HomeMy WebLinkAboutSD-24-08 - Supplemental - 0850 Hinesburg Road (8)
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
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PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
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100'
WETLAND
BUFFER
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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
'
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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
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ST
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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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ELEC. METER
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C
K
G
G
G
G
G
G
G
G
G
G
G
G
COMM. VAULT
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
385
38
5
38
5
38
5
390
39
0
39
0
39
0
39
5
39
5
39
5
39
5
380
38
0
38
0
41
5
41
5
41
5
4
0
0
40
0
40
0
40
0
42
0
420
420
42
0
42
0
41
0
4
1
0
41
0
41
0
4
0
5
40
5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
0
365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
U
R
G
R
O
A
D
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
GAS
REGULATOR
S
S
S
S
S
S
W
S
S
S
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
P
E
R
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
.
F
.
-
8
"
S
D
R
35
P
V
C
(
S
=
5
.
4
%
)
W W W
W
W
W
W
W
W
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
400
408
416
424
432
368
376
384
392
400
408
416
424
432
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2
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9
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7
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0
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7
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6
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1
.
2
40
2
.
9
6
39
5
.
7
39
7
.
9
6
39
0
.
5
39
2
.
9
6
38
6
.
1
38
7
.
9
7
38
2
.
7
38
4
.
4
7
38
0
.
3
38
1
.
9
9
37
8
.
5
38
0
.
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
G
r
a
v
e
l
S
e
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-
0
3
1
C
U
R
B
C
U
T
C
L
O
S
U
R
E
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
S-002bS-
0
0
2
b
B
i
t
C
o
n
c
W
a
l
k
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
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: 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:
Document Pages: 21 Signatures: 3 Envelope Originator:
Certificate Pages: 2 Initials: 0 Ed Pierce
AutoNav: Enabled
EnvelopeId Stamping: Enabled
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
Holder: Ed Pierce
Ed.Pierce@vermont.gov
Location: DocuSign
Security Appliance Status: Connected Pool: StateLocal
Storage Appliance Status: Connected Pool: AOT - Agency of Transportation - AOT40 Location: DocuSign
Signer Events Signature Timestamp
Ed Pierce
ed.pierce@vermont.gov
SOV
Security Level: Email, Account Authentication
(None)Signature Adoption: Pre-selected Style
Using IP Address: 73.119.220.51
Sent: 4/25/2024 10:51:12 AM
Viewed: 4/25/2024 10:51:22 AM
Signed: 4/25/2024 10:51:30 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Craig Keller
Craig.Keller@vermont.gov
Chief of Permitting Services
SOV
Security Level: Email, Account Authentication
(None)
Signature Adoption: Pre-selected Style
Using IP Address: 73.182.132.17
Sent: 4/25/2024 10:51:31 AM
Viewed: 4/25/2024 11:21:36 AM
Signed: 4/25/2024 11:23:15 AM
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
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Signing Complete Security Checked 4/25/2024 11:23:15 AM
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