00 ELEV 187.33 210 210 PVI 10+00.97 ELEV 187.12 3.7587% 200 200 1% 5.373 3.8128% 190 190 2.0000% PVI 13+40.00 -1.4076% ELEV 198.14 PVI 10+26.65 PVI 12+35.48 ELEV 186.76 ELEV 194.21 186.78 187.30 188.09 189.04 190.00 190.95 191.90 192.86 193.84 195.01 196.30 197.26 197.86 198.55 199.45 200.39 201.33 202.27 203.21 204.15 205.09 180 180 187.1 186.8 187.2 188.1 189.1 190.1 191.0 191.9 192.9 193.8 194.8 195.7 196.6 197.5 198.5 199.5 200.5 201.4 202.3 203.3 204.2 205.1 170 170 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 CHERRY STREET (STA. 10+00 TO 15+25) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=20' L =100.00 FT K =33 PVT 18+19.33 ELEV 214.66 SSD =410 FT PVC 17+19.33 ELEV 212.40 230 PVI 19+56.82 230 PVI 17+69.33 ELEV 215.71 ELEV 214.28 220 220 0.5000% 0.7640% 210 3.7587% 210 CHERRY STREET STA. 18+05.00 = PINE STREET STA. 45+17.89 205.09 206.03 206.97 207.91 208.85 209.79 210.73 211.67 212.60 213.41 214.02 214.45 214.70 214.89 215.08 215.27 215.47 215.66 215.80 215.92 216.05 216.17 200 200 205.1 206.1 207.0 208.0 208.9 209.8 210.8 211.7 212.7 213.6 214.3 214.9 215.0 215.1 215.2 215.2 215.3 215.3 215.6 215.8 215.9 216.0 190 190 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 CHERRY STREET (STA. 15+25 TO 20+50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=20' NOTE: GRADES SHOWN TO THE PROJECT NAME: BURLINGTON NEAREST TENTH OF A FOOT ARE PROJECT NUMBER: CDS CD23(1) EXISTING GROUND FILE NAME:50854pro.dgn PLOT DATE: 5/1/2026 GRADES SHOWN TO THE NEAREST PROJECT LEADER: G. GOYETTE DRAWN BY: P. ARMATA HUNDREDTH OF A FOOT ARE PROFILE DESIGNED BY: I. MAYNARD CHECKED BY: K. RICHARDSON GRADE LINE (PGL) ELEVATIONS ROADWAY PROFILES - CHERRY STREET 1 SHEET 12 OF 13 Page 27 of 34  L =50.00 FT L =50.00 FT L =50.00 FT L =50.00 FT K =44 K =65 K =58 K =28 HSD =231 FT SSD =1422 FT HSD =283 FT SSD =620 FT PVT 25+49.96 ELEV 223.49 PVC 24+99.96 ELEV 222.79 PVT 24+50.00 ELEV 221.63 PVI 25+24.96 PVT 23+69.69 ELEV 220.25 PVC 24+00.00 ELEV 220.69 PVI 24+25.00 ELEV 223.37 PVT 23+01.47 ELEV 218.93 PVC 23+19.69 ELEV 219.34 PVI 23+44.69 ELEV 221.05 PVI 25+91.80 PVC 22+51.47 ELEV 218.10 ELEV 219.89 ELEV 223.70 PVI 22+76.47 ELEV 218.38 240 240 CHERRY STREET PVI 21+50.47 STA. 21+87.20 = ELEV 217.01 ST. PAUL STREET STA. 75+12.64 230 PVI 21+38.47 230 ELEV 216.62 0.5000% 0.6557% 2.3152% 1.4476% 220 2.2202% 220 1.0871% 0.5000% 3.2442% BEGIN CHURCH STREET CROSSING 216.17 216.30 216.42 216.55 216.99 217.27 217.54 217.82 218.09 218.42 218.90 219.45 219.94 220.33 220.69 221.11 221.63 222.21 222.79 223.25 223.49 223.62 223.75 223.92 210 210 216.0 216.2 216.4 216.5 216.7 216.9 217.2 217.5 217.7 218.1 218.6 219.1 219.5 219.9 220.4 220.9 221.3 221.7 222.1 222.4 222.7 223.1 223.7 224.0 200 200 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 CHERRY STREET (STA. 20+50 TO 26+25) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=20' L =100.00 FT K =105 PVI 26+62.00 PVI 30+27.55 PVC 28+50.00 PVT 29+50.00 SSD =1179 FT ELEV 225.22 ELEV 225.24 ELEV 224.16 ELEV 225.72 240 240 PVI 29+00.00 PVI 30+11.08 PVI 27+00.00 ELEV 225.47 ELEV 224.97 ELEV 224.47 230 230 % 0.8158% 0.5000% -0.4559% 4.6053 0.6557% CHERRY STREET STA. 30+27.74 = SOUTH WINOOSKI AVENUE STA. 84+76.20 223.92 224.08 224.27 224.47 224.60 224.72 224.85 224.97 225.10 225.22 225.32 225.35 225.33 225.24 225.13 225.02 225.61 220 220 224.0 224.2 224.1 224.0 224.2 224.4 224.5 224.6 224.7 224.8 224.9 225.0 225.0 225.1 225.1 225.0 225.6 210 210 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 END CHURCH STREET CROSSING CHERRY STREET (STA. 26+25 TO 30+50) HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=20' NOTE: GRADES SHOWN TO THE PROJECT NAME: BURLINGTON NEAREST TENTH OF A FOOT ARE PROJECT NUMBER: CDS CD23(1) EXISTING GROUND FILE NAME:50854pro.dgn PLOT DATE: 5/1/2026 GRADES SHOWN TO THE NEAREST PROJECT LEADER: G. GOYETTE DRAWN BY: P. ARMATA HUNDREDTH OF A FOOT ARE PROFILE DESIGNED BY: I. MAYNARD CHECKED BY: K. RICHARDSON GRADE LINE (PGL) ELEVATIONS ROADWAY PROFILES - CHERRY STREET 2 SHEET 13 OF 13 Page 28 of 34  CITATION/NOTICE OF MUNICIPAL CONDEMNATION HEARING CDS CD23(1) – Reconnecting Bank & Cherry PLEASE TAKE NOTICE that—pursuant to 19 V.S.A. Chapter 7 —the City of Burlington plans to hold a public hearing to consider condemning certain parcels of land for the purpose of reconstruction of Cherry Street, and, if so, to determine the damages sustained by those owning or interested in the parcels. Based on municipal records, such parcels are located in Burlington, Vermont at 50 Cherry Street, 33 Pine Street, 20 Pine Street, 101 Cherry Street, 108 Cherry Street, and 29 Church Street. Pursuant to such condemnation, the City of Burlington will consider whether it is necessary for public use and benefit to take the subject parcels on both a temporary and permanent basis for use in alteration and reconstruction of the intersections. Such temporary basis will last until a project completion date of November 1, 2030, but may be extended depending on project needs. The permanent basis will be needed to accommodate one stormwater catch basin at the existing curb on Saint Paul Street. The necessity and compensation due to those owning or interested in such property for such condemnation will be addressed at the hearings held at a meeting of Burlington City Council, Mayor Presiding, on [DAY OF WEEK], [DATE], 2026 at [TIME] p.m. EST, located at 149 Church Street, Burlington, Vermont. There will be a site visit beginning at [TIME] a.m. EST on [DATE] starting at the intersection of Cherry Street and Pine Street. No testimony will be taken at the site visit. Testimony will be accepted at the hearing from interested parties. Meeting information and instructions for remote participation are posted here once the agenda is published: https://burlingtonvt.portal.civicclerk.com/ Page 29 of 34  MEMORANDUM Date: May 11, 2026 To: City Council with Mayor Presiding From: Julia Ursaki, P.E., Public Works Engineer Corey Mims, P.E., Senior Public Works Engineer Laura Wheelock, P.E., City Engineer CC: Chapin Spencer, Director Public Works Re: Reconnecting Bank and Cherry (Cherry Street Congressionally Directed Spending) – Necessity/Compensation Process ______________________________________________________ On May 11, 2026, the Burlington Department of Public Works will ask the City Council to institute proceedings to acquire, by condemnation, a set of property interests needed to complete construction of a federal/state/local transportation projects known as Reconnecting Bank and Cherry (the “Project”). This Memorandum provides a brief overview of the Project, and outlines the steps necessary to complete the property acquisition process. I. The Project The Project involves the redesign, alteration and re-construction of Cherry Street. More information about the Project can be found here: https://greatstreetsbtv.com/gs- initiative/reconnecting-bank-cherry/ II. Legal Background The City of Burlington (the “City) is primarily responsible for the design and construction of the Project. To date, the City has secured most of the right of way necessary to construct the Project. Only a limited set of temporary and permanent easements from four nearby parcels remain. To keep the Project on schedule, the City has determined that it is necessary to institute condemnation proceedings to secure the remaining property interests. The municipal condemnation process is governed primarily by statute and the Vermont City Charter. Generally speaking, municipalities seeking to acquire land for highway projects such as this must first determine that the projects are supported by a finding of “necessity.” Vermont law defines “necessity” as follows: Page 30 of 34  “Necessity” means a reasonable need which considers the greatest public good and the least inconvenience and expense to the condemning party and to the property owner. Necessity shall not be measured merely by expense or inconvenience to the condemning party. Necessity includes a reasonable need for the highway project in general as well as a reasonable need to take a particular property and to take it to the extent proposed. The Vermont Supreme Court has described this standard as something less than absolute necessity. The term “does not mean an imperative, indispensable or absolute necessity but only that the taking be reasonably necessary to the accomplishment of the end in view under the particular circumstances.” Cersosimo v. Town of Townshend, 139 Vt. 594, 597 (1981). Once a municipality determines that a project is supported by necessity, it must then determine the compensation to which affected property owners are entitled. Such “damages” for the condemnation of property are defined by statute to be the: value for the most reasonable use of the property or right in the property, and of the business on the property, and the direct and proximate decrease in the value of the remaining property or right in the property and the business on the property. The added value, if any, to the remaining property or right in the property which accrues directly to the owner of the property as a result of the taking or use, as distinguished from the general public benefit, shall be considered in the determination of damages. 2 Page 31 of 34 III. The Hearing Process A. Initiation The City Council initiates the necessity hearing process by motion. See Burlington City Charter § 234 and 19 V.S.A. § 709. B. Notice 1. Time/Manner of Service The City Charter and the municipal condemnation statute spell out two separate notice requirements. Under the statute, notice must be provided to all affected property owners at least 30 days prior to the site visit. 19 V.S.A. § 709. Under the Charter, the City Council must issue a “citation” (that includes a list of all persons to whom notice is to be provided) at least 12 days before the site visit. Charter §§ 252-53. Under the statute, service of the notice may be by certified mail, while the Charter requires service by “sheriff or constable” (or through acceptance of service by those notified). The notice must also be given to the Planning Commission and posted in the City Clerk’s office. At least 10 days prior to the site visit, the notice must be published in a local newspaper. 19 V.S.A. § 709. In the past, to comply with both the Charter and the statues, the City has sent the notice (in the “citation” form required by the Charter) first by certified mail at least 30 days before the hearing, along with an acceptance of service form. For those who have not returned the acceptance of service form within 10–12 days, the City has then served the citation by sheriff/constable. Moreover, because the notices will refer to the final Project right of way plans, notice cannot be completed until a final version of VTrans’ right of way plans is filed with the City Clerk’s office. 2. Form Again, the City Charter requires that the notice take the form of a “citation” and must list all persons to whom the notice is being provided. The City will provide a notice form, as well as an accompanying cover memo explaining, in basic terms, the Project and the necessity/compensation process. 3 Page 32 of 34  C. The Hearing The purpose of the hearing is for the City Council to hear interested parties on both “necessity” and “damages” (see definitions above). Prior to the hearing, City staff will provide the Council, as well as members of the public, with additional information about the Project and the issues to be discussed at the hearing, including comments discussing the “necessity” and “damages” issues. The hearing itself should be presided over by the presiding officer. City staff and/or consultants will offer comments/testimony generally describing the purpose and need of the Project and will introduce relevant written materials and exhibits into the record. The condemnation statute’s “interested parties” language suggests that the Council should also allow any member of the community a reasonable opportunity to offer comments on issues related to the necessity of the Project. City staff and/or consultants may then be permitted to respond to concerns or comments voiced by the interested landowners or members of the community. The hearing should be recorded through normal City Council means. Once the hearing is complete, the City Council will consider the comments and materials entered into the record at the hearing and City staff will prepare a draft written decision—addressing both the “necessity” of the Project as well as compensation to affected landowners—for the Council’s approval at a subsequent meeting. If the Council approves the written decision, it will be recorded at the City Clerk’s Office. The decision will include a list of the property interests acquired and the compensation to be tendered to affected landowners. IV. Appeals If any affected landowner disagrees with the City Council’s decision on either necessity or damages, that person may appeal the decision to the Vermont Superior Court, or if concerned only about damages, may first seek arbitration of the damage award before appealing to the superior court. 4 Page 33 of 34  Board of Finance and City Council Submission Checklist Version: April 2025 Department: Public Works Submitter: Julia Ursaki Title/Subject: Cherry Street Condemnation Request (Reconnecting Bank & Cherry Streets) Approval Requested: Meeting Date: ☐ Board of Finance Click or tap to enter a date. ☒ City Council 5/11/2026 ☐ Both BOF and Council Click or tap to enter a date. Instructions with Mayor Presiding 1. This form must be completed by the person submitting the materials. 2. This form must be sent with the final submission of materials in advance of the meeting. 3. Do not indicate that a sign-off was received until it has actually been obtained. 4. Commission reports and presentations do not need to be reviewed by the CAO or Attorneys. 5. Name the reviewing Attorney or HR Manager in the Note column. Signoff Needed Received? Approval Date Note Department Head Yes 5/5/2026 Chapin Spencer Mayor’s Office Yes 5/5/2026 Kara Alnasrawi Board/Commission Yes 4/28/2026 TEUC City Attorney’s Office for memo and Yes 5/4/2026 Erik Ramakrishnan/Kristen contracts or legal documents Shamis City Attorney’s Office for memo and Yes 5/4/2026 Erik Ramakrishnan/Kristen motion(s) or resolution(s) Shamis CAO for budget, financing, and memo Yes 5/5/2026 Katherine Schad Human Resources, if personnel action Choose an Click or tap to Click or tap here to enter text. or policy item. enter a date. CIO, if IT-related Choose an Click or tap to Click or tap here to enter text. item. enter a date. Page 34 of 34