HomeMy WebLinkAboutCU-87-0000 - Supplemental - 1525 Shelburne Road (2)January 26, 1987
Mr. John Rao III
100 West Canal Street
Winooski, Vermont 05404
Rea Zoning application
Dear Mr. Rao:
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, February 9,
1987 at 7:00 P.M. to consider your appeal for a conditional
use.
Please plan to attend this meeting.
Very truly,
Richard Ward,
Zoning Administrative Officer
R.W Jmf--p
RICHARDS, Rao & POMERLEAU
1525 Shelburne Road
Area zoned C-2 District
Section 12.20 Conditional use - subsection 12,218, wholesale
establishment
Section 12.10 permitted uses - proposed retail uses allowed
Section 19.65 Multiple uses subsection 19.652 conditional use
approval
Proposed uses:
a)
Sale of
meats & fish 1000 square feet - 20% wholesale
b)
Sale of
produce - 2500 square
feet - 50% wholesale
c)
Sale
and manufacturing of
pasta 800 square feet - 80%
wholesale
d)
Bakery
400 - 500 square feet
- 100% retail
e)
Deli -
900 square feet - plus
500 square feet general -common
area
Lot size 45,000 square feet
VO
MEMORANDUM
SOUTH BURLINGTON PLANNING COMMISSION
MARCH 20, 1987
7) RICHARDS, RAO AND POMERLEAU,_ 1525 SHEL,BURNE ROAD
The applicants propose to convert the existing 6578 square foot
building to a specialty fresh food market. The lot line is being
adjusted with the GE building lot so that both lots are
conforming size. The property is zoned C-2.
The Zoning Board will consider a multiple use permit on March 23,
1987. Assuming that is approved, the issues are as follows:
Access: Access is shown from the existing curb cut on Shelburne
Road. It is angled for entrances only. Assuming Shelburne Road
is eventually widened, the plans call for a median strip on
Shelburne Road in front of this property.
Another curb cut is shown on Bartlett Bay Road. This area is
presently open pavement. It will be curbed and landscaped.
Circulation: Circulation is shown completely around the building
so cars can park in the rear or on the northern side of the
building. (See Chief Goddette's comments.)
Parking: The 6578 square foot building requires 44 spaces if it
is all considered retail. The plans claim that a 476 square foot
office is included so that only 39 spaces are required. This
should be sufficient. The plans show the parking area expanded
at the rear of the building.
Landscaping: The renovations to the building require $1500 in
new landscaping. The plans show increased green, landscaped
areas around the building. New landscaping includes seven haw-
thorne and 9 juniper and is valued at $1500 if Hawthorne trees
are planted, not shrubs.
Traffic: Enclosed is a traffic study from David Spitz. Craig
Leiner's evaluation will be available for the meeting. Spitz
concludes the following:
The proposed use produces 40-57 trip ends. The overlay zone
allows 51 trip ends for this 45,000 square foot lot. The lever
of service at Bartlett Bay/Green Mountain Drive/Shelburne Road
intersection is presently "E" and will remain at "E" with this
use until Shelburne Road is widened. At that time, it will be
"C" with or without this use. The delay increases 3.2 seconds
with this year.
D-�-inage: Plans must be submitted to Wagner, Heindel and _XQ,X,-4a
prior to permit since this is in the Bartletts Bay Watershed
area.
Other: See Bill Szymanski's and Chief Goddette's comments.
5
N0I01 I COUNTRY
I'IANN I NG
John Rao
100 West Canal Street
Winooski, Vermont 05404
Nobie Richards
EASTMAN'S MARKET'
Route 7
Shelburne, Vermont 05482
Dear Mr. Rao and Mr. Richards,
15 Morse Drive
Essex Jct., Vermont 05452
(802) 878 0305
March 17, 1987
At your request, I have reviewed potential traffic impacts
from your proposed specialty Mood market on Route 7 at the cor-
ner of Bartletts Bay Road. My comments include the following
(1) estimate of traffic volumes for the project, (2) review
of level of service at the Route 7/Bartletts Bay intersection
and any changes caused by the project, and (3) comments on the
appropriateness of a "right -turn enter" access on Route 7.
You have advised that the market will contain approximately
4410 square feet of retail space and 2090 square feet of whole-
sale space. For those areas, projected traffic volumes range
between 40 and 57 trip ends during the p.m. peak hour. Those
volumes are reasonably close to South Burlington's maximum of 51
for the property, and the use is compatible with the traffic
overlay district. Please also note that many users of the market
will already be traveling on Route 7 and will not create addi-
tional traffic.
The Route 7/Bartletts Bay intersection currently is oper-
ating at level of service E and can be improved to level C in 5
years if projected Route 7 improvements are carried out. Addi-
tional food market traffic will add 3.2 seconds of delay in the
current year and 0.7 seconds five years hence. Both increases
are relatively small. The higher initial decline is due to the
intersection's closeness to saturated conditions. For both time
periods, minor signal timing adjustments are necessary to opti-
mize levels of service.
[)aye Z
A "right -turn enter" access point on Route 7 can be safely
implemented with proper design.. If approved, the entrance must
be angled with appropriate turning radii and driveway length.
Internal parking and circulation must be laid out so as to min-
imize conflicts at the entrance point. The one advantage of a
Route 7 access is that right -turn entering vehicles may actually
be able to exit Route 7 at a higher operating speed than at the
Bartletts Bay intersection, thereby minimizing conflicts with
through traffic.
In summary, the proposed use will generate moderate traffic
volumes but will create very minor impacts on Route 7 operations.
The availability of a traffic signal encourages easy access to/
from the proposed food market. At the same time, it must be rec-
ognized that the.Bartletts Bay intersection currently operates
at a low level of service and improvements should be pursued.
I would be happy to provide any additional comments or in-
formation that may be requested.
Sincerely,
David 11. Spitz
North COtilltry Planning • 15 Nh)r,c Drix,c• 1;,-;scx,Ic(.,VT.
page A-1
I. Specialty Food Market - Trip Generation Estimates
Trip generations for retail uses are among the most difficult
to predict due to considerable variability from one type of retail
use to another. Examples of the range of retail traffic volumes
are given below.
Retail Category
Wholesale
Specialty Retail
Supermarket
Shopping Center
P.M. Peak Hour Trip Ends
Per 1,000 Square Feet
0.52
4.5
8.82
14.42
Based on descriptions provided by you, your retail and whole-
sale mix can be described as follows.
Use
"Tin-guini" Produce
Meat/Fish Market
Vermont Pasta
Delicatessen
Bakery
Common Areas
Retail (Sq. Ft.)
1250
800
160
900
500
800
4410 +
Wholesale (Sq. Ft.)
1250
200
640
2090 = 6500 sq. ft.
The most appropriate trip end category for your mix of uses
is "supermarket". A "low" trip end estimate calculates wholesale
space at the lower wholesale trip rate and retail space at the
supermarket rate. A "high" estimate calculates all space at the
supermarket rate.
North Owntry Planning• 1.5NIc►r-s-c I)ri%,c• I?' x.Irt.,\T.
page A-2
"Low" Estimate
2,090 S.F. Wholesale
4,410 S.F. Supermarket
"High" Estimate
6,500 _S.F. Supermarket
A.M. Peak Hour Enter
3
3
Exit
1
1
Total
4
4
P.M. Peak Hour Enter
20
29
Exit
20
28
Total
40
57
Average Weekday
568
816
Based on the above, traffic volumes are calculated between 40
and 57 trip ends during the peak hour of travel. To provide a mar-
gin of safety, the higher estimate is used for the calculations in
the remainder of this report. Traffic splits are as follows: 65%
to/from Burlington,'30% to/from Shelburne and 5% to/from Bartletts
Bay Road.
II. Level of Service - Route 7/Bartletts Bay Road
The Route 7/Bartletts Bay Road intersection has been evaluated
at least twice recently : (1) by "1homas Adler for Lakeview Associ-
ates and (2) by North Country planning for the Harbor View Inn.
Turning movements in Figures 1 and 2 are taken directly from the
latter report, dated May 5, 1986. Incremental traffic volumes from
the specialty food market are underlined. Incremental trips equal
projected food market trips less an assumed 19 trip ends, based on
retail square footage, for the previous building occupant, Mill -
brook Bread.
NortIi Onnitry Planning I<i1%I()ttic I)rik'r• F,;,,CX,1 l.,VT.
1-'uYU A-3
FIGURE 1 : CURRENT P.M. DHV
R0UTE 7/BARTLETTS BAY' ROAD
Route 7
12
4+ 1127 33
__j
Bartletts 120
91 + 12
Bay — 5
Road 2 �--- 46
29 + 6 ----JI
I I I
14 863 14
6
FIGURE" 2 : 1991/92 P.M. D{IV
ROUTE 7/BARTLETTS BAY ROAD
Route 7
12
54 134 37
Bartletts 134
Bay 102 + 12 —��
Road 2 51
32 + 6 ---�,j
16 r
+ 1101,1 l,1
6
6
Green
Mountain
Drive
Green
Mountain
Drive
N0l-di C(mntry Planning a 15 N[msc I )rive * 1?sscx.Ict., XT.
p(I ye I � - 4
Previous reports indicated that. the intersection currently op-
erates in the mid to low D ranee but can be improved to level C af-
ter proposed upgrading of Route 7. An u-)dated evaluation by North
Country Planning shows that the intersection has slipped into the
high E range but again can be -improved to level C with Route 7 up-
grading. The table below indicates current and projected levels of
service with and without the proposed specialty food market. All
worksheets are provided in the appendix.
-- — - Time Period-- —
Current DIN Without Development 1
Current DHV with Development 2
1991/92 -'.,HV Without Development 1,3
1991/92 DHV With Development 2,3
Level of Service
E
E
C
C
,Average Delay 4
40.9
44.1
17.7
18.4
(1) Includes previous occupant, Millbrook Bread.
(2) With incremental trip ends from the specialty food market.
(3) Includes other developments, i.e. Lakewood and Harbor View Inn,
as well as projected Route 7 upgrading to 5 lanes.
(4) All calculated delays assume minor signal timing adjustments.
Delays would be even longer with existing signal timing.
Additional specialty food market traffic causes average delay
to decline by 3.2 seconds in the current design hour and by 0.7 sec-
onds in the 1991/92 design hour. The current design hour is more
sensitive to any additonal traffic because of its closeness to sat-
urated conditions.
No rtIi ( Otiiltry I'IMillliig • 15 NIOi--,c I I'-;SCX, Ic(., �'I,.
page A-5
III. R�jht Turn Enter From Route 7'
A curb cut currently is available on the Route 7 frontage of
the parcel, and the specialty food market proposes to retain that
curb cut as a "right -turn enter". Generally, curb cuts on arterial
roads are encouraged to be closed whenever possible. However, an
argument can be made for retention of the "right -turn enter" here.
Projected traffic volumes entering as a right turn from the
North are fairly low - 19 in the p.m. peak hour. Those vehicles will
enter the parcel via a right turn either at a private curb cut or
at Bartletts Bay Road. It is possible to design a private access
that will actually allow right -turning vehicles to exit Route 7 at a
faster rate of speed'than at the Bartletts Bay intersection. This
arrangement may help reduce potential rear -end accidents on Route 7.
If a privatefcurb cut is permitted several design items should
be required:
(1) The access should be sharply angled to discourage any
exiting movements.
(2) Turning radii and driveway length should be designed to
allow moderate exiting speeds.
(3) Parking and circulation conflicts should be minimized at
the entrance point. The Route 7 side of the building should be
clearly marked with "no parking" signs. The apparent single park-
ing space at the northeast corner of the building and the one paral-
lel parking space closest to the Route 7 entrance should be deleted.
(4) All entering traffic should be directed to the left, i.e.
in front of the building. One-way traffic to the north of the build-
ing should be rerouted to provide continuous clockwise flow around
the parcel.
(5) It is assumed that all building access points will be on
the south and west sides and that no customer entrance will be
available on the Route 7 side of the building.
North Gnint y Planning • I )rix•c • E,,*;cx.)ct., AT.
APPENDIX
Level of Service Calculations
1) Current P.M. DHV - Without Development
2) Current P.M. DHV - With Development
3) 1991/92 P.M. DHV - Without Development
4) 1991/92 P.M. DHV - With Development
No rtIi ( wuitry I )kiii11111g • I:i ,%h)1tik-- I )ri""" O Fs-, x, l(•I., AT.
HCM(1985) SIGNALIZED INTERSECTlON CAPACITY ANALYSIS
lNTERSECTION:Route 7/Bartletts Bay Rd/Green Mt Dr AREA fYRL:
NON-CBD '
INTERSECTION LOCATION:South Burlington
DATE AND TIME PERIOD ANALYZED:Current PM DHV
ADDITIONAL INFORMATION:Without Development
ANALYS&D. Spitz TODAY'S DATE:3/13/87
C** INPUT INFORMATION ***
-----------------------------------------------
mnprwnn//mn Qn//Tunn//mn FAqTnnHmn uF9TRD/)ND
LEFT TURNING VOLUME "
THROUGH VOLUME
RIGHT TURNING VOLUME
PEDESTRIANS
ARRIVAL TYPE
PEAK HOUR FACTOR
PERCENT HEAVY VEHICLES
NUMBER OF BUSES
GRADE
THROUGH LANE UTILIZATION FACTOR
BASE SATURATION FLOW
NUMBER OF LANES
PARKING?
PARKING MANUEVERS PER HOUR
SIGNAL TYPE:
CYCLE LENGTH:
`
14
A-,
41
+�
863
1127
2
5
14
48
29
120
50
50
50
50
3
3
3
3
0.90
0.98
0.90
0.90
0.05
0.04
0.03
0.03
0
0
0
0
0.00
0.00
0.02
-.02
1.00
1.00
1.00
1.00
1800
1800
1800
1800
2
2
1
1
N
N
N
N
0
0
0
0
EMI -ACTUATED
75
NORTHBOUND:
LANE GROUP
1
LANE GROUP 2
LANE GROUP 3
LANE GROUP
CONFIGURATION
1
12
0
NUMBER OF
LANES
1
1
0
LANE WIDTH
12
14
0
GREEN TIME
8.0
46.0
0.0
SOUTHBOUND:
LANE GROUP
1
LANE GROUP 2
LANE GROUP 3
LANE GROUP
CONFIGURATION
1
12
0
NUMBER OF
LANES
1
1
0
LANE WIDTH
12
14
0
GREEN TIME
8 0
.
46 ' 0
0 , 0
EASTBOUND:
LANE GROUP
1
LANE GROUP 2
LANE GROUP 3
LANE GROUP
CONFIGURATION
7
0
0
NUMBER OF
LANES
1
0
0
LANE WIDTH
12
0
0
GREEN TIME
12.0
0.0
0.0
WESTBOUND:
LANE GROUP
1
LANE GROUP 2
LANE GROUP 3
LANE GROUP
CONFIGURATION
7
0
0
NUMBER OF
LANES
1
0
0
LANE WIDTH
15
0
0
GREEN TIME
12.0
0.0
0.0
HCM(1985) SIGNALIZED INTERSECTION CAPACITY ANALYSIS
lNTERSECTION:Route 7/Bartletts Bay.Rd/6reen Mt Dr AREA TYPE:
NON-CBD
INTERSECTION LOCATION:South Burlington
DATE AND TIME PERIOD ANALYZED:Current PM DHV
ADDITIONAL INFORMATIONWithout Development
ANALYST:D. Spitz TODAY`S DATE:3/13/87
___________________________________________________________________________-__
THE INTERSECTION AVERAGE STOPPED DELAY !S:,-,.40.'D
THE INTERSECTION LEVEL OF SERVICE IS:--------------------------- _____________-~_.------------------------------------
STOPPED DELAY (SEC/VEH)
ADJUSTED LANE GROUP APPROACH
APPROACH LANE GROUP VOLUME V/C DELAY LOS DELAY LOS
______________________________________________________________________________
.1 15.56 0.09 22.96 C
NORTHBOUND 2 974.44 0.89 16.22 C 16.33 C
3 0.00 0.00 0.00
______________________________________________________________________________
1 33.67 0.19 23.27 C
SOUTHBOUND 2 1198.98 1.09 64.55 F 63.42 F
3 0.00 0.00 0.00
______________________________________________________________________________
1 135.56 0.75 33.77 D
EASTBOUND
2 0.00 0.00 0.00 33.77 D
3 0.00 0.00 0.00
______________________________________________________________________________
1 190.00 0.69 27.42 D
WESTBOUND 2 0.00 0.00 0.00 27.42 D
3 0.00 0.00 0.00
HCM(1985) SIGNALIZED INTER8ECTION CAPACl[Y ANALYSIS
INTERSECTION:Route 7/Bartletts Bay Rd/Green Mt Or AREA TYPE:
NON-CBD
INTERSECTION LOCATION:South Burlington
DATE AND TIME PERIOD ANALYZED:Current PM DHV
ADDITIONAL INFORMATION:With Development
ANALYST:D. Spitz TODAY'S DATE:3/13/87
= INPUT INFORMATION ***
�
-----------------------------------------
mnPTMAnHmn qnHTHRnHND qn||Tunn/|mn FAqTnn|<mn uFqTA0|mD
LEFT TURNING VOLUME
20
�13
1.U13
46.
THROUGH VOLUME'
863
1127
2
5
RIGHT TURNING VOLUME
14
60
35
120
PEDESTRIANS
50
50
50
50
ARRIVAL TYPE
3
3
3
3
PEAK HOUR FACTOR
0.90
0.98
0.90
0.90
PERCENT HEAVY VEHICLES
0.05
0.04
0.03
0.03
NUMBER OF BUSES
0
0
0
0
GRADE
0.00
0.00
0.02
-.02
THROUGH LANE UTILIZATION FACTOR
1.00
1.00
1.00
1.00
BASE SATURATION FLOW
1800
1800
1800
1800
NUMBER OF LANES
2
2
1
1
PARKING?
N
N
N
N
PARKING MANUEVERS PER HOUR
0
0
0
0
SIGNAL TYPE:
SEMI -ACTUATED
CYCLE LENGTH:
75
NORTHBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
1
0
LANE WIDTH
12
14
0
GREEN TIME
8.0
46.0
0.0
SOUTHBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
1
0
LANE WIDTH
12
14
0
GREEN TIME
8.0
46.0
0.0
EASTBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
0
NUMBER OF LANES
1
0
0
LANE WIDTH
12
0
0
GREEN TIME
12.0
WESTBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
0
NUMBER OF LANES
1
0
0
LANE WIDTH
15
0
0
GREEN TIME
12.0
0.0
0.0
HCM(1985) SIGNALIZED INTERSECTION CAPACITY ANALYSIS
INTERSECTION: Route 7/bartletts Bay Rd/Green Mt Dr AREA TYPE:
NON-CBD .
INTERSECTION LOCATION:South Burlington
DATE AND TIME pERIOD ANALYZED:Current PM DHV
ADDITIONAL INFORMATIONWith Development
ANALYST:D. Spitz TODAY'S DATE:3/13/87
______________________________________________________________________________
THE INTERSECTION AVERAGE STOPPED DELAY IS .1
THE INTERSECTION LEVEL OF SERVICE IS: /E /
------------------------------------------\��r____________________________-__--
' STOPPED DELAY (SEC/VEH)
ADJUSTED LANE GROUP APPROACH
APPROACH LANE GROUP VOLUME V/C DELAY LOS DELAY LOS
______________________________________________________________________________
1 22.22 0.12 23.07 C
NORTHBOUND 2 974.44 0.89 16.22 C 16.37 1.-:
3 0.00 0.00 0.00
______________________________________________________________________________
1 33.67 0.19 23.27 C
SOUTHBOUND 2 1211.22 1.10 69.79 F 68.53 F
3 0.00 0.00 0.00
______________________________________________________________________________
1 155.56 0.86 45.71 E
EASTBOUND ` 2 0.00 0.00 0.00 45.71 E
3 0.00 0.00 0.00
______________________________________________________________________________
1 130.00 0.69 27.66 D
WESTBOUND 2 0.00 0.00 0.00 27.66 D
3 0.00 0.00 0.00
HCM(1985) SIGNALIZED
INTERSECTION
CAPACITY
ANALYSIS
INTERSECTION:Route 7/Bartletts
Bay Rd/Green
Mt Dr
AREA TYPE:
NON-CBD
INTERSECTION LOCATION:S6uth
Burlington
DATE AND TIME PERIOD ANALYZED:1991192
PM
DHV
ADDITIONAL INFORMATION:Without
Development
ANALYST:D. Spitz
TODAY'S
DATE:3/13/87
______________________________________________________________________________
*** INPUT INFORMATION
***
______________________________________________________________________________
NORTHBOUND SOUTHBOUND
EASTBOUND WESTBOUND
LEFT TURNING VOLUME
16
37
102
51
THROUGH VOLUME
1021
1346
2
6
RIGHT TURNING VOLUME
' 16
54
32
134
PEDESTRIANS
50
50
50
50
ARRIVAL TYPE
3
3
3
3
PEAK HOUR FACTOR
0.90
0.92
0.90
0.90
PERCENT HEAVY VEHICLES
0.05
0.04
0.03
0.03
NUMBER OF BUSES
0
0
0
0
GRADE
0.00
0.00
0.02
-.02
THROUGH LANE UTILIZATION FACTOR
1.05
1.05
1.00
1.00
BASE SATURATION FLOW
. 1800
1800
1800
1800
NUMBER OF LANES
3
3
1
1
PARKING''.-,
N
N
N
N
PARKING MANUEVERS PER HOUR
0
0
0
0
SIGNAL TYPE:
SEMI -ACTUATED
CYCLE LENGTH:
75
NORTHBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
2
0
LANE WIDTH
12
11 '
0
GREEN TIME
10.0
39.0
0.0
SOUTHBOUND:
LANE GROUP 1
LANE GROUP
2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
2
0
LANE WIDTH
12
11
0
GREEN TIME
10.0
39.0
0.0
EASTBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
0
NUMBER OF LANES
1
0
0
LANE WIDTH
12
0
0
GREEN TIME
17.0
0.0
0.0
WESTBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
0
NUMBER OF LANES
1
0
0
LANE WIDTH
15
0
0
GREEN TIME
17.0 '
0.0
0.0
HCM(1985) SIGNALIZED INTERSECTION CAPACITY ANALYSIS
INTERSECTION:Route 7/Bartletts Bay Rd/Green Mt Dr AREA TYPE:
NON-CBD
INTERSECTION LOCATION:South Burlington
DATE AND TIME PERIOD ANALYZED:1991/92 PM DHV
ADDITIONAL INFORMATION:Without Development
ANALYST:D. Spitz TODAY'S DATE:3/13/87
______________________________________________________________________________
THE INTERSECTION AVERAGE STOPPED DELAY I .7
THE INTERSECTION LEVEL OF SERVICE IS:
-----------------------------------------~~-----------------------------------
STOPPED DELAY (SEC/VEH)
ADJUSTED LANE GROUP APPROACH
APPROACH LANE GROUP VOLUME V/C DELAY LOS DELAY LOS
______________________________________________________________________________
1 17.78 0.08 21.64 C
NORTHBOUND 2 1209.83 0.72 11.55 B 11.70 B
3 0.00 0.00 0.00
______________________________________________________________________________
1 40.22 0.18 21.98 C
SOUTHBOUND 2 1597.83 0.95 21.36 C 21.38 C
3 0.00 0.00 0.00
______________________________________________________________________________
1 151.11 0.60 22.61 C
EASTBOUND
2 0.00 0.00 . 0.00 22.61 C
3 0.00 0.00 0.00
-----------------------------------------------------------------------------�
1 212.22 0'57 21.16 C
WESTBOUND 2 0.00 0.00 0.00 21.16 C
3 0.00 0.00 0.00
'
^
HCM(1985) SIGNALIZED
INTERSECTION CAPACITY ANALYSIS
INTERSECTION:Route 7/Bartletts
Bay Rd/Green Mt Dr
AREA TYPE:
NON-CQD
INTERSECTION LOCATION:South
Burlington
DATE AND TIME PERIOD ANALYZED:199F/92
PM DHV
ADDITIONAL INFORMATION:With
Development
ANALYST:D. Spitz
TODAY'S DATE:3/13/87
______________________________________________________________________________
*** INPUT INFORMATION ***
____________________________________________________________________1_________
NORTHBOUND
SOUTHBOUND EASTBOUND
WESTBOUND
LEFT TURNING VOLUME
22
37 114
51
THROUGH VOLUME '
1021
1346 2
6
RIGHT TURNING VOLUME
16
66 38
134
PEDESTRIANS
50
50 50
50
ARRIVAL TYPE
3
3 3
3
PEAK HOUR FACTOR
0.90
0.92 0.90
0.90
PERCENT HEAVY VEHICLES
0.05
0.04 0.03
0.03
NUMBER OF BUSES
0
0 0
0
GRADE
.
0 00
0 00 0 02
, ~
-.02
THROUGH LANE UTILIZATION FACTOR 1.05
1.05 1.00
1.00
BASE SATURATION FLOW
1800
1800 1800
1800
NUMBER OF LANES
3
3 1
1
PARKING'?
N
N N
N
PARKING MANUEVERS PER HOUR
0
0 0
0
SIGNAL TYPE:
SEMI -ACTUATED
CYCLE LENGTH:
75
NORTHBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
2
0
LANE WIDTH
12
11
0
GREEN TIME
10.0
39.0
0.0
SOUTHBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
1
12
0
NUMBER OF LANES
1
2
0
LANE WIDTH
12
11
0
GREEN TIME
10.0
39.0
0.A
EASTBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
U
NUMBER OF LANES
1
0
0
LANE WIDTH
12
0
0
GREEN TIME
17.0
0.0
0.0
WESTBOUND:
LANE GROUP 1
LANE GROUP 2
LANE GROUP 3
LANE GROUP CONFIGURATION
7
0
0
NUMBER OF LANES
1
0
0
LANE WIDTH
15
0
{)
GREEN TIME
17.0
0.0 -
0.0
HCM(1985) SIGNALIZED INTEPSECTION CAPACITY ANALYSIS
INTERSECTION:Route 7/Bartletts Bay Rd/Green Mt Dr AREA TYPE:
NON-CBD
INTERSECTION LOCATION:South BurliNgton
DATE AND TIME PERIOD ANALYZED:1991/92 PM DHV
ADDITIONAL INFORMATION:With Development
ANALYST:D. Spitz TODAY'S DATE:3/13/87
______________________________________________________________________________
THE INTERSECTION AVERAGE STOPPED DELAY ;S:.4THE INTERSECTION LEVEL OF SERVICE IS:---------------------------------------------------------------------------------
STOPPED DELAY (SEC/VEH)
ADJUSTED LANE GROUP APPROACH
APPROACH LANE GROUP VOLUME V/C DELAY LOS DELAY LOS
______________________________________________________________________________
1 24.44 0.11 21.73 C
NORTHBOUND 2 1209.83 0.72 11.55 B 11.76 B
3 0.00 0.00 0.00
______________________________________________________________________________
1 40.22 0.18 21.98 C
SOUTHBOUND 2 1611.52 0.95 22.35 C 22.34 C
3 0.00 0.00 0.00
______________________________________________________________________________
1 171.11 0.68 25.16 D
EASTBOUND 2 0.00 0.00 0'00 25.16 D
3 0.00 0.00 0.00
______________________________________________________________________________
1 212.22 0.58 21.23 C
WESTBOUND 2 0'00 0.00 0.00 21.23 C
3 0.00 0.00 0.00
/�- a i8
_.
March 9, 1987
Dennis Pomerleau
Pomerleau Real Estate
P.O. Box 6
Burlington, Vermont 05401
Re: Millbrook & 981 Shelburne Road
Dear Mr. Pomerleau:
Be advised that the South Burlington Zoning Board of Adjust-
ment will hold a public hearing at the City Offices, Conference
Room, 575 Dorset Street on Monday, March 23, 1987 at
7:00 P.M. to consider your appeal.
Very truly,
Richard Ward,
Zoning Administrative Officer
RW/mcp
LEGAL NOTICES 1
SOUTH BURLINGTON
ZONING NOTICE
In accordance with the South
Burlington Zoningg Regulations
and Chapter 117, Title 24
V.S.A., the South Burlington Zon-
ing Board of Adjustment will hold
a public hearing at the South
Burlington Municipal Offices,
Conference Room, 575 Dorset
Street, South Hudington, Vermont
on Monday, Match 23, 1987, (n
7:00 pm. to consider the follow-
ing:
# I. Appeal of Charles Ander-
son & Albert St. Amand
seeking a variance, from
Section 11.10, Permitted
uses and approval under
Section 19.652 Multiple
Uses of the South Budiny-
ton Regulations. Request is
for permission to construct
a 60'xl60' building occu-
pying 4800 square feet as
a radio equipment (auto-
motive) sales and service
and 4800 square feet for
warehousing, on a lot con-
taining approximately one
acre, located at 59 Swift
Street.
02. Appeal of Robert Richards,
John Roo & Antonio Po-
medeau seeking approval,
from Section 19.652, Mul-
tiple Uses and Section
12.20 subsection 12.218
Conditional Uses of the
South Burlington Reguto-
tions. Request is for per-
mission to occupy on
existing structure can-
loining approximately
6500 square feet as a
wholesale -retail establish-
ment for the sole of meats -
fish and produce also in-
cludes manufacturing of
pasta and baked goods
and deli on a lot con-
taining 45,000arelbfeenet
located at 1525 squSheur
Road.
M3. Appeal of William and Di-
ane Meyer seeking a vori-
once, from Section 19.00,
Non -conforming Uses, sub-
section 19.003 extensions
of the South Burlington
Regulations. Request is for
permission to convert an
existing single-family
dwelling to a two-family
dwelling on a lot con-
toiningg two acres, located
at 118Spear Street.
04. Appeal of Isomerism Real
Estate, Dennis Pomerlsau
seeking oppprovol, from
Section 19.35, Removal
and filling with earth prod-
ucts of the South Burin$ -
ton Regulations. Request is
for permission to fill a par-
cel of land containing op-
proximotely 30 acres, to a
maximum depth of 30 feet
in conjunction with con-
struction of the Southern
Connector, located at 981
Shelburne Rood southerly
of Burger King.
05. Appeal of Mary and Joan
Perry and Judith Bailey
seeking a variance, from
Section 17.604, Area,
density and dimensional
requirements and oppro-
val of Section 17.602 con-
ditional use of the South
Burlington Regulations. Re-
quest is for permission to
convert on existing single.
family dwelling into 0 pro-
fessional office 0 Zs cs-
rornks) on a lot cis to Ong
9800 square feet with 70
feet frontoga, located of
321 Dorset Street.
Richard Ward
Zoning Administrative Officer
Morch 7, 1987 -
STAND OUT
AND SELL MORE -
USE STARSI
r
r
OTICE OF APPEAL
SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT
Name, address and telephone # of applicant a /60 C.)
6 ,sue O 6,�
Name, address of property owner A , j O
PO .gc) , Q woe 1 L/ S 43
Property location and description % %a
I hereby appeal to the Zoning Board of Adjustment for the following: conditional use,
variance or decision of the administrative officer. I understand the meetings are
held twice a month (second and fourth Mondays). The legal advertisement must appear
a minimum of fifteen (15) days before the hearing. I agree to pay the hearing fee
of $30.00 which is to off -set the cost of the hearing.
Hearing Date Signature of Appellant
Do not write below 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 at
(day of week)
to consider
fthe
/ following:
#� Appeal of/ i X41
seeking�.n�',��.. from Section
month and date)
rime
1,ew� �Z'o�z' ' ��^44�v A-0— —44-4 4 of the South
Burlington Regulations. Request is
for permission to
_
n / 4.
,Q� p lr�s� { l ,�j.�.�-1 /LSao e'er ..iG.l__,d_
..p,,� r.,� .��� %��j • C7 p Ci rt7�..a.. � _,,,�^°'��--�."'./C�I�a�r' R✓'�—� !� c ;9'
4AKe
-2K40e 14—,
?-, a p�r.�-�� �..�.,.
117 8
r
W -� c sue:..._.... -•�-/�''a-�, y' -^-�
�Q-r.�c.� .�c�..s-c.,�l.�--.�-- �y v.� Z.,,, C,"�c...• v o, .n-,,t Vic...
�•-i a.,.: ,.L�-Q.-G•�d G�•-•d ....--t_..f,.� ��/�C..,.. ,�.,r,,ti,.. a,Q,._,. ------�-�--�
NOTICE OF APPEAL
SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT
Name, address and telephone # of applicant Robert Richards, and John Rao, III
Shelburne, VT and 100 W. Canal Street, Wino oski_.,VT. 802-985-88,04
Name, address of property owner Antonin B. Pomerleau. 69 College Street,
Burlington, VT 05402
Property location and description Building (former Millbrook Bread) located
corner of Shelburne Road and Bartletts Bay Road, South Burlington. V
I hereby appeal to the Zoning Board of Adjustment for the followinr
nal use,
variance or decision of the administrative officer. I u ersta tgs are
held twice a month (second and fourth Mondays). The leg 1 adve ist appear
a minimum of fifteen (15) days before the hearing. I ag a to yg fee -
of $30.00 which is to off -set the cost of the hearing.
.fL���
Ag 7
Hearing Date S' na Appellant
Do not write below this li
SOUTH BURLINGTON ZONING NOT 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 Dorset Street, South
Burlington, Vermont on at
(day of week) (month and date) time
to consider the following:
Appeal of <` !
seeking �i, .�_.- , from Section
7 of the South
Burlington Regulations. Request is for permission to
ax -N,-, -e 1A.0,
ii A-... � la--X. 444_'_e' A-4.-e ..,.t.,-.��--�-f
Ad Soo d-W
(J 0 0 ,dS . ZZ,7'1 ,
1
W
�� �� : '`L-c.�
,�`� � �'
�t � ���:
��^
„f"N
! y
Z-3 47
/C IA)
POMERUAL
January 30, 1987
Mr. Richard Ward
Zoning Administrator
City Hall - Dorset Street
South Burlington, VT 05403
Dear Mr. Ward:
I would like to formerly request that you withdraw my zoning application
on the site at the corner of Bartletts Bay Road and US Rt. 7.
Sincerely,
4'med"t�'
Dennis F. Pomerleau
DFP/nlb
Pomerleau Real Estate Co. 69 College Street Burlington, Vermont 05401 802/ 863-2841
SOUTH BURLINGTON
ZONING NOTICE
In accordance with the South
Burlington Zoning isle 241VrS.As
and Chapter 117,
the South Burlington Zoning
Board of Adjustment will hold a
Public hearing at the South Bun_
ngton Municipal Offices, I
ference Room, 575 Dorset I
Street, South Burlington, Vermont I
on Monday, February 9, 1967, 1
at 7:00 P.M. to consider the I
following:
M 1 Appeal of Peter and He from
Graa seekingg a variance,
Section 18.00, Area, density and
dimensional requirements of the
South Burlington Regulations. Re-
quest is for permission to con-
struct a 12' x 32' deck to within
nineteen 119) feet of the re-
_._quired.real Yard line, at 20
Brookwood Drive.
M2 Appeal of Robert Richards,
John Rao and Antonio Pomerleau
seekingg opproval, from Section
19.6521 Multiple uses and Sec-
tion 12,20 Conditional use sub
section 12.218 of the South Bur-
lington Regulations_ Request is
for permission to occupy an
existing structure containing op -
proximately 6,0 square feet
as a wholesa50
I.
- retail establish-
ment for the sale of meats fish II
and produce also included man-
ufacturing of pasta and baked
goods and a deli oce feetcao-
taining 39,000 q
n
cared at 1525 Shelburne Road.
Richard Ward
zoning Administrator
January 24, 1987