City Council With Mayor Presiding  — Burlington, VT
Date: 2026-04-13
Time: 19:00

City Council With Mayor Presiding

 Monday, April 13, 2026, 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor

Join from PC, Mac, iPad, or Android:
https://zoom.us/j/96104794361
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Webinar ID: 961 0479 4361
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**CCTV link: https://www.youtube.com/playlist?list=PLljLFn4BZd2PwCge7lNoKug676jIf_iUA **
1. Agenda
  Subject 1.1. Motion to adopt agenda
  Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 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. Deliberative Agenda
  Subject 2.1. Winooski River Bridge/COBRI Intersection - Condemnation Process -
 DPW
  Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


  Category 2. Deliberative Agenda

  Department Public Works Department


  Type Action
 Recommended Action 1. To authorize the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for
 highway alteration projects known as the Burlington Winooski Bridge Project (BF
 RAIZ(2)) and Colchester/Riverside/Barrett Intersection Project (STP 5000(29)), and to
 set the 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 for the Bridge Project (BF RAIZ(2)) on
 5/21/26
 b. To set a date for the Compensation Hearing for the Bridge Project (BF RAIZ(2)) on
 5/21/26
 c. To set a date for the Necessity Hearing for the Intersection Project (STP 5000(29)) on
 5/21/26
 d. To set a date for the Compensation Hearing for the Intersection Project (STP
 5000(29)) on 5/21/26

3. Adjournment
 Subject 3.1. Motion to adjourn
 Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


 Category 3. Adjournment

 Department Council and Board


 Type Action
 Procedural


 Recommended Action Motion to adjourn

City Council With Mayor Presiding

 Monday, April 13, 2026, 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor

Join from PC, Mac, iPad, or Android:
https://zoom.us/j/96104794361
Phone one-tap:
+13052241968, 96104794361# US
Join via audio:
+1 305 224 1968 US
Webinar ID: 961 0479 4361
International numbers available: https://zoom.us/u/acax3QyPWV


**CCTV link: https://www.youtube.com/playlist?list=PLljLFn4BZd2PwCge7lNoKug676jIf_iUA **
1. Agenda
  Subject 1.1. Motion to adopt agenda
  Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 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. Deliberative Agenda
  Subject 2.1. Winooski River Bridge/COBRI Intersection - Condemnation Process -
 DPW
  Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


  Category 2. Deliberative Agenda

  Department Public Works Department


  Type Action




 Page 1 of 46
 Recommended Action 1. To authorize the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for
 highway alteration projects known as the Burlington Winooski Bridge Project (BF
 RAIZ(2)) and Colchester/Riverside/Barrett Intersection Project (STP 5000(29)), and to
 set the 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 for the Bridge Project (BF RAIZ(2)) on
 5/21/26
 b. To set a date for the Compensation Hearing for the Bridge Project (BF RAIZ(2)) on
 5/21/26
 c. To set a date for the Necessity Hearing for the Intersection Project (STP 5000(29)) on
 5/21/26
 d. To set a date for the Compensation Hearing for the Intersection Project (STP
 5000(29)) on 5/21/26

3. Adjournment
 Subject 3.1. Motion to adjourn
 Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13, 2026,
 7:00 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 46
 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: April 13th, 2026

To: City Council with Mayor Presiding

From: Madeline Suender, Public Works Engineer
 Laura Wheelock P.E., City Engineer

CC: Chapin Spencer, Director Public Works

Subject: Winooski River Bridge/COBRI Intersection – Condemnation Process


BACKGROUND:
We are currently moving forward with the Burlington Winooski Bridge Project (Bridge Project)
and Colchester/Riverside/Barrett Intersection Project (COBARI/Intersection Project). VTrans is
responsible for the design, construction, and management of this project. The Department of
Public Works (DPW) is providing this information regarding the involvement of the DPW staff on
the Bridge and Intersection projects as we engage the City Council and the Mayor in the Right-
Of-Way (ROW) acquisition process, as well as the City’s responsibilities under the Finance and
Maintenance Agreement with the State.

More information about the Projects can be found here:
https://burlingtonwinooskibridge.vtransprojects.vermont.gov/

FINANCE AND MAINTENANCE AGREEMENT:
After obtaining Council approval on 4/15/24, DPW executed a Finance and Maintenance
Agreement (FMA) with the State of Vermont for both projects in spring of 2024. Under the terms
of the FMA, the City will support and assist the State in the acquisition of right-of-way required
to complete the project, including managing the necessity hearing and condemnation processes.
The City is being reimbursed for 95% of our costs with the Bridge project and 100% of the costs
associated with intersection project for work under this process.

The Intersection Project is funded through VTrans Highway Safety Division, which will fund the
project 100% for all participating costs. DPW estimates future need for local funds of
approximately $505,000 to cover contaminated soil disposal and 1% for public art.

The funding split for the Bridge Project is 80% Federal, 10% State, 5% Burlington, and 5%
Winooski through the Rebuilding American Infrastructure with Sustainability and Equity (RAISE)
Grant. The funding split minimized the costs to Burlington where under other circumstances we

 Page 3 of 46
would have been responsible for 50% of the replacement costs shared with the City of Winooski.
Burlington will be responsible for the 5% local match, anticipated contaminated soils in
Burlington that are non-participating, and 1% towards the local art ordinance based on the local
share costs for a total of roughly $3.7 million.

For both projects, City Project staff will continue to work with the Capital Program Director and
the Capital Committee to secure annual local match each year of the project. A draft budget for
these nonparticipating costs was shared at the 4/15/24 Council meeting and will continue to be
updated as the Projects advance and the funding needs are solidified.

RIGHT-OF-WAY ACQUISITION PROCESS:
DPW supports the project and the advancement of the right-of-way acquisition phase to
necessity. This process identifies if there are any temporary or permanent property rights that
are needed to construct the proposed project(s). There are various parcels being impacted by
the two projects, which included two that the City of Burlington owns.

IMPACTED PARCELS:
All impacted parcels are shown in Attachment 1. The project will need both temporary
construction easements and permanent highway and utility easements. These easements
accommodate new bridge/intersection/road geometry, retaining wall, sidewalk as well as utility
changes/connections for water/sewer or electrical/communication undergrounding. Many of
these easements for utilities are related to utility easements that already exist. Both types of
easements are highlighted in the attachment.

For any parcels that have not already signed an agreement for purchase in lieu of condemnation,
the process involves first finding Necessity and then determining Compensation. These two steps
are needed for both Projects individually. This Necessity and Compensation process is under the
purview of the City Council with Mayor Presiding based on City Charter which you can find in
Section 44: “[I]n all proceedings by the City Council for the purpose of taking lands or other
property for public purposes, the Mayor shall preside and shall vote as other members thereof.”

This meeting will set the process in motion for both Necessity and Compensation for both
Projects which will advance concurrently.

Offer Status:
VTrans is leading the ROW process and making offers to property owners. Parcels are split out by
impacts from the Intersection Project or the Bridge Project.

The status, as of 4/4/26, of the offers to the 15 total property owners for the intersection:
 - 9 parcels have signed or are pending signature
 - Pending: 1 parcel is City of Burlington owned (approved 3/23/26 by CC)
 - 2 have options awaiting payment in exchange for deed
 - 4 unsigned due to:
 o Communication problems (2)
 o Requested changes by owner
 o Signature is imminent



 Page 4 of 46
The status, as of 4/6/26, of the offers to the 7 total property owners (8 parcels) for the bridge
(this includes parcels within both Burlington and Winooski):
 - 5 parcels have signed or are pending signature
 o Pending: 1 parcel is City of Burlington owned (approved 3/23/26 by City
 Council) and 2 are owned by the City of Winooski
 - 3 parcels unsigned
 o Chase Mill/Catamount Holdings (2 parcels): Working through design and
 cost estimates for work within parcel (City of Burlington)
 o Woolen Mill (City of Winooski): Counteroffer received 3/30

TIMELINE:
While the Bridge and Intersection Projects are separate Federally funded projects, the project
team is advancing them together to maximize efficiencies and reduce impacts of the work. The
Bridge Project has a stricter funding timeline that is dictating the schedule – some of the funding
has a date constraint to obligate construction funds by September 15th, 2026. The following
process outlines the steps taken thus far and next steps that align with meeting this September
2026 timeline. This timeline ensures that we are able to move the project along at no fault of
the City of Burlington.

Overall Right-of-Way Process:
 - Property owner meetings (Spring ’25)
 - Property owners received offers (Aug./Sept. ’25)
 - Subsequent property owner meetings (Ongoing)
 - 4/13/26 Meeting – City Council with Mayor Presiding (CC w/ MP)
 o Request that a hearing date is set for the following:
 ▪ Necessity Hearing Burlington Winooski Bridge
 ▪ Compensation Hearing Burlington Winooski Bridge
 ▪ Necessity Hearing COBARI
 ▪ Compensation Hearing COBARI
 o NOTE: Compensation ends mid-June to meet project timeline)
 - Specific notice sent to property owners and public following 4/13/26 meeting
 (Attachment 3)
 - 5/21 Special Meeting of CC w/MP
 o This meeting opens the 4 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 4 hearing types. There is some efficiency that the
 overall presentation for necessity will cover both projects and the site visit is in
 the same area. The questions and testimony need to stay organized within the
 hearing they are associated with.
 - 6/1, 6/15, or 6/29, 2026 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.


 Page 5 of 46
 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 ROW files and submits documents to Federal Highway Administration
 (FHWA) (July 31, 2026)
 - FHWA reviews documents and submits project change of status to obligate the
 Construction Phase funding (no later than Sept 15, 2026)

VTrans is still able to negotiate and settle with property owners throughout the Necessity and
Compensation Process. Only at the conclusion of the Compensation hearing does the
negotiations process conclude and compensation offered a property owner will be what is
determined by the CC w/MP. FHWA requires that the Compensation Hearing be closed to allow
VTrans to advance the project. Any additional appeals can be handled through the Vermont
Superior Court as the project advances and construction obligation is met for funding.

A memo describing this process further can be found in Attachment 4.

URGENCY TO ADVANCE THROUGH RIGHT-OF-WAY PHASE:
FHWA will not obligate construction funding until VTrans has issued a ROW Clearance Certificate.
In order for VTrans ROW to issue the ROW 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 after which VTrans must issue compensation to the property owner or
place the funds in escrow.

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 RAISE Grant funds that are not obligated by September 2026 will be
lost. To date, only $4M in federal funds have been obligated by FHWA out of the $24.8M in
federal funds awarded through the RAISE Grant. If any portion of the RAISE grant funds are lost,
VTrans does not have sufficient funds available to advance this project.

Regarding timing on the RAISE Grant funding obligation, the terms and conditions of the
agreement state:
RAISE grant program funding that was appropriated in division J of the Infrastructure Investment
and Jobs Act, Pub. L. No. 117-58 (Nov. 15, 2021), lapses and is unavailable for obligation, by
statute, after September 30, 2026.

From a logistical standpoint, the process of requesting funding obligation from FHWA goes
through the FHWA Financial Management and Information Systems (FMIS) which typically shuts
down in mid-September in advance of the end of the federal fiscal year, so September 15th is the
final date to meet our obligation. Additionally, FHWA needs to be provided time to review the
ROW Clearance and final Request for Proposal documents, therefore needs to be submitted no
later than August 1, 2026, for their review and approval.

Note that the Intersection Project is a different funding source that does not have the same
funding constraints, if parcels associated with that project are held up. The Bridge Project could
still advance without the Intersection Project but it would not be possible to meet the RAISE
grant funding obligation deadline due to the significant time and effort that it would take to
rework the plans, RFP documents, and utility relocation to remove the intersection work at this

 Page 6 of 46
stage of development. Additionally, there are serious repercussions involved if the intersection
and bridge are not advertised for construction together, particularly with costs (note the project
is 100% federally funded but it would drastically increase the overall cost of the intersection for
the State’s programming) and schedule (it could be mid-2030s for intersection reconstruction
just to complete the design, go through all the required permitting, and get the rest of the ROW)
for the intersection project, if it had to go alone.

MOTIONS:
City Council with Mayor Presiding
1. To authorize the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7, for highway
alteration projects known as the Burlington Winooski Bridge Project (BF RAIZ(2)) and
Colchester/Riverside/Barrett Intersection Project (STP 5000(29)), and to set the 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 for the Bridge Project (BF RAIZ(2)) on 5/21/26
b. To set a date for the Compensation Hearing for the Bridge Project (BF RAIZ(2)) on 5/21/26
c. To set a date for the Necessity Hearing for the Intersection Project (STP 5000(29)) on 5/21/26
d. To set a date for the Compensation Hearing for the Intersection Project (STP 5000(29)) on
5/21/26

Attachments:
1. ROW Plans with Easements - Bridge
2. ROW Plans with Easements - Intersection
3. Draft Notice
4. Process Memo




 Page 7 of 46
Attachment 1
 REVIEWER NOTES:
 CANADA



 GRAND
 1. THIS COMBINED PROJECT (BURLINGTON-WINOOSKI BF RAIZ(2) AND
 R.O.W. PLANS
 BURLINGTON STP 5000(29)) WILL USE A DESIGN-BUILD CONTRACTING
 STATE OF VERMONT 2
 WINOOSKI

 I
 SLE
 FRANKLIN




 LA
 MO
 ILL
 ORLEANS
 ESSEX




 C
 APPROACH. H E CA
 IT
 LE
 INDEX OF SHEETS T
 E



 AGENCY OF TRANSPORTATION
 N DO
 D
 E
 N O
 N NI
 G
 T A
 IN
 H
 2. CONCEPT PLANS FOR THE COMBINED PROJECT WERE SUBMITTED IN State of A
 S
 1 TITLE W

 NEW YORK
 AUGUST
 2 2023 AND CONCEPT PLANS FOR THE INTERSECTION PROJECT
 LEGEND ADDISON
 ORANGE
 State of
 3 SUBMITTED
 WERE DETAILIN JANUARY 2024.
 N NEW HAMPSHIRE

 4-5 LAYOUT SHEETS
 6 PRELIMINARY INFORMATION




 VT STATE PLANE GRID
 I
 ND
 RUTLAND
 3. THIS PLAN SUBMISSION IS INTENDED TO SUPPORT THE DEVELOPMENT OF SO
 7-8 TIE SHEETS Wi
 noosk
 iRi
 R
 ver W
 PLANS AND TITLES FOR GENERAL RIGHT-OF-WAY RELATED PURPOSES.

 THESE PLANS DO NOT REFLECT A FINAL DESIGN AND THE SELECTED 2 BE
 NN
 BASE TECHNICAL CONCEPT WILL BE DETAILED UNDER A SUBSEQUENT ING
 BURLINGTON TO WINDHAM
 VE
 RM O NT N
 SUBMISSION. FREEDO
 M AND
 T
 UNIY
 89




 4. THE SUBSURFACE UTILITY ENGINEERING (SUE) PROCESS IS ONGOING AND Commonwealth of

 EXISTING UTILITY DATA WILL BE PROVIDED IN SUBSEQUENT SUBMISSIONS.
 PROPOSED IMPROVEMENT BURLINGTON-WINOOSKI
 MASSACHUSETTS




 CITIES OF BURLINGTON AND WINOOSKI STP 5000(29) & BF RAIZ(2)




 COUNTY OF CHITTENDEN
 COLCHESTER AVE & RIVERSIDE AVE
 (US ROUTE 2 & 7) - PRINCIPAL ARTERIAL
 BRIDGE NO: 150

 PROJECT LOCATION: LOCATED IN THE COUNTY OF CHITTENDEN, IN THE CITIES OF BURLINGTON AND WINOOSKI, ON

 COLCHESTER AVE AND RIVERSIDE AVE (US ROUTES 2 AND 7). THE INTERSECTION AND THE BRIDGE

 ARE LOCATED APPROXIMATELY 1.2 MILES SOUTH OF THE JUNCTION WITH INTERSTATE 89, EXIT 16.

 PROJECT DESCRIPTION: FULL REPLACEMENT OF THE EXISTING BRIDGE WITH ASSOCIATED ROADWAY AND CHANNEL WORK,

 RECONSTRUCTION OF THE INTERSECTION INCLUDING REALIGNMENT OF THE RIVERSIDE AVE

 APPROACH, INSTALLATION OF NEW TRAFFIC SIGNAL EQUIPMENT, CONSTRUCTION OF PEDESTRIAN

 AND BICYCLE FACILITIES, AND REPLACEMENT AND/OR RELOCATION OF DRAINAGE AND UTILITIES.


 LENGTH OF R.O.W. PROJECT = 606.34 FEET




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 RI 90 D
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 AV 2+
 TO E 00
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 RO 90
 IN UT 3+ END PROJECT BURLINGTON STP 5000(29)
 GT
 ON E
 2/
 00
 BEGIN PROJECT BURLINGTON-WINOOSKI BF RAIZ(2)
 END R.O.W. PROJECT
 7) 90
 4+
 00
 STA 55+10.20 BURLINGTON-WINOOSKI BF RAIZ(2)
 90
 5+
 STA. 861+13, 169.81' RT
 00
 90
 6+
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 90


 80+00
 7+
 846+00 847+00 00
 848+00 849+00 850+00 851+00
 CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00 861+00
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS )
 TE 2/7
FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE ST (US ROU
 MAIN
FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018 COLCHESTER OOSKI
 AVE TO WIN ALL DRIVES AS INDICATED ON PLANS



 81+00 91+00
FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT
 TO BURLINGT
REVISIONS AND SUCH REVISED SPECIFICATIONS AND ON ARE SUBJECT TO PERMITS PURSUANT
SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE
 TO TITLE 19 V.S.A. § 1111.




 IVER
PLANS.




 MILL ST
 SKI R
QUALITY ASSURANCE PROGRAM : LEVEL2 RIGHT OF WAY LAND SURVEY MANAGER



 FLOW
 82+00 92+00


 WINOO
 LLOYD MacCORMACK DATE 12/04/2024




 BARRETT ST
SURVEYED BY : VTRANS APPROVED

SURVEYED DATE : JUNE 2023
 PROJECT MANAGER : ROBERT KLINEFELTER, P.E.
 BEGIN R.O.W. PROJECT
DATUM PROJECT NAME : BURLINGTON-WINOOSKI
 BURLINGTON-WINOOSKI BF RAIZ(2)
 83+00 93+00
 VERTICAL NAVD 88 SCALE 1" = 80'-0" PROJECT NUMBER : BF RAIZ(2)
 STA. 855+06.66, 39.88' RT 80 0 80
 HORIZONTAL NAD 83 (2011)
 SHEET1 OF 8 SHEETS


 Page 9 of 46
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
 GASFIL GAS FILLER GAS LINE
 SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
 GP GUIDE POST WATER LINE
 GSO GAS SHUT OFF SANITARY SEWER (SEPTIC)
 GUY GUY POLE
 GUYW GUY WIRE ABOVE GROUND UTILITIES (AERIAL) ENVIRONMENTAL RESOURCES
 GV GATE VALVE UTILITY (GENERIC-UNKNOWN) WETLAND BOUNDARY
 H TREE HARDWOOD TELEPHONE RIPARIAN BUFFER ZONE
 HCTRL CONTROL HORIZONTAL ELECTRIC WETLAND BUFFER ZONE
 HVCTRL CONTROL HORIZ. & VERTICAL CABLE (TV) SOIL TYPE BOUNDARY
 HYD HYDRANT ELECTRIC+CABLE T&E THREATENED & ENDANGERED SPECIES
 IP IRON PIN ELECTRIC+TELEPHONE HAZARDOUS WASTE AREA
 IPIPE IRON PIPE ELECTRIC+TELEPHONE AG AGRICULTURAL LAND
 LI LIGHT - STREET OR YARD CABLE+TELEPHONE HABITAT FISH & WILDLIFE HABITAT
 MB MAILBOX ELECTRIC+CABLE+TELEPHONE FLOOD PLAIN FLOOD PLAIN
 MH MANHOLE (MH) UTILITY POLE GUY WIRE
 OHW ORDINARY HIGH WATER (OHW)
 MM MILE MARKER
 STORM WATER
 PM PARKING METER
 USDA FOREST SERVICE LANDS
 PMK PROJECT MARKER
 PROJECT CONSTRUCTION SYMBOLOGY WILDLIFE HABITAT SUIT/CONN
 POST POST STONE/WOOD
 RRSIG RAILROAD SIGNAL PROJECT DESIGN & LAYOUT SYMBOLOGY
 RRSL RAILROAD SWITCH LEVER CZ CLEAR ZONE
 ARCHEOLOGICAL & HISTORIC
 .
 S TREE SOFTWOOD PLAN LAYOUT MATCHLINE
 ARCH ARCHEOLOGICAL BOUNDARY
 SAT SATELLITE DISH
 HISTORIC DIST HISTORIC DISTRICT BOUNDARY
 SHRUB SHRUB
 HISTORIC HISTORIC AREA
 SIGN SIGN PROJECT CONSTRUCTION FEATURES
 STUMP STUMP HISTORIC STRUCTURE
 TOP OF CUT SLOPE
 TEL TELEPHONE POLE TOE OF FILL SLOPE
 TIE TIE STONE FILL
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
 TSIGN SIGN W/DOUBLE POST BOTTOM OF DITCH C
 L CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
POINT CODE DESCRIPTION VCTRL CONTROL VERTICAL CULVERT PROPOSED
 EXISTING FEATURES
 BF BARRIER FENCE WELL WELL STRUCTURE SUBSURFACE
 CH CHANNEL EASEMENT ROAD EDGE PAVEMENT
 WSO WATER SHUT OFF PROJECT DEMARCATION FENCE
 CONST CONSTRUCTION EASEMENT ROAD EDGE GRAVEL
 BARRIER FENCE
 CUL CULVERT EASEMENT DRIVEWAY EDGE
 THESE ARE COMMON VAOT SURVEY POINT SYMBOLS TREE PROTECTION ZONE (TPZ)
 D&C DISCONNECT & CONNECT DITCH
 FOR EXISTING FEATURES, ALSO USED FOR PROPOSED STRIPING LINE REMOVAL
 DIT DITCH EASEMENT FOUNDATION
 FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION SHEET PILES
 DR DRAINAGE EASEMENT FENCE (EXISTING)
 WITH PROPOSED ANNOTATION.
 DRIVE DRIVEWAY EASEMENT FENCE WOOD POST

 EC EROSION CONTROL FENCE STEEL POST
 CONVENTIONAL BOUNDARY SYMBOLOGY
 HWY HIGHWAY EASEMENT PROPOSED GEOMETRY CODES GARDEN

 I&M INSTALL & MAINTAIN EASEMENT BOUNDARY LINES ROAD GUARDRAIL
 CODE DESCRIPTION
 LAND LANDSCAPE EASEMENT TOWN BOUNDARY LINE
 PC POINT OF CURVATURE RAILROAD TRACKS
 PDF PROJECT DEMARCATION FENCE COUNTY BOUNDARY LINE
 PI POINT OF INTERSECTION
 R&RES REMOVE & RESET STATE BOUNDARY LINE CULVERT (EXISTING)
 CC CENTER OF CURVE
 R&REP REMOVE & REPLACE PROPOSED STATE R.O.W. (LIMITED ACCESS) STONE WALL
 PT POINT OF TANGENCY
 R.T.& I. RIGHT, TITLE, AND INTEREST PROPOSED STATE R.O.W. WALL
 PCC POINT OF COMPOUND CURVE
 SR SLOPE RIGHT STATE ROW (LIMITED ACCESS) WOOD LINE
 PRC POINT OF REVERSE CURVE
 UE UTILITY EASEMENT STATE ROW BRUSH LINE
 POB POINT OF BEGINNING
 (P) PERMANENT EASEMENT TOWN ROW HEDGE
 POE POINT OF ENDING
 (T) TEMPORARY EASEMENT PERMANENT EASEMENT LINE (P) BODY OF WATER EDGE
 STA STATION PREFIX
 TEMPORARY EASEMENT LINE (T) LEDGE EXPOSED
 BNDNS BOUND SET AH AHEAD STATION SUFFIX
 SURVEY LINE
 BNDNS BOUND TO BE SET BK BACK STATION SUFFIX
 P P
 PROPERTY LINE (P/L)
 IPNF IRON PIN FOUND D CURVE DEGREE OF (100FT) L L

 IPNS IRON PIN TO BE SET R CURVE RADIUS OF SR SR SR
 SLOPE RIGHTS
 CALC EXISTING ROW POINT T CURVE TANGENT LENGTH
 6F PROPERTY BOUNDARY
 PROW PROPOSED ROW POINT L CURVE LENGTH OF
 4F PROPERTY BOUNDARY
 LENGTH LENGTH CARRIED ON NEXT SHEET E CURVE EXTERNAL DISTANCE
 CB CHORD BEARING
 HAZARDOUS WASTE PROJECT NAME: BURLINGTON-WINOOSKI
 PROJECT NUMBER: BF RAIZ(2)
 FILE NAME:r22j351legend.dgn PLOT DATE: 4-DEC-2024

 PROJECT LEADER: R. KLINEFELTER DRAWN BY: M. LONGSTREET

 DESIGNED BY: M. LONGSTREET CHECKED BY: M. LONGSTREET

 CONVENTIONAL SYMBOLOGY LEGEND SHEET 2 OF 8


 Page 10 of 46
PROJECT NAME: BURLINGTON-WINOOSKI
PROJECT NUMBER: BF RAIZ(2)
FILE NAME:r22j351detail.dgn PLOT DATE: 11-SEP-2025

PROJECT LEADER: R. KLINEFELTER DRAWN BY: M. TROTTIER

DESIGNED BY: A. EGIZI CHECKED BY: A. PROULX

R.O.W. DETAIL SHEET SHEET 3 OF 8


 Page 11 of 46
 P


 L




 856+ 00
 91+81± 92+11±
 112.48' LT
 BEGIN R.O.W. PROJECT 91+43± 109.63' LT



 CONST(
 T)
 P
 TT
 ()
 855+78± 106.71' LT CONS
 BURLINGTON-WINOOSKI BF RAIZ(2) 39.88' RT B
 L

 APPROX.EXI
 STI
 NG


 12" CPEP
 P) CONSTT
 ()
 STA. 855+06.66, 39.88' RT TOWNR.O.W.
 HW
 Y(



 ACCESS( ACCESS(
 A CULV(P)



 T) T)
 H 30' wide
 W
 S06°06'35"W
 Y(
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 N05°47'
 19"E,71.
 P




 45'
 L 49.40' 92+10.35 92+76.57
 91+42.37 91+80.34 58.61' LT 63.90' LT
 56.20' LT P
 57.31' LT C 92+87.08
 EXISTING UTILITY EASEMENT HWYP
 ()
 88°495
 '8"E L
 DEED BOOK 452/151 S S 50.11' LT TABLE 1
 82°35'
 42"E
 965
 .4' C
 P
 37.98' P
 E
 A-B 120'± ALONG ORDINARY HIGH WATER
 90
 P L
 3 3 92+81± D 1 TIE LINE N89°54'30"E, 103.26'
 8+
 2
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 P 34.89' LT
 00 P C-D S31°35'47"E, 17.34'
 CHACE MILL PARKING LLC ACCESS(T)
 L CHACE MILL 91+82±
 P
 L D-E S07°19'21"E, 13.33'
 .
 P
 PARKING LLC N P S86°165
 '8"E HWYP
 () E E-F S07°19'21"E, 12.71'
 31.42' LT L
 CONST(T)
 L
 P
 98.23' O
 L 93+22.61 F-G S84°15'33"E, 29.65'
 N84°14'
 38"W,14


 855+ 00
 2.
 40'
 N/F L 92+90± 24.75' LT
 APPROX.EXI
 STI
 NG TOWNR. O.W. F G-H S07°22'18"W, 35.45'
 855+06.66 M 37.13' LT
 CITY OF BURLINGTON 91+82± 2 G
 39.88' RT 92+92.97 H-I S07°22'18"W, 20.24'
 24.73' LT P
 24.75' LT I-J N73°38'36"W, 33.72'
 L CATAMOUNT HOLDING CO. K-L N07°38'38"E, 20.01'
 S84°15'
 33"E L-M N07°38'38"E, 29.52'
 L S M-N N07°08'02"E, 6.69'
 90+00 84°14'
 38"E,108.
 38' HWY(P) P
 91+00 92+00 93+22±
 91+81± 93+00 93+57± O-E N82°24'02"E, 9.72'

 20'
 4.77' RT P EXISTING EASEMENT 10.68' RT
 17.27' RT P-H S73°48'36"E, 32.44'
 . BENEFITING WELLS, MICHALE J. 92+89.70 H
 P


 R.
 L
 BK 998/ PG 199 4.80' RT
 20'
 P L
 O. P
 W APPROX.
 N84°14'
 38"W,107.
 21' ALL R.T.I. P L U
 EXI
 STI
 NG TOWNR.
 O.W. K E(
 N 91+81± CONST(T) L
 J P) 93+72±
 L I
 TO N/F 24.77' RT 92+88± P 93+71± 19.93' RT
 93+21±
 W 24.80' RT 23.33' RT
 BRISSON
 90
 30.91' RT L
 P
 X. N/F
 7+ PROPERTIES
 EXISTING GMP EASEMENT EX L
 00 GREGG N.
 NO WIDTH IST
 @ 495 93+25± P EXISTING EASEMENT
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 COLCHESTER P 61.35' RT E( L
 BENEFITING CATAMOUNT HOLDIN
 & 1 P) BK 998/ PG 197
 AVENUE, LLC L P P

 P AP P P JENNIFER A. 91+84.65




 APPROX.EXI
 L
 PR
 L
 INV= 158.133' 68.61' RT WELLS, MICHAEL J. 96+44±
 L INV= 158.244'
 L KOCH
 O
 L
 61.08' RT


 854+ 00




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 .




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 P



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 91+79± N/F
 HOLDINGS, P
 69.55' RT 91+90±
 100.50' RT HILLER, PETER
 LLC L

 91+77± P P & ELYCE S.
 100.81' RT L L
 P
 SUBLOT
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 LINE
 N/F N/F
 LITWHILER LITWHILER Permanent Highway Easement
N HOLDINGS,

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 Temporary Construction Easement
 00 LLC



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 CO




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 8




 T
 "
 PV APPROX. EXISTING TOWN R.O.W.



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 10"P INV= 176.903'
 INV=
 INV= 170.673'
 170.577' VC INV= 176.266'
 INV= 176.425'
 80+00 81+00 82+00 83+00




 APPROX. EXISTING TOWN R.O.W.
 VC
 "P
 12
 90 M P
 5+
 C N/F N/F
 1
 G
 00 P
 2
 " BOURNE, RENE P. BELIVEAU, LEO & LINES SHOWN ON THIS PLAN AS EXISTING
 PROJECT NAME: BURLINGTON-WINOOSKI
 L
 & SHARON DONNA
 N/F
 PROPERTY LINES P/L ARE BELIEVED TO PROJECT NUMBER: BF RAIZ(2)
 BE ACCURATE BUT SHOULD NOT BE RELIED
 TORNEY, FILE NAME: r22j351lay1.dgn PLOT DATE: 11-SEP-2025
 UPON FOR PURPOSES UNRELATED TO THE
 DONNA & IAN SCALE 1" = 20'-0" PROJECT LEADER: R. KLINEFELTER DRAWN BY: A. EGIZI
 STATE OF VERMONT'S ACQUISITION OF LAND
 20 0 20 FOR R.O.W. DESIGNED BY: HNTB CHECKED BY: A. PROULX
 AND RIGHTS FOR THIS PROJECT.
 USE ONLY R.O.W. LAYOUT SHEET 1 SHEET 4 OF 8


 Page 12 of 46
 THE WOOLEN
 MILL 5
 ASSOCIATES INV= 160.710'
 12 "
 Permanent Highway Easement
 ) ROW PVC
 CCESST
 ( 10'
 A 5
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 .7
 Bk.
 CONS
 TT
 ()
 CESSEASEMENT
 MAPP
 53
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 ()
 Temporary Construction Easement


 NG TO W N
 GMPAC
 0Pg2
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 CONST(
 T) N88°54'19"E




 STI
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 860+22±
 21.88' N/F



 EXI
 52
 '2"E
 858+90± L S01°2 164.96' LT P
 P
 12 WEST CANAL




 APPRO X.
 3.17'
 148.25' LT 13 L
 TABLE 1 L
 STREET LLC
 A-B N88°48'38"W, 31.98'
 0°020
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 B-C N05°47'20"E, 45.00' S0 L 860+24± P
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 TATE PL
 L VT S
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 L
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 NG TO W N
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 L
 G-H N89°57'48"E, 15.56' P




 N89°03'
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 51'
 CITY OF N/F

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 MAIN




 APPRO X.
 4 28
 5 WINOOSKI LLC
 N/F MAIN
 P P
 CITY OF
 W OOD
 THE
 L L
 FARRELL STREET
 P
 BURLINGTON P VERMONT WINOOSKI
 858+52± L WOOLEN
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 62.00' LT
 858+97± MILL LLC LLC
 62.00' LT
 ASSOCIATES 860+33±

 W.
 O.
 HWY(
 P)

 R.
 B E N05°47'
 20"E HWY(P) N0 59.00' LT
 9°16'
 21"E
 C 51.16' G
 49.37'

 12" CG M P
 859+83.66 INV=172.475'
 INV=  172.016'
 P 859+32± INV= 169.827' INV=
 INV= 171.113'
 171.060'
 INV=
 INV=169.325'
 169.539'
 P
 62.00' LT 62.00' LT

 12" RCP
 L L
 P P

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 L
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 IG TOWNR.
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 060
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 15"M P
 N00°
 858+54±
 EF 99.72'
 30.12' LT N00°101
 '1" '
 27
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 19"E D INV=
 INV= 166.978'
 166.819'
 A 18'
 .
 45.14' 36.

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 860+34.52

 ,1
 43.52' LT
 859+35.62
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 858+99.62

 57 I
 30.12' LT 33.67' LT
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 54 E L
 7° TI
 N6
 '
 48
 858+00
 3.
 859+00 860+00 ? 861+00

 ,7
 INV=
 INV=166.793'
 170.224'
 INV= 167.157'


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 19
 5'
 NE
 8°0 I
 18"


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 18"
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 860+81.86
 858+77± 9"E RCP 46.00' RT
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 43"E
 39.88' RT 6' HWY(
 P) I
 L 45.8 87 CPEP
 35.90' .21' 15"
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 18"
 P J
 7 859+85.72 263
 '8"E I-J R=68.66', L=37.23'
 S00° L
 56.50' RT 967
 .1'
 N13°52'51"E, 36.78'
 CITY OF WINOOSKI K-L 61'± ALONG ORDINARY HIGH WATER
 P
 TIE LINE S77°17'34"W, 56.02'
 L "E
 219
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 END R.O.W. PROJECT
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 CONST(
 T) PROJECT NAME: BURLINGTON-WINOOSKI
LINES SHOWN ON THIS PLAN AS EXISTING
 TT
 ()
PROPERTY LINES P/L ARE BELIEVED TO CONS PROJECT NUMBER: BF RAIZ(2)
BE ACCURATE BUT SHOULD NOT BE RELIED
 " FILE NAME: r22j351lay2.dgn PLOT DATE: 2-JUL-2025
UPON FOR PURPOSES UNRELATED TO THE
 SCALE 1" = 20'-0"
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 () CP PROJECT LEADER: R. KLINEFELTER DRAWN BY: A. EGIZI
STATE OF VERMONT'S ACQUISITION OF LAND "
 FOR R.O.W. 20 0 20 8 DESIGNED BY: HNTB CHECKED BY: A. PROULX
 1
AND RIGHTS FOR THIS PROJECT. P
 USE ONLY PE R.O.W. LAYOUT SHEET 2 SHEET 5 OF 8
 C


 Page 13 of 46
PROJECT NAME: BURLINGTON-WINOOSKI
PROJECT NUMBER: BF RAIZ(2)
FILE NAME: r22j351pi.dgn PLOT DATE: 4-DEC-2024

PROJECT LEADER: R. KLINEFELTER DRAWN BY: HNTB

DESIGNED BY: HNTB CHECKED BY: HNTB

PRELIMINARY INFORMATION SHEET SHEET 6 OF 8


 Page 14 of 46
 HVCTRL #1 HVCTRL #2

 VSE 502 VSE 501




 PRIMARY CONTROL
 NORTH =726565.5930 NORTH = 726171.545
 EAST =1461318.6980 EAST =1461291.422
 ELEV. =188.300 ELEV. =165.464




 TO REACH FROM THE I-89 INTERSTATE BRIDGES OVER ROUTES TO REACH FROM THE I-89 INTERSTATE BRIDGES OVER ROUTES
 2 AND 7 AT EXIT 16 IN COLCHESTER, GO SOUTH ON ROUTES 2 AND 7 AT EXIT 16 IN COLCHESTER, GO SOUTH ON ROUTES
 2 AND 7 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF 2 AND 7 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 SPRING ST. CONTINUE STRAIGHT AHEAD ON 2 AND 7 FOR 0.30 OF SPRING ST. CONTINUE STRAIGHT AHEAD ON 2 AND 7
 MI (0.5 KM) TO THE ENTRANCE OF A TRAFFIC CIRCULATOR FOR 0.35 MI (0.6 KM) TO THE EXIT OF A TRAFFIC CIRCULATOR
 AND THE SITE OF THE MARK ON THE LEFT IN THE AND THE SITE OF THE MARK ON THE LEFT IN THE TRAFFIC DIVIDER.
 TRAFFIC DIVIDER.
 THE MARK IS A 3/4 INCH (19 MM) REBAR WITH YELLOW CAP
 THE MARK IS A MAG NAIL SET FLUSH IN THE CONCRETE SURFACE. SET FLUSH WITH THE GROUND SURFACE.


 IT IS 10.0 M (32.8 FT) NORTH-NORTHEAST OF THE SOUTH END IT IS 4.1 M (13.5 FT) NORTH OF THE SOUTH END OF THE
 OF THE TRAFFIC DIVIDER, 3.7 M (12.1 FT) WEST OF THE EAST TRAFFIC DIVIDER, 10.5 M (34.4 FT) WEST OF THE EAST END OF
 END OF THE DIVIDER AND 6.2 M (20.3 FT) SOUTHEAST OF A LUMEN. THE DIVIDER AND 7.85 SOUTHWEST OF A LUMEN.




 SECONDARY CONTROL
 HVCTRL #3 HVCTRL #4 HVCTRL #5 HVCTRL #6 HVCTRL #7
 NORTH = 725425.363 NORTH = 724937.800 NORTH = 724573.397 NORTH = 724823.126 NORTH = 724912.428

 EAST = 1461183.604 EAST = 1460863.108 EAST = 1460682.567 EAST = 1460008.524 EAST = 1459473.735

 ELEV. = 170.561 ELEV. = 187.431 ELEV. = 178.579 ELEV. = 170.717 ELEV. = 171.564

 #4=MAG NAIL IN CURB #6=MAG NAIL IN CURB #7= MAG NAIL IN CONCRETE CURB
 #3= REBAR W/CAP #5=MAG NAIL IN CURB
 S.LINDEN

 N.WINOOSKI
 N
 AVE
 N.WINOOSKI AVE
 N.WINOOSKI AVE 4.86
 54


 VT STATE PLANE GRID
 N.WINOOSKI AVE S.LINDEN
 .4
 9
 BIKE/PEDESTRIAN
 35
 COLCHESTER AVE N
 GRANITE
 .8
 26.22 9
 20.25 5 49.6
 8 4
 WOODEN .



 VT STATE PLANE GRID
 7
 48.82 GATE POST N 5 4 N N
 2
 GRANITE 51 15.55 . N.WINOOSKI AVE
 2
 .5
 #2/7
 M.ELM 9



 VT STATE PLANE GRID VT STATE PLANE GRID VT STATE PLANE GRID
 PARKING BAN 4
 5 5
 SPEED LIMIT 25 1 0
 . .
 CURVE RIGHT ARROW
 1 M.ELM 2
 3 7

 OVERHEAD SIGNAL SUPPORT POLE

 TIE = BOLT W/ CROSS CUT



 * MAIN TRAVERSE COMPLETED ON 3/11/2020 BY R.GILMAN, T.CATTANEO, B.HERRING AND H.MCGOWAN



 HVCTRL #8 HVCTRL #9 HVCTRL #10 HVCTRL #11 HVCTRL #12




 SECONDARY CONTROL
 NORTH = 725348.900 NORTH = 725527.232 NORTH = 725691.427 NORTH = 725950.444 NORTH = 726052.050

 EAST = 1458778.960 EAST = 1457792.074 EAST = 1457159.799 EAST = 1456761.001 EAST = 1456278.895

 ELEV. = 186.011 ELEV. = 217.454 ELEV. = 231.530 ELEV. = 234.487 ELEV. = 241.456

 15
 #8=REBAR W/ CAP #11=MAG NAIL IN CURB #12= REBAR W/CAP
 N
 #10=MAG NAIL IN CONCRETE CURB N
 .4 0
 GARDENER SUPPLY NEXT RIGHT
 N N .7
 7
 21




 VT STATE PLANE GRID
 26


 VT STATE PLANE GRID
 S.LINDEN
 13.06 .2
 25


 VT STATE PLANE GRID
 2



 VT STATE PLANE GRID
 #15329 .3
 7
 37.23 30.6 N.WINOOSKI AVE CROSS WALK W/BUTTON
 7 WATER
 79
 S.APPLE 2.04 .1
 WATER 7 13.87
 4
 7
 .


 45.75
 1 N.WINOOSKI AVE
 9 N 10.26
 CROSS WALK LIGHT W/BUTTON
 N.WINOOSKI AVE




 VT STATE PLANE GRID
 57. N.WINOOSKI AVE
 40 N.WINOOSKI AVE

 N.PROSPECT
 15.52



 #9=MAG NAIL IN CURB N.WILLARD



DATUM PROJECT NAME: BURLINGTON-WINOOSKI

VERTICAL NAVD 88
 PROJECT NUMBER: BF RAIZ(2)
 FILE NAME: r22j351tie.dgn PLOT DATE: 4-DEC-2024
HORIZONTAL NAD83 (2011)
 PROJECT LEADER: R. KLINEFELTER DRAWN BY: H. McGOWAN

ADJUSTMENT LEAST SQUARES DESIGNED BY: VTRANS CHECKED BY: R. GILMAN

 TIE SHEET 1 SHEET 7 OF 8


 Page 15 of 46
 BM #10969
 WINOOSKI




 PRIMARY CONTROL
 NORTH=725571.7831
 EAST=1461194.0493
 ELEV=168.2874



 GENERAL LOCATION, BURLINGTON, VT. THE MARK IS SET ON THE TOP OF THE
 ABUTMENT AT THE SOUTHWEST CORNER OF THE U.S. ROUTES 2+7 BRIDGE OVER
 THE WINOOSKI RIVER BETWEEN WINOOSKI AND BURLINGTON. IT IS 9.8 M (32.2
 FT) WEST OF THE CENTERLINE OF U.S. ROUTES 2+7, 12.6 M (41.3 FT) NORTH
 OF THE SOUTH END OF THE CONCRETE BRIDGE RAIL, AND 1.1 M (3.6 FT)
 SOUTHWEST OF A 3 M (9.8 FT) HIGH CONCRETE POST AT AN ANGLE POINT IN
 THE BRIDGE RAIL.




 SECONDARY CONTROL
 HVCTRL #20 HVCTRL #21 HVCTRL #22A HVCTRL #23 HVCTRL #25
 NORTH = 726151.0920 NORTH = 725933.2633 NORTH = 725616.4290 NORTH = 726114.4320 NORTH = 725917.7030

 EAST = 1461095.2590 EAST = 1461126.6596 EAST = 1461572.585 EAST = 1461369.1860 EAST = 1461295.6400

 ELEV. = 163.6360 ELEV. = 148.8010 ELEV. = 146.0310 ELEV. = 163.2470 ELEV. = 149.7020

 N

 NO ACCESS TO RIVER
 W.CANAL ST



 VT STATE PLANE GRID
 36.7 YIELD/ROTARY
 5
 12" CPEP

 STOP SIGNAL

 3 PET WASTE
 MED. N 56.40 N US 2/7
 MED ASH

 M.ASH
 17.26 5 9 3


 VT STATE PLANE GRID VT STATE PLANE GRID
 .7
 6 4
 N . .
 2
 65
 2 6 6
 25.05 #12 5 72 8
 57.
 MONITORING
 .
 6 M.LOCUST 9.94 N
 70.89 8



 VT STATE PLANE GRID
 7
 0
 PARKING INFO .



 VT STATE PLANE GRID
 4 MONITORING
 ORNAMENTAL
 14.89 7
 2.50

 M.LOCUST




 REBAR W/ CAP




 HVCTRL #26 BM #3520
 NORTH = 725456.0540 NORTH = 726238.4272 NORTH = NORTH = NORTH =

 EAST = 1460870.7770 EAST = 1461341.3218 EAST = EAST = EAST =




 SECODARY TIES
 ELEV. = 127.1510 ELEV. = 169.0766 ELEV. = ELEV. = ELEV. =

 N
 N 9.5A

 9.5




 VT STATE PLANE GRID
 PED XING




 VT STATE PLANE GRID
 TOP OF BOLT ON
 NORTHWEST ELEV=169.08



 104.85




 PED XING




 29.17
 PED XING YIELD/ ROTARY
 .
 M.CEDAR




 MAG NAIL IN LEDGE OUT PASSED DAM 2




 * MAIN TRAVERSE COMPLETED ON 3/11/2020 BY R.GILMAN, T.CATTANEO, B.HERRING AND H.MCGOWAN
DATUM
 ADDITIONAL TRAVERSE COMPLETED ON 3/24/2023 BY B.HERRING , T.CATTANEO, R.GAUVIN, T.BABCZAK
 PROJECT NAME: BURLINGTON-WINOOSKI

VERTICAL NAVD 88
 PROJECT NUMBER: BF RAIZ(2)
 FILE NAME: r22j351tie.dgn PLOT DATE: 4-DEC-2024
HORIZONTAL NAD83 (2011)
 PROJECT LEADER: R. KLINEFELTER DRAWN BY: H. McGOWAN

ADJUSTMENT COMPASS DESIGNED BY: VTRANS CHECKED BY: R. GILMAN

 TIE SHEET 2 SHEET 8 OF 8


 Page 16 of 46
Attachment 2
 REVIEWER NOTES:
 CANADA



 GRAND
 1. THIS COMBINED PROJECT (BURLINGTON-WINOOSKI BF RAIZ(2) AND
 R.O.W. PLANS
 BURLINGTON STP 5000(29)) WILL USE A DESIGN-BUILD CONTRACTING STATE OF VERMONT 2
 WINOOSKI


 I
 SLE
 FRANKLIN




 LA
 MO
 ILL
 ORLEANS
 ESSEX




 APPROACH. C
 H E CA
 IT
 T LE
 E



 AGENCY OF TRANSPORTATION
 N DO
 INDEX OF SHEETS D
 E N NI
 N O
 G
 T A
 IN
 2. CONCEPT PLANS FOR THE COMBINED PROJECT WERE SUBMITTED IN State of A
 S
 H
 W
 1 TITLE
 AUGUST 2023 AND CONCEPT PLANS FOR THE INTERSECTION PROJECT NEW YORK
 2 LEGEND ADDISON
 ORANGE
 State of
 WERE SUBMITTED
 3-4 IN JANUARY 2024.
 DETAILS N NEW HAMPSHIRE
 5-6 LAYOUTS
 7-8 TIE SHEETS




 VT STATE PLANE GRID
 I
 ND
 3. THIS PLAN SUBMISSION IS INTENDED TO SUPPORT THE DEVELOPMENT OF RUTLAND
 SO
 Wi
 noosk R
 iRi
 ver
 PLANS AND TITLES FOR GENERAL RIGHT-OF-WAY RELATED PURPOSES. W



 THESE PLANS DO NOT REFLECT A FINAL DESIGN AND THE SELECTED 2
 BE
 NN
 BASE TECHNICAL CONCEPT WILL BE DETAILED UNDER A SUBSEQUENT ING
 BURLINGTON
 TO WINDHAM
 SUBMISSION. VE
 RM O NT N
 FREEDO
 M AND
 T
 UNIY 89




 4. THE SUBSURFACE UTILITY ENGINEERING (SUE) PROCESS IS ONGOING AND Commonwealth of

 EXISTING UTILITY DATA WILL BE PROVIDED IN SUBSEQUENT SUBMISSIONS.
 PROPOSED IMPROVEMENT BURLINGTON-WINOOSKI
 MASSACHUSETTS




 CITIES OF BURLINGTON AND WINOOSKI STP 5000(29) & BF RAIZ(2)




 COUNTY OF CHITTENDEN
 COLCHESTER AVE & RIVERSIDE AVE
 (US ROUTE 2 & 7) - PRINCIPAL ARTERIAL
 BRIDGE NO: 150

 PROJECT LOCATION: LOCATED IN THE COUNTY OF CHITTENDEN, IN THE CITIES OF BURLINGTON AND WINOOSKI, ON

 COLCHESTER AVE AND RIVERSIDE AVE (US ROUTES 2 AND 7). THE INTERSECTION AND THE BRIDGE

 ARE LOCATED APPROXIMATELY 1.2 MILES SOUTH OF THE JUNCTION WITH INTERSTATE 89, EXIT 16.

 PROJECT DESCRIPTION: FULL REPLACEMENT OF THE EXISTING BRIDGE WITH ASSOCIATED ROADWAY AND CHANNEL WORK,

 RECONSTRUCTION OF THE INTERSECTION INCLUDING REALIGNMENT OF THE RIVERSIDE AVE

 APPROACH, INSTALLATION OF NEW TRAFFIC SIGNAL EQUIPMENT, CONSTRUCTION OF PEDESTRIAN
 C
 O
 NA




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 N
 AND BICYCLE FACILITIES, AND REPLACEMENT AND/OR RELOCATION OF DRAINAGE AND UTILITIES.
 NE G D
 RI
 TE PLA
 VT STA
 LENGTH OF R.O.W. PROJECT = 534.00 FEET



 END R.O.W. PROJECT
 90
 0+
 00 BURLINGTON STP 5000(29)
 RI 90 STA. 854+58, 49.10' RT
 VE 1+
 RS 00 INV= 155.046'
 INV= 155.476'


 ID
 INV= 154.977'




 BEGIN R.O.W. PROJECT E
 AV
 90
 2+ INV= 149.076' INV= 150.150'



 TO E 00
 BURLINGTON STP 5000(29) BU (U
 S
 RL RO 90
 IN UT 3+
 PVC
 INV= 160.710'




 STA. 849+24±, 41.69' RT GT
 ON E 00
 12 "




 2/
 7) 90
 4+
 00
 24"RCP



 90  C
 G
 M
 P




 5+
 1
 2
 "




 00
 W OOD



 90
 6+
 00 INV=
 INV=

 12" CG M P
 169.827'
 INV=169.325'
 169.539'
 INV=172.475'
 INV=
 INV=
 INV=
 172.016'
 171.113'
 171.060'




 12" RCP
 CO


 15"M P
 N
 TR
 O
 L
 VA
 U 90 INV=
 INV= 166.978'
 166.819'




 80+00
 LT


 7+
 846+00 847+00 GM
 P 18 CL

 AY
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 848+00 849+00 30" ?
 12
 "C



 12
 "P
 VC



 850+00 851+00
 30" CI

 PP 30" PV
 ?



 852+00
 ? INV=
 INV=166.793'
 170.224'
 INV= 167.157'
 C
 CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE 853+00 8
 "
 854+00 855+00 856+00 857+00 858+00 859+00 18"
 860+00 861+00
 2/7)
 PV RCP

WITH THESE PLANS AND THE STANDARD SPECIFICATIONS C

 18"
 RCP
 EP
 (US ROUTE
 CP

 T
 MAIN S
 15"
 P

FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE 18"
 RC




 COLCHESTER OOSKI
FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018
 AVE TO WIN


 81+00 91+00
FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT
 TO BURLINGT
 ON
REVISIONS AND SUCH REVISED SPECIFICATIONS AND
 P
SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE
 15" CPE
 INV=158.244'
 INV= 158.133'




 IVER
PLANS.
 12" CPEP 12" CPEP




 MILL ST
 SKI R
 15"CPEP




QUALITY ASSURANCE PROGRAM : LEVEL2 15"CPEP RIGHT OF WAY SURVEY LAND MANAGER


 FLOW
 82+00 92+00
 INV= 170.577'




 WINOO
 INV= 170.673'




 BARRETT ST
 "


 VTRANS
 24
 "R
 CP
 30


 APPROVED LLOYD MacCORMACK DATE 02/13/2025
SURVEYED BY : 1
 8
 "


 PE
 P
 C

 INV= 208.596'
 INV=
 INV= 206.752'
 208.738'
 INV=
 INV=209.349'
 206.658'




SURVEYED DATE : JUNE 2023 15" C

 PEP

 PROJECT MANAGER : MIKE LaCROIX


DATUM ALL DRIVES AS INDICATED ON PLANS PROJECT NAME : BURLINGTON



 83+00 93+00
 10"PVC




 VERTICAL NAVD 88 SCALE 1" = 80'-0"
 ARE SUBJECT TO PERMITS PURSUANT C
 P
 PROJECT NUMBER : STP 5000(29)
 E



 12" CPEP
 P
 1
 2
 "
 80 0 80
 HORIZONTAL NAD 83 (2011) TO TITLE 19 V.S.A. § 1111.
 SHEET1 OF 8 SHEETS


 Page 18 of 46
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
 GASFIL GAS FILLER GAS LINE
 SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
 GP GUIDE POST WATER LINE
 GSO GAS SHUT OFF SANITARY SEWER (SEPTIC)
 GUY GUY POLE
 GUYW GUY WIRE ABOVE GROUND UTILITIES (AERIAL) ENVIRONMENTAL RESOURCES
 GV GATE VALVE UTILITY (GENERIC-UNKNOWN) WETLAND BOUNDARY
 H TREE HARDWOOD TELEPHONE RIPARIAN BUFFER ZONE
 HCTRL CONTROL HORIZONTAL ELECTRIC WETLAND BUFFER ZONE
 HVCTRL CONTROL HORIZ. & VERTICAL CABLE (TV) SOIL TYPE BOUNDARY
 HYD HYDRANT ELECTRIC+CABLE T&E THREATENED & ENDANGERED SPECIES
 IP IRON PIN ELECTRIC+TELEPHONE HAZARDOUS WASTE AREA
 IPIPE IRON PIPE ELECTRIC+TELEPHONE AG AGRICULTURAL LAND
 LI LIGHT - STREET OR YARD CABLE+TELEPHONE HABITAT FISH & WILDLIFE HABITAT
 MB MAILBOX ELECTRIC+CABLE+TELEPHONE FLOOD PLAIN FLOOD PLAIN
 MH MANHOLE (MH) UTILITY POLE GUY WIRE
 OHW ORDINARY HIGH WATER (OHW)
 MM MILE MARKER
 STORM WATER
 PM PARKING METER
 USDA FOREST SERVICE LANDS
 PMK PROJECT MARKER
 PROJECT CONSTRUCTION SYMBOLOGY WILDLIFE HABITAT SUIT/CONN
 POST POST STONE/WOOD
 RRSIG RAILROAD SIGNAL PROJECT DESIGN & LAYOUT SYMBOLOGY
 RRSL RAILROAD SWITCH LEVER CZ CLEAR ZONE
 ARCHEOLOGICAL & HISTORIC
 .
 S TREE SOFTWOOD PLAN LAYOUT MATCHLINE
 ARCH ARCHEOLOGICAL BOUNDARY
 SAT SATELLITE DISH
 HISTORIC DIST HISTORIC DISTRICT BOUNDARY
 SHRUB SHRUB
 HISTORIC HISTORIC AREA
 SIGN SIGN PROJECT CONSTRUCTION FEATURES
 STUMP STUMP HISTORIC STRUCTURE
 TOP OF CUT SLOPE
 TEL TELEPHONE POLE TOE OF FILL SLOPE
 TIE TIE STONE FILL
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
 TSIGN SIGN W/DOUBLE POST BOTTOM OF DITCH C
 L CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
POINT CODE DESCRIPTION VCTRL CONTROL VERTICAL CULVERT PROPOSED
 EXISTING FEATURES
 BF BARRIER FENCE WELL WELL STRUCTURE SUBSURFACE
 CH CHANNEL EASEMENT ROAD EDGE PAVEMENT
 WSO WATER SHUT OFF PROJECT DEMARCATION FENCE
 CONST CONSTRUCTION EASEMENT ROAD EDGE GRAVEL
 BARRIER FENCE
 CUL CULVERT EASEMENT DRIVEWAY EDGE
 THESE ARE COMMON VAOT SURVEY POINT SYMBOLS TREE PROTECTION ZONE (TPZ)
 D&C DISCONNECT & CONNECT DITCH
 FOR EXISTING FEATURES, ALSO USED FOR PROPOSED STRIPING LINE REMOVAL
 DIT DITCH EASEMENT FOUNDATION
 FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION SHEET PILES
 DR DRAINAGE EASEMENT FENCE (EXISTING)
 WITH PROPOSED ANNOTATION.
 DRIVE DRIVEWAY EASEMENT FENCE WOOD POST

 EC EROSION CONTROL FENCE STEEL POST
 CONVENTIONAL BOUNDARY SYMBOLOGY
 HWY HIGHWAY EASEMENT PROPOSED GEOMETRY CODES GARDEN

 I&M INSTALL & MAINTAIN EASEMENT BOUNDARY LINES ROAD GUARDRAIL
 CODE DESCRIPTION
 LAND LANDSCAPE EASEMENT TOWN BOUNDARY LINE
 PC POINT OF CURVATURE RAILROAD TRACKS
 PDF PROJECT DEMARCATION FENCE COUNTY BOUNDARY LINE
 PI POINT OF INTERSECTION
 R&RES REMOVE & RESET STATE BOUNDARY LINE CULVERT (EXISTING)
 CC CENTER OF CURVE
 R&REP REMOVE & REPLACE PROPOSED STATE R.O.W. (LIMITED ACCESS) STONE WALL
 PT POINT OF TANGENCY
 R.T.& I. RIGHT, TITLE, AND INTEREST PROPOSED STATE R.O.W. WALL
 PCC POINT OF COMPOUND CURVE
 SR SLOPE RIGHT STATE ROW (LIMITED ACCESS) WOOD LINE
 PRC POINT OF REVERSE CURVE
 UE UTILITY EASEMENT STATE ROW BRUSH LINE
 POB POINT OF BEGINNING
 (P) PERMANENT EASEMENT TOWN ROW HEDGE
 POE POINT OF ENDING
 (T) TEMPORARY EASEMENT PERMANENT EASEMENT LINE (P) BODY OF WATER EDGE
 STA STATION PREFIX
 TEMPORARY EASEMENT LINE (T) LEDGE EXPOSED
 BNDNS BOUND SET AH AHEAD STATION SUFFIX
 SURVEY LINE
 BNDNS BOUND TO BE SET BK BACK STATION SUFFIX
 P P
 PROPERTY LINE (P/L)
 IPNF IRON PIN FOUND D CURVE DEGREE OF (100FT) L L

 IPNS IRON PIN TO BE SET R CURVE RADIUS OF SR SR SR
 SLOPE RIGHTS
 CALC EXISTING ROW POINT T CURVE TANGENT LENGTH
 6F PROPERTY BOUNDARY
 PROW PROPOSED ROW POINT L CURVE LENGTH OF
 4F PROPERTY BOUNDARY
 LENGTH LENGTH CARRIED ON NEXT SHEET E CURVE EXTERNAL DISTANCE
 CB CHORD BEARING
 HAZARDOUS WASTE PROJECT NAME: BURLINGTON
 PROJECT NUMBER: STP 5000(29)
 FILE NAME: r21t471legend.dgn PLOT DATE: 13-FEB-2025

 PROJECT LEADER: M. LaCROIX DRAWN BY: M. LONGSTREET

 DESIGNED BY: M. LONGSTREET CHECKED BY: M. LONGSTREET

 CONVENTIONAL SYMBOLOGY LEGEND SHEET SHEET 2 OF 8


 Page 19 of 46
PROJECT NAME: BURLINGTON
PROJECT NUMBER: STP 5000(29)
FILE NAME:r21t471detail.dgn PLOT DATE: 25-NOV-2025

PROJECT LEADER: M. LaCROIX DRAWN BY: M. TROTTIER

DESIGNED BY: A. EGIZI CHECKED BY: A. PROULX

R.O.W. DETAIL SHEET 1 SHEET 3 OF 8


 Page 20 of 46
PROJECT NAME: BURLINGTON
PROJECT NUMBER: STP 5000(29)
FILE NAME:r21t471detail.dgn PLOT DATE: 25-NOV-2025

PROJECT LEADER: M. LaCROIX DRAWN BY: M. TROTTIER

DESIGNED BY: A. EGIZI CHECKED BY: A. PROULX

R.O.W. DETAIL SHEET 2 SHEET 4 OF 8


 Page 21 of 46
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 41.40' RT




 Permanent Highway Easement

 Temporary Construction Easement
 LINES SHOWN ON THIS PLAN AS EXISTING
 PROJECT NAME: BURLINGTON
 PROPERTY LINES P/L ARE BELIEVED TO PROJECT NUMBER: STP 5000(29)
 BE ACCURATE BUT SHOULD NOT BE RELIED
 FILE NAME: r21t471lay1.dgn PLOT DATE: 6-NOV-2025
 UPON FOR PURPOSES UNRELATED TO THE 0 20 40
 PROJECT LEADER: M. LaCROIX DRAWN BY: A. EGIZI
 STATE OF VERMONT'S ACQUISITION OF LAND FOR R.O.W.
 DESIGNED BY: HNTB CHECKED BY: A. PROULX
 AND RIGHTS FOR THIS PROJECT. USE ONLY SCALE IN FEET
 R.O.W. LAYOUT SHEET 1 SHEET 5 OF 8


 Page 22 of 46
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 93+ 00
 Permanent and Temporary Utility Easement

 Temporary Construction Easement
 LINES SHOWN ON THIS PLAN AS EXISTING
 PROJECT NAME: BURLINGTON
 PROPERTY LINES P/L ARE BELIEVED TO PROJECT NUMBER: STP 5000(29)
 BE ACCURATE BUT SHOULD NOT BE RELIED
 0 20 40 FILE NAME: r21t471lay2.dgn PLOT DATE: 25-NOV-2025
 UPON FOR PURPOSES UNRELATED TO THE
 PROJECT LEADER: M. LaCROIX DRAWN BY: A. EGIZI
 STATE OF VERMONT'S ACQUISITION OF LAND
 FOR R.O.W. SCALE DESIGNED BY: HNTB CHECKED BY: A. PROULX
 AND RIGHTS FOR THIS PROJECT.
 IN FEET
 USE ONLY R.O.W. LAYOUT SHEET 2 SHEET 6 OF 8


 Page 23 of 46
 HVCTRL #1 HVCTRL #2

 VSE 502 VSE 501




 PRIMARY CONTROL
 NORTH =726565.5930 NORTH = 726171.545
 EAST =1461318.6980 EAST =1461291.422
 ELEV. =188.300 ELEV. =165.464




 TO REACH FROM THE I-89 INTERSTATE BRIDGES OVER ROUTES TO REACH FROM THE I-89 INTERSTATE BRIDGES OVER ROUTES
 2 AND 7 AT EXIT 16 IN COLCHESTER, GO SOUTH ON ROUTES 2 AND 7 AT EXIT 16 IN COLCHESTER, GO SOUTH ON ROUTES
 2 AND 7 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF 2 AND 7 FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 SPRING ST. CONTINUE STRAIGHT AHEAD ON 2 AND 7 FOR 0.30 OF SPRING ST. CONTINUE STRAIGHT AHEAD ON 2 AND 7
 MI (0.5 KM) TO THE ENTRANCE OF A TRAFFIC CIRCULATOR FOR 0.35 MI (0.6 KM) TO THE EXIT OF A TRAFFIC CIRCULATOR
 AND THE SITE OF THE MARK ON THE LEFT IN THE AND THE SITE OF THE MARK ON THE LEFT IN THE TRAFFIC DIVIDER.
 TRAFFIC DIVIDER.
 THE MARK IS A 3/4 INCH (19 MM) REBAR WITH YELLOW CAP
 THE MARK IS A MAG NAIL SET FLUSH IN THE CONCRETE SURFACE. SET FLUSH WITH THE GROUND SURFACE.


 IT IS 10.0 M (32.8 FT) NORTH-NORTHEAST OF THE SOUTH END IT IS 4.1 M (13.5 FT) NORTH OF THE SOUTH END OF THE
 OF THE TRAFFIC DIVIDER, 3.7 M (12.1 FT) WEST OF THE EAST TRAFFIC DIVIDER, 10.5 M (34.4 FT) WEST OF THE EAST END OF
 END OF THE DIVIDER AND 6.2 M (20.3 FT) SOUTHEAST OF A LUMEN. THE DIVIDER AND 7.85 SOUTHWEST OF A LUMEN.




 SECONDARY CONTROL
 HVCTRL #3 HVCTRL #4 HVCTRL #5 HVCTRL #6 HVCTRL #7
 NORTH = 725425.363 NORTH = 724937.800 NORTH = 724573.397 NORTH = 724823.126 NORTH = 724912.428

 EAST = 1461183.604 EAST = 1460863.108 EAST = 1460682.567 EAST = 1460008.524 EAST = 1459473.735

 ELEV. = 170.561 ELEV. = 187.431 ELEV. = 178.579 ELEV. = 170.717 ELEV. = 171.564

 #4=MAG NAIL IN CURB #6=MAG NAIL IN CURB #7= MAG NAIL IN CONCRETE CURB
 #3= REBAR W/CAP #5=MAG NAIL IN CURB
 S.LINDEN

 N.WINOOSKI
 N
 AVE
 N.WINOOSKI AVE
 N.WINOOSKI AVE 4.86
 54


 VT STATE PLANE GRID
 N.WINOOSKI AVE S.LINDEN
 .4
 9
 BIKE/PEDESTRIAN
 35
 COLCHESTER AVE N
 GRANITE
 .8
 26.22 9
 20.25 5 49.6
 8 4
 WOODEN .



 VT STATE PLANE GRID
 7
 48.82 GATE POST N 5 4 N N
 2
 GRANITE 51 15.55 . N.WINOOSKI AVE
 2
 .5
 #2/7
 M.ELM 9



 VT STATE PLANE GRID VT STATE PLANE GRID VT STATE PLANE GRID
 PARKING BAN 4
 5 5
 SPEED LIMIT 25 1 0
 . .
 CURVE RIGHT ARROW
 1 M.ELM 2
 3 7

 OVERHEAD SIGNAL SUPPORT POLE

 TIE = BOLT W/ CROSS CUT



 * MAIN TRAVERSE COMPLETED ON 3/11/2020 BY R.GILMAN, T.CATTANEO, B.HERRING AND H.MCGOWAN



 HVCTRL #8 HVCTRL #9 HVCTRL #10 HVCTRL #11 HVCTRL #12




 SECONDARY CONTROL
 NORTH = 725348.900 NORTH = 725527.232 NORTH = 725691.427 NORTH = 725950.444 NORTH = 726052.050

 EAST = 1458778.960 EAST = 1457792.074 EAST = 1457159.799 EAST = 1456761.001 EAST = 1456278.895

 ELEV. = 186.011 ELEV. = 217.454 ELEV. = 231.530 ELEV. = 234.487 ELEV. = 241.456

 15
 #8=REBAR W/ CAP #11=MAG NAIL IN CURB #12= REBAR W/CAP
 N
 #10=MAG NAIL IN CONCRETE CURB N
 .4 0
 GARDENER SUPPLY NEXT RIGHT
 N N .7
 721




 VT STATE PLANE GRID
 26


 VT STATE PLANE GRID
 S.LINDEN
 13.06 .2
 25


 VT STATE PLANE GRID
 2



 VT STATE PLANE GRID
 #15329 .3
 7
 37.23 30.6 N.WINOOSKI AVE CROSS WALK W/BUTTON
 7 WATER
 79
 S.APPLE 2.04 .1
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 4
 7
 .


 45.75
 1 N.WINOOSKI AVE
 9 N 10.26
 CROSS WALK LIGHT W/BUTTON
 N.WINOOSKI AVE




 VT STATE PLANE GRID
 57. N.WINOOSKI AVE
 40 N.WINOOSKI AVE

 N.PROSPECT
 15.52



 #9=MAG NAIL IN CURB N.WILLARD



DATUM PROJECT NAME: BURLINGTON

VERTICAL NAVD 88
 PROJECT NUMBER: STP 5000(29)
 FILE NAME: r21t471tie1.dgn PLOT DATE: 13-FEB-2025
HORIZONTAL NAD83 (2011)
 PROJECT LEADER: M. LaCROIX DRAWN BY: H. McGOWAN

ADJUSTMENT LEAST SQUARES DESIGNED BY: VTRANS CHECKED BY: R. GILMAN

 TIE SHEET 1 SHEET 7 OF 8


 Page 24 of 46
 BM #10969
 WINOOSKI




 PRIMARY CONTROL
 NORTH=725571.7831
 EAST=1461194.0493
 ELEV=168.2874



 GENERAL LOCATION, BURLINGTON, VT. THE MARK IS SET ON THE TOP OF THE
 ABUTMENT AT THE SOUTHWEST CORNER OF THE U.S. ROUTES 2+7 BRIDGE OVER
 THE WINOOSKI RIVER BETWEEN WINOOSKI AND BURLINGTON. IT IS 9.8 M (32.2
 FT) WEST OF THE CENTERLINE OF U.S. ROUTES 2+7, 12.6 M (41.3 FT) NORTH
 OF THE SOUTH END OF THE CONCRETE BRIDGE RAIL, AND 1.1 M (3.6 FT)
 SOUTHWEST OF A 3 M (9.8 FT) HIGH CONCRETE POST AT AN ANGLE POINT IN
 THE BRIDGE RAIL.




 SECONDARY CONTROL
 HVCTRL #20 HVCTRL #21 HVCTRL #22A HVCTRL #23 HVCTRL #25
 NORTH = 726151.0920 NORTH = 725933.2633 NORTH = 725616.4290 NORTH = 726114.4320 NORTH = 725917.7030

 EAST = 1461095.2590 EAST = 1461126.6596 EAST = 1461572.585 EAST = 1461369.1860 EAST = 1461295.6400

 ELEV. = 163.6360 ELEV. = 148.8010 ELEV. = 146.0310 ELEV. = 163.2470 ELEV. = 149.7020

 N

 NO ACCESS TO RIVER
 W.CANAL ST



 VT STATE PLANE GRID
 36.7 YIELD/ROTARY
 5
 12" CPEP

 STOP SIGNAL

 3 PET WASTE
 MED. N 56.40 N US 2/7
 MED ASH

 M.ASH
 17.26 5 9 3


 VT STATE PLANE GRID VT STATE PLANE GRID
 .7
 6 4
 N . .
 2
 65
 2 6 6
 25.05 #12 5 72 8
 57.
 MONITORING
 .
 6 M.LOCUST 9.94 N
 70.89 8



 VT STATE PLANE GRID
 7
 0
 PARKING INFO .



 VT STATE PLANE GRID
 4 MONITORING
 ORNAMENTAL
 14.89 7
 2.50

 M.LOCUST




 REBAR W/ CAP




 HVCTRL #26 BM #3520
 NORTH = 725456.0540 NORTH = 726238.4272 NORTH = NORTH = NORTH =

 EAST = 1460870.7770 EAST = 1461341.3218 EAST = EAST = EAST =




 SECODARY TIES
 ELEV. = 127.1510 ELEV. = 169.0766 ELEV. = ELEV. = ELEV. =

 N
 N 9.5A

 9.5




 VT STATE PLANE GRID
 PED XING




 VT STATE PLANE GRID
 TOP OF BOLT ON
 NORTHWEST ELEV=169.08



 104.85




 PED XING




 29.17
 PED XING YIELD/ ROTARY
 .
 M.CEDAR




 MAG NAIL IN LEDGE OUT PASSED DAM 2




 * MAIN TRAVERSE COMPLETED ON 3/11/2020 BY R.GILMAN, T.CATTANEO, B.HERRING AND H.MCGOWAN
DATUM
 ADDITIONAL TRAVERSE COMPLETED ON 3/24/2023 BY B.HERRING , T.CATTANEO, R.GAUVIN, T.BABCZAK
 PROJECT NAME: BURLINGTON

VERTICAL NAVD 88
 PROJECT NUMBER: STP 5000(29)
 FILE NAME: r21t471tie2.dgn PLOT DATE: 13-FEB-2025
HORIZONTAL NAD83 (2011)
 PROJECT LEADER: M. LaCROIX DRAWN BY: H. McGOWAN

ADJUSTMENT COMPASS DESIGNED BY: VTRANS CHECKED BY: R. GILMAN

 TIE SHEET 2 SHEET 8 OF 8


 Page 25 of 46
Attachment 3
 NOTICE OF MUNICIPAL CONDEMNATION HEARING


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 a

bridge to replace the current Burlington-Winooski Bridge over the Winooski River, and, if so, to

determine the damages sustained by those owning or interested in the parcels. Based on

municipal records, both parcels are located in Burlington, Vermont at 1 Mill 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

construction of said bridge replacement. Such temporary basis will last until a project completion

date of July 1, 2030, but may be extended depending on project needs. The permanent basis will

be needed to accommodate the new bridge configuration and associated geometry changes. The

necessity and compensation due to those owning or interested in such property for such

condemnation will be addressed at a hearing held at a meeting of Burlington City Council,

Mayor Presiding, on Thursday, May 21st, 2026 at ___ p.m., located at 149 Church Street,

Burlington, Vermont. There will be a site visit beginning at __ p.m. on May __, prior to the

hearing. No testimony will be taken at the site visit. Testimony will be accepted at the hearing

from interested parties. Meeting time, agenda, and instructions for remote participation are

posted here once the agenda is published: https://burlingtonvt.portal.civicclerk.com/




 Page 27 of 46
 NOTICE OF MUNICIPAL CONDEMNATION HEARING


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 and alteration of the Colchester Ave, Riverside Ave, Barrett St, and Mill St

intersections, 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 448-450

COLCHESTER AVE, 457-459 COLCHESTER AVE, 465-467 COLCHESTER AVE, and 485

COLCHESTER AVE. 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 July 1, 2030, but may be extended depending on

project needs. The permanent basis will be needed to accommodate the new altered intersection

configuration and associated geometry changes as well as utility relocation and undergrounding.

The necessity and compensation due to those owning or interested in such property for such

condemnation will be addressed at a hearing held at a meeting of Burlington City Council,

Mayor Presiding, on Thursday, May 21st, 2026 at ___ p.m., located at 149 Church Street,

Burlington, Vermont. There will be a site visit beginning at __ p.m. on May __, prior to the

hearing. No testimony will be taken at the site visit. Testimony will be accepted at the hearing

from interested parties. Meeting time, agenda, and instructions for remote participation are

posted here once the agenda is published: https://burlingtonvt.portal.civicclerk.com/




 Page 28 of 46
Attachment 4
 MEMORANDUM

To: City Council with Mayor Presiding

From: Madeline Suender, Public Works Engineer
 Laura Wheelock, P.E., City Engineer

Re: Bridge Winooski Bridge Project and Colchester/Riverside/Barrett Intersection –
 Necessity/Compensation Process

Date: 4/13/2026
______________________________________________________________________________

On April 13 2026, the Burlington Department of Public Works will ask the City Council to in-
stitute proceedings to acquire, by condemnation, a set of property interests needed to complete
construction of a federal/state/local transportation projects known as the Burlington-Winooski
Bridge and Colchester/Riverside/Barrett Intersection (the “Project”). This Memorandum pro
vides 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 the intersection located at
Colchester/Riverside/Barrett as well as replacement of the bridge over the Winooski River that
connects Burlington to Winooski. While these are two separate projects with different funding
sources, they are advancing together and will undergo separate but identical property acquisition
processes and as such will be referred to throughout this memo as one Project. More information
about the Project can be found here: https://burlingtonwinooskib-
ridge.vtransprojects.vermont.gov/


II. Legal Background

Under the terms of Finance and Maintenance Agreements governing various aspects of the
Project, VTrans is primarily responsible for the design and construction of the Project, while the
City is responsible for assisting VTrans in securing the necessary right of way, and for mainte-
nance of the completed Project.
To date, VTrans 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, VTrans and the City have 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 46
 “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 46
III. The Hearing Process

 A. Initiation

The City Council initiates the necessity hearing process by motion. See Burlington City Char-
ter § 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 46
 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 46
 Board of Finance and City Council Submission Checklist
 Version: April 2025

 Department: DPW Technical Services Submitter: Madeline Suender

 Title/Subject: Winooski River Bridge/COBRI Intersection – Condemnation Process

 Approval Requested: Meeting Date:
 ☐ Board of Finance Click or tap to enter a date.
 ☒ City Council 4/13/2026
 ☐ Both BOF and Council Click or tap to enter a date.

Instructions
 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 4/7/2026 C. Spencer

 Mayor’s Office Yes 4/7/2026 K. Alnasrawi
 Board/Commission Yes 4/7/2026 Councilor Mark Barlow
 sponsored
 City Attorney’s Office for memo and Yes 4/6/2026 E. Ramakrishnan
 contracts or legal documents
 City Attorney’s Office for memo and Yes 4/6/2026 E. Ramakrishnan
 motion(s) or resolution(s)
 CAO for budget, financing, and memo Yes 4/8/2026 K. Schad
 Human Resources, if personnel action N/A Click or tap to Click or tap here to enter text.
 or policy enter a date.
 CIO, if IT-related N/A Click or tap to Click or tap here to enter text.
 enter a date.




 Page 34 of 46
Project Status and Request
for Municipal Condemnation
Burlington-Winooski BF RAIZ(2)
Burlington STP 5000(29)

April 13, 2026




 Page 35 of 46
Meeting Purpose

• To provide an overview
  of Project status,
  property owner
  engagement, and the
  timing of starting the
  condemnation process.




 Page 36 of 46
 Schedule – Current and Future
 RAISE Funding
 Finalize Obligation
 Coordination Deadline Contracting Construction
 • ROW Secured** • 9/30/2026 • Contracting
 • Utility • Administrative
 Agreements We Are Submittals
 • Finalize RFP Here

2025 2026 2027 2028 2029 2030

 Construction
 Complete
 Solicitation of Request for
 Contractors Proposals Final Design
 • Requests for • RFP Advertised • Complete Design
 Qualifications • Proposals Prepared • Final Permitting ** All Right of Way necessary to complete
 • Short-List Contractors • Proposals Evaluated, • Utility Relocation the Project needs to be secured prior to
 • Develop Request for and Successful obligating construction funding.
 Proposals Proposed Identified




 Page 37 of 46
 Existing Proposed Example Alternate
Conditions Base Technical Concept Layout




 Page 38 of 46
Existing
Conditions




Proposed Base
Technical Concept




Example
Alternate Layout



 Page 39 of 46
Project Updates
• Burlington Under-Bridge Path will not be incorporated
• Finalizing public input on park spaces within Winooski (Open House on April 29)
• Request for Letters of Interest:
 • Due 2/27/2026, currently under review
 • Shortlisted teams notification 4/30/2026
• Utility Coordination ongoing
 • Finalizing relocation routing
 • RFP language development
 • Develop Draft Utility Agreements
• Advance design for offsite projects to facilitate detour
 • Burlington Main Street Signal Modifications
 • Winooski Exit 15 SB Intersection Improvements




 Page 40 of 46
Project Status

 RFP Preparation 50%



 Public Input 95%



 ROW Secured 75%



 Utility Coordination 90%



 Environmental Coordination 85%


 0 10 20 30 40 50 60 70 80 90 100

 % Complete




 Page 41 of 46
Importance of Securing Property Rights
• FHWA will not obligate construction funding until VTrans has issued a ROW
 Clearance Certificate. In order for VTrans ROW to issue the ROW 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 after which VTrans must issue compensation to the property
 owner or place the funds in escrow.
• RAISE grant program funding that was appropriated in division J of the
 Infrastructure Investment and Jobs Act, Pub. L. No. 117-58 (Nov. 15, 2021),
 lapses and is unavailable for obligation, by statute, after September 30, 2026.




 Page 42 of 46
Schedule of Securing Property Rights
• Approximately 5-months until Obligation Deadline for Grant Funding
• Critical Steps for Obligating Grant Funding Before Deadline:
 • Necessity Hearings: 1-2 months (Council decision by early to mid June)
 • Payments Processed: 1 month (Late July)
 • RFP complete: July
 • ROW Clearance Certificate Issued: early August
 • VTrans submits construction funding obligation request to FHWA: mid August




 Page 43 of 46
Request
to the City Council with Mayor Presiding


• Property Acquisitions
• Separate but Parallel
process for both projects

• Set Date for Hearings
 Necessity
 Compensation

• Proposed Date:
 May 21, 2026



 Page 44 of 46
Special Meeting May 21, 2026

 Site Visit Bridge & Intersection




 Hearings Concurrent


 Same Day or
 Decisions Continued to
 Future Date




 Page 45 of 46
Questions or
Comments?




https://burlingtonwinooskibridge.vtranspr
ojects.vermont.gov/



 Page 46 of 46

BURLINGTON CITY COUNCIL WITH MAYOR PRESIDING
 CONTOIS AUDITORIUM, 149 CHURCH STREET, 2ND FLOOR
 MINUTES OF MEETING
 April 13, 2026




1. Agenda
1. Agenda
City Council President Traverse convened the meeting at 8:11 pm.
Members present: Councilors Barlow, Broderick, Carpenter, Grant, Litwin, Sanchez-Parkinson, Schachter,
Singh and City Council President Traverse (all in person); Councilors Bergman, McKnight and Neubieser (all
online)
Others present: Assistant City Attorney Ramakrishnan (online); Interim COS Alnasrawi, CAO Schad and Lori
Olberg

Member absent: Mayor Mulvaney-Stanak


Subject 1.1. Motion to adopt agenda
Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13,
 2026, 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


Category 1. Agenda

Department Council and Board


Type Action
 Procedural


Recommended Action Motion to adopt agenda
1.1. Motion to adopt agenda
Motion made by Councilor Carpenter, seconded by Councilor Schachter, to adopt the agenda as
presented. Motion passed unanimously.


2. Deliberative Agenda
2. Deliberative Agenda

Subject 2.1. Winooski River Bridge/COBRI Intersection - Condemnation Process -
 DPW
Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13,
 2026, 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


Category 2. Deliberative Agenda

Department Public Works Department
Type Action


Recommended Action 1. To authorize the City to initiate proceedings, pursuant to 19 V.S.A. Chapter 7,
 for highway alteration projects known as the Burlington Winooski Bridge Project
 (BF RAIZ(2)) and Colchester/Riverside/Barrett Intersection Project (STP 5000(29)),
 and to set the 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 for the Bridge Project (BF RAIZ(2)) on
 5/21/26
 b. To set a date for the Compensation Hearing for the Bridge Project (BF RAIZ(2))
 on 5/21/26
 c. To set a date for the Necessity Hearing for the Intersection Project (STP
 5000(29)) on 5/21/26
 d. To set a date for the Compensation Hearing for the Intersection Project (STP
 5000(29)) on 5/21/26
2.1. Winooski River Bridge/COBRI Intersection - Condemnation Process - DPW
Maddy Suender, Laura Wheelock and Chapin Spencer spoke to this agenda item.
Motion made by Councilor Barlow, seconded by Councilor Broderick, to approve the motion as
presented. Motion passed unanimously.


3. Adjournment
3. Adjournment

Subject 3.1. Motion to adjourn
Meeting April 13, 2026 - City Council With Mayor Presiding Meeting - Monday, April 13,
 2026, 7:00 PM, Contois Auditorium, 149 Church Street, 2nd Floor


Category 3. Adjournment

Department Council and Board


Type Action
 Procedural


Recommended Action Motion to adjourn
3.1. Motion to adjourn
City Council President Traverse adjourned the meeting at 8:44 pm.