City Council With Mayor Presiding

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 90 0+ 00 C O NA e r n g i D8 r t i Fa a s l Tr l nL Fa 3 V s l a U Me a eEa n r t s eN e s S Su i t i i t o r e v d u n r V d g T8 mo i h t s r a e : i n r n : 6 1 n 3 tSt eMe v : 4 4 g e 7 2 0 : a r yFo 2° 4 0 30 30 ° 1 0 . t c 6 0 ePl a o ' ' 6 . 0 t t 0 0 6 0 o 0 0 6 a r 0 . 0 . 7 n 0 0 s e 0 0 0 0 W " N " N RI 90 D RI VE 1+ PLANE G 00 TATE RS VT S ID E 90 AV 2+ TO E 00 BU (U RL S 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+ 00 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( P) 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 " 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 BLASDEL U Bk.8 Pg.383 ING 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 STI REVOCABLE NG TOW N R. . P) P UE( N/F TRUST L O. LITWHILER W. 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 L LINE N/F N/F LITWHILER LITWHILER Permanent Highway Easement N HOLDINGS, SUBLO T P N/F HOLDINGS, LLC P SUBLO T LLC LI NE 90 LITWHILER L L LI 6+ HOLDINGS, NE Temporary Construction Easement 00 LLC D CO GRI N TR O L E PLANE VA U LT . 8 T " PV APPROX. EXISTING TOWN R.O.W. A T NAD83 Ve Cent Ori ralMeri gin Lat Fal Fal t i VT83 rmontSt Transver US Surv di ude:42° se East se Merca an:72° ng:1 i se Nort ey Foot ng:0. hi e Pl at 30' 30' t anes 0000" 00. 64041 or 00. 6. 0000" 6667 0000 W N C S 853+ 00 T V 30" P VC ? 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 32Pg4 .7 Bk. CONS TT () CESSEASEMENT MAPP 53 -5 ACCESST () Temporary Construction Easement NG TO W N GMPAC 0Pg2 .09 L Bk1 . CONST( T) N88°54'19"E STI P 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 '4"E CONSTT () P C O NA en i r D8 r t g a i Fa 3 V Tr lMe nL ls Fa a U n S Su r a eEa s l e s i i t r v d u t eN V mo e i d s T8 r a e i t o n s r n : n r 3 tS eMe v : 4 g t e 7 : i h 2 1 n a t yFo 30 2° 30 ° 6 g r 4 : ePl t c 0 0 a o 0 ' 0 ' 4 . o t t 0 0 6 1 0 r . 0 a 0 . 0 6 . 0 n 0 0 6 0 s e 0 0 6 0 0 7 W " N " N B-C N05°47'20"E, 45.00' S0 L 860+24± P P 02 .0' 143.24' LT L D 10 P ANE GRI C-D N89°03'30"W, 31.99' L TATE PL L VT S P C-E S05°47'20"W, 35.58' 859+25± L E-F N89°29'42"E, 28.51' P 133.07' LT W. 24"RCP NG TO W N O. R. 30"W L G-H N89°57'48"E, 15.56' P N89°03' P 6 L N/F 56' T) 42"E N/F CO N ST( L 86. STI ' 8 N89°29 EXI JLF LLC 51' CITY OF N/F 71. 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 L 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 H O.W. L STN IG TOWNR. L E .EXI 060 '8" APPROX 15"M P N00° 858+54± EF 99.72' 30.12' LT N00°101 '1" ' 27 N05°47' 19"E D INV= INV= 166.978' 166.819' A 18' . 45.14' 36. 01 860+34.52 ,1 43.52' LT 859+35.62 "E E 858+99.62 57 I 30.12' LT 33.67' LT ' N 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' "W 19 5' NE 8°0 I 18" LI RCP 18" S7 TE 860+81.86 858+77± 9"E RCP 46.00' RT 0°324 ' N0 N05°47' 19"E HWYP ()N0 9°09' 43"E 39.88' RT 6' HWY( P) I L 45.8 87 CPEP 35.90' .21' 15" P RC TABLE 3 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 ' 0 6° 17' S1 8. 9 P) 7 8 NG TO W N 858+95± W Y( 93.00' RT H P L CITY WINOOSKI HOTEL STI K T) CO N ST( EXI OF GROUP, LLC APPRO X. WINOOSKI END R.O.W. PROJECT PEP P 15" C BURLINGTON-WINOOSKI BF RAIZ(2) L STA. 861+13, 169.81' RT 12" CPEP 12" CPEP W. O. R. P CONSTT () L 15"CPEP 15"CPEP 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" 24 "R 30 CONSTT () 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 en i r D8 r t g a i Fa Tr l nL l 3 V Me s Fa a U n r a e s i t eEa s l i r v d u t eN VT8 mo e S Su i d s s r a e i t o n r n : n r 3 tSt eMe v : 4 g t e 7 2 : i h 2 6 1 n a ° ° 4 g t c r yFo 30 30 : ePl a ' 0 0 t t o 0 ' 0 4 . o 0 0 6 1 0 r . . 0 a 0 0 6 . 0 n 0 0 6 0 s e 0 0 6 0 0 7 W " N " 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 00 848+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  N T8 3 nes V la ateP ntSt ermo tor D83 V erca NA erseM nsv ot Tra o rveyF 0 0W " Su 00 .0 US 30 '0 n :72° 00"N d i a i 00 . 0 Mer '0 r tal 42°30 7 Cen d e: 6 .66 atiu t 416 inL 6 1 40 Org i ing: 0 ast 00 eE :00 . Fals hn i g ort lseN Fa D RI ANE G PL TATE VT S N =725037.746 E =1460902.917 STA901+75.00, 27.68' LT P L P N61°32'25"W L 7.00' N2 8°27' 30" 902+70± 95. E 45' 35.00' LT HW 905+45.00 Y( P 904+00.00 ) 93.00' LT N2 N61°32'41"W 8°27' 46.00' LT 5 902 902+70± 129 21" E 11.00' N2 8° +0 . 55' 27' 2 0 27.67' LT 38. 1" E 00' CITY OF BURLINGTON Rive D&C(T) N6 rsid 1°3 2' S61 e Ave 904+00.00 35.00' LT N2 8°27' 41" °32 '41" 905+83.00 93.00' LT 145 21" E 905+45.00 47. W 00' 35. E 903 . 00' HW +0 46.00' LT 00' 0 Y( P) APP RO X.EXI STI N2 NG 8°27' TOW 19" NR E .O. W. N2 8°27' 904 HW N/F 500 30" 905+83.00 ST( +0 E Y( P 0 . 00' ) T) S28 58.00' LT VERMONT °39' P 41" N2 268 W 8° GAS 27' CO .82' APP 186 21" N RO E SYSTEMS INC X. . 97' L EXI STI 2 NG 907+69.97 TOW NR 904+43.82 905 58.00' LT .O. W. +0 P 39.59' RT 0M PAVELKA, C G 1 RADIM 2 " D&C(T) 3 S62 °26 CONS T( T 904+88.83 ' 454 ) N3 48.72' RT 906 41" COLCHESTER, LLC 9° 5 905+32.10 +0 0 30. E 35' 45 5' S28 N/F D&C(T) 0 °39' .92 6"E 4 39.91' RT 1 88. 1" N28°27'30"E T) ' W LY, MICHAEL; 4 29' T( P 17.59' CO N S LY, SHANNON L . S84°58'27"E BENNETT, 30.06' 907+70.45 TORNEY, P) 27.65' LT P) ISABELLA B. HW Y( HW Y( DONNA & IAN 907 D&C(T) EXISTING +0 D&C(T) 0 P VEHICULAR R.O.W P CO 260/531 N TR TT () °250 '9"E O P L L CONS N08 L VA T () 43.29' U CONST LT CONSTT () . L O.W. OWNR. 905+41.45 90+ 00 T () "E GT . 852+21.08 CONST N08°250 '9 .EXS ITN I . 908 APPROX 41.09' LT 61.47' RT +0 96.08' 0 2 55+00 8 R&R(T) REMOVE & RESET(T) WOOD FENCE 54+00 8 0 REMOVE & REPLACE(T) 80+ 0 VC CHAIN LINK FENCE "P 12 0 853+0 853+81.68 18 CL ? 30" P N =724981.731 l c h e s t e r A v e AY 2+00 VC 42.65' RT Co P 85 GM R=3,435.07', L=140.26' E =1461106.210 "C 30" C 12 0 CB=S06°13'25"W, CD=140.25'' STA849+25.00, 41.11' LT 51+0 I 8 PP 8 " 45 '91 .8"E PV N08°2 C 850+00 852+68.91 30" ? 849+00 41.50' RT 851+82± 851+23± 41.40' RT 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  N NAD Ce r nt Ori F 83V a gi a r T l l a Me nL s e ns F r US a eE a r t s l mo v i t i a VT e di s eN r Sur a 83 ntS s n:7 ude i t o eM ve ng: t r e yF :42 t hi a r 2° ° t c o eP a o 30' 30' 164 ng: o t t a l r 00. 00. 041 0. ne 6. 000 000 000 s 666 0 0" 0" 7 W N END R.O.W. PROJECT ANE D GRI BURLINGTON STP 5000(29) EPL TAT VT S STA. 854+58, 49.10' RT 90+ 00 BEGIN R.O.W. PROJECT 855+00 BURLINGTON STP 5000(29) REMOVE & RESET(T) WOOD FENCE +00 STA. 849+24±, 41.69' RT 854 0 REMOVE & REPLACE(T) 80+ 0 REMOVE & RESET(T) CHAIN LINK FENCE WOOD FENCE & 853+00 DOMINOS SIGN 853+81.68 42.65' RT N =724981.731 c h e s te r A v e 852+00 853+88.93 Col R=3,435.07', L=140.26' NG TO E =1461106.210 854+15± CB=S06°13'25"W, CD=140.25'' 42.71' RT STA849+25.00, 41.11' LT 851+00 42.79' RT STI NG TO 45 '91 .8"E N08°2 X.EXI 850+00 STI O.W. T(T) 852+68.91 NG R. ONS UE( .EXS ITI C APPROX P) X.EXI O 0 41.50' RT SUBL +0 APPRO 849 854+14± 851+82± T) 73.16' RT T( 851+23± W. P CO N S 41.40' RT O. OWNR. 12 APPRO X.EXS ITNG T I 41.40' RT APPRO 1 0' UE( P) 13 850+75± I&M( NE P) L T LI 850+14± 41.40' RT 0 ' 9"W 852+69.10 LITWHILER °25 P) 849+80.55 S08 &M( I 41.40' RT P) 45.20' RT BRISSON &M( HOLDINGS, W. 41.39' RT 344 2 .6' I ee t O. ) NG TO TT ( PROPERTIES ONS LLC W N R. C ST U 853+81.94 Mill Str W. NG TO P) D&C(T) @ 495 (T E(P I &M( P) &M( I O. 67.74' RT STI 91+ 00 . P &M() W N R. I ) ONSTT ( COLCHESTER XI ) STI ) P &M( C ) . I CONST(T) CONST(T) 853+72.53 O X.E AVENUE, LLC XI ONSTT () . 88.59' RT C TT () N ST CONS D&C(T) O X.E I &M( P) P C ONSTT () EXISTING EASEMENT O (T APPR C ) 7 ) BOOK 535/764 853+85.84 TT () TT ( N CONS APPR P CONS P L CO 101.87' RT 0 81+ 0 8 853+70.67 . P S N/F P 449 0' 853+85± T) Barrett L 104.17' RT 1 CO N ST( SWB COLCHESTER L UE(P)114.83' RT P WNR OREN, DANIEL K. & L 853+82± LLC AVE., LLC L WNR L 9 10 CONST(T) D&C(T) IBARRA, MILAGROS T. 11 115.31' RT W. D&C(T) 853+85± 6 O. 853+82± 14 . 122.52' RT W. GUILD4 BURLINGTON D&C(T) O. BOURNE, RENE P. 122.42' RT . 445 PROPERTIES, ESTATES, . & SHARON MEYER JENNIFER A. KOCH, treet LLC LLC D&C(T) P) COLCHESTER P UE( P D&C(T) TRUSTEE OF THE . D&C(T) P) PROPERTY LLC UE( 33"E GREGG N. BLASDEL & D&C(T) L P L 5' P 852+74.39 JENNIFER A. KOCH S84°1 L 851+85± 156.26' RT REVOCABLE TRUST, U/T/A 853+78± 158.58' RT 851+23± P)UEP () dated MARCH 13, 2018 L 850+75± UE( 177.34' RT 155.47' RT )UEP () V IET ( P 21"E 156.63' RT P () DR V IET ()UE P DR 852+75± OTLNE I 7' P P () SUBL )UE S84°5 T ( P 162.36' RT P) VE L 92+ 00 DRI UE( N/F T)UEP () DRV IE( L P 853+82± 20 CHASE ST L L 853+65.19 0' P ) 1 T ()UEP ( 177.45' RT LLC DRV IE L ENT P () 193.50' RT 850+40± W.EASEM V IET ()UE 10'RO. . DR L STNG I 852+27.91 P 157.56' RT EXI ) 0 )UEP ( 173.53' RT 82+ 0 DRV IET ( 853+70.56 852+75.52 850+49± 850+75± 193.50' RT L 181.24' RT P 853+82± 168.51' RT 167.65' RT 851+86± 852+28.15 212.64' RT R 164.67' RT P P P 851+24± OTLNE I P 182.43' RT SUBL L A N/F 166.23' RT O L BARRIOS, CESAR L N/F IN a T P Ch IS SANCHEZ, RAQUEL WELLS, MICHAEL J. X P 15 E . L X se G T O L BELIVEAU, LEO P P & DONNA St W N D&C(T) L re R .O .W L P P et . P L L L 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 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 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