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- VERMONT CA-96
Contract Number: C03287
Contract Name: CHELSEA ER P23-1(440)
VERMONT
AGENCY OF TRANSPORTATION
PROPOSAL
STANDARD SPECIFICATIONS FOR CONSTRUCTION
DATED 2024 SHALL APPLY TO THIS CONTRACT
SPECIAL PROVISIONS
SCHEDULE OF ITEMS
ELECTRONIC BID BOND to be submitted in the amount of 5% of the Contractor's bid.
BIDDING PROCEDURE
Bid Proposals will not be read unless accompanied by an electronic bid bond, and they may be rejected as
irregular if they are not in compliance with Agency specifications.
NOTE: All bid proposals shall be properly filled out and submitted electronically utilizing iCX Web
System services.
VTrans Mission and Vision
Through excellent customer service, provide for the safe and efficient movement of people and goods.
A safe, reliable, and multimodal transportation system that grows the economy, is affordable to use and
operate, and serves vulnerable populations.
Cover Page Proposal ____________________________________________________________ 1
Table of Contents _______________________________________________________________ 2
Project Special Provisions ________________________________________________________ 3
404 Corps of Engineers Permit ____________________________________________________ 12
ANR RME Consultation _________________________________________________________ 66
Flood Hazard Area and River Corridor Permit ________________________________________ 68
Construction Stormwater Permit ___________________________________________________ 71
Impact Plans ___________________________________________________________________ 77
Required Contract Provisions for Federal Aid Construction Contracts FHWA 1273 June 2026 __ 106
USDOL Davis Bacon Wage Rates 2026 - Orange County _______________________________ 118
Bidding Requirements and Conditions ______________________________________________ 122
DBE Policy Required Contract Requirements CR110 - 2026 _____________________________ 134
Attachment C - Standard State Contract and Grant Provisions Rev 2-13-26 _________________ 139
USDOT Standard Title VI Nondiscrim Assurances Appendix A and E _____________________ 149
Standard Federal EEO Construction Contract Specifications _____________________________ 152
Contractor EEO Certification Form - CA109 _________________________________________ 159
Vermont AOT Certificate of Compliance - CA271 _____________________________________ 160
Vermont AOT Minimum Labor and Truck Rates - CA101 _______________________________ 164
Commodity Index Prices CA170 - Spec Book 2024 ____________________________________ 165
Proposal Schedule of Pay Items ____________________________________________________ 166
Chelsea ER P23-1(440)
PIN Number(s): 23B796 Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidder Page 1
SPECIAL PROVISIONS – NOTICE TO BIDDERS
1. NOTICE TO BIDDERS – CONTRACT COMPLETION DATE. This Contract shall be completed
on or before June 15th, 2028.
2. NOTICE TO BIDDERS – INTERIM COMPLETION DATE. The Contractor shall complete all
pavement to full width, linestriping, guardrail, bridge rail, and the bridge and roadway shall be
open to two-way traffic on VT 110 from MM 6.58 to MM 6.75 in Chelsea on or before October
15th, 2027.
If this interim completion date is not met, liquidated damages in the amount of 90% of the
applicable rate specified in Table 108.12A will be assessed in accordance with Subsection
108.12(b).
3. NOTICE TO BIDDERS – PROHIBITION OF RUSSIAN GOODS. The Contractor is hereby
notified that, pursuant to Vermont Executive Order No. 02-22, dated March 3rd, 2022, the
purchase of Russian-sourced goods and goods produced by Russian entities (defined as institutions
or companies that are headquartered in Russia or have their principal place of business in Russia)
is prohibited. The awarded Contractor must fill out and sign the Executive Order 02-22 Vendor
Certification as part of the Contract awarding process.
4. NOTICE TO BIDDERS – ELECTRONIC DOCUMENT MANAGEMENT. The Contractor is
hereby notified that the Contractor, their subcontractors, and suppliers shall create both a Doc
Express and an iCXWeb account. The Contractor shall use these applications for collection and
management of electronic documents. Doc Express can be accessed at the following link:
https://docexpress.com. iCXWeb can be accessed at the following link:
vtrans.exevision.com/icx/Index.aspx.
All costs associated with the use of Doc Express and iCXWeb will be considered incidental to
Item 635.1100, Mobilization/Demobilization. The State will manage the applications including
Contract setup upon Contract execution.
To create an account and for more information regarding the use of Doc Express see the
information at the following link:
https://outside.vermont.gov/agency/vtrans/external/docs/construction/Contracting/DocExpressOv
erviewforContractors.docx.
To create an account and for more information regarding the use of iCXWeb see the information
at the following link: https://vtrans.vermont.gov/icx.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 2
5. NOTICE TO BIDDERS – ELECTRONIC TICKETING VTRANS PORTAL. The Contractor is
hereby notified that the Contractor, their subcontractors, and suppliers shall connect to the VTrans
Portal and use the application for distribution and management of electronic tickets (e-tickets).
VTrans Portal is a state cloud-based e-ticket database, including a web-based user interface and a
jobsite mobile e-ticket application. VTrans Portal will interface with the Contractor’s supplier
existing point of sales or e-ticketing platform and will allow VTrans to manage bituminous
material e-tickets.
All costs associated with the use of VTrans Portal will be considered incidental to the appropriate
Section 406 and Section 407 pay items. The Agency will manage the VTrans Portal application
including Contract setup upon Contract execution.
To create an account, connect to the VTrans Portal, and for more information regarding the use of
VTrans Portal see the information at the following link: https://www.haulhub.com/vermont-
agency-transport-22/
6. NOTICE TO BIDDERS – CONTACT WITH THE AGENCY. From the time of advertising until
the actual bid opening for this Contract, all prospective Contractors, subcontractors, and suppliers
shall direct all inquiries related to this Contract solely to the Agency's Contract Administration
Section at AOT.ConstructionContractingInquiry@vermont.gov.
The deadline for submitting inquiries related to this Contract is 4:30 p.m. Eastern Time on
September 9th, 2026. Inquiries received prior to this time will receive a response from the Agency.
Inquiries received after this time may receive a response at the Agency’s discretion.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 3
7. NOTICE TO BIDDERS – OTHER SPECIFICATIONS AND CONTRACT REQUIREMENTS.
404 Corps of Engineers Permit
ANR RME Consultation
Flood Hazard Area and River Corridor Permit
Construction Stormwater Permit
Impact Plans
FHWA 1273 – Required Contract Provisions for Federal Aid Construction Contracts
USDOL Davis Bacon Wage Rates by County
Vermont Agency of Transportation Bidding Requirements and Conditions
Disadvantaged Business Enterprise (DBE) Policy Contract Requirements – CR-110
Attachment C – Standard State Provisions for Contracts and Grants
USDOT Standard Title VI Nondiscrimination Assurances Appendices A and E
Standard Federal Equal Employment Opportunity Construction Contract Specifications – CA26
Contractor Equal Employment Opportunity Certification Form – CA109
Vermont Agency of Transportation Certificate of Compliance – CA271
Vermont Agency of Transportation Minimum Labor and Truck Rates – CA101
Commodity Index Prices – CA170
Schedule of Pay Items
8. NOTICE TO BIDDERS – NEW PREQUALIFICATION FORM. The Contractor is hereby
notified that the Agency is required by the U.S. Department of Transportation to develop and
maintain a list of information about all firms that bid on federally funded Contracts in accordance
with 49 C.F.R. § 26.11. The Agency has developed a new electronic form to collect this
information. The Contractor shall fill out this form as part of their project-specific prequalification
for every Contract that they bid on. A link to this form is provided in the prequalification form
available through iCX and the Agency’s website.
9. NOTICE TO BIDDERS – DAVIS-BACON. U.S. Department of Labor Davis-Bacon wage rates
are applicable to this Contract. Copies of the applicable rates are included in this proposal.
10. NOTICE TO BIDDERS – GENERAL SPECIAL PROVISIONS. The Contractor is hereby
notified that the most recent General Special Provisions in effect on the date of advertisement shall
apply to this Contract. The General Special Provisions may be found at the following address:
https://vtrans.vermont.gov/highway/construct-material/construct-services/pre-
contractspecifications/vermont/2024
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 4
11. NOTICE TO BIDDERS – STANDARD DRAWINGS. The Vermont Agency of Transportation
Standard Drawings listed on the Index of Sheets are not included in the plan set, but may be found
at the following address:
https://resources.vtrans.vermont.gov/resources/cadd/VAOTconSTD_Name.xml?_gl=1*6cpy62*
_ga*MTU5MTQ3NTcyNi4xNzIwMjM5NjI0*_ga_V9WQH77KLW*czE3NTI3NTYyMzQkbzE
3NCRnMSR0MTc1Mjc1NjkwMyRqNjAkbDAkaDA.
12. NOTICE TO BIDDERS – INFORMATIONAL DOCUMENTS. The Contractor is hereby notified
that the following informational documents for this Contract are available on iCXWeb and the
VTrans Bid Opportunities website. These documents are being provided during the bid solicitation
period for informational purposes only.
(a) Traffic Management Plan (TMP) Checklist
(b) Geotechnical Report
13. NOTICE TO BIDDERS – SURFACE WATER WITHDRAWAL. The Contractor is hereby
notified that the Vermont state law, Act 135 of 2022, requires any person withdrawing surface
water (as defined in 10 V.S.A. § 1002 (20)) to register with and report the water withdrawal and
usage to the Vermont Department of Environmental Conservation beginning January 1, 2023.
Guidance can be found here: https://dec.vermont.gov/watershed/rivers/streamflow-protection/act-
135-surface-water-withdrawal-registration-and-reporting
14. NOTICE TO BIDDERS – ENVIRONMENTAL COMMITMENTS.
(a) Threatened, Endangered, and Rare Species. The Contractor shall ensure all personnel
working on the project site are made aware of the potential presence and protected status
of the northern long-eared bat and tricolored bat. The Contractor shall ensure all personnel
working on the project site are aware of all environmental commitments related to the
Indiana bat, northern long eared bat and tricolored bat. The clearing of trees ≥3 inches in
diameter at breast height within the project limits shall be completed between October 1
and April 14, inclusive.
The Contractor is hereby made aware of the potential for Time-of-Year (TOY) restrictions
related to proposed off-site areas. Cutting trees ≥3 inches in diameter outside of the contract
project limits shall require review under Section 105.25 Opening Off-Site Activity Areas.
(b) Invasive Material. If invasive species are delineated on the Plans or found in the project
area and confirmed by the Engineer, the invasive species, and any soil excavated from
areas that contained the invasive species, will be termed invasive material.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 5
The Contractor shall handle the invasive material in accordance with the VTrans State
Highway System Roadside Terrestrial Invasive Plants Best Management Practices
(BMPs). The Contractor shall stockpile the invasive material separately from other soil
stockpile areas. A ground barrier and perimeter containment system shall be in place
around the area intended for stockpiling the invasive material. Equipment shall be cleaned
of all soil and plant matter prior to arriving on site in accordance with Subsection 107.06.
The equipment used for excavation and transport of invasive material shall be cleaned of
all soil and plant matter before being used for work in other areas in accordance with the
BMPs.
To the extent possible, invasive material shall be reused on site. Invasive material shall
only be reused on site in areas where the presence of the invasive species were clearly
evident. If there is an excess of invasive material, it shall be wasted in accordance with the
BMPs.
The cost of excavating invasive material will be paid for under the appropriate Contract
excavation items. When invasive species are delineated on the Plans, the additional cost
for handling invasive material, following the BMPs, cleaning equipment, and wasting
excess invasive material will be incidental to all other Contract items. When invasive
species are not delineated on the Plans, and compensation is not otherwise provided for in
the Contract, the work of handling invasive material, following the BMPs, cleaning
equipment, and wasting excess invasive material will be considered extra work in
accordance with Subsection 104.03 and will be paid for in accordance with Subsection
109.06.
15. NOTICE TO BIDDERS – UTILITIES. Existing aerial facilities owned by Consolidated
Communications, Inc, and Charter Communications, and EC Fiber will be adjusted, as necessary,
by employees or agents of the above companies in accordance with the "Approximate Aerial
Utility Relocation Route" shown in the Contract Plans. The Contractor is cautioned to protect these
facilities from damage.
Contacts for the above listed companies are as follows:
Consolidated Communications Tucker Peterson (802) 735-7550
Charter Communications Craig Benjamin (802) 249-4935
EC FIBER Jason Brewer (802) 431-8297
Employees or agents of the above listed companies are to be allowed free and full access within
the project limits with the tools, materials, and equipment necessary to install, operate, maintain,
place, replace, relocate, and remove their facilities.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 6
There will be no extra compensation paid to the Contractor for any inconvenience caused by
working around and with the companies, or their facilities. Should the Contractor desire additional
adjustments of the utility facilities for his/her convenience, proper arrangements shall be made in
conformance with Subsection 105.09 Cooperation with Utilities.
There are areas of underground utilities that may require additional locating beyond normal dig
safe measures. The Contractor is hereby notified that exploratory excavation to locate existing
underground facilities may be necessary to protect these facilities from damage. Where approved
by the Engineer, these utilities shall be located and/or exposed by methods such as air/vacuum
excavation and/or hand digging to determine their exact location. This exploratory work shall be
classified as Trench Excavation of Earth, Exploratory and payment shall be through Pay Item
“204.2200, Trench Excavation of Earth, Exploratory (N.A.B.I.).”
The Contractor shall notify the aerial utility pole owner if excavation is within 10 feet of an existing
pole. That pole owner may choose to be onsite for this activity. There will be no excavation
allowed within 5 feet of existing poles and anchoring.
Vermont Statutes Annotated, Title 30, Chapter 86 (“Dig Safe”) requires notice to Dig Safe before
starting excavation activities. The Contractor must telephone Dig Safe at 811 at least 72 hours
(excluding Saturdays, Sundays and legal holidays) before, but not more than 30 days before,
starting excavation activities at any location. In addition, before excavation and/or pavement
grinding in or on the state highway right-of-way, the
Contractor must contact the Agency’s Traffic Signal Superintendent, Dan Ertel, to obtain/verify
the location of Agency’s underground utility facilities or to confirm the absence of such facilities.
Dan can be reached at (802) 343-2188.
The Contractor is advised that many towns are not members of Dig Safe. It is the Contractor’s
responsibility to check with the towns prior to excavation and shall protect and restore utilities
damaged within the project and as set forth in Subsection 107.12.
Should the Contractor desire additional adjustments of the utility facilities for his/her convenience,
proper arrangements shall be made in conformance with Subsection 105.09 of the Stand¬ard
Specifications for Construction.
All Contractors, subcontractors or material suppliers involved in any project-related activity shall
comply with all applicable codes and regulations related to working around live electrical lines,
including but not limited to maintaining the required minimum clear distance from an electrical
utility facility. The Contractor’s Competent Safety Officer shall be well versed in OSHA and
VOSHA regulations and shall be capable of implementing a plan to conform to these regulations
during prosecution of work.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 7
16. NOTICE TO BIDDERS – CONCURRENT CONSTRUCTION. The Contractor is made aware of
the following VTrans construction project(s) which are expected to be in progress within the area
of this project during its construction.
TABLE 1 – CONCURRENT CONSTRUCTION PROJECTS
Project Contractor
Anticipated Contract
Completion Date
Chelsea ER P23-1(418) TBD October 2028
Chelsea ER P23-1(438) TBD June 2028
Tunbridge ER P23-1(442) TBD October 2027
Vershire ER P23-1(406) J A McDonald Inc. October 2027
Washington ER P23 -1(628) TBD July 2027
Washington ER P23-1(629) TBD October 2027
This list is not all-inclusive and it is possible there may be other VTrans, municipal, or private
construction projects within the area of this project during its construction.
The Contractor shall coordinate construction schedules and traffic control with the work required
for these projects.
There will be no extra compensation paid to the Contractor for any inconvenience caused by
working around these or other projects.
17. NOTICE TO BIDDERS – SPECIAL CONSTRUCTION REQUIREMENTS.
(a) During construction it will be necessary for the Contractor to maintain one-lane traffic for
extended periods of time. In no case shall the width for this one-lane traffic, including
shoulders, be reduced to less than 12 feet. This width shall remain free of obstructions and
obstacles at all times.
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 8
(b) The Contractor shall position Portable Changeable Message Signs at locations determined
by the Engineer properly warning motorists of the roadway conditions ahead. As directed
by the Engineer, these locations may change during construction as needs arise based on
daily work activities. The message to be displayed shall be submitted to the Engineer in
advance for approval. The displayed message should accurately reflect what motorists can
expect to encounter through the project area. The cost of providing the Portable Changeable
Message Signs will be paid for under Contract item 641.1500. The Contractor shall also
install and maintain appropriate construction signing warning the traveling public of the
expected roadway surface conditions.
(c) Prior to final acceptance of the project, all drop inlets, bridge downspouts, and bridge joints
within the project limits shall be cleaned and all material within the drop inlets and bridge
joints shall be removed. All paved areas adjacent to curbs shall be swept and cleaned of all
extraneous material. Costs for this work will not be paid for directly but will be considered
incidental to all Contract items.
(d) There are special events throughout the year that may require close communication and
coordination between the Contractor and the municipality to reduce conflicts. The
municipality will advise the Engineer and Contractor of the specifics of each event and the
Engineer will direct the Contractor as to what actions, if any, will be necessary on the
Contractor’s part to minimize impacts to the event. Special events that may conflict with
Contractor operations are not limited to those which may be listed in this Notice to Bidders.
There will be no extra compensation paid to the Contractor for any inconvenience caused
by working around any listed or unlisted special events.
For more information about area special events, contact the following:
Chelsea: Jennifer Chase
Town Clerk
Town of Chelsea
town.clerk@chelseavt.us
802-685-4460
TABLE 1 – SCHEDULE OF KNOWN EVENTS
Event Date
Chelsea Flea Market 2nd Saturday in July
Chelsea ER P23-1(440) Advertised August 26th, 2026
Special Provisions Part I – Notices to Bidders Page 9
18. NOTICE TO BIDDERS – SUBSECTION 101.02. Subsection 101.02 is hereby modified by
revising the definition of “Contract” to add the phrase “General Special Provisions” immediately
following the phrase “Standard Specifications”.
19. NOTICE TO BIDDERS – SUBSECTION 726.08. Subsection 726.08(a) is hereby modified by
being deleted in its entirety and replaced with the following:
(a) Waterproofing Membrane System, Type I. Type I waterproofing membrane system shall
be a Type I cold applied elastomeric system in accordance with ASTM D6153, except as
modified below.
(1) Permeability. The system shall have a maximum water vapor permeance of 1.0
perm, as determined in accordance with ASTM E96.
20. NOTICE TO BIDDERS – SUBSECTION 728.02. When material is supplied in accordance with
Subsection 728.02(b) or Subsection 728.02(e), material in accordance with AASHTO M 180-18
or AASHTO M 180-23 may be substituted in place of material meeting AASHTO M 180-25.
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS
NEW ENGLAND DISTRICT
696 VIRGINIA ROAD
CONCORD MASSACHUSETTS 01742-2751
July 13, 2026
Regulatory Division
File Number: NAE-2026-01028
Ms. Jessie Johnson
VTrans Biologist
Vermont Agency of Transportation
219 North Main Street
Barre, Vermont 05641
Via email: jessie.johnson@vermont.gov
Dear Ms. Johnson:
The U.S. Army Corps of Engineers (USACE) has reviewed your application for the
discharge of fill material in up to 1,281 square feet (0.03 acre) of the First Branch of the
White River in conjunction with the construction of a new 32-foot clear span prestressed
concrete solid bridge, along with related roadway approach work, on VT Route 110 in
Chelsea, Vermont. The work is shown on the enclosed plans, on eleven sheets, titled
“CHELSEA ER-P23-1(440)”, dated “26-DEC-2025” and “12/26/2025”.
Based on the information provided, the Corps has verified that the proposed actions
are authorized under Nationwide Permit (NWP) 14, Linear Transportation Projects,
pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.C. § 1344).
You must ensure the proposed work is performed in accordance with the enclosed
applicable terms and conditions.
You are also required to complete and return the enclosed Compliance Certification
form within 30 days of completing your project. Please email the completed documents
to the representative identified in the last paragraph of this letter.
A change in location or project plans may require re-evaluation of your project.
Proposed changes should be coordinated with this office prior to construction. Failure
to comply with all terms and conditions of these permits (NWP) invalidate this
authorization and could result in a violation of Section 301 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act of 1899. You must also obtain all local, state,
Tribal, and other Federal permits that apply to this project.
The State of Vermont issued a conditioned Water Quality Certification (WQC)
decision for NWP 14 (enclosed). You must comply with the conditions specified in the
WQC decision for this NWP authorization to be valid.
2
The Corps’ verification of this NWP authorization is valid until March 14, 2031,
unless the NWP is modified, reissued, or revoked prior to that date. If the authorized
work for the NWP authorization has not been completed by that date and you have
commenced or are under contract to commence this activity before March 14, 2031, you
will have until March 14, 2032, to complete the activity under the enclosed terms and
conditions of this NWP.
If you have any questions, please contact Mr. Michael S. Adams, Senior Project
Manager at (802) 872-2893, or by email at Michael.s.adams@usace.army.mil.
In order to better serve you, please complete the Customer Service Survey located
at: https://regulatory.ops.usace.army.mil/customer-service-survey/.
Sincerely,
Colin M. Greenan
Chief, New Hampshire and Vermont Section
Enclosures Regulatory Division
cc:
Mr. Jaron Borg, VT DEC, jaron.borg@vermont.gov
EPA, r1_cwa404_reg@epa.gov
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PROPOSED IMPROVEMENT
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QUALITY ASSURANCE PROGRAM : LEVEL
SHEET OF SHEETS1 49
PLANS.
SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE
REVISIONS AND SUCH REVISED SPECIFICATIONS AND
FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT
FEDERAL HIGHWAY ADMINISTRATION ON JUNE 27, 2023
FOR CONSTRUCTION DATED 2024, AS APPROVED BY THE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS
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SCALE 1" = 40'-0"
40 0 40
26-DEC-2025
IMPACT PLANS
JONATHAN GRIFFIN, P.E.
CHELSEA
ER P23-1(440)
R. GAUVIN & R. GILMAN
01/02/2024
NAVD 88
NAD 83 (2011)
2
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VT 110
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BEGIN PROJECT
(MM 6.723)
STA 355+00.00
END PROJECT
(MM 6.672)
STA 352+27.00
BEGIN BRIDGE
(MM 6.682)
STA 352+79.12
END BRIDGE
LENGTH OF STRUCTURE :
LENGTH OF ROADWAY :
LENGTH OF PROJECT :
PROJECT LOCATION :
PROJECT DESCRIPTION :
52.12 FEET.
522.88 FEET.
TOWN OF CHELSEA
COUNTY OF ORANGE
ROUTE NO : ROUTE VT 110, MAJOR COLLECTOR BRIDGE NO : 13
LOCATED ON ROUTE VT 110 APPROXIMATELY 3.5 MILES NORTH OF THE TOWN OF CHELSEA.
REPLACEMENT OF BRIDGE #13 ON VT 110 IN CHELSEA ON A SHIFTED ALIGNMENT WITH ROADWAY APPROACH WORK.
575.00 FEET.
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VT-110 TYPICAL SECTION
SCALE 3/8" = 1'-0"
SEE STANDARD HSD-621.07
STEEL BEAM GUARDRAIL
WITH GUARDRAIL
SURFACE COURSE
6.5" AGGREGATE
GRADED CRUSHED STONE
36" SUBBASE OF DENSE
ROADBED SEPARATOR
GEOTEXTILE FOR
WITHOUT GUARDRAIL
1
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STANDARD HSD-400.01
SAFETY EDGE SEE
16' -0" CLEAR ZONE (FILL)
10' -0" CLEAR ZONE (CUT)
11'-0" LANE (TYP)
3'' - 0" (STA 350+25 TO STA 354+50)
2' - 0" SHLD (TYP)14'-0" TO FACE OF RAIL (TYP)
L
VT 110
C
FINISH GRADE
3'-7"
(TYP)
6' - 2" CLEAR ZONE
CONCRETE PAVEMENT*
8" BITUMINOUS
32'-0"
(TYP)
TOPSOIL
TYPICAL BRIDGE SECTION
SCALE 3/8" = 1'-0"
L
VT 110
C
32'-0"
16'-0" TO FASCIA (TYP)
14'-6" TO FACE OF RAIL (TYP)
CONCRETE PAVEMENT*
3" BITUMINOUS
SPRAY APPLIED
WATERPROOFING MEMBRANE, S-361
SEE STANDARD
3-RAIL BOX BEAM
(7) 3' - 7 1/2"W x 1'-9"D PRESTRESSED CONCRETE SOLID SLAB BEAMS
WIDTH VARIES
LONGITUDINAL JOINT
3'-0" SHLD 11'-0" TRAVEL LANE (TYP)
(TYP)
7" REVEAL (TYP)
-
0
.
030
-
0
.
030
(TYP)
2'-0" CURB14'-0" TO FACE OF CURB (TYP)
FINISH GRADE
SAND BORROW
SUBBASE
- AGGREGATE SURFACE COURSE
- PAVEMENT (TOTAL THICKNESS)
SURFACE
+/- 1"
+/- 1"
"64
59
+/-
"64
57
+/-
MATERIAL TOLERANCES
(IF USED ON PROJECT)
2 - 1 1/2" LIFTS TYPE IVSB (QA TIER III)
BITUMINOUS CONCRETE PAVEMENT (BRIDGE)
2 - 2 1/2" LIFTS TYPE IIS (QA TIER III)
2 - 1 1/2" LIFTS TYPE IVSB (QA TIER III) OVER
BITUMINOUS CONCRETE PAVEMENT (ROADWAY)*
PAVEMENT SPECIFICATIONS
IN TABLE 404.06A OF THE STANDARD SPECIFICATIONS.
EMULSION SHALL BE APPLIED PER THE APPLICATION RATES
DESIGN NUMBER OF GYRATIONS
PERFORMANCE GRADE ASPHALT BINDER
65
58E-28
DESIGN LANE/DESIGN LIFE ESALS 551,880
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796typ.dgn
J. GRIFFIN
A. LEMIEUX
A. LEMIEUX
K. LIHIC
3 49TYPICAL SECTIONS 1
NOT TO SCALE
DETAILING.
THAN 3 FEET IN WIDTH BENEATH A STRUCTURE. SEE CHANNEL SECTIONS FOR ADDITIONAL
RESULTING FROM SURFACE WATER RUNOFF. GRUBBING MATERIAL MAY BE OMITTED IF LESS
ABUTMENT EARTHWORK TYPICAL SECTION
SUPERSTRUCTURE
~ ~
GRADE
FINISH
MATERIAL
SUBBASE
H-PILE
STEEL
FOR STRUCTURES
GRANULAR BACKFILL
LIMITS OF
(TYP)
1'-6"
1'-0" UNDERCUT
3'-0" E-STONE FILL, TYPE III
STRUCTURE EXCAVATION
LIMITS OF
EXCAVATION
CHANNEL
UNCLASSIFIED
LIMITS OF
APPROACH SLAB
~
1
:
1
.
5
1
:
1
OHW
3'-0" E-STONE FILL, TYPE III
LIMITS OF E-STONE FILL, TYPE III (SEE LAYOUT AND XS)
EXISTING GROUND
SL
O
PE
VAR
I
ES
MATERIAL (TYP)
1'-0" GRUBBING
STREAM WIDTH VARIES
NOTES
DETAILING.
THAN 3 FEET IN WIDTH BENEATH A STRUCTURE. SEE CHANNEL SECTIONS FOR ADDITIONAL
RESULTING FROM SURFACE WATER RUNOFF. GRUBBING MATERIAL MAY BE OMITTED IF LESS
MATERIAL SHALL NOT BE PLACED IN AREAS THAT WILL SEE CONCENTRATED FLOWS
TERMINATE 3 FEET HORIZONTALLY FROM THE FRONT FACE OF THE ABUTMENT. THIS
OF ABUTMENT. THIS MATERIAL SHALL START JUST ABOVE THE OHW ELEVATION AND
SUPERSTRUCTURE AND MORE THAN 6 FEET HORIZONTALLY FROM OHW LINE TO FRONT FACE
THAN 6 FEET VERTICALLY FROM ORDINARY HIGH WATER (OHW) TO THE BOTTOM OF
GRUBBING MATERIAL SHALL BE PLACED UNDERNEATH STRUCTURES WHERE THERE IS MORE3.
BEGIN AT BOTTOM OF SUBBASE.
WHENEVER CHANNEL SLOPE INTERSECTS ROADWAY SUBBASE, GRUBBING MATERIAL SHALL2.
TEAR, PUNCTURE, OR REPOSITION THE FABRIC.
STONE FILL SHALL BE PLACED OVER THE GEOTEXTILE BY METHODS THAT DO NOT STRETCH,1.
(TYP)
3'-0"
(TYP)
6'-0"
(TYP)
CHANNEL EXCAVATION
LIMITS OF UNCLASSIFIED
NOT TO SCALE
CHANNEL TYPICAL SECTION
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796typ.dgn
J. GRIFFIN
A. LEMIEUX
A. LEMIEUX
K. LIHIC
4 49TYPICAL SECTIONS 2
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796legend.dgn
J. GRIFFIN
R. PELLETT
R. PELLETT
A. LEMEIUX
5 49CONVENTIONAL SYMBOLOGY LEGEND
DITCH
FOUNDATION
GARDEN
HEDGE
WITH PROPOSED ANNOTATION.
FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION
FOR EXISTING FEATURES, ALSO USED FOR PROPOSED
THESE ARE COMMON VAOT SURVEY POINT SYMBOLS
BODY OF WATER EDGE
WOOD LINE
STONE WALL
ROAD EDGE PAVEMENT
ROAD EDGE GRAVEL
DRIVEWAY EDGE
RAILROAD TRACKS
LEDGE EXPOSED
BRUSH LINE
WALL
SLOPE RIGHTS
SURVEY LINE
6F PROPERTY BOUNDARY
4F PROPERTY BOUNDARY
PROPERTY LINE (P/L)
TOWN BOUNDARY LINE
COUNTY BOUNDARY LINE
STATE BOUNDARY LINE
FENCE STEEL POST
FENCE (EXISTING)
FENCE WOOD POST
CULVERT (EXISTING)
ELECTRIC+CABLE
CABLE (TV)
ELECTRIC+TELEPHONE
UTILITY POLE GUY WIRE
ELECTRIC+TELEPHONE
PLAN LAYOUT MATCHLINE
CLEAR ZONE
TELEPHONE
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE
.
SR SR SR
SILT FENCE
SILT FENCE WOVEN WIRE
EPSC MEASURES
WETLAND BOUNDARY
RIPARIAN BUFFER ZONE
SOIL TYPE BOUNDARY
HISTORIC STRUCTURE
HISTORIC DISTRICT BOUNDARY
HISTORIC AREA
AGRICULTURAL LAND
HAZARDOUS WASTE AREA
ENVIRONMENTAL RESOURCES
FISH & WILDLIFE HABITAT
FLOOD PLAIN
STORM WATER
USDA FOREST SERVICE LANDS
WILDLIFE HABITAT SUIT/CONN
CHECK DAM
ARCHEOLOGICAL BOUNDARY
ARCHEOLOGICAL & HISTORIC
UTILITY SYMBOLOGY
UNDERGROUND UTILITIES
ABOVE GROUND UTILITIES (AERIAL)
PROJECT DESIGN & LAYOUT SYMBOLOGY
CODE DESCRIPTIONPOINT
COMMON TOPOGRAPHIC POINT SYMBOLS
DESCRIPTION
PROPOSED GEOMETRY CODES
CODE
BARRIER FENCE
EPSC LAYOUT PLAN SYMBOLOGY
PROJECT CONSTRUCTION SYMBOLOGY
EROSION MATTING
PROJECT CONSTRUCTION FEATURES
STONE FILL
TOE OF FILL SLOPE
TOP OF CUT SLOPE
CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
EXISTING FEATURES
CONVENTIONAL BOUNDARY SYMBOLOGY
STRIPING LINE REMOVAL
REQUIRING RE-VEGETATION
DISTURBED AREAS
THREATENED & ENDANGERED SPECIES
SHEET PILES
HAZARDOUS WASTE
WSO
WELL
VCTRL
TSIGN
TIE
TEL
STUMP
SIGN
SHRUB
SAT
S
RRSL
RRSIG
POST
PMK
PM
MM
MH
MB
LI
IPIPE
IP
HYD
HVCTRL
HCTRL
H
GV
GUYW
GUY
GSO
GP
GASFIL
FPOLE
EL
DITHR
COMB
CB
BND
BM
APL
PERMANENT EASEMENT LINE (P)
TEMPORARY EASEMENT LINE (T)
BOUNDARY LINES
DESCRIPTIONCODE
IRON PIN TO BE SET
BNDNS
IPNS
CALC
POINT
STATE ROW
TOWN ROW
STATE ROW (LIMITED ACCESS)
PROJECT DEMARCATION FENCE
TREE PROTECTION ZONE (TPZ)
PROPOSED STATE R.O.W.
PROPOSED STATE R.O.W. (LIMITED ACCESS)
BOUND TO BE SETBNDNS
IPNF
BOUND SET
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
USED TO CLARIFY AS NEEDED.
VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE
SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY
AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND
LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,
USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER
STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS
THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER
SYMBOLOGY LEGEND NOTE
GENERAL INFORMATION
ROAD GUARDRAIL
PROW PROPOSED ROW POINT
LENGTH LENGTH CARRIED ON NEXT SHEET
EXISTING ROW POINT
UTILITY (GENERIC-UNKNOWN)
UTILITY (GENERIC-UNKNOWN)
C
L L
PP
CZ
T&E
AG
HABITAT
FLOOD PLAIN
OHW
HISTORIC
HISTORIC DIST
ARCH
WATER SHUT OFF
WELL
CONTROL VERTICAL
SIGN W/DOUBLE POST
TIE
TELEPHONE POLE
STUMP
SIGN
SHRUB
SATELLITE DISH
TREE SOFTWOOD
RAILROAD SWITCH LEVER
RAILROAD SIGNAL
POST STONE/WOOD
PROJECT MARKER
PARKING METER
MILE MARKER
MANHOLE (MH)
MAILBOX
LIGHT - STREET OR YARD
IRON PIPE
IRON PIN
HYDRANT
CONTROL HORIZ. & VERTICAL
CONTROL HORIZONTAL
TREE HARDWOOD
GATE VALVE
GUY WIRE
GUY POLE
GAS SHUT OFF
GUIDE POST
GAS FILLER
FLAGPOLE
ELECTRIC POWER POLE
DROP INLET THROATED DNC
COMBINATION POLE
CATCH BASIN
BOUND
BENCHMARK
BOUND APPARENT LOCATION
SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
IRON PIN FOUND
I.&
CHORD BEARING
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADIUS OF
CURVE DEGREE OF (100FT)
BACK STATION SUFFIX
AHEAD STATION SUFFIX
STATION PREFIX
POINT OF ENDING
POINT OF BEGINNING
POINT OF REVERSE CURVE
POINT OF COMPOUND CURVE
POINT OF TANGENCY
CENTER OF CURVE
POINT OF INTERSECTION
POINT OF CURVATURE
CB
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
ELECTRIC+CABLE+TELEPHONE
ELECTRIC+CABLE+TELEPHONE
(T)
(P)
UE
SR
R.T.
R&REP
R&RES
PDF
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
BF
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
RIGHT, TITLE, AND INTEREST
REMOVE & REPLACE
REMOVE & RESET
PROJECT DEMARCATION FENCE
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
BARRIER FENCE
SEDIMENT ISOLATION
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
M
A
T
C
H
L
I
N
E
S
T
A
351
+
25
.
00
N
V
T
S
T
A
TE
P
L
AN
E
G
R
I
D
F
a
l
s
e
N
o
r
t
h
i
ng
:
0
.
0
0
00
F
a
l
s
e
E
a
s
t
i
ng
:
1
64
0
416
.
6
66
7
O
r
i
g
i
n
L
a
ti
t
ud
e
:
4
2
°
30
'
00
.
0000
"
N
C
e
n
t
r
a
l
M
e
r
i
d
i
a
n
:
72
°
30
'
0
0
.
00
0
0
"
W
U
S S
u
r
v
e
y
F
oo
t
T
r
a
n
s
v
e
r
s
e
M
e
r
c
a
t
o
r
N
A
D
8
3
V
e
r
m
o
n
t
S
t
a
t
e
P
l
a
n
e
s
V
T
83
SCALE 1" = 20'-0"
20 0 20
PROJECT NAME: CHELSEA
M
A
T
C
H
L
I
N
E
S
T
A
351
+
25
.
00
N
V
T
S
T
A
TE
P
L
AN
E
G
R
I
D
F
a
l
s
e
N
o
r
t
h
i
ng
:
0
.
0
0
00
F
a
l
s
e
E
a
s
t
i
ng
:
1
64
0
416
.
6
66
7
O
r
i
g
i
n
L
a
ti
t
ud
e
:
4
2
°
30
'
00
.
0000
"
N
C
e
n
t
r
a
l
M
e
r
i
d
i
a
n
:
72
°
30
'
0
0
.
00
0
0
"
W
U
S S
u
r
v
e
y
F
oo
t
T
r
a
n
s
v
e
r
s
e
M
e
r
c
a
t
o
r
N
A
D
8
3
V
e
r
m
o
n
t
S
t
a
t
e
P
l
a
n
e
s
V
T
83
SCALE 1" = 20'-0"
20 0 20
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796bdr_utl.dgn
J. GRIFFIN
A. LEMEIUX
A. LEMEIUX
------
19 49UTILITY LAYOUT 2
F
I
RST BRANCH O
F
W
H
I
TE R
I
VERFL
O
W
T
O
W
A
S
H
I
NG
T
ON
V
T
R
OU
TE
110
434
TEL
433
TEL
L2
172
COMB
WIRE
GUY WIRE
GUY
ELEC
WIRE
GUY
.
.
352+00 353+00
354
+
00
355
+
00
356
+
00 357
+
00
21' - 0" RTSTA 351+61.6
NEW PERMANENT POLE*
33' - 0" RT
STA 354+71.9
NEW PERMANENT POLE
15'-0" ANCHOR
NEW PERMANENT
REMOVE AND RESET ANCHOR
*NOTE: AT THIS POLE LOCATION, PROPOSED FINISH GRADE IS APPROXIMATELY FOUR FEET HIGHER THAN EXISTING GROUND
R 2' R 2'
351
+
00 352+00 353+00
354
+
00
N11°58'00.12"E
0
+
00 1
+
00
SCALE 1" = 10'-0"
10 0 10
N
V
T
S
T
A
TE
P
L
AN
E
G
R
I
D
F
a
l
s
e
N
o
r
t
h
i
n
g
:
0
.
0
0
00
F
a
l
s
e
E
a
s
t
i
n
g
:
1
6
4
0
4
1
6
.
6
6
6
7
O
r
i
g
i
n
L
a
t
i
t
ud
e
:
4
2
°
3
0
'
0
0
.
0
000
"
N
C
e
n
t
r
a
l
M
e
r
i
d
i
a
n
:
7
2
°
3
0
'
00
.
0
0
0
0
"
W
U
S
S
u
r
v
e
y
F
oo
t
T
r
a
n
s
v
e
r
s
e
M
e
r
c
a
t
o
r
NA
D
83
V
e
r
m
on
t
S
t
a
t
e
P
l
a
n
e
s
V
T
8
3
EL. 986.23
STA 352+27.00
BEGIN BRIDGE
EL. 987.27
STA 352+79.12
END BRIDGE
E-STONE FILL, TYPE III (TYP)
WW1
WW2
WW4
WW3
60° (TYP)
" (WW2 & WW3)*16
13
0' - 7
" (WW1 & WW4)*16
9
-101' " (TYP)- 03'
EL. 986.25
STA 352+28.06
C BEARING ABT. 1L
EL. 987.25
STA 352+78.06
C BEARING ABT. 2L
F
I
R
S
T
BR
AN
C
H O
F
W
H
I
TE
R
I
V
E
R
1:2
0.06
1:2
1:2.5
350+92
.
98
P
I
351+73.45PT
353+14.61PC
= 60° 0' 0"Δ
= CHANNEL STA 0+56.79
VT RTE 110 STA 352+53.06
*NOTE: CL FIRST POST ON BRIDGE TO BEGIN/END BRIDGE, AT FACE OF CURB
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796_PLB.dgn
J. GRIFFIN
K. LIHIC
K. LIHIC
A. LEMEIUX
25 49BRIDGE PLAN
973.06'FG=
0+00
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
4
.
2
-
1
:
4
.
3
OHW
OHW
973.39'FG=
0+10
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
9
-
0
.
030
+
0
.
014
-
1
:
4
.
3
-
1
:
4
.
3
OHW
OHW
973.69'FG=
0+20
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
6
-
0
.
032
-
0
.
032
+
0
.
013
OHW
OHW
973.72'FG=
0+30
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
6
-
0
.
032
-
0
.
032
1
:
1
.
6
OHW
OHW
973.82'FG=
0+40
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
7
-
0
.
032
-
0
.
032
1
:
1
.
5
OHW
OHW
973.86'FG=
0+50
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
8
-
0
.
047
-
0
.
032
1
:
1
.
5
-
1
:
4
.
5
OHW
OHW
26-DEC-2025
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
ER P23-1(440)
CHELSEA
s23b796xs_main.dgn
J. GRIFFIN
K. LIHIC
K. LIHIC
A. LEMEIUX
37 49CHANNEL CROSS SECTIONS 1
1
0+60.00
CHANNEL_XS - 0+60.00
1"=10'
973.74'FG=
0+60
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
8
-
0
.
047
1
:
1
.
5
0
.
032
-
0
.
013
OHW
OHW
973.63'FG=
0+70
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
8
1
:
1
.
5
0
.
032
-
0
.
012
OHW
OHW
973.97'FG=
0+80
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
970 970
980 980
990 990
1000 1000
-
1
:
1
.
6
1
:
1
.
5
0
.
034 0
.
039
OHW
OHW
973.82'FG=
0+90
-70 -60 -50 -4
- Enriched
- Yes
- Pdf Pages
- 180
- Vtrans Id
- C03287
- Cat Review
- At
- Sep 22, 2026
- Method
- openrouter
- Taxonomy
- construction
- Categorized By
- llm
- Questions Due Raw
- 9/30/2026
