HomeMy WebLinkAboutBATCH - Supplemental - 1227 Dorset StreetH /
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LOGAT aH aF A WATER MAIN "
Existing
D t Street 12" �°'�
i Valve
Existing Rcr.citm. Path
--
Maple P 2" Ma le .: 't ropose op rnth nt �' x r"" f
- - -- - 2' „ - facade appearance towards
fro
„. 2" Maps „ „ ,�--,� 2Maple Dorset Street / Muti use Pith, 1 �.
2" Maple / 2" Maple A,� r - _ - -- __ -_ 2° Maple 5O' including covered porches _ _�- Exlsti
Latin
` Concr t 5
12" aPp / rlf
\ \
/l� ) ( Common area
47.600 sf
_h \ .;Exstng26 r f5
Curbe
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load
/ -
/ i 5-bA\ ` I Unit -#8�D 'V Il 26
Typical aack Um Unit #8C „i
43_ i\\
--- —
�•-�� unit M._Unitit8a
r/50' Public
-A 1
bu
Right -of Way G
15
— -- -- _
12,300sf
r"
0
Typical 40' X 60Single- / / /T-
i^v; Family Home (Shown for / Lot #2 V \� 83• _ PropPsed zQ' d _ 5D
r" pictorial p rpo s only) / 105,850 sf A / o - a non- _
(.,/ / V / -- -Wil curbed Public Road _ The actual homes will be _," .
''Custom"d their saes d � �" , \��� !/ / / \ // i' ".� locations will van � / / / / � 76
dependent upon the / / //
Prospect ve purchasers L / / !/ tot #3 _ 84 ' = '�"7"-
\ _ needs // / 11,000 sf / !, -._._ 20' TYP. 83,
/ — — —,
Lot #4
I
13,600 sf I I Lot #5 I I. i I Ir--=----— d /•' -\ /
6,000 sf
Lot *6 Existing
I8 600 sf Lot #7 1 D v wa
` wyy
32,150sf Y
` r
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" \\ \ YACNET-g• �- I � � I \ I I I ---' . �' •
Dwelling 'v NO
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s:
B ffer '
�V�tland
c
1 Lot #1
I Dennis Rouille f, /
Location Plan n.t.s.
sire
Pro iect Information:
Parcel F: 4.22 acres
Zoned: 5EQ - NR
Max. Density: 11 Units per Master Plan;
11 Units proposed
Min. Front Yard Setback: 20 feet
Min. Side Yard Setback: 10 feet
Min. Rear Yard: 20 feet (See Proposed)
Dorset Street setback: 50 feet; *
Waiver requested to 36' for Unit 8C &
41.5' for Unit 8D
Legend
-
— Project Boundary
— -
New Property Line
— - -
Abutting Property Line
®
Iron Pipe/Rebar Found
o
Concrete Monument Found
Iron Pipe to be Set
■
Concrete Monument to be Set
--
SideLoe of Easement
Building Setback Line
ala
Existing Ground Contour
Utility Pole
Edge of Wetland
i
JAM NG/oIFf,LLC I umtaf:: 50 c srrucf T / \
`\ I Inst.ll Silt F NI
N
Pr -or to Construction \
Wetland --
( Wetland ' I f of/ Lot #2 `.
/ / Dennis Rouille '
M
GRAPHIC SCALE�q.
( R7 FEET)
1 inch = 90
Owner:
Highlands Development Company, LLC.
c/o Jim McDonald f r
P.O. Box #132
Lyndon Ctr., VT 05850-0132
Applicant:
Wedgewood Development Corporation
ttunn,,
c/o Tom Sheppard ; \` of rF;`
41 Gauthier Drive, Suite #1 1
No.
Essex Jct., VT 05452 = e : � o -
d 5477 A -
THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT =
1-800-225-4977 PRIOR TO ANY EXCAVATION. F '`��srcrt° \�
fort �lniOO
aA
WM
rE.
o 00°^^ ° Ma
Vermont National
1/6/,4
�OTH�ERS
Parcel F
1227 Dorset Street South Burlington, VT
504,
OTEARY-BURKE
CIVIL ASSOCIATES, PLC
soot-Mo3A
cE".m°NB
owe
Sketch Plan
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MAR: �=.oan
CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE
I hereby certify that on this 241h day of February, 2014, a copy of the foregoing public notice for
Sketch Plan application #SD-14-02, was sent by U.S. mail, postage prepaid to the owners of all
properties adjoining the subject property to development, without regard to any public right-of-
way, and including the description of the property and accompanying information provided by
the City of South Burlington. I further certify that this notification was provided to the following
parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington
Land Development Regulations:
List of recipients:
JAM Golf, LLC.
c/o Jim McDonald
P.O. Box # 132
Lyndon Ctr., VT 05850-0132
Dennis Rouille
P.O. Box #2303
So. Burlington, VT 05407
Dated at Essex, Vermont, this 24`h day of February 2014.
Printed Name: Peter F. Heil, EI, CPESC
Phone number and email: 802 8 8-99904 pheiNDolea1yburke.com
Signature:
Date: February 24, 014
Remit to: City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
South Burlington Sample Certificate of Service Form. Rev. 1-2012
southbL J1 i 'tu
Plan Transmittal Form
To: Fire Department/ Department of Public Works
From: Ray Belair
Date Transmitted: 02/21/14
Comments Due: March 7, 2014
Project Description/Meeting Date:
Sketch plan application #SD-14-02 of Wedgewood Development Corporation for a planned unit development on
parcel "F" of the Highlands. Development subdivision consisting of: 1) seven (7) single family dwellings, and 2)
two (2) two-family dwellings, Dorset Street & Foulsham Hollow Road.
Other Notes: Meeting date is 3/18/14
souchl,Y _ I i n t"-)1
Plan Transmittal Form
To: Fire Department/ Department of Public Works
From: Ray Belair
Date Transmitted: 02/21/14
Comments Due: March 7, 2014
Project Description/Meeting Date:
Sketch plan application #SD-14-02 of Wedgewood Development Corporation for a planned unit
development on parcel "F" of the Highlands Development subdivision consisting of: 1) seven (7) single
family dwellings, and 2) two (2) two-family dwellings, Dorset Street & Foulsham Hollow Road.
Other Notes: Meeting date is 3/18/14
Abutters List to Parcel F - 1227 Dorset Street
Tax Parcel 0293 -000OA
Tax Map 54, parcel 0570-01230
JAM Golf, LLC.
c/o Jim McDonald
P.O. Box #132
Lyndon Ctr., VT 05850-0132
Tax Map 61, parcel 0570-01227
JAM Golf, LLC.
c/o Jim McDonald
P.O. Box #132
Lyndon Ctr., VT 05850-0132
Tax Map 54, Parcel 0679-00050
Dennis Rouille
P.O. Box #2303
So. Burlington, VT 05407
Tax Map 54, Parcel 0679-00060
Dennis Rouille
P.O. Box #2303
So. Burlington, VT 05407
Premier Village Location in South Burlington, Vermont
JAN 10 2014
C*Y of So. Burlammnn
�� TOM H�MES�
Featuring Preferred Builder 1N {
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-LEGEND & SYMBOLS -
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- OTTER PROPFRtt IIXE
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'Butler Farms' Subdivision i 'Oak Leek . 286 g. 12lWlon n vsE , •n«ertlFe w Mntl Pwr. ma .INem.m .a•«r eny `�. P� `I•'
Plat V.I. 200 Pg. 80 Plat Val. 286 Pg• 122,N,.,,ro,,,I,,,,l,>q„y„y,erely�.wew.e.r ®C �e•J�
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SURVEY of LAND EXCHANGE
BETWEEN
VERMONT NATIONAL
COUNTRY CLUB
and the CITY of
SOUTH BURLINGTON
SOUTH BURLINGTON, VERMONT
DEC. 1,1, 2012
-,w P 1
98144.33
N.
VTE SUMMARY
AADT
20 AM PEAK
25 PM PEAK
. BOO
t 7
LOTS 3&42
e
4 S.F. UNITS
OLD SCHOOL
HOUSE ROAD AREA
15 UNITS Q O�
VTE SUMMARY
200 AADT ® m
20 AM PEAK
25 PM PEAK
_7.. 7- -
d
SITE ENCMEER:
VIE BUMFWif
r
• • • • • • • • •
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• • • •
40 AADT
10 AM PEAK
• I
15 PIA PEAK
TJWL ENGIN-K ASSOCIATES INC.
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FOUR SISTERS ROAD AREA
naRTvr
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r MF. UNITS
_
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J
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6
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HIGHLANDS
DEVELOPMENT
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CO., LLC
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ECONOMOV FARM
TT�HON
UR
ROAD AREA
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23 NIP. UNITS
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4
PROIECf:
V1E SUMMARY
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S
$40 AADT
BOB AADT
15 AM PEAK
VERMONT
- VIE SUMMARY 50 AM PEAK
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zm AADT 99 PM PEAK
20 AM PEAK
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VTE SUMMARY
VIE SUMMARY 55 AADT
900 AADT ID AM PEAK
70 AM PEAK 15 PM PEAK
I 85 PM PEAK
"'-WHEELER PARCEL
I - 32 UNITS
V
VTE SUMMARY
SO AADT
O
10 AM
E
15 PM PEAK
_-
VTE SUMMARY
StO AADT
t \
AID AM P�M
GOLF COURSE A
man
PARK ROADS AREA
LONG DRIVE
SUBDIVISION
18 UNITS
aranu__
LOT SUMMARY
APPROVED
TOWWIOIISE
UNITS &
HOMES WITH
PROJECT AREA
SINGLE
HOUSE LOT
ZERO
LOT LINE
GOLF COURSE & PARK ROADS
31
66
HOLBROOK ROAD & TABOR PLACE
26
-
FPIRWAY WIVE
-
36
WATER TOWER
-
9
ECONOMOU FARM ROAD
-
23
FOUR SISTER ROAD
26
11
LOTS 39-42
4
-
OUO SCHOOL HOUSE ROAD
-
15
CLUBHOUSE
-
11
PARK ROAD
-
15
LOT 108
-
16
LONG DRIVE SUBDIVISION
10
-
WHED.ER PARCEL
-
32
SUB -TOTAL
97
258
TOTAL
353
SOUTH BURILMOTOM GRAPHIC SCALE
LOCATION MAP _
vm rr/t1m mFVF
MASTER
PLAN
JAN, 2013�
T-2W MP-1
95270
FW: #SD-14-02 Wedgewood Development Corr I e Krohn https://outlook.office365i om/owa/#viewmodel=ReadMessageltem<...
FW: #SD-14-02 Wedgewood Development Corp
ray <ray@sburl.com>
Mon 3/3/2014 2:24 PM
To:Lee Krohn <Ikrohn@ccrpcvt.org>;
FYI, please print a copy and place in file folder, thanks.
Ray Belair
Administrative Officer
City of So. Burlington
575 Dorset Street
So. Burlington, VT 05403
802-846-4106
www.sburl.com
www.sbpathtosustainability.co
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received
or prepared for use in matters concerning City business, concerning a City official or staff, or containing information
relating to City business are likely to be regarded as public records which may be inspected by any person upon request,
unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by
return email. Thank you.for your cooperation.
From: Justin Rabidoux
Sent: Monday, March 03, 2014 12:53 PM
To: ray
Subject: #SD-14-02 Wedgewood Development Corp
Ray,
We will wait until more detailed plans with utilities, details and grading are submitted before commenting. At the
sketch level, there's not a whole lot to object to on this project.
JUSTIN RABIDOUX
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
CITY OF SOUTH BURLINGTON
575 DORSET STREET
SOUTH BURLINGTON, VT 05403
(802) 658-7961
JRABIDOUX@SBURL.COM
WWW.SBURL.COM
TWITTER: TWITTER.COM/SBPUBWORKS
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received
or prepared for use in matters concerning City business, concerning a City official or staff, or containing information
relating to City business are likely to be regarded as public records which may be inspected by any person upon request,
3/4/2014 8:14 AM
1 of 2
O'Leary -Burke Civil Associates, PLC
.,
� CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION (LAND SURVEYING CONSTRUCTION SERVICES LAND USE PLANNING
January 6, 2014
Mr. Ray Belai r
Zoning Administrator
575 Dorset Street
So. Burlington, VT 05403
RE: VT. National - Parcel F
Dear Ray:
We are writing on behalf of Wedgewood Development Corp. (c/o Tom
Sheppard) to request a Sketch hearing for an amended plan for Parcel F at
VT. National.
Parcel F is a 4.42 acre parcel on the south side of Dorset Street,
across from the main entrance to VT. National. The parcel was originally
approved for four (4) large single family footprints and subsequently
received Sketch approval for a total of six (6) single family lots.
Since then as part of an Agreement reached between the City and the
Landowner (Jim McDonald), Parcel F was re -designated for eleven (11) Units
on the Master Plan to offset loss of Units in other areas of the Landowner.
This Sketch proposal is for the eleven (11) Units designated on the
latest Master Plan. The Units are comprised of seven (7) single "Carriage"
Units and two (2) Duplexes. The Units will be served by a proposed Public
Road connecting to Foulsham Hollow Road and municipal water and sewer.
In order to fit the eleven (11) Units, Duplex Unit 8C/8D will require a
variance from the 50 foot setback from the Dorset Street right-of-way.
The closest corner (back porch) of Unit 8C will be 41.5 feet, requiring an 8.5'
waiver and the closest corner (back porch) of Unit 8D will be 36 feet,
requiring a 14' waiver. We acknowledge the need for mitigation to be
provided these waivers and intend to propose a combination of Landscaping
1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452
TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com
Mr. Ray Belair
January 6, 2014
Page 2
and berms between the Units and the right-of-way / existing multi -use path.
Our suggested approach with the use of a Landscape Professional is to
utilize the draft Landscaping and Earthen Berm information within the draft
SEQ-NRN Zoning which calls for a 30' width of informal plantings and
restricts berms to a maximum 4 foot height and minimum 3 on 1 side slopes.
Rather than propose the same at the Sketch level, we are requesting Staff
and DRB feedback regarding the same prior to bringing a Landscape
Professional onto the project team to propose buffer landscaping as well as
Street trees and Unit landscaping.
Please find the following attachments:
• $713 Sketch Plan fee (($363 base fee) + (8 units x $25/Unit) + (3
units x $50/Unit) _ $713);
• Sketch Plan Application;
• Abutters List;
• Rear Elevation (Dorset Street side) of Proposed Townhome
• Five (5) full size copies and five (5) 11" x 17"reduced copy of the
Sketch Plan, sht. #1.
Please review the above and attached and schedule for the February
4th DRB hearing if possible, as I will be out of the State on February 18tn
and have a previously scheduled hearing in another municipality on March
4th. If you have any questions, call.
Sincerely,
4) If
David W. Burke
Enc.
cc: Tom Sheppard
f
STATE OF VERMONT
t; Earl ONT
SUPERIOR COURT ENVIR® A6WON
HIGHLAND DEV. CO, LLC & JAM GOLF LLC DOCKET NO. 1.94-10-03 Vtec
CONSENT ORDER AND DECREE
NOW COME Highlands Development Company, LLC ("Highlands") and JAM Golf,
LLC ("JAM") (collectively the "Developers" or "Applicants"), by and through their attorneys,
Paul Frank + Collins P.C., and the City of South Burlington, Vermont, ("City"), by and through
its attorneys, Stitzel, Page & Fletcher, P. C., (the City and the Developers are referred to
collectively as the "Parties"), and hereby stipulate and agree that the Court may enter the
following order:
The above -captioned matter involves an appeal of a decision of the City of South Burlington
Development Review Board in application #MP-03-01, dated September 25, 2003, brought
pursuant to 24 V.S.A. § 4471. The Parties have agreed to a mutual resolution of the above -
captioned appeal, which settlement is memorialized in a documented entitled, "AGREEMENT
AMONG THE CITY OF SOUTH BURLINGTON, HIGHLANDS DEVELOPMENT
COMPANY, LLC AND JAM GOLF, LLC" and dated ("Agreement"). The
Agreement is attached hereto and incorporated into this Consent Decree by reference and shall
be enforceable in the same manner as an Order of this Court. Developers may refile this Appeal
and complete the trial that was suspended for settlement negotiations, should the City not adopt
amendments to the Land Development Regulations as required by Paragraph 6 of the Agreement.
In accordance with the terms and conditions of the Agreement and this Consent Decree, the
Master Plan, Exhibit B to the Agreement, is hereby APPROVED.
To effectuate the Agreement and this Consent Decree, the decision of the South Burlington
Development Review Board, #MP-03-01, dated September 25, 2003, is hereby amended and
restated as follows:
Findings of Fact and Decision, #MP-03-01 of the Highlands Residential Development for
Master Plan Approval for the 436-acre Vermont National Country Club property, 1227
Dorset Street, for a Planned Unit Development consisting of 353 residential dwelling units, a
clubhouse, and an 18-hole golf course.
The Applicants seek approval of a Master Plan pursuant to Section 15.07 of the South
Burlington Land Development Regulations for the property known as the Vermont National
Country Club or "VNCC," portions of which have previously been approved for
development. Master Plan approval for this property is required by Section 15.07(B)(1) of
the South Burlington Land Development Regulations ("LDR") as a prerequisite to the
development of ten (10) or more residential units in the Southeast Quadrant Zoning District
(SEQ). Pursuant to Section 15.02(A)(4) of the LDR, a master plan shall be a binding sub-
part of a PUD approval and shall not be construed as a separate land development review
procedure from the PUD procedures set forth in Article 15 of the LDR.
I. FINDINGS OF FACT
The Court, acting as the Development Review Board ("DRB"), makes the following findings
of fact:
a. Application
i. This application consists of a master plan for a previously approved, partially
completed Planned Unit Development ("PUD") on approximately 436 acres
known as the Vermont National Country Club ("VNCC PUD" or the "Property")
in the Southeast Quadrant District.
ii. The application is based on a plan entitled "Vermont National Country Club,
South Burlington, Vermont Master Plan," prepared by Civil Engineering
Associates, Inc., dated JAN., 2013.
iii. The "owners of record" of the Property for purposes of this application are JAM
Golf, LLC and Highlands Development Company, LLC.
b. Prior Approvals
i. Any prior preliminary plat approvals pertaining to a portion or portions of the
VNCC PUD that are not explicitly incorporated into this decision or have not
been separately approved by the DRB or this Court are hereby superseded
pursuant to § 15.07 of the LDR.
ii. Applicants initially made this application concurrently with applications #SD-03-
24, -25, -26, and -27, for which separate findings of fact have been issued. These
findings of fact are incorporated into this Master Plan approval by reference.
c. Master Plan Application consists of:
i. The above -referenced Master Plan, which includes the following information:
ii. The previously approved PUD consisted of approximately 450 acres. Applicants
propose to remove from the PUD approximately 21.56 acres of land along the
existing eastern boundary of the VNCC PUD and convey them to the City.
Applicants also propose to add to the VNCC PUD approximately 7.25 acres of
land that is east of Dorset Street and northerly and southerly of Park Road that is
to be conveyed to the Applicants. The combined area of the VNCC PUD subject
to the Master Plan is approximately 436 acres.
iii. The Master Plan proposes thirteen Project Areas, or development areas, not
including the Clubhouse Facility.
iv. Public amenities and facilities indicated on the plans are the recreation path and
the golf course.
V. The maximum impervious coverage proposed for the Property is 15% (30%
permitted). The maximum building coverage proposed for the Property is 7%
(15% permitted).
vi. A maximum of 1.2 units per acre is permitted in the Southeast Quadrant District.
The maximum development density for the Property, based on 436 acres of land,
is 523 dwelling units. The total number of residential dwelling units proposed by
2
the Applicants for the VNCC PUD is 353, which results in a density of
approximately .8097 units per acre.
vii. The traffic study submitted by Applicants predict a maximum PM peak hour VTE
count of 350.
viii. The master plan depicts all necessary infrastructure and locations.
ix. The master plan contains sufficient roadway detail.
X. The master plan depicts sufficient contour lines.
xi. Specific waivers from the LDR will be evaluated with subsequent preliminary
plat applications for each proposed development area.
d. Proposed Development Areas in the proposed Master Plan.
i. The Master Plan application for 13 development areas includes seven (7)
development areas for which there was no existing, valid City preliminary plat
approval at the time Applicants initially submitted the master plan application.
Two of these areas, Water Tower and Old School House Road, have received
separate Findings of Fact for their respective preliminary plat applications, which
as noted above, are incorporated into these Findings by reference. Since the
Applicants initially submitted the master plan application, these two development
areas have received final plat approval. The proposed development areas are as
follows:
Development Areas
I. Approved
at time that
Developers
submitted
Master Plan
application in
2003
Il. Master
Plan
Net Unit
Difference
between
Columns I.
and II.
Old School House Road
11
15
4
Holbrook Road and
Tabor Place
26
26
0
Fairway Drive
36
36
0
Economou Farm Road
23
23
0
Golf Course and
Park Roads
117
117
0
Four Sisters Road
37
37
0
Lots 39-42
4
4
0
Water Tower
4
9
5
Clubhouse
4
11
7
Park Road
2
15
13
Lot 108
0
18
18
Long Drive Subdivision
n/a
10
10
Wheeler Parcel
n/a
32
32
Unit Totals
264
353
89
II. CONCLUSIONS OF LAW
A. Evaluation of Compliance with Section 15.18(A)(1) through (3)
§I5.18(A)(1) Sufficient water supply and wastewater disposal capacity is available to meet
the needs of the project in conformance with applicable State and City requirements, as
evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and
Wastewater Permit from the Department of Environmental Conservation.
The VNCC PUD holds a valid water and wastewater allocation for a sufficient
capacity to serve all proposed development. Planned improvements to the SEQ's
water supply by the City are sufficient to ensure water supply and wastewater
disposal capacity.
§ 15.18(A)(2) Sufficient grading and erosion controls will be utilized during construction and
after construction to prevent soil erosion and runoff from creating unhealthy or dangerous
conditions on the subject property and adjacent properties. In making this finding, the DRB may
rely on evidence that the project will be covered under the General Permit for Construction
issued by the Vermont Department of Environmental Conservation.
Individual preliminary plat applications will be evaluated for conformance with this
criterion and the provisions of Article 16, Construction and Erosion Control.
§15.18(A)(3) The project incorporates access, circulation and traffic management strategies
sufficient to prevent unreasonable congestion of adjacent roads. In making the finding the DRB
may rely on the findings of a traffic study submitted by the applicant, and the findings of any
technical review by City staff or consultants.
There may continue to be site -specific access and circulation issues, particularly
related to fire protection. These are best addressed during preliminary plat review for
individual development areas.
B. Evaluation of Compliance with Section 15.18(A)(4) through (6), and (10)
§15.18(A)(4) The project's design respects and will provide suitable protection to wetlands,
streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural
features on the site. In making this finding the DRB shall utilize the provisions of Article 12 of
these Regulations related to wetlands and stream buffers, and may seek comment from the
Natural Resources Committee with respect to the project's impact on natural resources.
§15.18(A)(5) The project is designed to be visually compatible with the planned development
patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning
district(s) in which it is located.
C!
§ 15.18(A)(6) Open space areas on the site have been located in such a way as to maximize
opportunities for creating contiguous open spaces between adjoining parcels and/to stream buffer
areas.
§ 15.18(A)(10) The project is consistent with the goals and objectives of the Comprehensive
Plan for the affected district(s).
The proposed master plan layout meets these criteria. Applications for preliminary
and final plat approval for each of the development areas, except the Long Drive
Subdivision, will be evaluated for their individual compliance with these criteria as
well. Prior orders of this Court in this matter shall apply to the interpretation and
application of these criteria.
C. Evaluation of Compliance with Section 15.18(A)(7) through (9)
§ 15.18(A)(7) The layout of a subdivision or PUD has been reviewed by the Fire Chief or his
designee to insure that adequate fire protection can be provided, with the standards for approval
including, but not limited to, minimum distances between structures, street width, vehicular
access from two directions where possible, looping of water lines, water now and pressure, and
number and location of hydrants. All aspects of fire protection systems shall be designed and
installed in accordance with applicable codes in all areas served by municipal water.
§ 15.18(A)(8) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, and lighting
have been designed in a manner that is compatible with the extension of such services and
infrastructure to adjacent properties.
§ 15.18(A)(9) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner
that is consistent with City utility and roadway plans and maintenance standards, absent a
specific agreement with the application related to maintenance that has been approved by the
City Council.
The master plan proposes few substantial changes to the roadway and infrastructure
layout that has been proposed since 1995. Any site -specific concerns related to fire
protection will be addressed with the Fire Chief during preliminary plat reviews.
D. Evaluation of Compliance with Section 15.18(B)(1) through (4)
§ 15.18(B)(1) Open space and development areas shall be located so as to maximize the aesthetic
values of the property in keeping with the Comprehensive Plan goal of preserving and
enhancing the open character, natural areas, and scenic views of the Quadrant, while
allowing carefully planned development.
§ 15.18(B)(2) Buildings lots, streets and other structures shall be located in a manner that
maximizes the protection of the open character, natural areas, and scenic views of the
Quadrant identified in the Comprehensive Plan, while allowing carefully planned development
at the overall base densities provided in these Regulations.
§ 15.18(B)(3) Existing natural resources on each site shall be protected through the
development plan, including streams, wetlands, floodplains, wildlife habitat and corridors
including those areas identified in the South Burlington Open Space Strategy, and special
natural and/or geologic features such as. mature forests, headwaters areas, and prominent ridges.
§15.18(B)(4) Consistent with (1) through (3) above, dedicated open spaces shall be designed
and located to maximize the potential for combination with other open spaces on adjacent
properties.
The proposed master plan layout meets these criteria. Applications for preliminary
and final plat approval for each of the development areas, except the Long Drive
Subdivision, will be evaluated for their individual compliance with these criteria as
well. Prior orders of this Court in this matter shall apply to the interpretation and
application of these criteria.
E. Evaluation of Compliance with Section 15.18(B)(5) through (7)
§15.18(B)(5) The conservation of existing agricultural production values on lands in the
SEQ is encouraged through development planning that avoids impacts on prime agricultural soils
as defined in the South Burlington Open Space Strategy and provides buffer areas between
existing agricultural operations and new development, roads, and infrastructure.
Continuation of agriculture is not an issue for this proposal.
§ 15.18(B)(6) A plan for the proposed open spaces and/or natural areas shall be established
by the applicant describing the intended use and maintenance of each area. Continuance of
agricultural uses or enhancement of wildlife habitat values in such plans for use and maintenance
is encouraged.
Applicants propose to remove from the VNCC PUD and convey to the City 21.56
acres of land that the City will maintain. Otherwise, the proposed master plan does
not propose any areas to be "perpetually open." Applications for preliminary and
final plat approval for each of the development areas, except the Long Drive
Subdivision, will be evaluated for their individual compliance with these criteria as
well. Prior orders of this Court in this matter shall apply to the interpretation and
application of these criteria. In addition, any future proposal to amend or alter the
Master Plan or portions of it must comply with the City of South Burlington Land
Development Regulations then in effect.
§ I5.18(B)(7) In the absence of a specific finding by the DRB that an alternative location and/or
provision is approved for a specific development, the location of buildings, lots, streets and
utilities shall conform with the location of planned public facilities as depicted on the Official
Map, including but not limited to recreation paths, streets, park land, schools, and sewer and
water facilities.
on
Pursuant to 24 V.S.A. § 4421(2), upon recording of the final plats in connection with
the land exchange described in Paragraphs 1 and 13 of the Agreement, the Official
Map is modified without need for further action and upon such modification, the
proposed Master Plan will conform with the Official Map.
III.DECISION and CONDITIONS
Based on the above Findings of Fact and Conclusions of Law, Master Plan
application #MP-03-01 for 353 residential units, a clubhouse and an 18-hole golf
course on 436 acres is APPROVED, with the following conditions.
A. Approval of a Master Plan
Pursuant to Section 15.07(D)(1), the thirteen development areas, not including the
Clubhouse Facility, depicted on the Master Plan each have a suitable maximum
residential density, in terms of a number of units that can be reasonably
accommodated within the boundaries of the development areas approved in this
decision.
Pursuant to Section 15.07(D)(2), the following table specifies the levels of review
to be required for subsequent modifications of any of the approved fourteen
rlarPac•
U\+V V1V L11V11L
Development Areas
ui v.ay.
Master Plan
Status
Level of Review
Controlling
Approved
for Subsequent
Permit
Units
Permits
Clubhouse Facility
n/a
Constructed
Site Plan Review
SD-02-77
Only for changes
and amendments
Old School House Road
15
Built out
ZP for
SD-03-24
modifications to
& 26
houses
Holbrook Road and
26
Built out
ZP for
SD-02-61 & -
Tabor Place
modifications to
81
houses
Fairway Drive
36
Built out
ZP for
SD-02-61
modifications to
&- 81
houses
Economou Farm Road
23
Built out
ZP for
SD-00-58
modifications to
houses
Golf Course and
117
Under construction
ZP for new
SD-02-76 &
Park Roads
construction or
SD-01-64
modifications to
houses
Four Sisters Road
37
Built out
ZP for
SD-00-06
modifications to
houses
Lots 39-42
4
Built out
ZP for
Approved by
modifications to
Decision
houses
dated April
15, 1997
7
Water Tower
9
Built out
ZP for
SD-03-25
modifications to
& -27
houses
Clubhouse
11
ConceptuaVmaster
Proceed to
MP-03-01
plan
preliminary plat
for up to 11 units
Park Road
15
Conceptual/master
Proceed to
MP-03-01
plan
preliminary plat
for up to 15 units
Lot 108
18
Conceptual/master
Proceed to
MP-03-01
plan
preliminary plat
for up to 18 units
Long Drive Subdivision
10
Preliminary plat
Proceed to final
approved by V.R.C.P.
plat for up to 10
58 Judgment Order
units as provided
entered September 11,
in Paragraphs
2009, in Docket No.
7.a and 11 of the
69-3-02 Vtec
Agreement
Wheeler Parcel
32
Conceptual/master
Proceed to
MP-03-01
plan
preliminary plat
for i in to 32 units
Unit Totals
353
B. Master Plan Criteria Umbrella Criteria
The Court, acting as the Development Review Board, approves the following Master
Plan "umbrella criteria" pursuant to § 15.07(D)(3) and (6):
a. Overall density and number of residential dwelling units: A maximum number of
353 residential dwelling units are approved for the subject 436-acre Planned Unit
Development. This number of residential dwelling units in this PUT) results in an
approved maximum density of .8097 units per acre.
b. Building and impervious coverage: A total building coverage of 7% and a total
impervious coverage of 15% are approved for the VNCC PUD. These are overall
limits for the entire VNCC PUD subject to this approval. Within individual
development areas as described and approved in this application, these overall
limits may be exceeded provided the applicable SEQ zoning district limitations of
fifteen percent (15%) for buildings and thirty percent (30%) overall are met.
c. Location, layout, capacity and number of collector roadways: The collector
roadway system is approved as shown on the Master Plan.
d. Land development proposed in any area previously identified as permanent open
space in the approved Master Plan application: Applicants do not propose any
permanent open space as part of this Master Plan application. However, the
Master Plan application complies with Sections 15.18(A)(6), (13)(1)-(4).
e. Maximum number of vehicle trip ends: A maximum of 350 PM peak hour trip
ends from all approved residential and non-residential uses is approved for the
VNCC PUD.
C. Decision with Respect to Individual Development Areas — Previously Approved
The prior positive findings of fact and conclusions regarding the ten previously
approved development areas are AFFIRMED: the Clubhouse Facility, Holbrook
Road and Tabor Place, Fairway Drive, Economou Farm Road, Golf Course and Park
Roads, Four Sisters Road, Lots 39-42, Old School House Road, Water Tower and
Long Drive Subdivision. Modification of these areas is subject to review under the
terms of this Master Plan approval and all applicable City regulations.
D. Decision with Respect to the Individual Development Area that is Proposed to be
Modified:
The following development area that has been approved previously and which
Applicants propose to modify in conjunction with this Master Plan application is
APPROVED:
I. Clubhouse: This development area is suitable for development and is
approved for a maximum of eleven (11) residential dwelling units in
structures consisting of 1-4 dwelling units.
E. Decision with Respect to Individual Development Areas that are Proposed as Part
of this Master Plan application.
The following development areas that are proposed as development areas as part
of this Master Plan application are APPROVED:
1. Lot 108: This development area is suitable for development and is
approved for a maximum of eighteen (18) residential dwelling units in
structures consisting of 1-4 dwelling units.
2. Park Road: This development area is suitable for development and is
approved for a maximum of fifteen (15) residential dwelling units in
structures consisting of 1-4 dwelling units.
3. Wheeler Parcel: This development area is suitable for development and is
approved for a maximum of thirty-two (32) residential dwelling units in
structures consisting of 1-4 dwelling units.
IV. CONDITIONS
The following conditions are necessary for the Master Plan application to meet the City's
requirements and standards for approval:
A. The locations and uses of stockpiles, including erosion control measures
sufficient to meet the standards of Article 16 of the LDR, must be addressed prior
to approval of preliminary plat applications for any of the development areas.
B. Any application to place fill in any of the development areas shall be made
pursuant both to a preliminary plat application for each development area and
§3.12 of the LDR.
so
C. The applicant shall install recreation path or sidewalk connecting the Park
Road recreation path crossing with the sidewalk on the west side of Golf Course
Road prior to the issuance of any further preliminary plat approvals.
D. Any future requests for waivers will be reviewed in conjunction with the
preliminary or final plat reviews for the individual development areas.
E. Nothing in this Consent Order and Decree shall be construed as a covenant or
restrictive condition similar to the type found in In re Stowe Club Highlands,
166 Vt. 33 (1996) not to develop any portion of the Applicants' property at
some point in the future, including but not limited to those areas described in
Finding d(i), above. Either or both of the Applicants may at some point in the
future seek to amend or alter the Master Plan in due course, as it sees fit in its
sole discretion, but any such application(s) must comply with the City of
South Burlington Land Development Regulations then in effect.
V. RECORDING THE MASTER PLAN
The Master Plan may not be recorded unless and until the Closing referenced in
Paragraph 1 of the Agreement takes place. This Master Plan approval shall be null
and void if the Closing referenced in Paragraph 1 of the Agreement does not take
place. This approval of the Master Plan shall expire sixty (60) days after the Closing
referenced in Paragraph 1 of the Agreement takes place unless, within such sixty (60)
day period, such Master Plan shall have been duly filed or recorded with the office of
the City Clerk. The Master Plan may not be filed or recorded in the office of the City
Clerk until this approval is endorsed in writing by the Chair or Clerk of the DRB on
the Master Plan. The Chair or Clerk of the DRB shall endorse the Master Plan no
later than seven business days after the Closing described in Paragraph 1 of the
Agreement.
So Ordered:
Merideth Wright Environmen al Judge Date
DATED at Burlington, Vermont, this) .P vday of February, 2013.
Stitzel, Page & Fletcher, P.C.
Attorneys for the CITY OF SOUTH BURLINGTON
By: 0VVV�0�'6
Amanda S.E. Lafferty
10
DATED at Burlington, Vermont, this `litday of February 2013.
Paul Frank + Collins P.C.
Attorneys for the HIGHLANDS DEVELOPMENT
COMPANY, LLC and JAM GOLF, LLC
By; 0-1- Y)
Mark G. Hall
son13-002 golf course consent decree final 02-27-13.docx
11
southbudington
PLANNING & ZONING
Permit Number SD- Iq - d
?,
(office use only)
APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW
SOUTHEAST QUADRANT
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
rejected and a delay in the review before the Development Review Board. For amendments, please
provide pertinent information only.
1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #)
Highlands Development Company, L.L.C. (c/o Jim McDonald) P.O. Box 132, Lyndon Ctr., VT 05850-0132
Phone: (802) 626-5201
2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book: 428, Page: 78 (Parcel F)
3) APPLICANT (Name, mailing address, phone and fax #) wedgewood Dev. Corp. 41 Gauthier Dr., Ste 1 Essex Jct., VT 05452
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)
Option
5) CONTACT PERSON (Name, mailing address, phone and fax #)
O'Leary Burke Civil Associates (David Burke), 1 Corporate Drive, Suite #1, Essex Jct., VT 05452
5a) CONTACT EMAIL ADDRESS dwburke@olearyburke.com
6) PROJECT STREET ADDRESS: Dorset Street (Parcel F - VT. National)
7) TAX PARCEL ID # (can be obtained at Assessor's Office) Tax Parcel 0293-000OA
8) PROJECT DESCRIPTION
a) General project description (explain what you want approval for):
A 8 Lot, 11 Unit PRD, comprised of 7 single family lots & 2 Duplexes served by municipal water, sewer & a Public Road.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com
b) Existing Uses on Property (including description and size of each separate use)
Vacant Parcel
c) Proposed Uses on property (include description and size of each new use and existing uses to
remain) 11 Units, comprised of seven single family lots with Custom Homes (2,500 - 3,500 sf ea.) & two duplexes (2,150 s.f per Unit)
d) Total building square footage on property (proposed buildings and existing buildings to remain)
Roughly 29,600 sf based on an average of 3,000 s.f. per single family home and 2,150 s.f. per Duplex Unit (each).
e) Proposed height of building (if applicable) 1-112 to 2 stories front facade; 1-1/2 to 3 stories rear facade
f) Total parcel size(s) 4.42 acres
g) Other (list any other information pertinent to this application not specifically requested above, please
note if Overlay Districts are applicable) N/A
9) 9a: SEQ SUBDISTRICT (identify in each)
Acreage Units Existing Units proposed
NRP
NRT
NR 4.42 0 11
VR
VC
9b: Are Transfer of Development Rights (TDRs) being utilized? No
If yes, please identify how many and from which parcel (street address)
10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements,
covenants, leases, rights of way, etc.) Existing sewer and water lines / easements.
11) LOT COVERAGE
a) Building: Existing 0 %
b) Overall (building, parking, outside storage, etc)
Existing
c) Front yard (along each street) Existing %
Proposed 13 %
Proposed 23 %
Proposed 6 %
2 Southeast Quadrant Sketch Plan Application Form. Rev. 12-2010
12) PROPOSED EXTENSION 'RELOCATION, OR MODIFICA -rION OF MUNICIPAL
FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.)
Proposed Public Road; connecting to Foulsham Hollow Road. Connection to municipal sewer and water supply.
13) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING
ADDRESSES (this may be provided on a separate attached sheet and on pre -stamped and pre -
addressed en velopex The city will add the return address).
14) ESTIMATED PROJECT COMPLETION DATE 2014 - General Construction; 2014 - 2017 Units
15) PLANS AND FEE
Plat plans shall be submitted which shows the information required by the City's Land Development
Regulations. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be
submitted. The application fee shall be paid to the City at the time of submitting the application. See the
City fee schedule for details.
I hereby certify that all the information requested as part of this application has been submitted and is
accurate to the best of my knowledge.
SIGNATURE OF APPLICANT
GNATURE OF PROPERTY OWNER
Do not write below this fine
DATE OF SUBMISSION:
I have reviewed this sketch plan application and find it to be:
Incis C/oniplete F1 nc plete
o
/Administrative 6fficer Date
The applicant orpermittee 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.
Southeast Quadrant Sketch Plan Application Form. Rev. 12-2010
ray
From: David Burke <dwburke@olearyburke.com>
Sent: Wednesday, March 12, 2014 3:23 PM
To: ray
Cc: tom@sheppardcustomhomes.com; Peter Heil
Subject: 5041 VT. National - Parcel F
Ray: Please forward the Sketch Plan Staff notes for VT. National — Parcel F and Agenda for the
3/18/14 DRB hearing once available. For you information, Tom Sheppard did speak with
Dennis Rouille who informed him that he intends to place the top coat of pavement on
Foulsham Hollow Road, this Summer, which presumably will allow him to seek Town
ownership of the Public Road.
I know you mentioned that this shouldn't be an issue for Sketch, but I thought I'd pass along
our follow-up. We suggest Sketch and Preliminary could be granted, but while not an issue
based on the above, Final approval will either need to wait for Foulsham Hollow Road to
become Public and/or Final would need to include a condition that it become Public prior to
filing of the mylar and/or issuance of a Building permit (Site Construction).
David W. Burke
1
— _ _ — — _I _ _ 1 _p _ —
S,iilrJi • _ '•7;
Dorset Street
T
�rMi z•6wO
_420--— ---
----------
12,300 sf
—� >
Typical 40' X 60' Single -� < v / / / i T —
Family Home (5hown for / / Y di?•
pictorial purposes only)
The actual homes will be
'Custom" and their sizes
locations will wry ` ., / / /
/
dependent upon the
pospective purchaser's
needs.
J /
♦/ ho
Project Information:
Parcel F: 4.22 acres
Zoned: SEQ - NR
Max. Density: 11 Units per Master Plan;
11 Units proposed
Min. Front Yard Setback: 20 feet
Min. Side Yard Setback: 10 feet
Min. Rear Yard: 20 feet (See Proposed)
Dorset Street setback: 50 feet; *
Waiver requested to 36' for Unit 8C
41.5' for Unit 81)
Legend
Project Boundary
.. _... — New Property Line
Abutting Property Lire
Iran Pipe/Rebar Found
❑ Concrete Monument Feud
Iron Pipe to be Set
■ Concrete Monument to be Set
Sideline of Easement
Building -Setback Line
.zz Existing Ground Contar
,a, Utility Pole
Edge of Wetki d
Existing J /
12" Gate
Valt+c
— 430
—--------� ox� _aTw �—wA,ER.—
..rxa,�x.,..��„ax
I Lot06 I II I
I� fE,60Qst I I I I
_ I I I I 1 ■
_ I
` Wetand B°ffe
■
nm vuI I , �w uil,. I Install ct, Fence
soand
N/F I Unlit ■t CoCanetract an rape
wsfla d /il`— Prior to Construct on
Limit of ■
Wetland
■
of I
�mt oayBaf �..
fq, � ■
GRAPHIC SCALE
ua
( IN FEET ) \ ■
I inch 30 fl
Owner:
Highlands Development Company, LLC.
c/o Jim McDonald
P.O. Box #132
Lyndon Ctr., VT05850-0132
Applicant:
Wedgewood Development Corporation
c/o Tom Sheppard
41 6outhier Drive, Suite #1 \ ° , �`- ■
Essex Jct., VT 05452 OTEARY-]
CIVIL ASSOCU
pttltlU�` F e weI
l
,t#4 Tr
500 sf I I Lot At
16.000
I
I I I
I I I
I I
I I
I I
I I
I I
I II
L ,
/
Existing 5' wide \
Concrah Side■dk
I �\
Existing 26' \
wide Qrbed \ \
CITY OF SOUTH BURLINGTON
DEPARTMENT OF PLANNING & ZONING
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
(802) 846-4106
FAX (802) 846-4101
August 10, 2007
David W. Burke
O'Leary -Burke Civil Associates, PLC
1 Corporate Drive, Suite 1
Essex Junction, VT 05452
Re: Water Tower Parcel — VT National Reduction of Letter of Credit #1174371
Dear Mr. Burke:
This is in response to your letter of August 7, 2007 seeking a reduction in Letter of Credit
#1174371. Please be advised that the City hereby reduces the above referenced Letter
of Credit from $122,500 to $12,250.
Please forward me the revised Letter of Credit in the amount of $12,250.
Sincer
R on J. Belair
Administrative Officer
O'Leary -Burke Civil Associates, PLC
CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING
August 7, 2007
Mr. Ray Belair, Zoning Administrator
City of South Burlington
575 Dorset Street
So. Burlington, VT 05403
Re: Water Tower Parcel — VT. National
Reduction in Letter of Credit # 1174371
Dear Ray:
We are writing on behalf of Wedgewood Development, LLC. as a follow
up to our March 8, 2007 and June 1, 2007 request for a reduction in the June
14, 2006 Letter of Credit to $19,470.05.
As a follow-up to our March 8, 2007 submittal, Bill Szymanski, City
Engineer called stating the need for the following:
1. Water & Sewer Testing / Certification: Provided in June 1, 2007
submittal,
2. Pole Mounted Street Light to existing GMP pole #58 and new Street
light at Sta. 14+60 Right: These lights have been installed,
3. Curbing of interior Cul-de-Sac island: The curbing has been installed.
The top coat of pavement remains. The actual total J.A. McDonald, Inc.
Construction amount was $206,517.80, of which $187,047.75 has been paid.
Therefore we request a reduction to $19,470.05 ($206,517.80 - $187,047.75
= $19,470.05). Said request would represent a reduction to 15.9% of the
original $122,250 Letter of Credit.
Once the top coat of pavement and a Public Works and/or City
Engineer walk-thru is completed 2007, we will request a reduction in the
Letter of Credit to $12,250 or 10% of the Letter of Credit. We understand that
once a reduction to 10% is authorized, a Warranty Period of two (2) years will
follow. If you have any questions, call.
David W. Burke
Enc.
cc: Tom Sheppard
1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452
TEL 802 878 9990 I FAX 802 878 9989 I obca@olearyburke.com
P410»S 11,'4It 0(� 5
O'Leary -Burke Civil Associates, PLC
CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING
March 8, 2007
Mr. Ray Belair, Zoning Administrator
City of South Burlington
575 Dorset Street
So. Burlington, VT 05403
Re: Water Tower Parcel — VT. National
Reduction in Letter of Credit # 1174371
Dear Ray:
On behalf of Wedgewood Development, LLC. we are requesting a
reduction in the attached June 14, 2006 Letter of Credit to $19, 470.05.
J.A. McDonald Inc. performed the construction in the fall of 2006 and
construction is complete except for top coat of pavement and spring 2007
clean-up.
The actual total J.A. McDonald, Inc. Construction amount was $206,
517.80, of which $187,047.75 has been paid. This request for a reduction to
$19,470.05 is based on the amount remaining and represents a reduction to
15.93% of the original $122,250 Letter of Credit.
Once the top coat of pavement, spring clean-up and a Public Works
walk-thru is completed in Spring 2007, we will request a reduction in the
Letter of Credit to $12,250 or 10% of the attached Letter of Credit. We
understand that once a reduction to 10% is authorized, a Warranty Period of
two (2) years will follow. Please let us know at your earliest convienence if
you need additional information to process this request.
Sincerely,
David W. Burke
Enc.
cc: Tom Sheppard
1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452
TEL 802 878 9990 I FAX 802 878 9989 I obca@olearyburke.com
June 14, 2006
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Re: Irrevocable Standby Letter of Credit #1174371
Wedgewood Development Corporation
P.O. Box 907
Williston, VT 05495
Dear Beneficiary:
We hereby establish our Irrevocable Standby Letter of
Credit #1174371 in favor of City of South Burlington for the
account of Wedgewood Development Corporation up to an aggregate
amount of $122,250.00 available by your draft or drafts on us at
sight accompanied by:
1.) the original Letter of Credit and all amendments, if
any,
2.) a written statement signed by an authorized officer of
City of South Burlington that these funds are due you under
the terms of your agreement with Wedgewood Development
Corporation, accompanied by
3.) a current secretary certificate or resolution from City
of South Burlington that the officer is authorized to sign
on behalf of City of South Burlington.
If your demand represents a partial drawing hereunder, we will
endorse the original credit and return same to you for possible
future claims. If, however, your demand represents a full
drawing, or if such drawing is presented on the day of the
relevant expiration date hereof, we will hold the original for
our files and remove same from circulation.
Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com
1
All drafts must be marked under Letter of Credit #1174371.
We engage with you that all drafts drawn under and in compliance
with the terms and conditions of this credit will be duly honored
on delivery of documents as specified if presented at this office
on or before October 15, 2007.
Except so far as otherwise expressly stated, this credit is
subject to the "International Standby Practices ISP 98 (1998
Revision), International Chamber of Commerce Publication #590"
Very truly yours,
Brian D. Messier
Banking Officer
Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com
JUN-14-2006 08:14 From:+OLEARYBUP— 3028789989 To:80P P.213
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JIV-13-200t 12:EOP :'FOM:CITY OF '-uJfla SUFLIN 62284C,4101 T0:9972 - P,i
SUBDIVISION
LETTER OF CREDIT AGREEMENT
T I ' AGREE ENT exoruted in triplicate between
/ , of
here' after refe red to as "DEVELOPER", _
OF hereinafter referred to as "B NK", and
hereinafter referred to as
"MUNI IPALITY".
WI TNFSSETH:
WHEREAS, Developer has received final subdivision approval from the
MUNICIPALITY'S Development Review Board for the development of a
subdivision consisting of lots with related improvements, in a
development io be kno n as
�.� �
_._ , a9 depicted on and in accordance with the specifications as set forth on
she_et' of on the final pl pla enti led /� /
ram- - 2e "me 6 dated
I r arf c. , as recorded in Book
pages of thelkand Refords of the City of South Burlington;
WHEREAS, DEVELOPER is required by said approval, at its own
expense, to complete the construction of the development site in accordance
with the plan approved by the Development Review Board;
WHEREAS, the parties to the Agreement wish to establish a mechanism
to secure the obligations of the DEVELOPER for the work as set forth above, and
WHEREAS, the BANK executes this Agreement solely in the capacity of
issuer of a Letter of Credit hereinafter specified;
NOW, THEREFORE, the parties hereby covenant and agree as follows:
1. DEVELOPER will, at its own expense, complete the following
construction as depicted and In accordance with the specifications set forth in
said fins]J plat and related dgi;Um41 ts_ J % ¢ }
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4; _
2_ The Developer shall complete the improvements set forth in Paragraph
1 no later than
3. DEVELOPER shell replace or repair any defective or improper work or
materials which may be recognized within one year after completion of the
irprovements set forth in Paragraph 1. For the purpose of this Agreement
"completion" shall be deemed to have occurred when the MUNICIPALITY has
inspected and approved the construction of all the improvements required by this
Agreement and issued written notice to the DEVELOPER that the construction is
complete.
4. For the guarantee of DEVELOPER's performance of all requirements
hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable
Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to
the MUNICIPALITY's copy of this !Agreement, and a copy of which is attached to
the DEVELOPER'S (ropy of this Agreement. During the term of this Agreement,
DEVELOPER shall cause the attached Letter of Credit to be renewed at least
thirty (30) days before the maturity date thereof. Failure of the DEVELOPER to
deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the
date of expiration of said Letter of Credit shall constitute a default of the terms of
this Agreement
5. Said Irrevocable Letter of Credit provides that the drafts drawn under
said credit, must be accompanied by a written statement signed by a duly
authorized agent of the MUNICIPALITY, that in the judgement of the
MUNICIPALITY, the DEVELOPER is in default under the terms of this
Agreement, and that the funds to be drawn by the draft are in payment for, or in
anticipation of payment for materials, labor and services required for completion
of the improvements identified in Paragraph 1, Payment of each draft will be
made at sight when presented to the BANK by the MUNICIPALITY, the payment
limited only by the aggregate amounts presented in relationship to the maximum
amount of the letter of Credit. If DEVELOPER shall be in default of the
Agreement for seven (7) days because of its failure to provide evidence of
renewal of the Letter of Credit, required in paragraph 4 above, the
MUNICIPALITY shall notify DEVELOPER by certified mail of said default.
DEVELOPER shall then within three (3) business days provide MUNICIPALITY
with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify
BANK of such default and request payment under said Letter of Credit.
8. The DEVELOPER and MUNICIPALITY hereby agree that the sum of
( ��2 ;:z Ar0shall be sufficient to
secure DEVELOPER's obligations under this Agreement but shall not relieve
DEVELOPER from the obligation to pay any additional costs, if actual costs
exceed the above -stated cost,
-2-
JI_I1I-1^-�'t=11=1- 1�:�1F' FROM: -IT`,, nF-'�II_ITH BUPLIH [;t_1�']4I 41t=11 P.
7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of
any draft it submits to the BANK, The consent of the DEVELOPER to payment
of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not
be required.
8. The MUNICIPALITY shall not file with the BANK a Statement of Default
until ten (10) days after notice has been sent to the DEVELOPER, by certified
mail, setting forth its intention to do so.
9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the
Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of
completing construction of the improvements identified in Paragraph 1. Any work
contracted for by the MUNICIPALITY pursuant hereto shall be let on a
contractual basis, or on a time and material basis, or shall be performed by the
MUNICIPALITY's own work force and equipment, or shall be accomplished in
such other manner as in the judgement of the MUNICIPALITY shall accomplish
the work more expeditiously and economically.
10. If payments are drawn on the BANK by the MUNICIPALITY pursuant
to said Letter of Credit, and it shall later develop that a portion of the monies
drawn are in excess of the MUNICIPALITY's needs, any such excess amount
shall be refunded by the MUNICIPALITY to the BANK, to be credited by said
BANK to the DEVELOPER.
11. This Agreement and said Letter of Credit shall terminate and shall be
of no force and effect upon completion of one year warranty period as described
in the above Paragraph 3. If the MUNICIPALITY has not delivered any written
notice to the DEVELOPER of any defective or improper work or materials in the
construction of the improvements within the twelve (12) month period, or if notice
has been given and the defective work or materials have been corrected by the
DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that
the Letter of Credit may be cancelled, and shall return the original Letter of Credit
to the BANK, and both the DEVELOPER and the BANK shall be released from
all obligations hereunder and under said Letter of Credit.
12. Upon request of DEVELOPER, but only at the sole discretion of the
MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said
Letter of Credit required hereunder if the MUNICIPALITY believes that the full
amount of said Letter of Credit is no longer necessary to protect its interest, and
shall notify the BANK in writing of such reduction in the amount of the Letter of
Credit.
13. The BANK may not modify the Letter of Credit without first receiving
written consent of the MUNICIPALITY.
- 3 -
TI_IPJr 1^-2FIF1_ 1c'':-'IF' FP-iM:1:=ITY CIF '11_ITH BURLIH 8026464101 P.4
J
14. DEVELOPER hereby agrees to indemnify and hold BANK harmless
from all claims, causes of action or liability of any kind arising out of this
Agreement or the issuance by BANK of this Letter of Credit, including attorney's
fees, as long as BANK follows the terms and conditions outlined in said Letter of
Credit.
15. This agreement shall be binding on all parties hereto and their
respective heirs, executers, administrators, successors, and assigns.
Dated at Kk f\�Ck_ y Vermont, this day of
73ZI.I \-A I 20QL,_t
IN.THE PRESENCE OF-
,r
B y: �f
Duly razed Agent
(DEVELOPER)
Dated at ?X-4 0 , Vermont, this day of
--�', y q 20_o1of\
THE PRESENCE OF:
IQuly Authorized Agent���
(BANK)
Dated at zu(�r' Vermont, this day of
�lan� F 20
��
he
Z, , xllirmw�
By: C � , t 0-- 1
Duly Authorized lAgent
(CITY OF SOUTH BURLINGTON)
-4-
JUN-07-2006 WED 04:17 PM J. P MCDONALD
Water Tower
Description
Mobilization
Clear and Grub
Excavation
Subbase
Pavement
Sewer Manholes
Sewer
Sewer Services
Water 4 inch
Water services
Trees
Conduits
Topsoil and Clean-up
Erosion Control
Unit I Quantity
—
Ac 0.25
Cy 1333
cy 1040
ton 350
each 2
LF 165
LF 370
LF 500
LF 455
each 9
each 24
LF B50
LS 1
LS 1
FAX N0.
80262680�11
ect - Infrastructure Costs Analysis _
Totals
Costs
2800
-- 2800 _
-- 4500
1125
4:10
5465.3 _
18,50
19240
58,00
20300—
- 2025 —
4050
25' 00
-- 4125
7770—
- — 21.00
-- 27.50
13750
14.00
6370_
250 —
_ 2250
7800
23.50
19975
5610�
5610
1618
-- —1 $122,248,
Totals
P. 02/02
City of South Burlington
575 DORSET STREET
SOUTH BURLINGTON, VERMONT 05403
FAX (802) 658-4748
PLANNING
(802)658-7955
September 14, 1998
Mr. John Osgood
JAM Golf LLC
1227 Dorset Street
South Burlington, Vermont 05403
Re: Zoning Board of Adjustment Hearing
Dear Mr. Osgood:
ZONING
(802)658-7958
Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at
the City Offices, Conference Room, 575 Dorset Street on Monday, September 28, 1998 at 7:00
P.M. to consider your request for a conditional use approval.
Please plan to attend this meeting and be prepared to address the enclosed review criteria. If you
have any questions, please don't hesitate to call me.
Very truly,
Richard Ward,
Zoning Administrative Officer
RW/mcp
1 Encl
SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT
STATE OF VERMONT
COUNTY OF CHITTENDEN
CITY OF SOUTH BURLINGTON
Re: 1AM Golf L.L.0 Request for a conditional use,
John Osgood, agent 1227 Dorset Street
Findings of Fact Conclusions of Law & Order
This matter came before the South Burlington Zoning Board of Adjustment on September 28, 1998 by
application of JAM Golf L.L.C. for a conditional use approval to amend an existing approval on April 8, 1996.
Proposed is the construction of a 12,500 square foot clubhouse, a 35' x 75' swimming pool and two (2) tennis
courts in conjunction with a planned residential development and a 18 hole golf course, d.b.a. Vermont
National Country Club located at 1227 Dorset Street according to plans submitted. The Board of Adjustment
finds as follows:
The area in question is zoned SEQ District.
2. Section 6.20 Conditional uses, sub -section 6.201 outdoor recreational facilities and sub -section 6.208
Accessory uses requires Board of Adjustment approval.
Section 26.056 Alterations, changes or extensions of a conditional use is subject to review and
approval by the Board
4. The previous approval (April 8, 1996) included a golf driving range, clubhouse, sales/administrative
office and the 18 hole course.
The residential development has been amended and approved by the Planning Commission, total of
244 residential units.
6. A revised traffic assessment submitted by Fuss & O'Neill, Inc., dated September 22, 1998 attest to an
increase of weekday peak hour trips of 39.
7. The level of service will change from service B to service C which will cause delays of less than 10
seconds.
8. The increase in the size and seating capacity of the proposed clubhouse is not expected to have any
significant impact on the Swift Street/Dorset Street intersection.
9. Additional sewer allocations is required, however, capacity is available, therefore, no adverse impact is
expected.
10. No evidence presented to demonstrate negative impacts on the character of the area.
11. Previous approved parking lot contained 178 spaces, new lot proposes 145 paved spaces and 74
grassed overflow spaces.
ORDER
The conditional use to construct a clubhouse, swimming pool and two tennis courts at Vermont National
Country Club is hereby GRANTED
Dated at City Hall, South Burlington, Ve nt &Y14
T 1998
;I
(Fred Blais, Chairman
South Burlington Zoning Board of Adjustment
OCT 19 W8
Memorandum - Planning
September 22, 1998 agenda items
September 18, 1998
Page 2
4) JAM GOLF LLC - CLUBHOUSE POOL & TENNIS COURTS - SKETCH PLAN
This project consists of amending a previously approved plan for a planned residential development
consisting of 244 residential units and an 18 hole golf course. The amendment consists of: 1) razing
a single family dwelling, 2) constructing a 14,000 square foot clubhouse, 3) constructing two (2)
tennis courts, 4) constructing a 35' x 75' swimming pool, 5) converting the temporary clubhouse to
a pool changing/tennis pro shop building, and 6) expanding the parking area. The last review of this
site by the Commission was on 7/14/98 (minutes enclosed). The ZBA on 9/28/98 will consider a
request from the applicant for a conditional use permit.
Access/circulation: Access is provided by a 27 foot cub cut on Dorset Street serving as the main
access to the golf course and clubhouse area. Access is also provided by a 17 foot curb cut at the
south end of the site to provide access to an employee parking lot and the service drive to the
clubhouse.
Circulation on the site is adequate.
Coverage/setbacks: Building, overall and front yard coverage information should be provided with
the next level of review submittal.
Setback requirements are met.
Parking: There are no parking standards for golf courses in the zoning regulations. The previously
approved plan for this area included 159 gravel spaces. This current plan proposes 198 spaces plus
31 overflow spaces for a total of 229 spaces.
The plan for the next level of review should be revised to provide 24 foot aisles for the double rows
of parking and 22 foot aisles for the single rows of parking. The plan should also show handicapped
spaces and a bike rack.
Staff is concerned with the amount of parking located along Dorset Street. Staff recommends at least
a 50 foot green strip between the cart path and the parking lot.
Landscapin. The plan for the next level of review should include a detailed landscaping and planting
schedule.
2
Memorandum - Planning
September 22, 1998 agenda items
September 18, 1998
Page 3
Traffic: A revised traffic assessment should be submitted. Applicant has indicated that this will be
available for the meeting.
Sewer: The submittal for the next level of review should include the revised sewer allocation request,
if any.
Lighting_ The submittal for the next level of review should include details (cut -sheets) for all existing
and proposed exterior lighting and show locations on the plan.
Dumpster: The plan for the next level of submittal should show the screened dumpster storage areas.
5) JAM GOLF LLC - RELOCATE RECREATION PATH - SKETCH PLAN
This project consists of amending a previously approved plan for a planned residential development
consisting of 244 residential units and an 18 hole golf course. The amendment consists of relocating
the recreation path.
The recreation path as currently approved runs north -south along the western boundary of 25 lots
located on the east side of Dorset Street. The applicant proposes to relocate the recreation path to
the east so that it runs along the street r.o.w. of Golf Course Road. In addition, the applicant will
construct three (3) Overlook Terraces to provide public viewing areas. A representative from the
Recreation Path Committee will be available at the meeting.
Condition #20 of the 6/18/96 approval and condition #18 of the 4/15/97 approval require that the
recreation path which is to be constructed by the applicant be constructed prior to occupancy of the
first residence. There are currently three (3) duplexes under construction.
2) JAM GOLF LLC - JOHN OSGOOD AGENT, 1227 DORSET STREET
Area zoned SEQ District.
Section 6.20 Conditional uses, subsection 6.201 outdoor recreational facilities and sub -section
6.208 accessory uses.
Zoning Board granted conditional use on April 8, 1996.
Section 26.056 alterations, changes or extensions of conditional use subject to review and
approval.
Proposed is a 12,500 square feet clubhouse, a 35' x 75' swimming pool and two (2) tennis courts.
Previously approved: 18 hole golf course, golf driving range and sales/administrative office in
conjunction with a residential development consisting of 191 single family lots and 40 multi -family
units.
2
TAX MAP #: 72-1-40
FILE #: 96-04,97-26
LOCATION: 1235 DORSET STREET
GRAND LIST #: 0570-01235-R
DATE
APPLICATION
PURPOSE
6-21-88
DISCUSSION
RES./COMM.
3-8-95
SK
GOLF COURSE/RES. PUD
9-26-95
SK
if 11 " if
2-27-96
PP
" if if if
4-8-96
CUP
GOLF COURSE
5-14-96
FP
PHASE lA
6-11-96
RFP
"
6-18-96
FP
" 1B
4-15-97
FP
" II-116 LOTS
5-27-97
SK
DUPLEXES
6-9-97
APPROVAL
TEMP. HOUSING
8-12-97
RFP PHASE 1B DUPLEXES
9-23-97
SK AMEND PHASE 1B #14
4-14-98
RFP
if if If If
5-26-98
SK MODIFY 4 SISTERS RD.
7-14-98
RFP
MODIFY 4 SISTERS RD
7-14-98
RFP
MODIFY CLUBHOUSE
7-21-98
SK
DUPLEX FOOTPRINTS
FILE NAME:
ECONOMOU FARMS, INC.
it n if
II tl
EZP GOLFCO, INC.
ECONOMOU FARMS, INC.
11 11 II
n n n
n n n
ECONOMOU FARM GOLF COURSE
ECONOMOU FARMS, INC.
if if
ECONOMOU FARMS, INC.
if n It
if if if
SOUTH BURLINGTON
ZONING NOTICE
In accordance with the
South Burlington Zoning
Reggulations and Chapter
117, Title 24, V.S.A., the
South Burlington Zoning
Board of Adjustment will
hold a public hearing at
the South Burlington
Municipal Offices, Con-
ference Room, 575 Dor-
set Street, South Burling-
ton, Vermont on Monday,
September 28, 1998 at
7:00 P.M. to consider the
following:
#1 Appeal of David B.".
Flagg seeking approval
from Section 15.20 Auto-
motive sales & service
and Section 26.056 ex-
tensions and alterations
of the South Burlington
Zoning Regulations. Re-
quest is for permission
to construct a 20'x36'
addition to an existing
automotive sales and
service use, d.b.a. Auto-
haus and Dave's Auto-
motive, located at 10
Gregory Drive.
#2 Appeal of Jed Lowy
seeking a variance from
Section 25.00 Dimen-
sional requirements of
the South Burlington
Zoning Regulations. Re-
quest is for permission
to construct a 16'x24'
one story addition to
within three (3) feet of
the southerly side yard
and exceed lot coverage
by approximately 41% on
a lot containing approxi-
mately 2500 square feet,
located at 4 Shaw Ave-
nue, Q.C.P.
#3 Appeal of JAM �014
LLC John Osgood agent;'
seeking approval from
Section 6.20 Conditional
uses and Section 26.056
extention and changes of
the South Burlington
Zoning Regulations. Re-
quest is for permission
to amend an existing
conditional use approval
(April 8, 1996) proposed
is the structure of a 12,-
500 square feet club
house, a 35'x75' swim-
ming pool and two (2)
tennis courts in conjunc-
tion with a planned resi-
denial development and
a 18 hole, golf course,
d.b.a. Vermont National
Country Club located at
1227 Dorset Street_
#4 Appeal of Eugene &
Patricia Reilly seeking a
variance from Section
25.00 Dimensional re-
quirements of the South
Burlington Zoning Regu-
lations. Request is for
permission to construct a
12'x18'6" covered deck
to within twenty-five (25)
feet of the southerly front
yard and eighteen (18)
feet of the easterly side
Yard, located at 35 Mary-
land Street.
Richard Ward
Administrative
Officer
September 12, 1998
....._.....-...
f
A
\MAIN ENTRANCE
J I
DORM ramT
�--�-y EXISTING
-�LJLL PARKING LOT
4- TO FIRST TEE
TTTl _ --
RE: CE I VE D
SEP 0 9 1998
City of So. Burlington
MASTER PLAN
FoR
VERMONT NATIONAL
COUNTRY CLUB
SEPTEMBER 1, 19 9 8
TRUER CULLIN S A N D P A R T N E R S. ARCHITE CTS
BURLINGTO N, VERMONT
SASAKI ASSOCIATES, INC
WATERTOWN, MASSACHUSS.
ETTS
PI�
City of South Burlington
Application to Board of Adjustment
Name of applicant(s) JAM GOLF, LLC
Official Use p
APPLICATION # L� f
HEARING DATE 6FILING DATE /
FEE AMOUNT ���l44.1
Address 1997 Dorset Street Telephone # 964— 7770
Represented byJohn Magnus, John Osgood
Landowner ,TAM COTy., T,T,C Address 1227 Dorset St.
Location and description of property East & West sides of Dorset street, Swift street to Cross Rd.
Adjacent property owner(s) & Address
As submitted with previously approved permit. 4/26/96
Type of application check one: ( ) appeal from decision of Administrative Officer (x) request for a conditional use
( ) request for a variance (x) Request for a modification of a previously issuedconditional
use ermit. 4 226 96
I understand the pres�'ntation proc dur s required by State Law (Section 4468 of the Planning & Development Act). Also
that hearings are held twice a month, (second and fourth Mondays). That a legal advertisement must appear a minimum of
fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing.
Provision of zoning ordinance in question Section 6.20 as it applies to S.E.Q. district.
Reason for appeal
Other documentation
Dq199
ate
Site plans
Do not write 106w this line
SOUTH BURLINGTON ZONING NOTICE
In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington
Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room,
575 Dorset Street. South Burlington, Vermont on Monday, at 7:00 P.M. to consider the
following:
Appeal of
L/ e, L0.1/7'e'1A 1ZJ0C;
c; v
seekingw. g from Sectionsc..- • Q.+_.s�
%-7
of the South Burlington Zoning Regulations. Request is for permission toy_,
City of South Burlington
Application to Board of Adjustment
Name of applicant(s)
JAM GOLF, LLC
Official Use
APPLICATION #
HEARING DATE
FILING DATE _
FEE AMOUNT
Address 1227 Do get Street Telephone # 864— 7770
Represented b�cTohn Magnus, John Osgood
Landowner TAM (-,0i F- i i C Address 1227 Dorset St.
Location and description of property
Adjacent property owner(s) & Address
East & West sides of Dorset street, Swift street to Cross Rd.
As submitted with previously approved permit 4/26/96
Type of application check one: ( ) appeal from decision of Administrative Officer (x) request for a conditional use
( ) request for a variance (x) Request for a modification of a previously issuedconditional
1 understand the presEntalon procUurls required by State Law (Section 4468 of the Planning & Development Act). Also
that hearings are held twice a month, (second and fourth Mondays). That a legal advertisement must appear a minimum of
fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing.
Provision of zoning ordinance in question Section 6.20 as it applies to S.E.Q. district.
Reason for appeal N/A
Other documentation Site
ate
Do not wri"Yoelow this line
In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington
Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room,
575 Dorsct Street. South Burlington, Vermont on Monday, at 7:00 P.M. to consider the
following:
Appeal of
seeking a from Section
of the South Burlington Zoning Regulations. Request is for permission to
14"'
9—e9-1998 7 SGAM FROM
P. 2
V
1s
Ir
ECONOMOU FARMS GOLF COURSE
SOUTH BURLINGTON,,VERMONT
ACT 250 SCHEDULE• E
ADJOINER INFORMATION
Last
First
Street
City
ST
ZIP
Bell
Roy $ Nancy
205 Neadowood Drive
S. Burlington
VT
05403
Boerger
Ed 8 Carolee
209 Meadowood Drive
S. Burlington
VT
05403
Bourges
Greg & Cindy
53 Butler Drive
S. Burlington
VT
05403
Jj�v
u�L
Ma*-NK+f►s�
50. Most Glen. lane
S. Burlington
VT
05403
Champlain
Hater
District
Box 2085
S. Burlington
VT
0%03
Corrigan
Hiltiom &
Pouts
49 Butler Drive
S. Burington
VT
05403
Diferdinan
do
Robert & Jane
48 Noss Gler, Lane
S. Burlington
VT
05403
Dragon
Arnond and
Mary
43 Butler Drive
S. Burlington
VT
05403
Dunleavy
John and
Sheila
57 Butler Drive
S. Burlington
VT
05403
Family
Isham
1225 Dorset Street
S. Burlington
VT
05403
Farrell
Jane G.
1350 Spear Street
S. Burlington
VT
05403
' Gafford
coor9e &
Happy
41 Butler Drive
S. Burlington
VT
05403
ott
Arthur
215 Meadowocd Drive
S.Burlington
vT
05403n
F
Nat & Toni
29 gutter Drive
S. Burlington
vT
05403
Mr. Pout F.
1200 Dorset Street
S. Burlington
VT
05403
ners
etio
Ridgewood
7 Concord Green
Box 2251
S. Burlington
VT
05403
Hugo
Mr. Larry
94 East Roar!
Colchester
VT
05446
Incovo
Stephen and
Kerry
55 Butler Drive
S. Burlington
VT
05403
Jackson
Jeff & Mary
29 Sunderland wood
Drive
Colchester
VT
05446
Jackson
Jeff & Betsy
51 Butter Drive
S. Burlington
1 VT
05403
Kay
Ns.
' Nargorie
Meyer
Mr. Randall
28 Dld Cross Road
S. Burlington
VT
05403
Kleh
Tom & Louise
219 Meadouood Drive
S. Rurlington
VT
05403
I." krueger
John & Sara
203 Meadowax! Drive
S. Burlington
VT
05403
9-09-1998 7:56AM FROM P.6
4
1
Or'
MA
Kutler
Marc & Susan
35 Butter Drive
S. Burlington
VT
05403
taberge
Robert &
42 Moss Glen Lane
S. Burlington
VT
05403
Sylvia
Leas
Jams &
37 Butler Drive
S. Burlington
VT
05403
Sandra
Leupp
Thomas & Am
Box 5538
Burlington
VT
05402
Leupp
Thanes & Am
33 Butter Drive
S. Burlington
VT
05403
LCupp
Thomas & Am
38 Butler fame .Rood
S. Burlington
VT
05403
Lovejoy
Steven &
47 Butter Drive
S. Burlington
VT
05403
Sheryl
Marceau
Jacqueline
1545 Hinesbu-s Road
S. Burlington
VT
05403
Mcllvaine
Ms. Allan
315 Dorse Heights
S. Burlington
VT
05403
McKnight
Robert &
211 MeadowoaA Drive
S. Burlington
VT
05403
Barbara
Mitot
Mr. Gerry
c/o Larkin Mitot
Burlington
VT
05401
Partnershfp
410 Shelburne Road
Milot
Mr. Gerry
c/o Gravel & Shea
Burlington
VT
05402
P.O. Box 369
Norwood
Betty
49 Moss Glen lane
S. Burlington
VT
05403
Wayne
Stapte8
Morwood
Betty
46 Moss Glen Lane
S. Burlington
VT
05403
Wayne
staples
Nemazee
Belen
213 Meadowood Drive
S. Burlington
VT
05403
NiaL
Ward & Lois
39 Butler Drive
S. Burlington
VT
05403
Ptosila
Donald &
26 Upper Meadow Lane
Shelburne
VT
05492
Christine
Plosita
Donald &
40 Moss Glen Lane
S. Burlington
VT
05403
Christine
� Price
Andrew &
44 Koss Glen Lam
S. Burlington
VT
05403
Maureen
Price
Andrew &
Thompson Pt. Road
Charlotte
VT
05445
Maureen
Properties
Rareclif
209 Meedowocd Drive
S. Burlington
VT
05403
Mr. Edgar
Boerper
Sanai,
Teeple
David H. Greenberg
Burlington
VT
05402
Inc.
P.O. Box 201
Scanlon
James & Sande
Box 243, Grippen Hilt
Vestal
MY
13850
Road
She&
Charles &
1435 Dorset Street
S. Burlington
VT
05405
Patricia
Shields .
Arthur &
1350 Dorset Street
S. Burlington
VT
05403
r
Carol
9-09—'1998 7:57AM FROM P•4
e,N�
Siffmon
Bartlett L
Margery
207 Meadorood Drive
S. Burlington
VT
05403
Stmhnick
Henry i ndete
31 Butter Drive
S. Burlington
VT
05403
Underwood
Norte
1589 Speer Street
S. Surtington
VT
05403
Wise
Richard 3
Joeme
45 utter Drive
S. Wrtington
I VT
05403
Aoo ,
1n� Fuss & O'Neill Inc. Consulting F-ngin«s� ,-
September 22, 1998
Mr. David Marshall, P.E.
Civil Engineering Associates, Inc.
P.O. Box 485
Shelburne, VT 05482
Re: Vermont National Country Club
South Burlington, VT
Traffic Study Addendum
Dear Mr. Marshall:
1200 Converse Street, Longmeadow, MA 01106-1721
TEL 413 567-9886 FAX 413 567-8936
INTERNET: www.FandO.com
Other Offices:
Manchester, Connecticut
Fairfield, Connecticut
East Providence, Rhode Island
This letter provides you with a trip generation update for modifications proposed to the
above referenced project on Dorset Street in South Burlington. The nature of these
modifications is to increase the size of the restaurant facility that is associated with the
Golf Course from 80 seats to 230 seats and to add two tennis courts and a pool. If it is
assumed that the restaurant would generate traffic like a free-standing restaurant,
independent of golfing activities, then the increase in traffic for a restaurant activity
during the weekday afternoon (p.m.) peak hour of the adjacent roadway would be 39
additional vehicle trip ends added to the Clubhouse driveway: 26 additional vehicles
entering and 13 additional vehicles exiting the site. Table IA, attached, shows the
comparison of the trip generation for an 80-seat vs. a 230-seat restaurant. Institute of
Transportation Engineers (ITE) trip rates from their latest Trip Generation Report were
utilized.
If the increase in traffic due to this larger restaurant is distributed to the adjacent street
system, the added traffic would be as presented in Figures 3A and 6A, attached.
The impact of this additional traffic on the levels of service for traffic during the
weekday peak hour is not significant. A revised capacity analysis of traffic at each of
the study intersections along Dorset Street, plus the Spear/Swift Street intersection,
indicated no significant changes in the level of service for turning traffic in and out of
the intersection areas except at the Clubhouse Driveway at Dorset Street. Here, the
traffic exiting the driveway is expected to be at a level of service "C", rather than "B"
as reported in the original (November 1995) study. This change is not significant,
however, since it reflects a change in the average delay to driveway exit traffic from an
estimated 9.6 seconds (with the 80-seat restaurant) to 10.2 seconds (with the 230-seat
restaurant). This delay time is right at the threshold level between "B" and "C", with
F:\P97\97400W 1 V WD0922A. WPD
Corres.
�� Fuss & O Neill Inc. Consulting Engineers
Mr. David Marshall, P.E.
September 22, 1998
Page 2
Level `B" being equal to or less than 10 seconds of average delay, and "C" being delays
greater than 10 seconds.
Figures 5A and 7A, attached, indicate the revised traffic volume used for the year 2000
traffic analysis.
Overall, increasing the number of seats in the Clubhouse Restaurant is not expected to
have any significant impact on the safety or efficiency of the intersections along Dorset
Street, compared to the findings in the previous Traffic Study. Assuming activity at a
larger restaurant (i.e. more seats), there is expected to be an increase in peak hour traffic
on Dorset Street of 33 vehicles at the north end of Dorset Street (between Park Road
Extension and Swift Street), and 6 vehicles added south of the Clubhouse driveway.
With the exception of minor traffic adjustments as noted herein, the conclusions and
recommendations of the previous study remain the same.
Sincerely,
on W. Dietrich, P.E.
Sr. Transportation Engineer
Enclosures
F AP97\97400W 1 V WD0922A. WPD
Corres.
A
Fuss & O'Neill Inc.
TABLE IA
TRAFFIC GENERATION ESTIMATES
RESTAURANT SEATING COMPARISON
Weekday P.M. Peak Hour Period of Highway
VEHICLE TRIP ENDS
Activity Size Enter Exit Total
80-Seat Restaurant 14 7 21
230-Seat Restaurant 40 20 60
Difference 26 13 39
Source: ITE Trip Generation Report, 6th Edition, 1997, Land Use Code 831 ,
Free Standing, Quality Restaurant
F:\P97\97400\A 1 U WD0922A. WPD
Corres.
TABLE 3 A
LEVEL OF SERVICE AT INTERSECTIONS
FUTURE (YEAR 2000) PM PEAK HOUR TRAFFIC ESTIMATES
* Wiry EXPi4NDtCD eESr0¢uKgN%
LEVEL OF SERVICE WITHOUT
LEVEL OF SERVICE WITH
PROJECT (NO BUILD)
PROJECT (BUILD)
LOCATION/APPROACH MOVEMENT
NO LANE WIDENING WITH LANE WIDENING
NO LANE WIDENING
WITH LANE WIDENING
Dorset/Swift Street'
J
Swift Street Eastbound: L,T, R
F B
F
B
B
Swift Street Extension Westbound: L,T,R
B B
B
Dorset Street Northbound: L,T,R
B B
B
B
Dorset Street Southbound: L,T,R
E B
F
B
OVERALL INTERSECTION
NA (Note 1) B
NA (Note 1)
B
Dorset/Clubhouse Driveway
/1
Driveway Eastbound: L,R
C
Dorset Street Northbound: L
A
Dorset/"F" Street Lots 1-26 (Nowland Farm)
New Street Westbound: L,R
A
A
Dorset Street Southbound: L
Dorset/Old Cross Road
A
Old Cross Road Westbound: L,R
A
C✓(Note 2)
New Street Eastbound: L,R
-
Dorset Street Northbound: L
-
A
A ✓
Dorset Street Southbound: L
A
Swift/Spear Street
Swift Street Eastbound: L,T,R
B
C
C
Swift Street Westbound: L
F
F
D ✓
Swift Street Westbound: T,R
B
B
B
Spear Street Northbound: L,T
F
F
B
Spear Street Northbound: L
B
B
C
Spear Street Southbound L,T,R
C
C
D
C
OVERALL INTERSECTION
NA (Note 1)
NA (Note 1)
Spear/Deerfield Drive
Deerfield Drive Eastbound: L,R
C
D (Note 3)
C
Deerfield Drive Westbound: L
C
Deerfield Drive Westbound: R
A
A
Spear Street Northbound: L
A
A
Spear Street Southbound: L
A
A
Dorset/Barstow/Cheese Factory Road
Barstow Road Eastbound: L,T,R
B
B
Cheese Factory Westbound: L,T,R
B
B ✓
Dorset Street Northbound: L,T,R
A
A
Dorset Street Southbound: L,T,R
C
C
'Signalized Intersection Operation Assumed
Legend
L = Left Turn
T = Through (Straight)
R = Right Turn
Note 1: Overall Level of Service Not Available (Poor) Since Volume to Capacity Ratio of Some Movements Greater Than 1.0.
Note 2: Updated version of capacity analysis (HCS release 2.10 gives LOS "C" for 80-seat restaurant.
Note 3: Updated version of capacity analysis (HCS release 2.10 gives LOS "D" for 80-seat restaurant.
Revised 12/19/95
'Ev. q/zz/98
F:\P95\95334\Al\ECONOMOU.V\IB2
L-_
FIGURE 3 A
N PM Peak Hour Traffic Volumes
Site Traffic Estimates
Wcyr,O SCALE�Gt//TH PARK �PD. �N
SPEAR STREET
N
„^ kf-4
5 +1
I>+iSWIFTSTREET
+ y 40Se
M
-f-
DEERFIELD
DRIVE
DORSET STREET
M_
0r-
J
f —1
2-�
1t
+9 sl
!0 en
N
N
t
+
IN`
N to
M
SPEAR STREET
L�EN�
f 2 =Added Try fic From
16(panded )eesik7amrt t
)e" 9 f 208
kP v 110/96
T+
OLD CROSS
ROAD
Lam'
T
0
�z
BARSTOW
ROAD + 1 6 --�
DORSET STREET
CHEESE
FACTORY RD
-� Fuss & O'Neill Inc. Cowulr,ng E„gtneerr
f&J
J
1
J
J
J
J
J
J
J
1
J
1
1
J
1
J
N
Wr,0SCALE
FIGURE 5 ,,�
PM Peak Hour Traffic Volumes
2000 With Project
(WIThq P�iKK RD. ExTFV.
SPEAR STREET
DORSET STREET
Y1
N
M
�— 26
99
is
SWIFT STREET
Y
`�
22 G `2�—�
263 -�
v v ° 226
394 10
--�
N %o
r
DEERFIELD
DRIVE
a
23�
SPEAR
STRT
L E6END
75 = Revised T Cefikcf
9xpandea' Res7auran7F"
Bev. 9/zi%98
,eEV /13ol96
s See F/CruxC 7,1fnr
� The's i9rea
'-- /b
OLD CROSS
i t r ROAD
M`
T
24
E— 159
BARSTOW-69
CHEESE
ROAD 32 '3i-
FACTORY RD
119 —0
°
52
ri
A
DORSET STREET
0 Fuss & O'NeilI Inc. Consulting Engineers
FIGURE 6 A
Development Area Access
Site Traffic Estimates
SWIFT STREET
H
N w
+" O
10
CLUB
HOUSE 1 25 —�
+Z 4�
f 22 = 4olded 51le TrQiCit4c Frorm
i'-xpandea/ Pes-l�uranf
,ee v,
R,c c% / 36/9 6 :J
DO
N , NoW/,I vD
i—' FAem
RD.
n
Fuss & O'Neill Inc... Consulting Enginee-
SWIFT
STREET
a
1
�m
CLUB
HOUSES
ee v1secl To Re4 7
4Xpa4el«( )eeshuranf
Ee v
ee%
Edo
�w
0
�o
N 1'v
FIGURE 7A
PM Peak Hour Traffic Volumes
2000 With Project
(WITN FgPk- C>D. �--XTEN• )
Pfl,C K ,CD,
Ex T,
„F„
STREET
Fuss & O'Neill Inc. co..ftu,,E,r„e-,r,
CIVIL ENGINEERING ASSOCIATES, INC.
1'. O. Box '185 (802) 985-2323
SHI"LBURNE, VFRMO NT 05482 Fax No. (802) 985-2271
CHARLES R. DUNHAM
President
STEPHEN A. VOCK
September 24, 1998 President
JEANCAROLDUNHAM
Treasurer
Mr. Joe Weith, City Planner
City of South Burlington
575 Dorset Street
South Burlington, Vermont 05403
Re: Vermont National Country Club
Request for Water and Sewer Allocations
Expanded Clubhouse Facilities
Dear Mr. Weith:
In association with the proposed expansion of the clubhouse facilities at the Vermont National
Country Club, JAM GOLF, LLC would like to make the following request for additional water
and sewer allocations for the project as follows:
30 Employees x 15 GPD =
450 GPD
220 Golfers x 5 GPD =
1,100 GPD
230 Seats x 30 GPD (Lunch & Dinner) =
6,900 GPD
50 Seats x 15 GPD (Breakfast) =
750 GPD
100 Users x 5 GPD (Pool & Tennis) =
500 GPD
Subtotal
9,700 GPD
20% Low Flow & Municipal Credit =
(1,940) GPD
Total
7,760 GPD
Existing Permitted Flows
3,905 GPD
Required Additional WW Flows
39855 GPD
Required Additional Water Flows
4,825 GPD
This completes our request for water supply and wastewater disposal allocations from the City of
South Burlington's municipal systems. If you should have any questions, please feel free to
contact me at 985-2323.
Respectfully,
David S. Marshall, P.E.
Project Engineer
cc: J. Magnus
F:\OFFICE\WPWIN\LET\98I44\21-CLUBII\W ErEI fW W.REQ
0) !
STUDIES • DESIGN • INSPECTION • TESTING
S UPVI YltJr; R l A',"",1�,r1P!'l i�' Hvfie A l l l l('. F. 11 T[ H.nr,V SANI IAPVR WATFP I ,')AT°CAN$ R i T RUCTUPF�.. IF IF T1<TING
MEMORANDUM
TO: David Marshall, CEA
FROM: Jon Dietrich, Fuss & O'Neill J ►�
DATE: September 22, 1998
RE: Capacity Analysis Updates For 230 Seat Restaurant
Vt. National Country Club, South Burlington, VT.
Attached are revised capacity analysis worksheets reflecting the added traffic from an increase
in restaurant size from 80 seats to 230 seats. It should be noted that since the 1995 Traffic
Study, there has been a revision to the Highway Capacity Manual Software (HCS Release 2.1 f
and 2.40. The revised analysis attached reflects the latest versions.
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 09-21-1998
FUSS AND O'NEILL
------------------------------------------------------- Streets: (E-W) SWIFT
STREET (N-S) DORSET STREET
Analyst: SJS
File Name: DORSETBA.HC9
Area Type: Other
10-24-95 PM PEAK
Comment: 2000 BUILD -
ALTERNATE GEOMETRICS Wl 230 SFi4T /2£57;
Eastbound
Westbound
Northbound Southbound
L T
R
L T R
- ----
L T R
L T
R
No. Lanes
1 1
< 0
----
0 > 1 1
---- ----
1 1 < 0
1 1
__
< 0
Volumes
309 94
226
10 42 88
62 196 5
136 324
297
Lane W (ft)
11.0 11.0
12.0 12.0
11.0 12.0
11.0 12.0
RTOR Vols
25
4
0
Lost Time 3.00 3.00
3.00 3.00 3.00 3.00
--------------------------------------
3.00 3.00 3.00
3.00 3.00
72
3.00
Signal. Operations
Phase Combination 1
2 3 4
5 6
EB Left *
7
NB Left
8
Thru
Thru
Right *
Right
Peds
Peds
WB Left *
SB Left
Thru
Thru
Right *
Right
Peds
Peds
NB Right
EB Right
SB Right
WB Right
Green 20.OA
Green 22.OP
Yellow/AR 6.0
Yellow/AR 6.0
Cycle Length: 54 secs Phase combination order: #1 #5
------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat v/c g/C Approach:
Mvmts Cap
Flow Ratio Ratio Delay LOS Delay
LOS
EB L 613
1439 0.560 0.426 8.4 B 8.1
B
TR 681
1600 0.480 0.426 7.7 B
WB LT 709
1664 0.082 0.426 6.0 B 6.1
B
R 681
1599 0.138 0.426 6.1 B
NB L 136
294 0.507 0.463 9.1 B 6.5
B
TR 876
1892 0.256 0.463 5.7 B
SB L 436
942 0.346 0.463 6.2 B 9.9
B
TR 801
1731 0.761 0.463 10.8 B
Intersection Delay = 8.4 sec/veh Intersection LOS
= B
Lost Time/Cycle, L =
6.0 sec Critical v/c(x) = 0.665
---------------------------------------------
ICS: Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 1
-------------
SS AND O'NEILL
______________________
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
Streets: (N-S) DORSET STREET (E-W) CLUB HOUSE DRIV6umy
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... PMF
Date of Analysis.......... 10/24/95
Other Information ......... PM PEAK HOUR - 2000 BUILD-W/80 SEATS
Two-way Stop -controlled Intersection
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s (1-0
SU/RV's (o)
CV' s (9.0
PCE's
------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
---- ---- ---- ---- ---- ----
0 > 1 0
N
5 201
.9 .9
2
1.50
0 1 < 0
N
463 26
.9 .9
-2
---------------
0 > 1 < 0
25 0 4
.9 .9 .9
0
1.00 1.00 1.00
----------------
Adjustment Factors
Vehicle
Critical
Follow-up
P
---------
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
_ _ ___
- 2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 2
Worksheet for TWSC Intersection
Step l: RT from Minor Street
--------------
--
Wg-----------EB
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Movement Capacity: (pcph)
Prob. of Queue -Free State:
----- -------------_-----
48
7 8
748
0 99
Step 2: LT from Major Street
------------
SBNB
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Movement Capacity: (pcph)
Prob. of Queue -Free State:
TH Saturation Flow Rate: (pcphpl)
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue -Free State:
--------------------------------------------------------
543
945
945
0.99
1700
0.99
Step 3: TH from Minor Street
---------------------
B EB
Conflicting Flows: (vph)
Potential Capacity: (pcph)
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
Prob. of - Queue -Free State:
------------------------
758
437
0.99
432
1.00
Step 4: LT from Minor Street
----------
WBEB
on acting Flows: (vph)
Potential Capacity: (pcph)
Major LT, Minor TH
758
385
Impedance Factor:
Adjusted Impedance Factor:
Capacity Adjustment Factor
due to Impeding Movements
Movement Capacity: (pcph)
--------------------------- -----------------------------
0.99
0 99
0.99
81
3
v
HCS: Unsignalized Intersections Release 2.1f CLUBHS80.HC0 Page 3
Intersection
Performance Summary
Avg.
9501
Flow
Move
Shared
Total
Queue
Approach
Movement
Rate
(pcph)
Cap
(pcph)
Cap
(pcph)(sec/veh)
Delay
Length LOS
(veh)
Delay
------
-------
(sec/veh)
EB L
28
381
>
- --
EB T
EB R
0
432
> 406
9.6
0.2 B
9.6
4
748
>
NB L
9
945
3.8
0.0 A
0.1,
Intersection
Delay =
0.4 sec/veh
y
HCS: Unsignalized Intersections Release 2.1f CLUBHS230.HC0 Page--------------
1
FUSS AND O'NEILL -
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
Streets: (N-S) DORSET STREET (E-W) CLUB HOUSE D121VEWf�Y
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... PMF
Date of Analysis.......... 10/24/95
Other Information ......... PM PEAK HOUR - 2000 BUILD-W/230 SEATS
Two-way Stop -controlled Intersection
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
- ---- ---- ---- ----
No. Lanes -
Stop/Yield
Volumes
PHF
Grade
MC' s ( o )
SU/RV's (1)
CV' s ( o )
PCE' s
------------
0 > 1 0
N
9 201
.9 .9
2
1.50
---------------
0 1 < 0
N
463 48
.9 .9
-2
----------------
0 > 1 < 0
36 0 6
.9 .9 .9
0
1.00 1.00 1.00
---------------
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
I.,
HCS: Unsignalized Intersections Release 2.1f CLUBHS230.HC0 Page 2
Worksheet for TWSC Intersection
---------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
540
Potential Capacity: (pcph)
737
Movement Capacity: (pcph)
737
Prob. of Queue -Free State:
----------------------------------------------
0.99
Step 2: LT from Major Street SB
-------------------------------------------------
NB
Conflicting Flows: (vph)
567
Potential Capacity: (pcph)
920
Movement Capacity: (pcph)
920
Prob. of Queue -Free State:
0.98
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue -Free State:
-----------------------------------------------------
0.98
Step 3: TH from Minor Street WB
EB
-----------------------------
Conflicting Flows: (vph)
774
Potential Capacity: (pcph)
428
Capacity Adjustment Factor
due to Impeding Movements
0.98
Movement Capacity: (pcph)
420
Prob. of Queue -Free State:
----------------------------------------------------------
1.00
Step 4: LT from Minor Street WB
---------------------------------------------------
EB
Conflicting Flows: (vph)
774
Potential Capacity: (pcph)
377
Major LT, Minor TH
Impedance Factor:
0.98
Adjusted Impedance Factor:
0.98
Capacity Adjustment Factor
due to Impeding Movements
0.98
Movement Capacity: (pcph)
---------------------------------------------------------
370
R,
HCS:
Unsignalized
Intersections
Release
2.1f CLUBHS230.HC0 Page 3
Intersection
Performance Summary
Avg.
9 5 0
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length LOS
Delay
Movement (pcph)
------
(pcph) (pcph)(sec/veh)
------ ------
-------
(veh)
(sec/veh)
EB L
40
370 >
-------
-----
---------
EB T
0
420 > 400
10.2
0.4 C
10.2
EB R
7
737 >
NB L
15
920
4.0
0.0 A
0.2
Intersection
Delay =
0.6 sec/veh
!CS: Unsignalized Intersections Release 2.1f NOWLAND80.HC0 Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
Streets: (N-S) DORSET STREET (E-W) NOWLAND FARM ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... PMF
Date of Analysis.......... 9/21/98
Other Information ......... PM PEAK HOUR - 2000 BUILD W/80 SEATS
Two-way Stop -controlled Intersection
----------------------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
-- ---- ---- ---- ---- ----
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s
SU/RV's (o)
CV' s ( o )
PCE's
-------------
0 1 < 0
N
199 2
.9 .9
2
---------------
0 > 1 0
N
12 455
.9 .9
-2
0.91
Adjustment Factors
0 0 0
0 > 1 < 0
1 0 7
.9 .9 .9
0
1.00 1.00 1.00
--------------
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major Road
--------------_---------------
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1f NOWLAND80.HC0 Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
222
Potential Capacity: (pcph)
1069
Movement Capacity: (pcph)
1069
Prob. of Queue -Free State:
--------------------------------------------------------
0.99
Step 2: LT from Major Street
--------------------------------------------------------
SB NB
Conflicting Flows: (vph)
223
Potential Capacity: (pcph)
1342
Movement Capacity: (pcph)
1342
Prob. of Queue -Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue -Free State:
--------------------------------------------------------
0.99
Step 3: TH from Minor Street
---------------------------------------------------------
WB EB
Conflicting Flows: (vph)
741
Potential Capacity: (pcph)
446
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
440
Prob. of Queue -Free State:
--------------------------------------------------------
1.00
Step 4: LT from Minor Street
--------------------------------------------------------
WB EB
Conflicting Flows: (vph)
741
Potential Capacity: (pcph)
394
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance Factor:
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
--------------------------------------------------------
389
V
HCS:
Unsignalized
Intersections
Release
2.1f NOWLAND80.HC0 Page 3
Intersection
Performance
Summary
Avg.
95%
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length LOS
Delay
Movement
--------
(pcph)
-------
(pcph) (pcph)(sec/veh)
------ ------
-------
(veh)
(sec/veh)
WB L
1
389 >
-------
-----
---------
WB T
0
440 > 895
4.1
0.0 A
4.1
WB R
8
1069 >
SB L
12
1342
2..7
0.0 A
0.1
Intersection Delay
=
0.1 sec/veh.
/O
ACS: Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
Streets: (N-S) DORSET STREET (E-W) NOWLAND FARM ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... PMF
Date of Analysis.......... 9/21/98
Other Information ......... PM PEAK HOUR - 2000 BUILD W/230 SEATS
Two-way Stop -controlled Intersection
------------------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s ( o )
SU/RV's (%)
CV's (%)
PCE's
------------
0 1 < 0
N
203 2
.9 .9
2
---------------
0 > 1 0
N
12 457
.9 .9
-2
0.91
----------------
Adjustment Factors
0 > 1 < 0
1 0 7
.9 .9 .9
0
1.00 1.00 1.00
---------------
Vehicle
Critical
Follow-up
Maneuver
------------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
i1
HCS: Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 2
Worksheet for TWSC Intersection
-------------------------------------------------------
Step l: RT from Minor Street WB EB
Conflicting Flows: (vph)
227
Potential Capacity: (pcph)
1062
Movement Capacity: (pcph)
1062
Prob. of Queue -Free State:
--------------------------------------------------------
0.99
Step 2: LT from Major Street
--------------------------------------------------------
SB Ng
Conflicting Flows: (vph)
228
Potential Capacity: (pcph)
1335
Movement Capacity: (pcph)
1335
Prob. of Queue -Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue -Free State:
--------------------------------------------------------
0.99
Step 3: TH from Minor Street
WB EB
-----------------------
Conflicting Flows: (vph)
748
Potential Capacity: (pcph)
442
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
436
Prob. of Queue -Free State:
---------------------------------------------------------
1.00
Step 4: LT from Minor Street
--------------------------------------------------------
WB EB
Conflicting Flows: (vph)
748
Potential Capacity: (pcph)
391
Major LT, Minor TH
Impedance Factor:
0.99
Adjusted Impedance Factor:
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.99
Movement Capacity: (pcph)
----------------------------------------------------------
386
/Z
R
HCS: Unsignalized Intersections Release 2.1f NOWLAND230.HC0 Page 3
Intersection
Performance Summary
Avg.
950
Flow
Move
Shared
Total
Queue
Approach
Rate
Cap
Cap
Delay
Length LOS
Delay
Movement
--------
(pcph)
------
(pcph)
------
(pcph)(sec/veh)
------
-------
(veh)
(sec/veh)
WB L
1
386
>
------- -----
---------
WB T
0
436
> 889
4.1
0.0 A
4.1
WB R
8
1062
>
SB L
12
1335
2.7
0.0 A
0.1
Intersection
Delay =
0.1 sec/veh
ACS: Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
-----------------------------------------------------------------------
Streets: (N-S) DORSET STREET (E-W) OLD CROSS ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... SJS
Date of Analysis.......... 10/24/95
Other Information ......... PM PEAK HOUR - 2000 BUILD W/80 SEATS
Two-way Stop -controlled Intersection
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s 0.0
)
SU/RV's (o)
CV' s (1-0
PCE's
0 > 1 < 0
N
3 173 13
.9 .9 .9
-2
0.90
0 > 1 < 0
N'
73 408 15
.9 .9 .9
-2
0.90
------------
0 > 1 < 0
9 0 1
.9 .9 .9
0
1.10 1.1.0 1.1.0
Adjustment Factors
0 > 1 < 0
6 0 41
9 .9 .9
0
1.10 1.10 1.10
---------------
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
----------------------------------------------------------------------
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
/v
1c
HCS: Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street
WB
EB
--------------------------------------------------------
Conflicting Flows: (vph)
199
462
Potential Capacity: (pcph)
1098
808
Movement Capacity: (pcph)
1098
808
Prob. of Queue -Free State:
0.95
1.00
--------------------------------------------------------
Step 2: LT from Major Street
SB
NB
--------------------------------------------------------
Conflicting Flows: (vph)
206
470
Potential Capacity: (pcph)
1367
1024
Movement Capacity: (pcph)
1367
1024
Prob. of Queue -Free State:
0.95
1.00
TH Saturation Flow Rate: (pcphpl)
1700
1700
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue -Free State:
0.93
1.00
Step 3: TH from Minor Street
WB
EB
--------------------------------------------------------------
Conflicting Flows: (vph)
753
752
Potential Capacity: (pcph)
439
440
Capacity Adjustment Factor
due to Impeding Movements
0.92
0.92
Movement Capacity: (pcph)
405
406
Prob. of Queue -Free State:
1.00
1.00
------------------------------------------------------------
Step 4: LT from Minor Street
WB
EB
------------------------------------
Conflicting Flows: (vph)
--------------------
745
768
Potential Capacity: (pcph)
392
380
Major LT, Minor TH
Impedance Factor:
0.92
0.92
Adjusted Impedance Factor:
0.94
0.94
Capacity Adjustment Factor
due to Impeding Movements
0.94
0.90
Movement Capacity: (pcph)
-----------------------------------------------------------
368
341
/S
HCS: Unsignalized Intersections Release 2.1f OLDCRSB.HCO Page 3
Intersection
Performance Summary
Avg.
95 0
Flow
Move
Shared
Total
Queue
Approach
Rate
Cap
Cap
Delay
Length LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
(veh)
(sec/veh)
--------
EB
L
------
11
------
341
------
>
-------
------- -----
---------
EB
T
0
406
> 358
10.4
0.0 C
10.4
EB
R
1
808
>
WB
L
8
368
>
WB
T
0
405
> 865
4.5
0.1 A
4.5
WB
R
51
1098
>
NB
L
3
1024
3.5
0.0 A
0.1
SB
L
73
1367
2.8
0.0 A
0.4
Intersection Delay
=
0.7 sec/veh
16
HCS: Unsignalized Intersections Release 2.1f OLDCROSB.HCO Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
-----------------------------------------------------------------------
Streets: (N-S) DORSET STREET (E-W) OLD CROSS ROAD
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... SJS
Date of Analysis.......... 10/24/95
Other Information......... PM PEAK HOUR - 2000 BUILD 1n/�X /eFiN/'tii�1%' 1u�23p SE,¢n
Two-way Stop -controlled Intersection
-----------------------------------------------------------------------
-----------------------------------------------------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0 0 > 1 < 0
Stop/Yield
Volumes
PHF
Grade
MC' s ( o )
SU/RV's (%)
CV's ( o)
N
3 177 13
.9 .9 .9
-2
N
73 410 15
.9 .9 .9
-2
9 0 1
9 .9 .9
0
6 0 41
.9 .9 .9
0
PCE's 10.90 10.90 I1.10 1.10 1.1011.10 1.10 1.10
------------------------------------------------------------------------
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
------------------------------------------------------------------
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
/%
HCS: Unsignalized Intersections Release 2.1f OLDCROSB.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street
WB
EB
--------------------------------------------------------
Conflicting Flows: (vph)
204
464
Potential Capacity: (pcph)
1091
806
Movement Capacity: (pcph)
1091
806
Prob. of Queue -Free State:
0.95
1.00
--------------------------------------------------------
Step 2: LT from Major Street
SB
NB
--------------------------------------------------------
Conflicting Flows: (vph)
211
473
Potential Capacity: (pcph)
1360
1020
Movement Capacity: (pcph)
1360
1020
Prob. of Queue -Free State:
0.95
1.00
TH Saturation Flow Rate: (pcphpl)
1700
1700
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue -Free State:
0.93
1.00
--------------------------------------------------------
Step 3: TH from Minor Street
WB
EB
--------------------------------------------------------
Conflicting Flows: (vph)
761
760
Potential Capacity: (pcph)
435
435
Capacity Adjustment Factor
due to Impeding Movements
0.92
0.92
Movement Capacity: (pcph)
401
401
Prob. of Queue -Free State:
1.00
1.00
--------------------------------------------------------
Step 4: LT from Minor Street
WB
EB
--------------------------------------------------------
Conflicting Flows: (vph)
753
776
Potential Capacity: (pcph)
388
376
Major LT, Minor TH
Impedance Factor:
0.92
0.92
Adjusted Impedance Factor:
0.94
0.94
Capacity Adjustment Factor
due to Impeding Movements
0.94
0.90
Movement Capacity: (pcph)
--------------------------------------------------------
365
337
/B
t
HCS:
Unsignalized
Intersections
Release
2.1f OLDCROSB.HCO Page 3
Intersection
Performance Summary
Avg.
950
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length LOS
Delay
Movement
(pcph)
(pcph) (pcph)(sec/veh)
(veh)
(sec/veh)
EB
L
11
337 >
----- -----
---------
EB
T
0
401 > 354
10.5
0.0 C
10.5
EB
R
1
806 >
WB
L
8
365 >
WB
T
0
401 > 859
4.5
0.1 A
4.5
WB
R
51
1091 >
NB
L
3
1020
3.5
0.0 A
0.1
SB
L
73
1360
2.8
0.0 A
0.4
Intersection
Delay =
0.7 sec/veh
/9
.a
ALL -WAY STOP -CONTROLLED INTERSECTIONS --Level of Service Analysis
Location: DORSET ST / BARSTOW RD / CHEESE FACTORY RD
Condition: PM PEAK HOUR - 2000 BUILD :v .,-- (Z30 Sews )
Eastbound Westbound Northbound Southbound
Left -Turn Volume
32
69
9
40
Through Volume
119
158
109
208
Right -Turn Volume
52
24
36
65
Peak -Hour Factor
0.77
0.77
0.77
0.77
Number of Lanes
1
1
1
1
Capacity, vph
481
564
492
570
Volume/Capacity Ra
0.55
0.58
0.41
0.71
Delay, sec/veh
8
9
5
15
Level of Service
B
B
A
C
Range Check
Error
Error
Error
OK
Version 1.1, Michael Kyte, University of Idaho (208-885-6002)
20
J
1
i
J
11CM: SIGNALIZED INTERSECTION SUMMARY Version 2.4 10-25-1995
Fuss & O'Neill, Inc.
Streets: (E-W) SWIFT STREET (N-S) SPEAR STREET
Analyst: SJS File Name: SPEARSWB.HC9
Area Type: Other 10-24-95 PM PEAK
Comment: 2000 BUILD (w1711 ZA411: W102NIA,6 /rr�P�OVEniE�u7S- PN.4SE,T/mi�/6 �PEI/S,
--------------------------------------------------------- -- ----
-----------------------------------------------------------------------
Eastbound
Westbound
Northbound
Southbound 11/ ,60 5XR7-5
L T
R
L T
R
L T
R
L
T
R
No. Lanes
---- ----
> 1
----
1
---- ----
1 1<
----
---- ----
1 1<
----
----
----
> 1 <
----
Volumes
46 222
263
198 69
26
141 148
168
73 291
133
Lane Width
13.0
12.0
11.0 11.0
10.0 12.0
10.0
RTOR Vols
20
2
6
23
Lost Time
3.00 3.00
3.00
3.00 3.00
3.00
3.00 3.00
3.00
3.00
3.00
3.00
-----------------------------------------------------------------------
Signal Operations
Phase Combination 1
2
3 4
5
6
7
8
EB Left
*
NB Left
Thru
*
Thru
Right
*
Right
Peds
Peds
WB Left
*
*
SB Left
Thru
*
*
Thru
Right
*
*
Right
Peds
Peds
NB Right
EB Right
SB Right
WB Right
Green
7.OA
15.OA
Green 5.OA 4o.OA
Yellow/AR
4.0
5.0
Yellow/AR 4.0
5.0
Cycle Length: 85 secs Phase combination order: #1
#2 #5 #6
-----------------------------------------------------------------------
Int-ersection Performance Summary
Lane
Group: Adj Sat
v/c
g/C
Approach:
Mvmts
Cap
Flow
Ratio
Ratio Delay
LOS
Delay
LOS
-----
EB LT
-----------
359
1796
-----
0.830
----- -----
0.200 31.4
---
D
-----
24.5
---
C
R
494
1615
0.547
0.306 16.9
C
WB L
251.
1745
o.876
0.224 34.2
D
27.4
D
TR
581
1765,
0.179
0.329 13.1
B
NB L
210
1668
0.748
0.176 16.4
C
9.0
B
TR
1o4o
1734
0.331
0.600 5.6
B
SB LTR
561
1135
0.938
o.494 30.3
D
30.3
D
Intersection
Delay =
22.5 sec/veh Intersection
LOS
= C
Lost Time/Cycle, L =
-----------------------------------------------------------------------
12.0
sec Critical v/c(x) ,
= 0.925
21
PICM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 09-22-1998
FUSS AND O'NEILL
Streets: (E-W) SWIFT STREET (N-S) SPEAR STREET
Analyst: SJS
File Name: SPPARSWP.HC9
Area Type: Other
10-24-95 PM PEAK
Comment: 2000 BUILD
w/230 SEATS w/ LANE WIDENING
Eastbound
-------------------------------------
Westbound Northbound Southbound
L
--
T R
---- ----
L T R
----
L T R
L T
R
No. Lanes
0 >
1 1
---- ----
1 1 < 0
---- ---- ----
1 1 < 0
---- ----
0 > 1 <
----
0
Volumes
46
226 263
199 70 26
141 148 171
75 291
133
Lane W (ft)
13.0 12.0
11.0 11.0
10.0 12.0
10.0
RTOR Vols
20
2
6
23
Lost Time 3.00
-----------------------------------------------------------------
3.00 3.00
3.00 3.00 3.00
3.00 3.00 3.00
3.00 3.00
3.00
Signal Operations
Phase Combination
1 2
3 4
5 6 7
8
EB Left
*
NB Left
Thru
*
Thru
Right
*
Right
Peds
Peds
WB Left
* *
SB Left
Thru
* *
Thru
Right
* *
Right
Peds
Peds
NB Right
EB Right
SB Right
WB Right
Green 7.OA
15.OA
Green 5.OA 40.OA
Yellow/AR 4.0
5.0
Yellow/AR 4.0 5.0
Cycle Length: 85
------------------------------------------------------------------------
secs Phase
combination order: #1 #2 #5 #6
Intersection
Performance Summary
Lane Group:
Adj Sat
v/c g/C Approach:
Mvmts Cap
----- ----
Flow
-------
Ratio Ratio Delay LOS Delay
LOS
EB LT 359
1797
----- ----- ----- --- -----
0.840 0.200 32.3 D 25.0
---
C
R 494
1615
0.547 0.306 16.9 C
WB L 251
1745
0.880 0.329 34.8 D 27.8
D
TR 582
1766
0.181 0.329 13.1 B
NB L 280
1668
0.561 0.600 8.3 B 6.4
B
TR 1039
1732
0.334 0.600 5.6 B
SB LTR 562
1137
0.940 0.494 30.6 D 30.6
D
Intersection
Delay = 22.1 sec/veh Intersection LOS
= C
Lost Time/Cycle, L = 12.0
-----------------------------------------------------------------------
sec Critical v/c(x) = 0.928
ZZ
HCS: Unsignalized Intersections Release 2.1f DEERFLDB.HCO Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
----------------------------
Streets: (N-S) SPEAR STREET (E-W) DEERFIELD DRIVE
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... SJS
Date of Analysis.......... 10/24/95
Other Information ......... PM PEAK HOUR - 2000 BUILD w/80 SEATS
Two-way Stop -controlled Intersection
--------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC' s 0-0
SU/RV's (%)
CV's (.)
PCE's
------------
0 > 1 < 0
N
3 381 11
.95 .95 .95
3
1.40
---------------
1 1 < 0
N
32 673 56
.95 .95 .95
-3
1.00
----------------
0 > 1 < 0
29 0 3
.95 .95 .95
0
1.10 1.10 1..10
----------------
Adjustment Factors
0 > 1 1
6 0 18
.95 .95 .95
-3
1.00 1.00 1.00
---------------
Vehicle
Critical.
Follow --up
Maneuver
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
2
01
H"CS: Unsignalized Intersections Release 2.1f DEERFLDB.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street
----------------------------------------------------
WB
EE
Conflicting Flows: (vph)
407
738
Potential Capacity: (pcph)
861
585
Movement Capacity: (pcph)
861
585
Prob. of Queue -Free State:
--------------------------------------------------------
0.98
0.99
Step 2: LT from Major Street
--------------------------------------------------------
SB
NB
Conflicting Flows: (vph)
413
767
Potential Capacity: (pcph)
1090
739
Movement Capacity: (pcph)
1090
739
Prob. of Queue -Free State:
0.97
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
1700
Major LT Shared Lane Prob.
of Queue -Free State:
--------------------------------------------------------
0.99
Step 3: TH from Minor Street
--------------------------------------------------------
WB
EB
Conflicting Flows: (vph)
1211
1188
Potential Capacity: (pcph)
253
260
Capacity Adjustment Factor
due to Impeding Movements
0.96
0.96
Movement Capacity: (pcph)
243
250
Prob. of Queue -Free State:
--------------------------------------------------------
1.00
1.00
Step 4: LT from Minor Street
WB
EB
Conflicting Flows: (vph)
--------------__----
1183
1191
Potential Capacity: (pcph)
219
216
Major LT, Minor TH
Impedance Factor:
0.96
0.96
Adjusted Impedance Factor:
0.97
0.97
Capacity Adjustment Factor
due to Impeding Movements
0.97
0.95
Movement Capacity: (pcph)
--------------------------------------------------------
212
205
fV
d ,
i
FMCS:
Unsignalized
Intersections
Release
2.1f
DEERFLDB.HCO Page 3
Intersection
Performance
Summary
Avg.
950
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length
LOS
Delay
Movement
--------
(pcph)
------
(pcph) (pcph)(sec/veh)
------ ------
-------
(veh)
(sec/veh)
EB
L
34
205 >
-------
-----
---------
EB
T
0
250 > 216
20.1
0.7
D
20.1
EB
R
3
585 >
WB
L
6
212 > 212
17.5
0.0
C
WB
T
0
243 >
7.6
WB
R
19
861
4.3
0.0
A
NB
L
4
739
4.9
0.0
A
0.0
SB
L
34
1090
3.4
0.0
A
0.1
Intersection
Delay =
0.8 sec/veh
Z5
Wi
Y S: Unsignalized Intersections Release 2.1f DEERFLIB.HC0 Page 1
FUSS AND O'NEILL
1200 CONVERSE STREET
LONGMEADOW, MA 01106-
Ph: (413) 567-9886
---------------------------
Streets: (N-S) SPEAR STREET (E-W) DEERFIELD DRIVE
Major Street Direction.... NS
Length of Time Analyzed... 60 (min)
Analyst ................... SJS
Date of Analysis.......... 10/24/95
Other Information ......... PM PEAK HOUR - 2000 BUILD w/230 SEATS
Two-way Stop -controlled Intersection
--------------------------
Northbound Southbound Eastbound Westbound
L T R L T R L T R L T R
No. Lanes
Stop/Yield
Volumes
PHF
Grade
MC's (%)
SU/RV's (%)
CV' s ( o )
PCE's
------------
0 > 1 < 0
N
3 384 11
.95 .95 .95
3
1.40
----------------
1 1 < 0
N
32 674 56
.95 .95 .95
-3
1.00
-----------------
0 > 1 < 0
29 0 3
.95 .95 .95
0
1.10 1.10 1.1O----------------
Adjustment Factors
1 0 1
6 18
.95 .95
-3
1.00 1.00
--------------
Vehicle
Critical
Follow-up
Maneuver
-------------------------------------------------------------------
Gap (tg)
Time (tf)
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
2b
0�4
HCS: Unsignalized Intersections Release 2.1f DEERFLIB.HCO Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street
--------------------------------------------------------
WB
EB
Conflicting Flows: (vph)
410
738
Potential Capacity: (pcph)
858
585
Movement Capacity: (pcph)
858
585
Prob. of Queue -Free State:
--------------------------------------------------------
0.98
0.99
Step 2: LT from Major Street
--------------------------------------------------------
SB
NB
Conflicting Flows: (vph)
416
768
Potential Capacity: (pcph)
1086
738
Movement Capacity: (pcph)
1086
738
Prob. of Queue -Free State:
0.97
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
1700
Major LT Shared Lane Prob.
of Queue -Free State:
----------------------------------------------------------
0.99
Step 3: TH from Minor Street
--------------------------------------------------------
WB
EB
Conflicting Flows: (vph)
1192
Potential Capacity: (pcph)
258
Capacity Adjustment Factor
due to Impeding Movements
0.96
Movement Capacity: (pcph)
248
Prob. of Queue -Free State:
--------------------------------------------------------
1.00
Step 4: LT from Minor Street
--------------------------------------------------------
WB
EB
Conflicting Flows: (vph)
1187
1195
Potential Capacity: (pcph)
218
215
Major LT, Minor TH
Impedance Factor:
0.96
0.96
Adjusted Impedance Factor:
0.97
0.96
Capacity Adjustment Factor
due to Impeding Movements
0.97
0.94
Movement Capacity: (pcph)
---------------------------------------------------------
211
202
27
7
HCS:
Unsignalized
Intersections
Release
2.1f
DEERFLIB.HC0 Page 3
Intersection
Performance Summary
Avg.
950
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length
LOS
Delay
Movement
--------
(pcph)
------
(pcph) (pcph)(sec/veh)
------ ------
-------
(veh)
(sec/veh)
EB
L
34
202 >
-------
-----
---------
EB
T
0
248 > 213
20.4
0.7
D
20.4
EB
R
3
585 >
WB
L
6
211
17.6
0.0
C
7.6
WB
R
19
858
4.3
0.0
A
NB
L
4
738
4.9
0.0
A
0.0
SB
L
34
1086
3.4
0.0
A
0.1
Intersection
Delay
=
0.8 sec/veh
2a
3) JAM GOLF INC. - 1227 DORSET STREET
Area zoned SEQ District
Section 25.113(f) Height of structures maximum permitted 40 feet for pitched -roof structures,
base being average pre -construction grade. Note exhibit 2a, section (4)
Proposed two chimneys at a height of forty two feet six inches (42.6 feet) and a cupola at a height
of forty-five (45) feet.
Clubhouse approved September, 1998.
CLUBHOUSE VIEW FROM DORSET STREET
Owner: J.A.M. Golf, Inc.
Architect: TruexCullins&Partners Architects
S�
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City of South Burlington
Application to Board of Adjustment
Name of applicant(s) _j
Address l `Z
Represented by
Landowner
Location and description of
A4jacem property owners) & Address
Official Use
APPLICATION 0
HEARING DATE
FILING DATE
FEE AMOUNT
Tv
pt(of application check one: ( ) appeal from decision of Administrative Officer ( ) request for a conditional use
( request for a variance
I understand the presentation procedures required by State Law (Section 4468 of the Planning 8r. Development Act). Also
that hearings are held twice a month, (second and fourth Mondays). That a legal advertisement must appear a minimum of
fiflecn (1 S) days prior to the hearing. I agree to pay a hearing fee which is to Off-sel the cost of hearing.
Provision of zoning ordinance in question (�
ki-
Rcason for appeal tSe—
Other documentationE—Lej,.L ,
Date
Do not write below this line
o----- --------------- ------
S�[�TkI BURLINGI ON TANMG NOTI E ~
In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington
Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference ROOM
575 Dorsci Street. South Burlington, Vermont on Monday. - at 7:00 P.M. to consider the
following:
Appeal of Wf '
seeking a
front section—'
of -the South Burlington Zoning Regulations. Request is for permission to
r -
1-06-1999 10:S1AM FROM
P. 2
0
ADJOINER INFORMATION
VERMONT NATIONAL COUNTRY CLUB
'J Roy & Nancy Bell
Ed & Carolee Boerger
Greg & Cindy Bourgea
Michael Johnson
Champlain Water District
William & Paula Corrigan
Robert & Jane Diferdinando
Armond & Mary Dragon
John & Sheila Dunleavy
Isham Family
Jane G. Farrell
George & Happy Gafford
,Arthur Greenblott
Mel & Toni Herbison
Heald, Paul F.
Ridgewood Homeowners Assoc.
Larry Hugo
Stephen & Kerry Ineavo
Jeff & Mary Jackson
Jeff & Betsy Jackson
Randall Kay & Marjorie Meyer
Tom & Louise Kleh
John & Sara Krueger
Marc & Susan Kutler
Robert & Sylvia Laberge
James & Sandra Leas
205 Meadowood Drive
209 Meadowood Drive
53 Butler Drive
50 Moss Glen Lane
Box 2085
49 Butler Drive
48 Moss Glen Lane
43 Butler Drive
57 Butler Drive
1225 Dorset Street
1.350 Spear Street
41 Butler Drive
215 Meadowood Drive
29 Butler Drive
1200 Dorset Street
7 Concord Green Box 2251
94 East Road
55 Butler Drive
29 Sunderland Wood Dr.
51 Butler Drive
28 Old Cross Road
219 Meadowood Drive
203 Meadowood Drive
35 Butler Drive
42 Moss Glen Lane
37 Butler Drive
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So, Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So, Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So, Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
Colchester, VT 05446
So. Burlington, VT 05403
Colchester, VT 05446
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So_ Burlington, VT 05403
1-06-1999 10:S1AM FROM
P. 3
Vermont National Country Club
Adjoiner Information
Page 2
Thomas & Ann Leupp
Thomas & Ann Leupp
Thomas & Ann Leupp
Steven & Sheryl Lovejoy
Jacqueline Marceau
Ms. Allan Mcilvaine
Robert & Barbara McKnight
Mr. Gerry Milot
c/o Larkin Milot Partnership
Mr. Gerry Milot
c/o Gravel & Shea
Betty Morwood/Wayne Staples
Betty Morwood/Wayne Staples
Belen Nomazee
Ward & Lois Nial
Donald & Christine Plosila
Donald & Christine Plosila
Andrew & Maureen Price
Andrew & Maureen Price
Ramclif Properties
c/o Edgar Boerger
Timple Sanai, Inc.
c/o David H. Greenberg
James & Sandra Scanlon
'Charles & Patricia Shea
Arthur & Carol Shields
Bartlett & Margery Simpson
Henry & Adele Strashnick
Marie Underwood
Richard & Joanne Wise
Box 5538
33 Butler Drive
38 Butler Farms Road
47 Butler Drive
1545 Hinesburg Road
315 Dorset Heights
211 Meadowood Drive
410 Shelburne Road
P.O. Box 369
49 Moss Glen Lane
46 Moss Glen Lane
213 Meadowood Drive
39 Butler Drive
26 Upper Meadow Lane
40 Moss Glen Lane
44 Moss Glen Lane
Thompsons Point Road
209 Meadowood Drive
P.O. Box 201
Box 243, Grippen Hill Road
1435 Dorset Street
1350 Dorset Street
207 Meadowood Drive
31 Butler Drive
1589 Spear Street
45 Butler Drive
Burlington, VT 05402
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
Burlington, VT 05401
Burlington, VT 05402
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
Shelburne, VT 05482
So. Burlington, VT 05403
So. Burlington, VT 05403
Charlotte, VT 05445
So. Burlington, VT 05403
Burlington, VT 05402
Vestal, NY 13850
So, Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So. Burlington, VT 05403
So, Burlington, VT 05403