HomeMy WebLinkAboutMP-24-03 - Supplemental - 0850 Hinesburg Road (16) CIVIL ENGINEERING ASSOCIATES, INC.
10 Mansfield View Lane Phone: 802-864-2323
South Burlington, VT 05403 Fax: 802-864-2271
E-Mail: dmarshall@cea-vt.com
May 8, 2024
Ms. Marla Keene, PE
Development Review Planner
City of South Burlington Planning & Zoning
180 Market Street
South Burlington, VT, 05403
Re: WGM Associates
Proposed 7-Lot Subdivision
Preliminary Plan Application (PUD) and Master Plan Application
896-950 Hinesburg Road
Dear Ms. Keene:
Thank you for taking the time to review the status of the application package related the
next stage of Development Review Board review of the proposed 7-Lot subdivision. We
have attempted to summarize the features of this property and the components of the
Preliminary Plan and Master Plan applications.
Application Goals and Components:
1. To create individual lots for each of the thee (3) primary residential structures on
the 10.05-acre property.
a. The Lot configurations have been made less irregular in comparison to the
Sketch Plan review but still has exhibits some bump-outs to reflect the existing
conditions while providing equal acreage to the three family members.
2. To create a 1.0-acre common civic space (Community Garden along the most
easterly portions of the property.
3. To further subdivide (the most northerly) Lot 1 to create three additional
residential lots.
a. One of the three new residential lots (Lot 1B) will be co-located with the
existing commercial use.
i. This differs slightly from the Sketch Plan review which had collocated the
existing House (now shown on Lot 1A) with the commercial use.
Ms. Marla Keene, P.E.
Page 2 of 4
May 8, 2024
b. One of the three lots (Lot 1D) is being depicted with an Accessory Dwelling
Unit.
4. The proposed road will be private with the typology chosen to be the
“Neighborhood Street – Narrow”, to reflect the proposed reduction in impervious
area and limited traffic on this roadway.
a. Consistent with the Sketch Plan guidance the applicant is seeking
permission to construct the road in two-phases with the second phase
extending the road to the southerly property line.
5. The applicant is seeking a determination of Alternate Compliance for the
proposed typical section of this street which diverges from the standard typical
street section found in the newly published Department of Public Works
Standards and Specifications.
a. This is concurrently being forwarded to the City Department of Public Works
to address the durability and suitability of the proposed revisions.
b. Alternate approaches include:
i. Substitution of a crushed stone surface in lieu of a bituminous concrete
wearing surface.
ii. Substitution of a swale in lieu of curbing and enclosed drainage system.
iii. Consolidation of the sidewalk and roadway into one surface as part of a
shared use design for low volume roadways.
c. The proposed use of the Alternate Compliance route is one of the reasons
that a PUD approval is sought for this project.
6. The property lies in the Industrial-Open Space District but with the State’s
adoption of Act 47 in which residential density is increased to 5 units per acre,
the standards of the I-O District are not fitting.
a. The applicant proposes the adoption of generally the R4 Zoning district
standards for this PUD.
7. The recent amendments to the LDRs and recently published Public Works
Standards and Specifications omit the requirement to place street trees. In good
faith the applicant is proposing the inclusion of street trees with this application.
a. The applicant has also developed a tree retention plan in support of
maintaining the existing screening between Hinesburg Road and the existing
commercial use on the property.
Ms. Marla Keene, P.E.
Page 3 of 4
May 8, 2024
8. The Master Plan shows three phases of development with:
a. Phase I with 3 additional Single-Family Home units and one ADU (the current
Preliminary Plan application)
b. Phase II with 3 additional Single-Family home units
c. Phase III with 2 additional Single-Family Home units.
i. The buildable area calculation indicates a maximum density of 41 units.
ii. 11 Units are proposed.
9. Inclusionary Housing requirements outlined Article 18 are not triggered.
10. The property is located in a portion of the City where there are no overlay or
natural resource issues other than the wetland buffer that occupies the far east
side of the property in the north and south corners.
a. The approval calls for the elimination of the most southerly curb cut and the
paving of the apron at the commercial access.
12. The project is intended to be a balanced site except for the import of granular
materials for the construction of the roadway, driveways, walkways and
foundation. The estimated quantity is 420 cubic yards.
13. Water and sewer allocations have been obtained for the Phase I portion of the
project.
We have provided a summary of the submittal requirement required for both a
Preliminary and Master Plan application as outlined in Appendix E of the LDR’s to assist
in the review of the features required to be depicted.
This cover letter provides a brief summary of the documents that have been developed
in support of the demonstration of compliance including:
Article 15A(11) Compliance Narrative
Article 15B Master Plan Compliance Narrative
Master Plan Narrative
Article 15C PUD Compliance Narrative
Article 16 – EPSC Standards
Waiver Request Document
Trip Generation Summaries
Lot Coverage Summary
City Plan Mapping with the Property location shown
11. A permit from the Vermont Agency of Transportation has been acquired which
reflects the proposed project outlined in Preliminary Plan application.
Ms. Marla Keene, P.E.
Page 4 of 4
May 8, 2024
Zoning Mapping with the Property location shown
City Official Map with the Property location shown
This completes our general summary of the proposed project. If you should have
any questions, please feel free to contact me at 864-2323 x310.
Respectfully,
David S. Marshall, P.E.
Project Engineer
Attachments:
Preliminary and Master Plan Application Package
Preliminary Plan Application and Application Fee of $863 ($500 Base Fee +$13 + 7 Lots x $50/Lot)
Master Plan Application and Application Fee of $563 ($550 Base Fee +$13)
Adjoiner List
Appendix E Submittal Requirements Summary
Compliance Summaries for Articles 15A, 15B and 15C
Master Plan Narrative
Waiver Request Document
Trip Generation Summaries
Lot Coverage Summary
City Plan Mapping with the Property location shown
Zoning Mapping with the Property location shown
City Official Map with the Property location shown
Building Likeness Plans and Narrative
VTrans Section 1111 Permit
Stormwater Design
Plans and Mapping
P1 – Plat Plan Dated 02-27-2023 – No Revisions
C1.0 - Existing Conditions Plan Dated 03-01--2024 – No Revisions
C1.1 - Existing Conditions Plan Dated 03-01--2024 – No Revisions
C2.0 - Proposed Conditions Plan Dated 03-01--2024 – No Revisions
L1.0 – Landscaping Plan Dated 03-01--2024 – No Revisions
L1.1 – Landscaping Retention Plan Dated 03-01--2024 – No Revisions
MP1 – Master Plan - Phasing Dated 03-01--2024 – No Revisions
MP1.1 Master Plan - Area Plan Dated 03-01--2024 – No Revisions
C2.1 - Proposed Grading Plan Dated 03-01--2024 – No Revisions
C2.2 - Proposed Utility Plan Dated 03-01--2024 – No Revisions
C3.0 - EPSC Site Plan Dated 03-01--2024 – No Revisions
C3.1 – EPSC Notes and Details Dated 03-01--2024 – No Revisions
C3.2 – EPSC Details Dated 03-01--2024 – No Revisions
C4.0 – Road Profile and Details Dated 03-01--2024 – No Revisions
C4.1 – Sewer Details Dated 03-01--2024 – No Revisions
C4.2 – Water Details Dated 03-01--2024 – No Revisions
C4.3 – Storm Details Dated 03-01--2024 – No Revisions
C4.3 – Gravel Wetland Details Dated 03-01--2024 – No Revisions
SW1 – Stormwater Site Plan Dated 03-01--2024 – No Revisions
C5.0 – 5.5 Specifications Dated 03-01--2024 – No Revisions
cc: CEA File 24110.00
P:\AutoCADD Projects\2024\24110-WGM Associates\3-Permitting\1-Local Applications\2-Preliminary\Keene - Prel & Masterl Cover Letter.rtf
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
Permit Number MP-______-__________
(office use only) APPLICATION FOR MASTER PLAN REVIEW
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being deemed
incomplete, and a delay in scheduling for the Development Review Board.
1) OWNER OF RECORD (Name as shown on deed, mailing address, and phone)
2) LOCATION OF LAST RECORDED DEED (Book and page #)
3) APPLICANT (Name, mailing address, phone, and e-mail)
4) APPLICANT’S LEGAL INTEREST IN PROPERTY (i.e. fee simple, option, etc.)
5) CONTACT PERSON (Name, mailing address, phone, and e-mail
5a) CONTACT EMAIL ADDRESS:
6) PROJECT STREET ADDRESS:
7) TAX PARCEL ID # (may be obtained online or at the Assessor’s Office):
8) PROJECT DESCRIPTION:
a) General project description (explain what you want approval for):
b) Existing uses on property (please describe sizes of each separate use, if applicable)
2 Master Plan Application Form. Rev. 01-2020
c) Proposed uses on property (please describe the size or number of units and nature of proposed uses)
d) Maximum total number of residential units and/or square footage of uses to be developed, including any
existing units and/or uses to remain:
e) Maximum proposed building height (if applicable)
f) Proposed phasing (please describe the number of total phases and, if applicable at this time, the number of
units or square feet of uses to be proposed in the first phase):
9) MASTER PLAN UMBRELLA CRITERIA
a) Total acreage of involved property(ies)
b) Total acreage of first phase for development (if known at this time)
c) Total number of residential units and/or sq ft of all uses requested
d) Existing impervious coverage, entire site (sq ft and %):
e) Maximum proposed impervious coverage, entire site (sq ft and %):
f) Maximum existing building coverage, entire site (sq ft and %) :
g) Maximum proposed building coverage, entire site (sq ft and %):
h) Estimated number of existing PM peak hour vehicle trip ends:
i) Maximum proposed number of PM peak house vehicle trip ends:
j) Existing or proposed encumbrances on property (easements, covenants, leases, rights of way, etc.)
3 Master Plan Application Form. Rev. 01-2020
k) Proposed extension, relocation or modification of municipal facilities (sanitary, sewer, water supply, streets,
stormwater, etc.) – please describe briefly
10) ESTIMATED FINAL PROJECT COMPLETION YEAR
11) PLANS AND FEE
Plans shall be submitted which show the information required by the City’s Land Development Regulations. One
digital (PDF format) copy of all application materials listed in LDR Appendix E, with plans provided as individual
sheets and named to include sheet number and latest revision date, must be submitted. An application fee shall
be paid to the City at the time of submitting the application in accordance with the City’s fee schedule.
NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in
accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development
Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative
Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of
service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing.
I hereby certify that all the information request as part of this application has been submitted and is accurate to
the best of my knowledge.
_________________________________ ______________________________
Signature of Applicant Signature of Property Owner
____________________________________________________________________________________
Please do not write below this line
DATE OF SUBMISSION _________________________________
I have reviewed this application and find it to be:
COMPLETE INCOMPLETE
______________________________________________ _________________
Administrative Officer Date
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this
project. Call (802) 879-5676 to speak with the regional Permit Specialist.
WGM Associates
Adjoiner List
900 Hinesburg Rd – Parcel ID: 0860-00896
February 2024
1/2
Parcel ID #
0860-00800
Owner of Record
Waterloo Real Estate Group, LLC
Property Location:
800 Hinesburg Rd.
2096 Callaway Dr.
The Villages, FL 32162
Parcel ID #
0860-01000
Owner of Record
Landrum
Property Location:
87 Meadowland Dr.
PO Box 130
Burlington, VT 05407
Parcel ID #
0860-01020
Owner of Record
Burlington Properties, Ltd.
Property Location:
85 Meadowland Dr.
85 Meadowland Dr.
So Burlington, VT 05403
Parcel ID #
0860-00835
Owner of Record
835 Hinesburg Rd., LLC
Property Location:
835 Hinesburg Rd.
2 Church St.
Burlington, VT 05401
Parcel ID #
0860-01037
Owner of Record
Calek Properties, LLC
Property Location:
1037 Hinesburg Rd.
1 Naylor Rd
Essex Jct., VT 05452
Parcel ID #
0860-01045
Owner of Record
4 On the Floor, LLC
Property Location:
1045 Hinesburg Rd.
1045 Hinesburg Rd
So Burlington, VT 05403
WGM Associates
Adjoiner List
900 Hinesburg Rd – Parcel ID: 0860-00896
February 2024
2/2
Parcel ID #
0860-01061
Owner of Record
Allen Brook Development, Inc.
Property Location:
1061 Hinesburg Rd.
31 Commerce Ave
So Burlington, VT 05403
Page 1 of 11
WGM Associates
15.B MASTER PLAN REVIEW
15.B.01 Purpose
15.B.02 Applicability
15.B.03 Master Plan Review Process
15.B.04 Master Plan Components
15.B.05 Review Standards
15.B.06 Master Plan Approval, Effect, Duration, Amendment
15.B.01 Purpose
For purposes of these Regulations a master development plan, or “Master Plan,” is a plan for the
integrated, long-term development of a tract or parcel of land which prescribes the overall pattern,
type, density, form, and timing of development, consistent with applicable regulations, the City’s
adopted Capital Improvement Program, and Official Map. Master plan review and approval by the
Development Review Board (DRB) is intended to:
• Establish the framework for the orderly, well-planned, and integrated development of large tracts of
land consisting of one or more contiguous parcels, and for phased development projects that occur
over an extended period of time; The Anticipated time period runs from 2025 to 2035.
• Identify and address the cumulative and overall impacts of more complex or phased development on
the planned pattern and density of development in the vicinity, on resources identified for protection
under Article 12, and on existing and planned municipal infrastructure, facilities, and services; The
project will create 9 additional residential units.
• Ensure that the location, timing, and rate of proposed development does not exceed the ability or
capacity of the City to provide municipal infrastructure, facilities, and services in an efficient and cost-
effective manner; Absorption is expected to average one residential unit per year.
• Serve as the basis for development phasing, by specifying the timing and sequence of development
in relation to existing and planned infrastructure capacity, required improvements, and the provision
of open space, including civic spaces and other public amenities; The phasing will primarily dictate the
extent of the supporting road construction
• Define and clarify respective interests, roles, responsibilities, and management structures for project
development under the Master Plan, and for long-term management and maintenance; These will all be
privately owned and maintained facilities managed by the Homeowners Association.
• Provide assurances to the City, affected neighbors, and other interested parties that subsequent
development will be consistent with an approved Master Plan; and
• Provide assurances to the applicant, investors, and developers that, for the duration of the approved
Master Plan, development consistent with the plan may proceed under regulations in effect at the
time of master plan approval.
WGM Associates
Master Plan Compliance Summary
April 25, 2024
15.B.02 Applicability
A. Required Approval
Master plan review and approval by the DRB is required prior to preliminary subdivision review under
Article 15.A, or site plan review under Article 14, as applicable, for:
(1) Any Major Subdivision involving four (4) or more acres, except for any portion of Transect Zone
Subdivision within the City Center Form Based Code District. This property includes 10.05 acres and is
therefore subject to Master Plan review.
(2) Any land subdivision or site development proposed to occur over two (2) or more phases, or three
(3) or more years. This proposed project has three phases that are anticipated to occur over 10 years
and therefore is subject to Master plan Review.
(3) A Planned Unit Development under Article 15.C unless, at applicant request, Master Plan review is
waived by the DRB for a PUD on less than four (4) acres under 15.C.03. Not applicable.
(4) The DRB may also require the submission of a Master Plan for any tract or parcel of land where there
exists clear potential for future growth and development beyond that presented in an application,
as necessary to establish physical and functional connections between areas of proposed and
potential future development. Acknowledged.
B. Elective Review
An applicant may request Master Plan review for any project that involves two (2) or more acres in any
zoning district, except within the City Center FBC District. Not applicable
15.B.03 Master Plan Review Process
The following procedures apply to any subdivision or development project for which master plan review
is requested or required:
A. Pre-Application Sketch Plan Review
An applicant must submit a Sketch Plan for review and follow the procedures and submittal
requirements of Section 15.A.05. If master plan review is requested or required, the applicant must then
file an application for master plan approval within six (6) months of the final DRB sketch plan review
meeting. The Master Plan must generally conform to the layout shown on the Sketch Plan, and
incorporate recommendations made by the DRB. The project did not appear to include a Master Plan
Sketch Plan review in addition to the Subdivision Sketch Plan review. With the modest size of the
initial proposed subdivision which consumed the entire property, it could be surmised that there was
a defacto (informal) Master Plan review completed at that time.
B. Master Plan Application
The applicant must submit a Master Plan that includes the components described under (D) below; and
specific submission requirements as listed in Appendix E, Submission Requirements. The applicant must
WGM Associates
Master Plan Compliance Summary
April 25, 2024
meet with Planning and Zoning Department Staff to review application requirements, relevant codes
and standards, and proposed phasing schedules, prior to submitting a formal application. This review
occurred on April 29th.
C. Combined Review.
Master plan review is required prior to or in association with preliminary subdivision review under
Section 15.A.06, or site plan review under Article 14 if no subdivision of land is proposed. This Master
Plan application is proposed to be undertaken as the same time as the subdivision preliminary plan
submission.
(1) At applicant request, master plan review, as applicable to the entire tract or parcel to be subdivided
or developed, may be combined with preliminary subdivision or site plan review for either the entire
subdivision or development, or for a discrete portion or phase of the proposed development. Yes, the
applicant is seeking combined review with the Phase I subdivision preliminary plan application.
(2) The DRB may simultaneously review the Master Plan with any area proposed for preliminary
subdivision or site plan review, but must issue separate findings of fact, and any conditions of
approval, specific to each type of review. Acknowledged. Findings of fact pertaining to the Master Plan
shall be binding on the City, the DRB, and the applicant for all subsequent preliminary and final
subdivision or site plan applications made pursuant to master plan approval.
(3) Any land proposed for subdivision or development for which master plan review is secured without
preliminary subdivision or site plan review shall require preliminary subdivision or site plan review
and approval prior to final review and approval unless the DRB has waived the preliminary
subdivision stage of review under the approved Master Plan. Acknowledged.
D. Neighborhood Meeting.
The applicant for master plan review must conduct at least one (1) neighborhood meeting in the
neighborhood in which the project is located, the costs of which are to be borne by the applicant. The
purpose of this meeting is to present the pending proposal, provide an opportunity for public questions
and comments, and to allow the applicant to identify and address potential neighborhood concerns in
advance of the formal hearing process. There are seven (7) property owners within 500 feet of the
property boundaries who will be invited to this meeting.
(1) The neighborhood meeting must be held within thirty (30) calendar days of filing a complete
application, and no less than seven (7) calendar days prior to the first public hearing. This meeting is
tentatively scheduled for Wednesday May 15th.
(2) The meeting should be held on a weekday evening or Saturday, in an ADA-accessible building open
to the public in the City of South Burlington. The meeting will be held at the offices of Civil Engineering
Associates located 0.3 miles to the south of the property.
WGM Associates
Master Plan Compliance Summary
April 25, 2024
(3) The meeting should not be held on the same day as a regularly scheduled Development Review
Board or City Council meeting. This is being held on a Wednesday.
(4) A meeting invitation that includes a brief project description, and the date, time, and location of the
neighborhood meeting must be posted on the development site and sent, by regular mail, to all
property owners located within 500 feet of the property line, at least seven (7) calendar days prior
to the meeting date. A digital copy of the meeting notice must also be provided to the Administrative
Officer in advance for posting and forwarding to the City’s notice list. Acknowledged.
(5) The meeting must include an overview of the project by the applicant, an opportunity for all
members of the public in attendance to offer oral input, and acceptance of any written input.
Acknowledged.
(6) Following the meeting, the applicant must submit the meeting attendance list and meeting minutes
to the Administrative Officer for inclusion in the public hearing record. Acknowledged.
E. Public Hearing
Following the submission of a complete application, the Administrative Officer must schedule and the
DRB must hold a warned public hearing on the master plan application, as required under 24 V.S.A. §§
4463 and 4464 and Section 17.08(F) of these Regulations.
15.B.04 Master Plan Components
A. Submission Requirements.
In addition to submission requirements under Appendix E, a Master Plan submitted for review under
this Article must include each of the following listed components and information, to be presented in
narrative, graphic, and tabular form, unless waived by the DRB as not applicable to a particular
subdivision or development.
B. Project Description
A map, narrative, and accompanying table(s) that describe: Sheet MP-1 with the summary table
depicts the graphic features of the Master Plan and a supporting narrative is attached with this
application.
• The overall vision for and scope of the proposed development;
• The land area and properties to be included under each phase of development;
• Current property ownership and contact information;
• Current zoning district designations;
• Proposed Planned Unit Development (PUD) type(s) under Article 15.C, as applicable;
• Project consistency with applicable zoning and subdivision regulations; and
• Any requested modifications or waivers, as allowed under the Regulations.
C. Context Report
A map and accompanying narrative that describe the area proposed for subdivision, development, or
WGM Associates
Master Plan Compliance Summary
April 25, 2024
redevelopment, in relation to the existing and planned pattern and type of development in surrounding
neighborhood, and to existing and planned City facilities, services, and infrastructure in the vicinity of
the project, to include: Sheet MP-1 depicts the graphic features of the Master Plan surrounding area
and a supporting Master Plan Narrative covering the context is attached with this application.
• Existing parcels, and existing and planned streets and blocks, recreation paths, transit routes,
buildings, land uses, parks, civic spaces, and other open spaces and community facilities located within
¼ -mile of project boundaries;
• Proposed street, recreation path, transit, infrastructure, and open space connections between
existing, planned, and proposed development;
• A more detailed Development Context Analysis as required for an Infill or Redevelopment (IRD) PUD
under Article 15.C, as applicable; and
• A description of how concerns raised in the Neighborhood Meeting will be addressed.
D. Existing Conditions Report
A Site Conditions Map for the entire tract and accompanying narrative, that depict and describe existing:
Sheet C1.0 depicts the graphic features of the Master Plan surrounding area and a supporting Master
Plan Narrative covering the existing conditions is attached with this application.
• Topographic conditions, including elevation contours, surface waters, wetlands, and other natural
features;
• Natural Resources under Article 12, or as otherwise regulated by the City;
• Existing streets, blocks, and utility corridors, including existing rights-of-way; and
• Existing land uses and structures, including any historic sites or structures listed or eligible for listing
on the Vermont State Register of Historic Places.
Note! The greater the level of detail provided in the Master Plan, the less need for extensive review
of subsequent phases of development. Conversely, the more general the details provided, the
greater the level of information and review that may be required by the DRB for subsequent phases
of development.
E. Development Plan
One or more maps and an accompanying narrative that depict and describe the overall pattern, type,
and density of development proposed for the entire project, and for each phase of development, to
include: Sheet MP-1 with the summary table depicts the graphic features of the Master Plan and a
supporting Master Plan Narrative is attached with this application.
• Natural resource areas identified for protection, consistent with adopted Environmental Protection
Standards under Article 12;
• Any designated Conservation Area or other open space areas,
• Any land area to be set aside for renewable energy production;
• The proposed street and block grid within and connecting each phase of development, including the
location of major streets by Street Type, and any existing rights-of-way, easements or intersections
identified for relocation;
• Proposed recreation paths, transit routes, infrastructure, and utility corridors between and serving
each phase of development;
WGM Associates
Master Plan Compliance Summary
April 25, 2024
• One or more designated Development Areas, to include land use allocation areas by proposed use
type(s), at minimum to include any designated residential areas, nonresidential areas, mixed use
areas, civic space areas, and the location of principal or shared parking areas serving the development.
• Any proposed transition areas along the project perimeter, in which proposed development will
either be integrated with or buffered from adjoining properties and development;
• Existing buildings to be incorporated in proposed development or redevelopment; and
• Public and private transportation, infrastructure, and utility improvements necessary to
accommodate each phase of development, and the entire project at buildout, to include any land,
facilities, or improvements proposed for public dedication, consistent with the City’s adopted Official
Map.
F. Summary Statistics
The following project statistics or metrics, presented in an easy to reference tabular format, must be
provided for the entire tract or project area, and for each phase of development, unless waived by the
DRB as not relevant or applicable to a particular project: Sheet MP-1 includes the summary statistics
for this project.
• Total tract or parcel area, and the area associated with each phase of development, in acres and
square feet; for protection under Article 12, and by resource type (Hazard, Level I, Level II); and the
area, in acres, of any designated Conservation Area(s) or lots, as shown on the Master Plan;
• Total area, in acres, included in existing and planned street rights-of-way; the number and length in
feet of proposed streets by Street Type, and the number of street intersections, as shown on the
Master Plan.
• Total number of existing and planned blocks; and the block perimeter and average block length for
each block, in feet, as shown on the Master Plan.
• Total Buildable Area, in acres and square feet, as allocated by land use or building type, within each
designated Development Area and block shown on the Master Plan, to exclude existing and planned
street rights-of-way, but to include existing and proposed civic space lots and parking lots.
• Number of proposed dwelling units by housing or building type within each designated Development
Area and block shown on the Master Plan;
• Total gross floor area by use or building type for nonresidential and mixed use development within
each designated Development Area and block shown on the Master Plan; and
• Other statistics or data required by the DRB as necessary to determine conformance with relevant
standards under these Regulations.
G. Buildout Analysis and Budget
Based on the statistics provided under (F) above, the applicant must also provide an analysis for each of
the following based on total forecasted demand at buildout, and as allocated for each phase of
development, for use in determining the project’s total “Buildout Budget”: Sheet MP-1 includes the
build-out budget for this project.
• Minimum and maximum acreage allocations by land use or building type, as percentages of the
Buildable Area within designated Development Areas;
• Gross and net (or effective) development densities by land use or building type;
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Master Plan Compliance Summary
April 25, 2024
• Minimum number or percentage of affordable housing units required within residential and mixed-
use development areas, as applicable pursuant to Article 18;
• Minimum percentage, and area in square feet, of required civic space(s) within designated
Development Areas;
• Maximum peak hour trip generation rates, by use type;
• Maximum water supply and wastewater system demand, by use type;
• Maximum total impervious surface (percentage, total square footage), and volume of stormwater
runoff per designated Development Area; and
• Other measures or parameters required by the DRB as necessary to identify and limit the forecasted
impacts of development on municipal facilities, infrastructure and services, and properties and uses
within the vicinity of the project.
H. Design Standards
The application must include proposed standards, specifications, illustrations, best management
practices, or other forms of guidance for the following, consistent with City regulations in effect at the
time of Master Plan approval, as applicable to all subsequent development under the Master Plan:
• Protections for natural resources defined and regulated under Article 12, consistent with the
standards and accepted mitigation measures of Article 12. The only natural resources on the
property are the 100-foot wetland buffers that extend into the site from the adjacent property to
the east. This buffer will be protected with a split rail fence within the proposed residential lots.
• The mix or allocation of land uses, as specified for each phase of development; As outlined in the
narrative, the project will include a mix of single family homes, a minimum of one ADU and one
commercial use co-existing with a residential home/lot.
• Typical street cross-sections by Street Type, as referenced under Article 11.A; This is depicted on
Sheet C4.0.
• Typical Civic Space and other proposed open space types, as referenced under Article 11.B; The
proposed civic space will be a community garden.
• Typical block and building lot dimensions and configurations, consistent with applicable subdivision
and zoning district regulations, or PUD type, and for designated transition areas as necessary to
complement or match the adjoining pattern of development; These dimensions are shown on Sheet
MP-1.
• Typical building types, as applicable and referenced under Article 11.C, including proposed housing
types, and building elevations; Building likeness for the single family homes has been included in the
phase I subdivision application and is included here for general sense of the homes for the
remaining phases of the project.
• Building height and setback standards as applicable by zoning district, PUD or building type; and for
WGM Associates
Master Plan Compliance Summary
April 25, 2024
designated transition areas, as necessary to complement or match the adjoining pattern and form of
development; The project proposes to generally adopt the R4 dimensional and height standards
(see the Article 15.A compliance Review).
• Parking standards and specifications for off-site, on-street, and on-site parking, including any
charging stations needed to serve proposed development, consistent with City parking standards
under Section 13.01, Article 14, and by Street Type; There will not be any on-street parking and that
all of the parking needs will be addressed within each residential parcel.
• Setbacks, buffering, screening, or other mitigation measures necessary to separate incompatible
land uses, particularly within designated transition areas; The north and south sides of the property
are currently outfitted with hedgerow screening. No other buffering is proposed beyond that
required with the proposed setbacks.
• Overall lighting plan, including typical fixtures, consistent with relevant lighting requirements under
Section 13.07 and Appendix D; No street lighting is proposed.
• Landscaping and screening specifications, consistent with relevant landscaping standards under
Section 13.04; A vegetation retention plan (L1.1) has been prepared which depicts the existing plant
materials and those to be retained in support of maintaining the screening of the property.
• Specifications for the siting and design of new buildings, and the retrofit of existing buildings, as
necessary to meet applicable energy standards under Section 3.18, and to incorporate renewable
energy installations; and The energy code requirements have been added to the site plans. The
siting of the proposed buildings is limited to those area located within the setbacks.
• Any additional architectural or design guidance for each type or phase of development, and for
proposed transition areas, that is intended to integrate existing and new forms of development, and
to ensure coordinated and cohesive phased development. No additional guidance is proposed.
I. Phasing Plan.
The application must include a narrative or table and map that clearly identify, describe and depict each
phase of development, including properties included, designated development areas by use type, major
streets, supporting infrastructure and facility improvements, civic spaces, and other public amenities to
be provided prior to or in association with each phase; and a schedule for the timing and sequence of
development over the period covered by the Master Plan, consistent with the City’s adopted Capital
Improvement Program We could not find any conflicts with the proposed improvements outlined in
the CIP and Official Map There are no proposed facilities located near this property..
(1) An applicant for a Conservation PUD (Not applicable)
(2) Each proposed phase of development should account for at least 20 percent of the total project
area
or expected buildout in units/square feet; incorporate one or more distinct areas identified for
WGM Associates
Master Plan Compliance Summary
April 25, 2024
coordinated development and management; and the infrastructure and facilities necessary to
support that phase of development. The first phase (which includes the civic space) includes about 4
acres while each of the remaining phases has about 3 acres each or 30% each of the total.
(a) In the instance of a Conservation Planned Unit Development Not applicable
(3) Any temporary or interim structures or uses (e.g., buildings, parking, construction, or staging areas)
intended for conversion or redevelopment in a subsequent phase should also be identified in the
phasing plan None are proposed.
J. Management Plan
A narrative description of the proposed management structure responsible for project development, to
include all principals or entities with direct control over and responsibility for the financing, permitting,
construction, and completion of development under the Master Plan;
The project is proposed by:
WGM Associates who is the owner of the property.
P O BOX 2352
South Burlington, VT 05403
Managing Partners include:
Keith & Nicole Wright
Nancy McGovern
Sharron Greer
and, following project completion, for long-term ownership, management, operation, and maintenance
of capital and community assets.
The management of the common infrastructure will be outlined in a Homeowners Association
Declaration and Covenants
The management plan must also clearly identify any streets, infrastructure, facilities, civic or other open
spaces proposed for public dedication under each phase of development None are proposed, consistent
with the City’s adopted Official Map and Capital Improvement Plan, for consideration under subsequent
DRB reviews and conditions of approval or under development agreements to be approved by the City
Council.
15.B.05 Review Standards
A. Findings
For Master Plan approval, the DRB must find that:
(1) The Master Plan includes all the components required under 15.B.04 above, in sufficient detail to
provide the framework and standards for future development under the plan, unless specifically
waived by the DRB as not applicable to the proposed subdivision or development; Acknowledged.
(2) The overall type, pattern, and density of development, and allocation of land uses, are consistent
with these Regulations and other City regulations in effect at the time of application, including
WGM Associates
Master Plan Compliance Summary
April 25, 2024
relevant subdivision, zoning district or planned unit development standards; The proposed project and
build-out scenario proposes a balance between the maximum development density and the character
of the surrounding I-O District developed properties.
(3) The proposed Development Plan demonstrates the efficient, coordinated, and integrated
development and use of land which:
(a) Considers existing topography and physical site constraints; The project seeks to balance the
agricultural uses on the east side of the site while creating a gridded street layout which enables
improved solar access per the LDRs guidelines.
(b) Avoids or minimizes and mitigates the impacts of future development on environmental
resources identified for protection, as enumerated in Article 12, and as incorporated into the
overall design; The only resources are located on the east side of the site which is being protected
from residential development by including that in the open/civic space which is to be dedicated
as a community garden area.
(c) Defines an overall pattern of development, including proposed streets and blocks, that is
consistent with the zoning district or proposed type of planned unit development; With the
property being located in the I-O District, the guidance on residential property development is
tepid at best in light of the new statutory requirements regarding residential density. This
master plan seeks to strike a balance between a modest residential density designed to
accommodate the Owner’s modest goals and the reality of being surrounded by I-O District
commercial land uses.
(d) Maintains street, pedestrian, and transit connectivity, and contiguous or accessible open space
with the adjoining neighborhood, and within and between each phase of development; The
Master plan provides guidance on the phased development of the property in a manner which
enables the maximum connectivity possible in the existing development configuration
surrounding the property. The modest proposed density provides opportunities for the
consolidation of vehicular, pedestrian and bicycle circulation in this area.
(e) Avoids, or minimizes and mitigates the adverse impacts of development on adjacent properties
and uses, through the designation of transition areas or buffer areas along the project perimeter;
and The property is currently isolation from the existing commercial uses (and undeveloped I-O
District parcel to the south) through a perimeter hedgerow. Buffering is further promoted in the
easterly direction with the inclusion the civic open space Lot. Density along the south side is
limited to only one new abutting residential lot.
(f) Includes adequate standards specific to each type and phase of development, to include
guidance for the functional and aesthetic integration of development with the surrounding
neighborhood, and provisions for buffering or screening incompatible land uses. The surrounding
neighborhood is comprised of large commercial light industrial buildings and an undeveloped I-O
District zoned property to the south. The proposed layout and modest density seeks to recognize
those characteristics and avoids a high density clustering surrounded by commercial uses.
(4) The Buildout Budget sets reasonable development parameters for the entire project, and as
allocated for each phase of development, for reference in subsequent regulatory reviews, as
WGM Associates
Master Plan Compliance Summary
April 25, 2024
necessary to identify and limit the cumulative and overall impacts of project development on City
infrastructure, facilities and services. The Master Plan proposes the creation of 8 new residential lots
(9 identified units) in addition to the three existing homes. The maximum allowed density is 41 units.
(5) Proposed design standards and related guidance are sufficiently detailed to prescribe and direct
coordinated development, consistent with the Master Plan and regulations in effect at the time of
master plan approval, for the duration of the plan. A modest narrative accompanies the Master Plan
sheet which describes the components of each phase.
(6) The Phasing Plan and Schedule:
(a) are consistent with the City’s adopted Capital Improvement Program; We could not identify any
potential projects that would be conflicted with the proposed build-out of the Master Plan.
(b) ensure that all phases of development will occur in an orderly fashion; The three (3) proposed
phases are modest in nature. and that
(c) infrastructure and facility improvements necessary to support each phase of development will
be provided concurrently with such development, as may be further ensured through
subsequent or separate regulatory review processes and development agreements. The
infrastructure requirements are either readily available or will primarily be accommodated in the
first phase of the project.
(7) The Management Plan:
(a) defines a management structure for the duration of the Master Plan that supports long-term
project viability through project buildout; The WGM Associates is comprised of the family
members who occupy the property and it will be supported with a Homeowners Associates
Declaration and Covenants.
(b) identifies those principals or entities responsible for securing necessary municipal permits and
approvals for development under the Master Plan This information is identified in the Master Plan
Narrative document; and
(c) clearly identifies proposed ownership and responsibilities for the long-term management,
maintenance and operation of capital and community assets, including any proposed dedications
of land, facilities and infrastructure to the City There are no proposed dedications to the City and
the long term management will be addressed through formalized HOA docs proposed to be
submitted with the Final Plan application package.
Page 1 of 5
WGM Associates
Master Plan Narrative
Project Description
• The overall vision for and scope of the proposed development; The overall goal is to construct the
phase I infrastructure which will enable the future connection of the three (3) Phase II homes into that
infrastructure. The building-out of the roadway will be required during this phase which will enable the
future phase III residential units.
• The land area and properties to be included under each phase of development;
1. Phase I will include Lots 1A-1D, the Lot 4 civic space (Community garden) and the northern 30-
foot wide strip of Lot 2 for the road (Maxine’s Way) construction. This totals 4.2 acres.
2. Phase II will include all of Lot 2 which is 3.00 acres (a portion of Lot 2 is double counted with
Phase II).
3. Phase III will include all of the lands of Lot 3 (3.02 acres)
• Current property ownership and contact information;
WGM Associates
Keith & Nicole Wright – Managing Partners
896 Hinesburg Road
P O BOX 2352
South Burlington, VT 05043
802-922-0748 Keith@kwrightinc.com
• Current zoning district designations; Industrial-Open Space District.
• Proposed Planned Unit Development (PUD) type(s) under Article 15.C, as applicable; General PUD
• Project consistency with applicable zoning and subdivision regulations; The applicant has prepared
and attached a conformance Summary for Article 15A.
• Any requested modifications or waivers, as allowed under the Regulations.
Context Report
Narrative that describes the area proposed for subdivision in relation to the existing and planned
pattern and type of development in surrounding neighborhood, and to existing and planned City
facilities, services, and infrastructure in the vicinity of the project, to include:
• Existing Parcels – this 10-acre parcel is surrounded by:
on the north by the 17.32 Ac. manufacturing facility
on the East by the 31.26 Ac. Lane Press Building
on the south by an undeveloped 6.7-acre parcel.
And across VT Route 116 to the west by an undeveloped 113 Ac. parcel
WGM Associates
Master Plan Narrative
April 29, 2024
Page 2 of 5
Located to the SW within ¼ mile of the site is an office building and a Dog Daycare.
Existing and Planned Streets and Blocks – The west side of the parcel fronts VT Route 116. There are no
other existing or planned streets abut just off the SE corner is the shared driveway for Lane Press and
Dynapower.
Recreation Paths – There are no existing recreation paths in the immediate vicinity except at
Meadowland Drive which is 850 feet south of Maxine’s Way and 500 feet south of the south end of the
parcel. The Official Map does not show any facilities in this area. The Comprehensive Plan does show a
recreation path on the west side of the VT Route 116.
Transit Routes – The property is located along the Middlebury Commuter route which has a pick-up
drop-off site on Meadowland Drive for those AM commuter heading south. No northbound service in
the AM. Northbound from Middlebury drops off at Meadowland Drive and continues into Burlington.
Buildings – There are three (3) single family homes located on this parcel and seven (7) accessory
structures.
Land Uses - Properties to the north and east are developed with large manufacturing buildings. Lands to
the south and west are undeveloped. Located to the SW within ¼ mile of the site there are multiple
office buildings, medical practices, Dog Daycare and residential homes located within the Rye Meadows
project.
Parks – The nearest neighborhood park located 2,300 feet from the first new house to the facility within
the Rye Meadows subdivision (This neighborhood when permitted was designed to accommodate users
located within 1,300 feet of the park).
Civic spaces – There are no civic spaces in the vicinity.
Other open spaces and community facilities located within ¼ -mile of project boundaries; There are no
dedicated open spaces within ¼ mile other than the open space near the Neighborhood park associated
with the Rye Meadows project.
• Proposed street, recreation path, transit, infrastructure, and open space connections between
existing, planned, and proposed development; There are no published plans for proposed
development in the area other than this project. The other limited planned infrastructure was
previously identified.
• A more detailed Development Context Analysis as required for an Infill or Redevelopment (IRD) PUD
under Article 15.C, as applicable; Not applicable as this type of PUD is not proposed.
WGM Associates
Master Plan Narrative
April 29, 2024
Page 3 of 5
• A description of how concerns raised in the Neighborhood Meeting will be addressed. There are
seven property owners located within 500 feet of the subject property. The applicant will record and
summarize any concerns and will provide written responses to how they will be addressed. This will be
submitted to the DRB as part of an update to the application package.
Existing Conditions Report.
Narrative that describes the existing:
• Topographic conditions, including elevation contours, surface waters, wetlands, and other natural
features; The 10-acre property slopes from west to east with an average grade of 10%. There are no
surface waters or wetlands on the property. Wetland buffers extend upgradient from the Lane Press
property on the east side of the parcel.
• Natural Resources under Article 12, or as otherwise regulated by the City; There are no natural
resource areas on the property except for the 100’ wetland buffer extending from wetlands located on
the Lane Press property to the east.
• Existing streets, blocks, and utility corridors, including existing rights-of-way; The subject parcel
fronts VT Route 116 (Hinesburg Road) to the west. The shared drive for Lane Press and Dynapower lies
off of the southeast corner of the property. Utility corridors located just off of the property include a
water main and gas main on the south side, a water main on the north side, overhead power along the
west side, sewer main on the east side and an underground power/communications corridor serving
Lane Press and Dynapower located off of the southeast corner of the property.
• Existing land uses and structures, including any historic sites or structures listed or eligible for listing
on the Vermont State Register of Historic Places. The property has three existing single family homes,
all of which are greater than 50 years old. None of them were identified in prior reviews as being
eligible for the Vermont Register. There are no facilities that are listed on the Vermont Register of
Historic Places in the vicinity except for the Tilley House on the north side of I-89.
Development Plan
Narrative that describes the overall pattern, type, and density of development proposed for the entire
project, and for each phase of development, to include:
• Natural resource areas identified for protection – The property does not have any natural resource
area other than the wetland buffer that overlaps the parcel from the abutting property to the east.
• Any designated Conservation Area or other open space areas – The project proposes a 1-acre
civil/open space area on the east side of the parcel which will envelope the majority of the wetland
buffer and the water supply for the community garden.
WGM Associates
Master Plan Narrative
April 29, 2024
Page 4 of 5
• Any land area to be set aside for renewable energy production; The northeast corner of the property
is currently dedicated for PV Panel solar generation.
• The proposed street and block grid – The proposed streets will be “Neighborhood Street – Narrow” in
recognition of the low volume and traffic calming benefits while also reducing the amount of impervious
area that otherwise would need to be mitigated. The proposed street layout runs in both an east-west
orientation at the north end of the property and then in the north-south direction along the east side of
the property in support of the creation of a future block with the property to the south. The are no
proposed relocations of any existing rights-of-way, easements or intersections.
• Proposed recreation paths, transit routes, infrastructure, and utility corridors between and serving
each phase of development; The proposed infrastructure to serve Phase I and Phase II is primarily
located along the proposed road alignment. Future utility extensions to serve the modest Phase III
component will be placed in the Maxine’s Way future Right-of-way or in the case of sewer will cross Lot
4 to gain access to the proposed and existing sewer main that runs along the east side of the property.
• Designated Development Areas and Timing – The proposed project includes three phases of
development:
Phase I – Creates four (4) new residential units on 3 lots with one of the lots including the existing
commercial use. This phase creates the civic spaces located on Lot 4 at the east side of the
property. Timing – The infrastructure will be completed by 2025. Construction of the
homes is anticipated by 2028
Phase II – Utilizes the infrastructure constructed with Phase I to create three (3) new residential lots.
This will likely require the extension of Maxine’s Way to the south property line. Timing-
The three residential homes would be permitted and constructed between 2027 and 2030.
Phase III – Utilizes the extended Maxine’s Way to serve as access for two additional residential lots.
Timing – The two (2) additional lots would be permitted and constructed between 2030
and 2035.
• Any proposed transition areas - No proposed transition areas are planned as the existing hedge rows
provide buffering from the commercial land use to the north and future land use to the south.
• Existing buildings to be incorporated in proposed development or redevelopment; The three (3)
existing residential homes and the 7 accessory buildings will all be retained. The proposed lot lines have
been configured to site those features on their own lots.
• Public and private transportation, infrastructure, and utility improvements necessary to
accommodate each phase of development, and the entire project at buildout, to include any land,
facilities, or improvements proposed for public dedication, consistent with the City’s adopted Official
Map. There are no features located on the official Map in this vicinity. All of the roads and utility
infrastructure are proposed to be privately owned and maintained with no offer of dedication to the
City. In support of allowing the connectivity requirements of the LDRs to be implemented into the
WGM Associates
Master Plan Narrative
April 29, 2024
Page 5 of 5
future completion of the block around this property, a means of enabling third parties to move through
the property will be developed. This may simply take the form of a condition of approval or a third-
party access easement.
Unit Total Unit Total Unit Total
Qty Description LUC AM Peak AM Peak PM Peak PM Peak AADT AADT
11 Single Family Homes 210 0.7 7.7 0.94 10.3 9.43 103.7
1 Accessory Dwelling Unit 215 0.48 0.48 0.57 0.6 7.2 7.2
5 Wright Transpor. Trucks Empirical 0 0 0 0.0 2 10.0
5 Wright Trans. Employees Empirical 0 0 0 0.0 2 10.0
8.2 10.9 130.9
WGM Associates PUD
Trip Generation Summary
1-May-24
Master Plan
Note: Wright Transportation Truck Employees arrive between 6 AM and 7 AM and the Transport trucks leave the site within 15
minutes of each employee arriving. The Transport trucks arrive back at the property betwene 7 and 8 PM and the employees
tyoically leave within 15 minutes.
Unit Total Unit Total Unit Total
Qty Description LUC AM Peak AM Peak PM Peak PM Peak AADT AADT
6 Single Family Homes 210 0.7 4.2 0.94 5.6 9.43 56.6
1 Accessory Dwelling Unit 215 0.48 0.48 0.57 0.6 7.2 7.2
5 Wright Transpor. Trucks Empirical 1 5 1 5.0 2 10.0
5 Wright Trans. Employees Empirical 1 5 1 5.0 2 10.0
14.7 16.2 83.8
WGM Associates PUD
Phase I
Trip Generation Summary
1-May-24
Note: Wright Transportation Truck Employees arrive between 6 AM and 7 AM and the Transport trucks leave the site within 15
minutes of each employee arriving. The Transport trucks arrive back at the property betwene 7 and 8 PM and the employees
tyoically leave within 15 minutes.
Unit Total Unit Total Unit Total
Qty Description LUC AM Peak AM Peak PM Peak PM Peak AADT AADT
4 Single Family Homes 210 0.7 2.8 0.94 3.8 9.43 37.7
0.5 Lot 2 Split between N & S 210 0.7 0.35 0.94 0.5 9.43 4.7
1 Accessory Dwelling Unit 215 0.48 0.48 0.57 0.6 7.2 7.2
5 Wright Transpor. Trucks Empirical 0 0 0 0.0 2 10.0
5 Wright Trans. Employees Empirical 0 0 0 0.0 2 10.0
3.6 4.8 69.6
WGM Associates PUD
Maxine's Way
Trip Generation Summary
1-May-24
Note: Wright Transportation Truck Employees arrive between 6 AM and 7 AM and the Transport trucks leave the site within 15
minutes of each employee arriving. The Transport trucks arrive back at the property betwene 7 and 8 PM and the employees
tyoically leave within 15 minutes.
Unit Total Unit Total Unit Total
Qty Description LUC AM Peak AM Peak PM Peak PM Peak AADT AADT
3 Single Family Homes 210 0.7 2.1 0.94 2.8 9.43 28.3
1 Accessory Dwelling Unit 215 0.48 0.48 0.57 0.6 7.2 7.2
2.6 3.4 35.5
WGM Associates PUD
Maxine's Way East of Wright Transportation
Trip Generation Summary
1-May-24
Note: Wright Transportation Truck Employees arrive between 6 AM and 7 AM and the Transport trucks leave the site within 15
minutes of each employee arriving. The Transport trucks arrive back at the property betwene 7 and 8 PM and the employees
tyoically leave within 15 minutes.
Unit Total Unit Total Unit Total
Qty Description LUC AM Peak AM Peak PM Peak PM Peak AADT AADT
6 Single Family Homes 210 0.7 4.2 0.94 5.6 9.43 56.6
1 Accessory Dwelling Unit 215 0.48 0.48 0.57 0.6 7.2 7.2
4.7 6.2 63.8
WGM Associates PUD
Phase 1&2 - Maxine's Way East of Wright Transportation
Trip Generation Summary
1-May-24
Note: Wright Transportation Truck Employees arrive between 6 AM and 7 AM and the Transport trucks leave the site within 15
minutes of each employee arriving. The Transport trucks arrive back at the property betwene 7 and 8 PM and the employees
tyoically leave within 15 minutes.
§¨¦89
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Jaycee
Park
City
Center
Park
Veterans
Memorial
ParkRed Rocks
Park Farrell Park
Wheeler
Nature Park
Szymanski
Park
Muddy Brook
Wetland
Reserve
Block StandardApplicability
Non-Exempt
#2
#5
#1
#3
#4
#6
#7
#8 #9
Vermont
National
Country Club
UVM East Woods
Natural Area
Muddy
Brook Park
UVM Centennial
Woods
Natural
Area
UVM
Wheelock
Barn
UVM Hort.
Farm
LIME
KILN
RD
SWIFT ST
WHITE
S
T
WILLISTON RD
AIRPO
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T
P
K
W
Y
CENTRAL
AVE
P
A
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C
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RD
SPEAR
ST
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ALL AVEKENNEDYDR
A
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C HEE S E F A C T O R Y R D
OLD
FARM
RD
Legend
Commuter Rail Station
Planned Street Right of Way
Proposed Road
New/Changed Road Network
Common Open Land
Golf Course
Institutional & Agricultural Lands
Proposed Park & Open Space
Existing Park and Open Space
Tax Parcel Boundary-2021
Form Based Code Area (346 acres)
Municipal Boundary
Recreation Paths
Easement
Existing Trail
Existing Recreation Path
Planned Rec Path or Trail
The following notations are hereby incorporated into the Official Map:
1. Blue circle #1 refers to the proposed realignment and reconstructionof Airport Parkway to facilitate circulation between Lime Kiln Road and the
Airport.
2. Blue circle #2 refers to provision of a northbound on-ramp at Exit 13.
3. Blue circle #3 refers to creation of an appropriate internal roadwaynetwork for development of the O’Brien farm property and provision of
between five and ten acres of public parkland within the property or an
immediately adjacent area.
4. Blue circle #4 refers to development of Exit 12B at Hinesburg Road anda dead-end at Old Farm Road.
5. Blue circle #5, along with blue circle #4, refers to the development of
an appropriate roadway network to service Exit 12B and facilitate
connections to Williston Road, Kennedy Drive and Kimball Avenue.
6. Blue circle #6 refers to development of an internal roadway networklinking Queen City Park Road with Fayette Drive through the Martin’sFoods and Southland properties.
7. Blue circle #7 refers to development of an appropriate roadway system
between Hinesburg Road and Dorset Street through the Marceau andChittenden properties.
8. Blue circle #8 refers to acquisition of right-of-way and completion of areconfigured intersection at Spear Street and Swift Street.
9. Blue circle #9 refers to proposed recreation paths within 20’ planned
City rights of way.
0 0.5 10.25
Miles
City of South Burlington
Official Map (Citywide)
Map Prepared by: M.Needle, CCRPC, using ArcGIS Pro
Adopted October 4, 2021
State of Vermont Agency of Transportation
Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section
Barre City Place, 219 North Main Street [phone] 802-636-0037
Barre, VT 05641 [ttd] 800-253-0191 vtrans.vermont.gov April 25, 2024
WGM Associates Nicole Wright via email: Keith@wrightinc.com 850 Hinesburg Road South Burlington, VT 05403 Subject: So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
PERMIT #46439, ACCESS FOR SEVEN-LOT SUBDIVISION
Dear Nicole, Your application for a permit to work within the State Highway right-of-way to close an existing access, pave an existing access 40' wide per standard B-71B, and install a 1.5” water service connection to serve a seven-lot subdivision on 10.05
acres, at the location indicated, has been processed by this office and is enclosed. Future development of these lots beyond what is shown on the plan requires VTrans approval. Pursuant to Title 19 VSA § 1111(b), authorization for this access is strictly contingent upon its compliance with all local ordinances and regulations relating to highways and land use. Furthermore, under Title 19 VSA § 1111(g), the agency or
a municipal designee may suspend this authorization if the access fails to comply with such ordinances and regulations. To enforce a suspension, the agency may also, at its discretion, physically close the access. This permit addresses only access to, work within, and drainage affecting the State highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad crossings. If relevant to the proposed development, such issues must be addressed separately.
Please note the following required actions on your part, as detailed in the attached Special Conditions:
• Before beginning construction, you are required to contact District Transportation Office #5 at (802) 655-1580 for a preconstruction meeting.
• You are required to record the enclosed Notice of Permit Action in the town land records and submit a recorded copy to us by 5/25/2024.
• After construction is complete, you are required to contact District 5 again for an inspection / acceptance. Sincerely, Ed Pierce Permit Coordinator (802) 498-8946 Enclosures cc: District Transportation Office #5 Civil Engineering Associates, Inc.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
(802) 655-1580
DECEMBER 1, 2025
CLOSE AN EXISTING ACCESS AND PAVE AN EXISTING ACCESS 40' WIDE PER
STANDARD B-71B TO SERVE A SEVEN-LOT SUBDIVISION ON 10.05 ACRES
South Burlington
VT 116
2.34 ~ 2.45
123+55 RT ~ 129+36 RT
46439
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
4/25/2024
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
WGM Associates So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
April 25, 2024 Page 1 of 5
SPECIAL CONDITIONS This permit is granted subject to the restrictions and conditions on the back of the permit, with particular
attention given to the Special Conditions listed below. This permit pertains only to the authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes Annotated, Title 19, Section 1111, and does not relieve the Permit Holder from the requirements of otherwise applicable
statutes, rules, regulations or ordinances (e.g., Act 250, zoning, etc.). The Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances, and regulations in any manner affecting the conduct of the work and the action or operation of those engaged in the work, including all
orders or decrees as exist at present and those which may be enacted later by bodies or tribunals having jurisdiction or authority over the work, and the Permit Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and employees against any claim or liability arising from
or based on the violation of any such law, bylaws, ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier. The Permit Holder shall accomplish all work under this permit in accordance with the attached: a. detail D and the profile and notes of standard drawing B-71B.
b. “WGM Associates – 7-Lot Subdivision – Proposed Improvements Plan” and “Proposed Utility Plan” by Civil Engineering Associates, Inc., dated March 2024, last revised 4/24/24. Future development of these lots beyond what is shown on the plans requires VTrans approval. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's
employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Please note that the Vermont Agency of Transportation is not a member of Dig Safe. The Permit Holder shall also contact Dan Ertel, State Signal Supervisor, at (802) 343-2188. Mr. Ertel will need to locate and mark all existing buried utility facilities owned by the Agency near the location of the proposed
work. Roadway shoulder areas must be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. Two-way traffic shall be maintained at all times unless permission is granted from the District Transportation Administrator. Whenever two-way, one-lane controlled traffic is authorized to be maintained by the Applicant’s Contractor, the traveling public shall not be delayed more than 10 minutes. All grading within the State Highway right-of-way associated with the proposed construction shall be
subject to inspection and approval by the District Transportation Administrator or his or her staff. The Permit Holder shall be responsible for ensuring that all grading work in or on the State Highway right-of-way complies with applicable statutes, rules, regulations or ordinances.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
WGM Associates So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
April 25, 2024 Page 2 of 5
In areas to be grass covered, the Permit Holder shall restore turf by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch, all to the satisfaction of the District Transportation Administrator. The Permit Holder shall be responsible for ensuring that all turf
restoration work in or on the State Highway right-of-way is in compliance with applicable statutes, rules, regulations or ordinances.
The placement, size, shape, and color of all pavement markings must be in accordance with the most recent editions of the MUTCD (Manual on Uniform Traffic Control Devices) and Vermont standards. All existing pavement markings that become disturbed or overlaid with pavement shall be replaced by the
Permit Holder with “in kind” (durable or paint) markings to the satisfaction of the District Transportation Administrator. The Permit Holder shall bear all costs associated with this work.
In the event that area lighting proves to be a hazard to the traveling public, the Permit Holder will be ordered to remove or modify it at his or her expense to the satisfaction of the District Transportation Administrator. Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final inspection. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such inspection.
This permit does not become effective until the Permit Holder records, in the office of the appropriate municipal clerk, the attached “Notice of Permit Action”. The Permit Holder, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the access(es) in accordance with the Special Conditions. The Permit Holder shall file a municipal clerk certified copy of the recorded “Notice of Permit Action” within one (1) month of the permit issuance date in the Office of the Development Review and Permitting Services Section. The conditions of this permit and the land uses permitted herein in using the State highway access shall run with the land and are binding upon and enforceable against the Applicant and their successors and assigns.
No change shall be made to the design, operation or use of the approved access(es) without a permit amendment issued by the Agency of Transportation or a jurisdictional opinion from the Development Review and Permitting Services Section that a permit amendment is not required. The access must be constructed in such a manner as to prevent water from flowing onto the State Highway. If the access is not constructed satisfactorily, the District Transportation Administrator can order reconstruction of the access at the Permit Holder’s expense. This access will serve as the only access to this property and to any future subdivisions of this property unless approved otherwise by the Agency. The Permit Holder is required to allow a connection and to
grant an associated right to pass between the access and adjoining properties (in the future) that will result in a combination of accesses to serve more than one property or lot. By issuance of this permit, the Agency revokes all previous permits for access to this property.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
WGM Associates So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
April 25, 2024 Page 3 of 5
In the event traffic from this project increases to the point where traffic signals, additional lanes for turning or any other modifications are necessary, the Permit Holder shall bear the expense of such improvements or facilities. The Agency may require the Permit Holder to update or provide a traffic
study to determine if additional modifications are necessary. The Permit Holder is responsible for access maintenance (beyond the edge of paved shoulder).
“Access maintenance” will include, but not be limited to, the surface of the access, the replacement and maintenance of the culvert, as necessary, the trimming of vegetation, and the removal of snow banks to provide corner sight distance.
In conformance with Vermont Statutes Annotated, Title 19, Section 1111(f), the Agency may eliminate this access in the future where development has burdened the highway system to such an extent that
a frontage road or other access improvements (which may serve more than one property or lot) must be constructed to alleviate this burden. The Permit Holder shall bear the expense of the frontage road or other access improvements. The Agency shall determine the need of a frontage road or other improvements based upon and justified by standard Agency procedures. The Permit Holder shall pave the access as shown on the plan. In the event of the Permit Holder’s failure to complete all the work, approved under this permit, by the “work completion date,” the Agency, in addition to any other enforcement powers that may be provided for by law, may suspend this permit until compliance is obtained. If there is continued use or activity after suspension, the Agency may physically close the driveway or access point if, in the Agency’s opinion, safety of highways users is or may be affected. The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so proper
devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and any additional traffic control deemed necessary by the District Transportation Administrator. The Permit Holder’s failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately.
The Permit Holder will perform construction in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency standards, as well as trained Flaggers. The District Transportation Administrator may require a similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the traveling public. In addition, the District Transportation Administrator may require the presence of Uniform Traffic Officers (UTOs); moreover, the presence of UTOs shall not excuse the Permit Holder from its obligation to provide the sign package and Flaggers. When traffic control becomes so complex that the traffic control cannot be accomplished using Agency standards, the Permit Holder must submit a traffic control plan to the Agency's Permitting Services office
for Agency approval prior to beginning work. The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or construction equipment wear high-visibility safety apparel meeting the requirements of ISEA
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
WGM Associates So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
April 25, 2024 Page 4 of 5
(International Safety Equipment Association) “American National Standards for High-Visibility Safety Apparel,” and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions, for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit
Holder’s Contractor to be responsible for worker safety within the activity area of the State highway right-of-way -shall select the appropriate class of garment. The Engineer may suspend this permit until compliance is obtained.
Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or employees of the State.
The Permit Holder shall defend the State and its officers and employees against all claims or suits arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit
Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit Holder shall immediately retain counsel and otherwise provide a complete defense against the entire claim or suit. After a final judgment or settlement, the Permit Holder may request recoupment of specific defense costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the defense of any claim arising from an act or omission of the Permit Holder.
The Permit Holder shall indemnify the State and its officers and employees in the event that the State, its officers or employees become legally obligated to pay any damages or losses arising from any act
or omission of the Permit Holder. Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates of
insurance to show that the following minimum coverages are in effect. It is the responsibility of the Permit Holder to maintain current certificates of insurance on file with the State for the duration of work under the Permit. No warranty is made that the coverages and limits listed herein are adequate to cover and protect the interests of the Permit Holder for the Permit Holder’s operations. These are solely minimums that have been established to protect the interests of the State.
Workers’ Compensation: With respect to all operations performed under the Permit, the Permit Holder shall carry workers’ compensation insurance in accordance with the laws of the State of Vermont.
General Liability and Property Damage: With respect to all operations performed under the Permit, the Permit Holder shall carry general liability insurance having all major divisions of coverage including, but not limited to: Premises - Operations Products and Completed Operations Personal Injury Liability Contractual Liability
The policy shall be on an occurrence form and limits shall not be less than:
$2,000,000 Per Occurrence
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
WGM Associates So. Burlington, VT116, L.S. 0123+55 ~ 0129+36 RT
April 25, 2024 Page 5 of 5
$2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate $ 50,000 Fire/Legal Liability
Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit.
Automotive Liability: The Permit Holder shall carry automotive liability insurance covering all motor vehicles, including hired and non-owned coverage, used in connection with the Permit. Limits of
coverage shall not be less than: $1,000,000 combined single limit. Permit Holder shall name the State of Vermont and its officers and employees as additional insureds
for liability arising out of this Permit.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
VERMONT AGENCY OF TRANSPORTATION NOTICE OF PERMIT ACTION
Grantor (Owner/Applicant): WGM ASSOCIATES Address: Street: 850 Hinesburg Road City/State/ZIP: SOUTH BURLINGTON,VT 05403
Location of Work:
Location Start Town: So. Burlington
Route: VT116
Log Station/MM: 0123+55 ~ 0129+36 / 2.34 + 2.45
Location End Town:
Route: Log Station/MM:
Property Deed Reference: Book: 675 Page: 550 Additional Book: Additional Page: Permit ID #: 46439
Description of Work: CLOSE AN EXISTING ACCESS, PAVE AN EXISTING ACCESS 40' WIDE PER STANDARD B-71B AND INSTALL A 1.5” WATER SERVICE CONNECTION TO SERVE A SEVEN-LOT SUBDIVISION ON 10.05 ACRES
[X] Issued Permit [ ] Notice of Violation
[ ] Suspension of Permit [ ] Withdrawn
Action Date: April 25, 2024
Signature:___________________
Authorized Representative for the Secretary of Transportation
Location of Record: Vermont Agency of Transportation
Development Review & Permitting Services Section Barre City Place, 219 North Main Street Barre, Vermont 05641
Town/City of Clerk's Office Received at a.m./p.m.
and recorded in Book on Page ______ of land records. ______________________________
Attest: _____________________________________ Assistant Town/City Clerk
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
SHED
POOL
HOUSE
(#950)
GARAGE
HEDGE ROW
A/C A/C
GARAGE
SHED
HOUSE
(#900)
HOUSE
(#850)
SHED
SILO
HEDGE ROW
EXIST. SOLAR PA
N
E
L
S
HE
D
G
E
R
O
W
725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
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9
'
1
2
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W
SHED
A/C
W
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DE
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PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
HI
N
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S
B
U
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G
R
O
A
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S
S
100
'
WET
L
A
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D
BUF
F
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100'
WETLAND
BUFFER
S
MAXINE'S WAY
CLOSE-OFF EXIST. CURB CUT
WITH THE REMOVAL OF THE
DRIVEWAY GRAVEL AND
REPLACEMENT WITH LAWN
AREA. SAWCUT AND REMOVE
EXISTING PAVED APRON.
CONVERT OVER-WIDE
AREA BY REMOVING
DRIVEWAY GRAVEL
AND REPLACEMENT
WITH LAWN AREA
40
'
M
A
X
.
MINIMUM APRON
PAVING LIMITS
PROPOSED OPEN SPACE /
AMENITY AREA
PROPOSED STORMWATER
MANAGEMENT FACILITY
STONE LINED
SWALE (TYP.)
PROPOSED 20' WIDE
NEIGHBORHOOD STREET - NARROW
(PRIVATE STREET)
(SEE DETAIL ON SHT. C4.0)
FUTURE CONNECTOR ROAD TO BE
CONSTRUCTED UPON FUTURE
DEVELOPMENT OF LOTS 2 AND 3.
EASEMENT LIMITS ARE SHOWN ON
SURVEY PLAT SHT. P1
LOT 1B ACCESSORY STRUCTURE
BUILDING ENVELOPE
PROPOSED BUILDING
ENVELOPE (TYP.)
CONCEPTUAL SINGLE
FAMILY HOME
LOCATION (TYP.)
S
WETLAND BUFFER
IN OPEN SPACE
(14,839 S.F.)
WETLAND BUFFER
IN OPEN SPACE
(8,660 S.F.)
R1
5
4
.
0
'
R1
5
4
.
0
'
LOT 1A
0.26 ACRES
LOT 1B
1.52 ACRES
LOT 1C
0.52 ACRES LOT 1D
0.73 ACRES
LOT 4
1.00 ACRES
LOT 2
3.00 ACRES
LOT 3
3.02 ACRES
CONCEPTUAL SINGLE
2-BR ACCESSORY
DWELLING UNIT (ADU)
LEGEND
W
4/24/24 DSM REVISED PER VTRANS REVIEW
FM
G
ST
S
T
W
E
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED GUARD RAIL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED FORCEMAIN
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
CONCRETE MONUMENT SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED LIGHT POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
1. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED
UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE
APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG
SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A
PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO
START OF ANY EXCAVATION.
2. ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR
ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.
3. THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND
UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE
PROJECT.
4. THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A
DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.
5. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.
6. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND
OPERABLE FACILITIES AND UTILITIES.
8. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS
INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP
DRAWING APPROVAL IS GRANTED.
9. IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE
CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND
ANY LOCAL PUBLIC WORKS STANDARDS.
10. THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE
0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND
OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE.
11. ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED
AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN STATE HIGHWAY VT116 R.O.W. WITH
VTRANS AUTHORITIES.
13. THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN
ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.
14. EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN
APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.
15. IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE
CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON
THE ITEM IN QUESTION.
16. PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION.
THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
17. IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN
ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO
TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.
18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES
INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.
19. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR
COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE
WHERE APPLICABLE.
20. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR
RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND
INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL
PERMITTING REQUIREMENTS.
GENERAL NOTES
PROPOSED GUY WIRE/POLE
PROPOSED SIGN
PROPOSED YARD DRAIN
OE PROPOSED OVERHEAD ELECTRIC
UE PROPOSED UNDERGROUND ELECTRIC
COM PROPOSED COMMUNICATIONS
UNMARKED ANGLE POINT
PROPOSED EASEMENT LINE
DSM
DSM
SAL
1" = 40'
24110
C2.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
IMPROVEMENTS
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
850, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
116
89PROJECT
LOCATION
NOTE: NO SHRUBBERY SHALL BE ERECTED, MAINTAINED, OR PLANTED ON
ANY LOT THAT OBSTRUCTS OF INTERFERES WITH TRAFFIC
VISIBILITY, IN THE CASE OF CORNER LOTS, SUCH RESTRICTED
AREA SHALL BE THE TRIANGULAR AREA FORMED BY THE LOT
LINES ALONG THE STREETS AND A LINE CONNECTING THEM AT
POINTS TWENTY-FIVE (25) FEET FROM THE INTERSECTION.
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DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
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PROBABLE GAS &
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59
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4
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GAS REGULATORGAS REGULATOR
OIL FILL
ELEC. METER
ELEC. PANEL
UTIL. CABINET
SHED
A/C
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OIL FILL
GAS VALVE
WATER VALVE
BLUE PAINT
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39
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5
39
5
39
5
39
5
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41
5
41
5
4
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40
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40
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42
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42
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42
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41
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41
0
41
0
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0
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5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
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365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
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G
R
O
A
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O
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OE
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OE
OE
OE
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GAS
REGULATOR
S
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C.O.C.O.
C.O.
C.O.
C.O.
SMH #3
RIM 411.4
INV. IN. 403.9
INV. IN. 403.9
INV. OUT 403.7
0+00 1+00 2+00
3+00
4+00
5+00
6+00
6+59.96
EX. SMH
RIM 372.4
INV. 364.0 (8" NW)
INV. 363.9 (8" N)
INV. 363.8 (8" S)4" SDR 35 PVC (MIN.
2% SLOPE)
4" SDR 35 PVC (MIN.
2% SLOPE)
C.O.
C.O.
C.O.
C.O.
34" TYPE 'K'
COPPER (TYP.)
4" SDR 35 PVC
(MIN. 2% SLOPE)
(TYP.)
100
'
WET
L
A
N
D
BUF
F
E
R
100'
WETLAND
BUFFER
112" TYPE 'K' CO
P
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40
0
40
5410
39
5
39
0
38
5
38
0
EX. SMH
RIM 370.2±
INV. 358.4
INV. 358.3
EX. SMH
RIM 373.2±
INV.
37
9
S
S
C.O.
C.O.
INV. 405.9
2" RIGID INSULATION BOARD
INV. 418.0
INV. 416.6
INV. 408.0
INV. 407.6
2" RIGID
INSULATION
BOARD
C.O.C.O.S
37
7
37
6
37
4
37
3
37
5
37
6
MAINTAIN 18" VERTICAL
SEPARATION AT ALL
WATER/SEWER
CROSSINGS (TYP.)
INV. 401.0
INV. 389.0
INV. 380.0
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
2" RIGID
INSULATION
BOARD
71 L.F.
-
8
"
S
D
R
35 PVC
(
S
=
5
.
5
%
)
37
8 37
8
37
8
37
7
37
7
S
S
SMH #1
RIM 377.2
INV. IN. 368.0
INV. OUT 367.9
ALL NEW BUILDINGS SHALL
BE OUTFITTED WITH TYPE
13D SPRINKLER SYSTEMS
112" WATER SERVICE
CONNECTION
SMH #2
RIM 392.5
INV. IN. 385.1
INV. OUT 385.0
SMH #2
RIM 380.0
INV. IN. 373.3
INV. OUT 373.2
172 L.F. - 8" SD
R
3
5
P
V
C
(
S
=
6
.
8
%
)
186 L.F. - 8" SD
R
3
5
P
V
C
(
S
=
1
0
.
0
%
)
VALVE &
BLOWOFF
9
6
L
.
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-
8
"
S
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P
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(
S
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4
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)
W W W
W
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W
W
W
W
W
W
W
W
C.O.
INV. 376.0
F.F. 380.0
S
S
S
S
VALVE TO BE LOCATED
OUTSIDE OF R.O.W.
DSM
DSM
SAL
1" = 40'
24110
C2.2
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
UTILITY PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
850, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
116
89PROJECT
LOCATION
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DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
Horizontal Scale = 1 :40
Vertical Scale = 1 :8
+50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50
368
376
384
392
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3
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9
9
37
8
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5
38
0
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1
0
10.
0
0
%
4.96%
PV
C
S
T
A
.
4
+
9
5
.
0
0
PVI STA. 5+20.00
PV
T
S
T
A
.
5
+
4
5
.
0
0
K = 9.92
50.00 VC
3.00%
PV
C
S
T
A
.
6
+
0
7
.
5
0
PVI STA. 6+20.00
PV
T
S
T
A
.
6
+
3
2
.
5
0
K = 12.76
25.00 VC
EXISTING GROUND PROFILE
PROPOSED GROUND PROFILE
PROFILE - WRIGHT LANE
DSM
DSM
SAL
1" = 40'
24110
C4.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
ROAD PROFILE &
DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
850, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
116
89PROJECT
LOCATION
C/L
3.0%
10'
4.0%
2'
3.0:1 CU
T
6'2'
3.0%
10'
4.0%
2'
4.0:1 C
U
T
4.0:1 FI
L
L
N.T.S.
TYPICAL ROADWAY SECTION
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
4" MIN. OF 34" MINUS CRUSHED
STONE SURFACE COURSE
6" TO 14" (DEPTH VARIES BY LOCATION)
OF 1.5" CRUSHED STONE
8" OF 5" MINUS CRUSHED STONE ON
MIRAFI 500X STABILIZATION FABRIC
SLOPE TO FREE DRAIN TO DITCH
12" HDPE AT
DRIVEWAY
CROSSINGS
C/L
3.0%
10'
4.0%
2'
4.0:1
F
I
L
L
SEE PLAN10'
4.0%
2'
4.0:1 FILL
N.T.S.
TYPICAL HAMMERHEAD SECTION
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
4" MIN. OF 34" MINUS CRUSHED
STONE SURFACE COURSE
6" TO 14" (DEPTH VARIES BY LOCATION)
OF 1.5" CRUSHED STONE
8" OF 5" MINUS CRUSHED STONE ON
MIRAFI 500X STABILIZATION FABRIC
SLOPE TO FREE DRAIN TO WEST
WEST
3.0%
EAST
NORTH SOUTH
10" OF 5" MINUS
CRUSHED STONE ON
SEPARATION FABRIC
N.T.S.
TYPICAL DRIVEWAY SECTION
S-004S-
0
0
4
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S
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c
SEPARATION GEOTEXTILE
REVISED 12/03/2020
3 1
OR AS
SHOWN
ON PLANS
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
4" CRUSHED GRAVEL - FINE
AOT SPECIFICATION 704.05
8" DENSE GRADED CRUSHED STONE
AOT SPECIFICATION 704.06
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
N.T.S.
CURB CUT CLOSURE
S-031S-
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6" TOPSOIL MIN.
EXISTING SUBBASE
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
REVISED 8/21/2018
EXISTING GRAVEL DRIVEWAY
TO BE REMOVED
TOP SOIL, SEED & MULCH
EX. GRAVEL
DRIVEWAY
EX. BITUMINOUS
PAVEMENT
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0
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b
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REVISED 1/28/2021
N.T.S.
BITUMINOUS CONCRETE APRON DETAIL
6"6"
40' MAX. EXCEPT AT RADIUS
8" COMPACTED CRUSHED
GRAVEL (704.05 FINE)
2" THICK TYPE II BIT. CONC.
PAVEMENT BASE COURSE
4" MINIMUM TOPSOIL AND HYDROSEED
ALL SIDESLOPES
- SEED AND STRAW MULCH OPTION
ALSO ACCEPTABLE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
1" THICK TYPE III BIT. CONC.
PAVEMENT FINISH COURSE
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DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
VERMONT AGENCY OF TRANSPORTATION
Workin to Get You There
STANDARD
COMMERCIAL DRIVES B-71B
(MPH)
DESIGN SPEED
OR
POSTED SPEED
(FT)SIGHT DISTANCE
STOPPING
MINIMUM
610
555
500
445
390
335
280
495
425
360
305
250
200
155
55
50
45
40
35
30
25
SIGHT DISTANCE TABLE
O L D G R OUND
LEVEL
C L12' MIN.
A
DETAIL E
A
SUBGRADE LINE
DITCH LINE
SECTION A-A
CL
DRIVE
SEE DRIVE SIDE SLOPES TABLE.
18" SUBBASE MATERIAL
LOCATION OF SLOPE SLOPE RATE
1:6 OR FLATTER
1:4 DESIRABLE
1:2 ALLOWABLE-
OUTSIDE CLEAR ZONE 1:2 OR FLATTER
DETAIL F
-15 % M AX ( -0 .15 )-3 % M AX . G R AD E ( -0 .03 )
HIGHWAY LC
SUBGRADE LINE
LENGTH
ROUNDING
MIN 10'
APPROACH AREA
20' MIN.SHOULDER
EDGE OF
TRAVELED WAY
EDGE OF
DETAIL C
5" DEPRESSION
SHOULDER TRAVELED WAY
HIGHWAY
DRIVE GRADE
LENGTH
ROUNDING
MIN 20'
ORIGINAL APPROVAL
DESCRIPTIONDATE
JUL. 1, 2019
REV.
0
OTHER STANDARDS REQUIRED:
1.
2.
3.
4.
5.
6.
7.
8.
9.
"A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS & STREETS."
THE ABOVE VALUES ARE TAKEN FROM THE 2011 AASHTO
(FT)SIGHT DISTANCE
INTERSECTION
MINIMUM
SLOPE 2% (TYP.)
24" MINIMUM COVER
(FILL SECTION)
PROFILE OF DRIVE INTERSECTION
40' MAXIMUM
24' MINIMUM
HIGHWAY CL
EDGE OF TRAVELED WAY
SHOULDER EDGE
CURB (IF PRESENT)
LINE
PROPERTY
R.O.W. LINE
SHOULDER
PAVEMENT
DETAIL B
WIDTH
MINUS SHOULDER
THEORETICAL RADIUS
MINIMUM RADIUS =
CURB (IF PRESENT)
SHOULDER EDGE
EDGE OF TRAVELED WAY
12' MAX.
4' MIN.
24' MAX.
18' MIN.
R.O.W. LINE
SHOULDER
PAVEMENT
HIGHWAY CL
24' MAX.
MIN.
20'
EDGE OF TRAVELED WAY
SHOULDER EDGE
HIGHWAY CL
TAPERS
PAVEMENT
SHOULDER
CURB ( IF PRESENT )
T=**D=*
MIN. RADIUS 30' LESS SHOULDER WIDTH
30' MIN. RADIUS
R.O.W. LINE
DETAIL A
LC
DRIVE
12
'
4'
30 35 40 50
100 120 140 180
8:1 10:1 12:1 15:1
**T (MIN)(FT)
RATE
SPEED (MPH)
10.
PROPERTY LINE
PROJECTION ABOVE THE CURB HEIGHT WITHIN THE R.O.W. OR CLEAR ZONE)
THE CURBED DIVISIONAL ISLAND SHALL NOT EXCEED 4" HEIGHT (AND HAVE NO
TURN LANES ARE MET.
WARRANTS FOR RIGHT
AND D WHEN VOLUME
USE WITH DETAILS B
SHOULDER WIDTH
RADIUS MINUS
THEORETICAL
MIN. RADIUS =
TWO-WAY UNDIVIDED COMMERCIAL DRIVEDETAIL D
12.
STANDARD E-192
REFER TO VTRANS
DECELERATION LENGTH.
PROVIDE PROPER
MUST BE ADJUSTED TO
TRAFFIC VOLUME AND
VARIABLE DEPENDING ON
* STORAGE LENGTH IS
DETAIL D
SEE
ASEE DETAIL
NEEDED (TYP.)
GRADE AS
11.
LIMIT OF ON SITE PARKING AREA
90 DESIRABLE
ANGLE = 60 MINIMUM
PARKING AREA
LIMIT OF ON SITE
90 DESIRABLE
ANGLE = 60 MINIMUM
RURAL (TYP.) 10' URBAN
30' THEORETICAL RADIUS,
ANGLE=60 MINIMUM, 90 DESIRABLE
ROW LINE.
WILL HAVE A "SERVICE VEHICLES ONLY" SIGN PLACED AT THE HIGHWAY
AUTHORIZED, HAVING A MAXIMUM WIDTH OF 20'. THE SERVICE DRIVE
THIS DETAIL WILL ALSO APPLY TO COMMERCIAL SERVICE DRIVES, WHEN
PROFILE OF DRIVE INTERSECTION(CUT SECTION)
INTERSECTION)
POINT OF VERTICAL
LEAST 12 FEET FROM
(15% MAX. FOR AT
DESIGN SPEED > 40 MPH
DESIGN SPEED < 40 MPH
URBAN AREAS, OR
DRIVE SIDE SLOPES TABLE
SEE DETAIL A
PARKING AREA
LIMIT OF ON SITE
PAVEMENT.
TWO INCHES OF BITUMINOUS CONCRETE
(SEE NOTE 7)
CULVERT IF REQUIRED
DIVISIONAL ISLAND
TWO-WAY COMMERCIAL DRIVE WITH
ONLY)
DRIVE(UNSIGNALIZED INTERSECTIONS
RIGHT TURN LANE FOR COMMERCIAL
3.5 FEET TO AN OBJECT HEIGHT OF 2.0 FEET ON THE ROADWAY.
ROADWAY.STOPPING SIGHT DISTANCE IS MEASURED FROM AN EYE HEIGHT OF
OF EYE OF 3.5 FEET ON THE DRIVE TO A HEIGHT OF 3.5 FEET ON THE
TRAVELED WAY OF THE ADJACENT ROADWAY AND MEASURED FROM A HEIGHT
FROM A POINT ON THE DRIVE AT LEAST 15 FEET FROM THE EDGE OF
AGENCY OF TRANSPORTATION. INTERSECTION SIGHT DISTANCE IS MEASURED
ENTERING ON PUBLIC HIGHWAYS, UNLESS OTHERWISE APPROVED BY THE
BELOW, SHOULD BE PROVIDED IN BOTH DIRECTIONS FOR ALL DRIVES
INTERSECTION SIGHT DISTANCES, EQUAL TO OR GREATER THAN THOSE SHOWN
GUIDELINES", LATEST REVISION.
"VERMONT AGENCY OF TRANSPORTATION ACCESS MANAGEMENT PROGRAM
FOR DRIVEWAY AND INTERSECTION SPACING DISTANCES REFER TO THE
SERVING UP TO TWO SINGLE FAMILY HOMES OR A DUPLEX.
B-71A FOR FIELD DRIVES, LOGGING DRIVES, AND RESIDENTIAL ACCESSES
SUBDIVISIONS AND OTHER COMMERCIAL ACCESSES. SEE VTRANS STANDARD
THIS STANDARD APPLIES TO LARGER RESIDENTIAL DEVELOPMENTS,
BEFORE ENTERING THE HIGHWAY.
AS A 20' APPROACH AREA IS ACHIEVED FOR THE VEHICLE TO PAUSE
DRIVEWAY GRADES STEEPER THAN THOSE SHOWN MAY BE ALLOWED AS LONG
END OF THE TURNING RADIUS WHICHEVER IS GREATEST.
SHOWN PERTAIN ONLY TO THE AREA WITHIN THE HIGHWAY R.O.W. OR THE
MAY BE GOVERNED BY LOCAL ZONING LAWS. DRIVEWAY WIDTH RESTRICTIONS
THE OFFSET BETWEEN THE PROPERTY LINE AND THE EDGE OF THE DRIVEWAY
MATCH THE SIZE OF THE UPSTREAM CULVERT.
THE PROPOSED CULVERT THEN THE NEW CULVERT SHALL, AS A MINIMUM,
CIRCULAR PIPE.IF A CULVERT LARGER THAN 15" IS LOCATED UPSTREAM OF
CROSS-SECTIONAL AREA EQUIVALENT TO THAT PROVIDED BY A 15"
PIPE ARCHES USED UNDER DRIVES SHALL HAVE A MINIMUM INSIDE
INSIDE DIAMETER (I.D.) OF 15" OR AS OTHERWISE SHOWN ON THE PLANS.
CIRCULAR DRAINAGE CULVERTS UNDER DRIVES SHALL HAVE A MINIMUM
TREATMENT TO BE USED.
BASED ON TRAFFIC STUDIES THE AGENCY WILL DETERMINE SPECIFIC
REQUIRE SPECIAL LANES FOR TURNING, SIGNALS OR OTHER MODIFICATIONS.
WHERE TRAFFIC VOLUME FOR A PROJECT IS SUBSTANTIAL THE AGENCY MAY
IF CURB IS PRESENT, SEE APPROPRIATE CURB DETAIL STANDARD.
OF CURBING OR OTHER SUITABLE PHYSICAL BARRIER.
THAN APPROVED ACCESS POINTS WILL BE PREVENTED BY THE CONSTRUCTION
VEHICULAR ACCESS FROM PARKING AREAS TO THE RIGHT-OF-WAY AT OTHER
SHOWN IN DETAIL F WITHIN THE LIMITS OF THE HIGHWAY RIGHT-OF-WAY.
DEPTH OF SUBBASE AND PAVEMENT TO BE THE SAME AS HIGHWAY OR AS
(A, B AND D) BY HATCHING.
TRANSPORTATION ADMINISTRATOR.THIS PAVING IS INDICATED IN DETAILS
OF CURVATURE ON THE DRIVEWAY EDGE OR AS DIRECTED BY THE DISTRICT
TRAVELED WAY TO THE HIGHWAY RIGHT-OF-WAY, TO THE FARTHEST POINT
ALL COMMERCIAL DRIVES SHALL BE PAVED FROM THE EDGE OF THE
WIDTHS, HORIZONTAL, VERTICAL AND GEOMETRIC CHARACTERISTICS.
SHEET IS INTENDED TO BE A GUIDE FOR THE DESIGNER CONCERNING DRIVE
WHEN USED WITH THE PLANS FOR A HIGHWAY CONSTRUCTION PROJECT, THIS
SUBJECT TO THE APPROVAL OF THE VERMONT AGENCY OF TRANSPORTATION.
THIS SHEET SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND IS
OF WAY. ALL CONSTRUCTION REQUIRED BY THE PERMIT AND INDICATED ON
AND IN CONJUNCTION WITH A PERMIT FOR WORK WITHIN HIGHWAY RIGHTS
THIS SHEET IS INTENDED FOR USE BY DESIGNERS ON HIGHWAY PROJECTS
10' URBAN
30' RURAL (TYP.),
THEORETICAL RADIUS
(TYP.)
END SECTION
OPTIONAL
MIN.
12'
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
1
Pierce, Ed
From:David Marshall <dmarshall@cea-vt.com>
Sent:Friday, March 22, 2024 4:07 PM
To:Pierce, Ed; 'Keith Wright'
Subject:RE: VT 116 - So. Burlington MM 2.43
Attachments:24110 - Site-C2.0.pdf; 24110 - Site-C4.0.pdf; Vt 116 - So. Burlington MM2.43 WGM
Assoc. 1111 Application.pdf
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the
sender.
Hi Ed-
Just following up on the correspondence we shared earlier this week.
Please find attached the pdf version of the application materials which are being
mailed to your office.
The hard copy materials will also include the application fee.
Please let us know if you have any questions.
Thank you and Best Regards
David S. Marshall, P.E.
Civil Engineering Associates, Inc. 10 Mansfield View Lane
South Burlington, VT 05403
P 802-864-2323 x310 F 864-2271
From: David Marshall <dmarshall@cea-vt.com>
Sent: Tuesday, March 19, 2024 10:21 AM
To: 'Pierce, Ed' <Ed.Pierce@vermont.gov>; 'Keith Wright' <Keith@kwrightinc.com>
Subject: RE: VT 116 - So. Burlington MM 2.43
Hi Ed-
Received. We will proceed with an application which addresses:
The north access does not conform to our commercial access standards; it needs to be paved per
standard B-71B – A new paved apron which will extend to the end of the (rural road)
intersection 30’ turning radius (which is beyond the ROW line) per standard B-
71b.
One of the other two accesses will need to be removed. The property may have a total of two
accesses. The far south access will be eliminated.
When the application form is received, we will forward this on with the application fee
and updated plans and details.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
2
Best Regards
David S. Marshall, P.E.
Civil Engineering Associates, Inc.
10 Mansfield View Lane
South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271
From: Pierce, Ed <Ed.Pierce@vermont.gov>
Sent: Friday, March 15, 2024 5:38 AM
To: dmarshall <dmarshall@cea-vt.com>; 'Keith Wright' <Keith@kwrightinc.com>
Subject: RE: VT 116 - So. Burlington MM 2.43
Hi Dave & Keith,
Yes, an S1111 permit will be required:
The property does not have a current access permit
This change of use requires a permit
The north access does not conform to our commercial access standards; it needs to be paved per
standard B-71B
One of the other two accesses will need to be removed. The property may have a total of two accesses.
Thank you,
Ed Pierce | Permit Coordinator
Vermont Agency of Transportation
219 N. Main St. | Barre, VT 05641
802-498-8946 | ed.pierce@vermont.gov
vtrans.vermont.gov/planning/permitting
From: David Marshall <dmarshall@cea-vt.com>
Sent: Thursday, March 14, 2024 12:03 PM
To: 'Keith Wright' <Keith@kwrightinc.com>
Cc: Pierce, Ed <Ed.Pierce@vermont.gov>
Subject: RE: VT 116 - So. Burlington MM 2.43
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the
sender.
Thanks Keith!
David S. Marshall, P.E.
Civil Engineering Associates, Inc.
10 Mansfield View Lane
South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271
From: Keith Wright <Keith@kwrightinc.com>
Sent: Thursday, March 14, 2024 12:01 PM
To: dmarshall@cea-vt.com
Cc: Pierce, Ed <Ed.Pierce@vermont.gov>
Subject: Re: VT 116 - So. Burlington MM 2.43
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
3
The truck total is 5. They only come and go once a day, if that. We haul the jet fuel into the airport, been doing that for
the past 20 plus years.
Thanks
Keith
On Thu, Mar 14, 2024, 11:51 AM David Marshall <dmarshall@cea-vt.com> wrote:
The linked image cannot be displayed. The file may have been mov ed, renamed, or deleted. Verify that the link points to the correct file and location.
Hi Ed-
Keith, please correct me if I do not get this right.
Current and proposed uses of the property
Three existing single family homes with E-911 addresses of 850 (north), 900 (middle)
and 950 (south) all “Hinesburg Road”.
The commercial activity associated with the 850 Hinesburg Road address is K Wright,
Inc. which is an active DOT registered motor carrier operating under USDOT Number
542979 and MC Number 355884 with 4 trucks owned and 6 drivers.
Three proposed single family homes with a maximum of two future Accessory Dwelling
Units (ADUs) served by a common road (Name still TBD).
Best Regards
David S. Marshall, P.E.
Civil Engineering Associates, Inc.
10 Mansfield View Lane
South Burlington, VT 05403
P 802-864-2323 x310 F 864-2271
From: Pierce, Ed <Ed.Pierce@vermont.gov>
Sent: Thursday, March 14, 2024 11:20 AM
To: dmarshall <dmarshall@cea-vt.com>
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
4
Cc: 'Keith Wright' <Keith@kwrightinc.com>
Subject: RE: VT 116 - So. Burlington MM 2.43
Dave, can you describe the current and proposed uses of the property? It looks like there is some kind of
commercial / agricultural use now, along with some residential?
Ed Pierce | Permit Coordinator
Vermont Agency of Transportation
219 N. Main St. | Barre, VT 05641
802-498-8946 | ed.pierce@vermont.gov
vtrans.vermont.gov/planning/permitting
The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location.
From: David Marshall <dmarshall@cea-vt.com>
Sent: Thursday, March 14, 2024 11:09 AM
To: Pierce, Ed <Ed.Pierce@vermont.gov>
Cc: 'Keith Wright' <Keith@kwrightinc.com>
Subject: RE: VT 116 - So. Burlington MM 2.43
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the sender.
Hi Ed-
Thanks for getting back on this one.
The property is already subject to Act 250 jurisdiction so the answer is yes.
Best Regards
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
5
David S. Marshall, P.E.
Civil Engineering Associates, Inc.
10 Mansfield View Lane
South Burlington, VT 05403
P 802-864-2323 x310 F 864-2271
From: Pierce, Ed <Ed.Pierce@vermont.gov>
Sent: Thursday, March 14, 2024 11:04 AM
To: dmarshall <dmarshall@cea-vt.com>
Cc: 'Keith Wright' <Keith@kwrightinc.com>
Subject: RE: VT 116 - So. Burlington MM 2.43
Received, thank you.
Will this project be going through Act 250?
Ed Pierce | Permit Coordinator
Vermont Agency of Transportation
219 N. Main St. | Barre, VT 05641
802-498-8946 | ed.pierce@vermont.gov
vtrans.vermont.gov/planning/permitting
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From: David Marshall <dmarshall@cea-vt.com>
Sent: Wednesday, March 13, 2024 12:41 PM
To: Pierce, Ed <Ed.Pierce@vermont.gov>
Cc: 'Keith Wright' <Keith@kwrightinc.com>
Subject: VT 116 - So. Burlington MM 2.43
EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the sender.
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
6
Hi Ed-
Keith and Nicole right are proposing a subdivision of their 10-acre parcel located off of VT
Route 116 at Mile Marker 2.43 (995 ft North of the Meadowland Drive Intersection) which
will create three (3) additional single family home sites and perhaps one or two ADUs in the
future.
We have attached two location maps and the C1.0 Existing Condition Plan which identifies the
existing access locations.
The proposed residential road shown on the attached C2.0 sheet will utilize a portion of the
existing commercial driveway. No changes are proposed within the Route 116 right-of-way
other than a new water service.
We are offering this in support of a request for determination on whether a Section 1111
permit is required for the proposed project.
Our review of the Permit Listing found the following as it relates to the closest item to
addressing access to this property.
2460 VT116 So. Burlington 0002.410/0000.000R 0127+24R ORMOND BUSHEY
& SONS INC
ACCESS 5/4/1991 D
5/3/1991
Remarks: TEMPORARY ACCESS FOR THE REMOVAL OF
TOPSOIL ON 8 ACRES OF
Project:
LAND
We look forward to hearing your thoughts.
Best Regards
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
MM 2.37
SHARED RESIDENTIAL
ACCESS TO REMAIN; NO
WORK REQUIRED MM 2.36
ACCESS TO BE CLOSED
SAW CUT AND REMOVE
PAVED APRON
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
MM 2.43
SHARED RES./COMM.
ACCESS TO BE PAVED 40'
WIDE PER STANDARD
B-71B
DocuSign Envelope ID: C7627C2A-DB8E-40FE-80F6-1F47BCFF446E
Certificate Of Completion
Envelope Id: C7627C2ADB8E40FE80F61F47BCFF446E Status: Completed
Subject: Complete with DocuSign: So Burlington Permit 46439 Wright 042524.pdf
Source Envelope:
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Certificate Pages: 2 Initials: 0 Ed Pierce
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Time Zone: (UTC-05:00) Eastern Time (US & Canada)
One National Life Drive - Dewey Building
Montpelier, VT 05620-2001
Ed.Pierce@vermont.gov
IP Address: 73.119.220.51
Record Tracking
Status: Original
4/25/2024 10:49:27 AM
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Ed.Pierce@vermont.gov
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Ed Pierce
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Chief of Permitting Services
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