HomeMy WebLinkAboutCU-85-0000 - Supplemental - 1620 Shelburne RoadNORDIC FORD/TOYOTA
1600 Shelburne Road
Area zoned C-2 District
Section 12.20 Conditional use - sub section 12.214 automobile and
marine sales and service
Section 19.05 Conditional uses
Sub -section 19.056 "alteration, extension or other change, etc."
Existing Nordic Toyota located northerly of Nordic Ford - proposed
new facility 14,000 square feet located south side of Ford
Total parcel 13.7 acres -lot in question 3.0 acres (216' x 600'
1-�-�� 0o
NOTICE OF APPEAL t%
SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT
Name, address and telephone # of applicant Allson Partnership
1600 Shelburne Road South Burlington Vermont 05401 863 6000
Name, address of property owner same
Property location and description ± 14,000 sq ft building and site improvements to
13.7 acre parcel at the corner of Shelburne Road and Green Mountain Drive.
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 legaZtoay
t mus appear
a miri;ur�, of fifteen (15) days before the hearing. I agrhe ring fee
gf $30.00 which isto off —set the cost of the hearing
Hearing Date Si nature of Appell nt
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) (month and date) time
to consider the following:
}�- Appeal of
seeking:ffr>,,G.; from Section ,
•�J e_<,_ F...,r.,,� �' ! of the South
Burlington Regulations. Request is for permission to
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No Text
NORDIC
FORD/TOYOTA
15 August 1985
Mrs. Jane Bechtel
Planning Director
South Burlington Planning Commission
Dorset Street
S. Burlington, VT
Dear Mrs. Bechtel:
1580-1600 Shelburne Road
So. Burlington, VT 05402
802-863-6000
I am writing concerning Allson Partnership's application for the project
at Nordic Toyota.
Our Toyota business has grown threefold in the past three years and we
find we need to provide a larger, more modern facility to better service
our existing customers. Although we anticipate some additional growth
in the next few years, these new facilities are designed to handle it.
We were asked by our architects to provide you with some traffic count
data so you might better assess the impact of this project on Shelburne
Road traffic. I have enclosed copies of the count from Monday, August
12th through Wednesday, August 14th. These are normally our higher traffic
days and are representative for comparable periods during the year. Our
traffic count drops Thursday and Friday, and Saturday is a sales only
day (our service, parts and body shop departments are closed), so the
impact on Shelburne Road traffic would be less. The highest count was
4 to 6 pm on Monday, the 12th, when 256 trips were counted.
As our architects have told you, we are in the process of purchasing the
Otter Valley facility located on Green Mountain Drive in back of our present
facilities which will increase our green space requirements and by the
hearing date those negotiations should be far enough along to assure your
committee of a definite transfer to Allson Partnership.
WE DO IT RIGHT... THE FIRST TIME!
I
NORDIC
FORD/TOYOTA
Mrs. Jane Bechtel
1580-1600 Shelburne Road
So. Burlington, VT 05402
802-863-6000
Page 2
We have enjoyed doing business in South Burlington and hope that your
committee gives favorable approval for this project so we may remain here
within the community with our Toyota operation.
If there are Ali -additional questions I may answer, please feel free to
call mei at. 63-6000.
Best wi
Ross�nderson
Partner, Allson Partnerships
RECEIVED
AUG - 1985
ALEXAiiL'LR & TRUEX
WE DO I T RIGHT... THE FIRST TIME!
.................. .
6
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Alexander / Truex / de Groot Inc.
William H. Truex, Jr., A.I.A. Dick Ward
President Zoning Administrator
Eugene Alexander, A.I.A. City of South Burlington
Vice President 575 Dorset Street
Willem I. de Groot, A.I.A. South Burlington, Vermont
Secretary/Treasurer g r
05401
August 20, 1965
Dear Dick,
Enclosed is an application and accompanying prints for a
conditional use permit for Nordic/Ford Toyota's planned
improvements. We are submitting the application today in order
to meet the deadline for the September 9th hearing.
I believe you will find everything in
review the application and let me know
is required.
cc. Ross Anderson/Peter Allison
Architecture
Industrial Design
Interior Design
Landscape Architecture
Program Analysis
Feasibility Studies
Planning
209 Battery Street
Burlington
Vermont 05401
802 658-2775
order; however, please
if additional information
S'n�Cerely, �I
`� zl/
Kathy Hun
August 26, 1965
Ross Anderson
Nordic Toyota
1620 Shelburne Road
South Burlington, VT 05401
Re: zoning appeal
Dear Mr. Anderson:
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 9, 1985 at 5:00 P.M. to
consider your request.
Please plan to attend this meeting.
Very truly,
Richard Ward,
Zoning Administrative Officer
RW/mcq
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STATE OF VERMONT
AGENCY OF TRANSPORTATION
133 State Street, Administration Building
Montpelier, Vermont 05602
June 16, 1986
Pinkham Engineering Associates, Inc.
431 Pine Street
Burlington, VT 05401
ATTN: Blake Stimson
RE: South Burlington, US 7
LS 28+0036+00 RT
Dear Mr. Stimson:
Your application for a permit to perform work within
the highway right-of-way at the referenced location has
been processed by this office and is enclosed.
Please contact the District Transportation Administrator
John Wood at Essex Junction, phone 655-1580, at your conven-
ience, to receive information about the conditions attached
to the permit and to arrange for timely inspection of the
work.
Sincerely,
606r-4 '!�. 77?az�
Wayne G. Martin
Utilities Engineer
WGM:RW:dd
Enclosure
CC: Utility File
John Wood, DTA #5
Katherine Vose, Coordinator
Nordic Ford/Toyota
City Planning Carmission
STATE OF VERMONT
AGENCY OF TRANSPORTATION
Zi
PERMIT APPLICATION
Applicant's Name, Address & Phone No. ...Ri,nkham Engi,neeri,ng Associ,.ates,Inc.............. .
431 Pine Street, Burlington, VT 05401 658-5588 Contact: Blake Stimson
.....................................................................................
Owner's Name & Address (if different from above) ... NRrdtQ .F4rd/.TRy.Rtd ........................
Shelburne Road, South.Burlington, VT..05401....,Contact:...Ross Anderson
..................... .... ..... ... .. ... .. .... ....... .... ........
The location of this work (town, highway #, distance to nearest mile marker or intersection & which side)
On the east side of Shelburne Road (U.S. Route7) immediately north of the Green
.. ... ... . .. .. ... ..... .... . . ...... .......... ..... .. ... .. .
Mountain Drive intersection.
.....................................................................................
Description of the work to be performed (attach sketch) ...Relocate .exi.sti.nq .drai.naQq .di.tch ,from .
Route 7 ROW inside Nordic property line.
.....................................................................................
Has zoning or Act 250 application been filed? . ,YES, ACt 250 Appli.cati.on .# AC0649 .......... . .. .
If yes, give application * or other identification, if different from above.
Date work expected to begin ........Spring ....... . .................... 19. 86
Applicant „.?inkham^Engineering Associates, Inc.
By,,
..................... Date
C
Co-Applicant.....................+................................................
By
PERMIT APPROVAL
This permit is issued with the following directions, restrictions and conditions, and covers only the work
described hereinafter, and then only when the work described is performed as directed, and subject to the
following special conditions:
Permission is granted to regrade within the ROW to provide a settling basin on the Owner'
.....................................................................................
property, to install necessary culverts, and to connect to existing drainage at Green
Mbbnba1n* brive- all, as' indicahecl' bn' hhe' atbacheu plans : ' ALSO SEE' ATTACHED......... .
SPECIAL.CONDITIONS!..................................................................
Work to be completed by ..... 9q9PPF. l............ 19 86.. .
F.E. Aldrich
......... . ......................
Direct 9. onstructio
By .. . . . .......... Date . 6/16/86...... .
NOTICE: This pe t covers only rights vested in the State Transportation Agency over this highway and it
does not release 06 petitioner from the requirements of any other statutes, ordinances, rules or regulations.
This permit is effective upon compliance with such of these other requirements as are applicable.
SEE OTHER SIDE FOR ADDITIONAL CONDITIONS
No work shall be done under this permit until the party or parties to whom it is granted shall have communi-
cated with and received instructions from the District Transportation Administrator at .Essex Jct .......
John Wood, phone 655-1580
......................................................................................
TA 210 4M 6/84
Pinkham Engineering Assoc., Inc.
So. Burl., US 7, LS 28+00-36+00 RT
SPECIAL CONDITIONS
X The access shall be constructed in accordance with _h
(a) Detail and the profile and notes of Standard
Drawing B-71, copy attached.
(b) The attached plan, L - 2. and the
profile and notes of Standard Drawing B-71, copy
attached.
(c) Standard Drawing A-76, copy attached.
X The drives must be constructed so as to prevent water from
running onto the highway. If requested, the District Trans-
portation Administrator will inspect the drives prior to
paving. If this is not done, and the drives is not satis-
factory, the District Administrator will order their recons-
truction at the owner's expense.
X Drainage along the property frontage is to be construct in accord
with the attached plans, to the satisfaction of the DTA. Tht outlets
of any culverts discharging into the highway ditch shall have stone
fill or other dissipation device installed to reduce scouring of slopes.
X The Owner is responsible for access maintenance.
X In the event that area or sign lighting proves to be a hazard
to the traveling public, the Petitioner will be ordered to
remove or modify the lighting at this own expense.
X In the event that traffic from this business increases to the point
where additional traffic control measures are necessary, the expense
of such traffic control measures shall be borne by the Owner, his
successors, and assigns. The determination of need for such mea-
sures is the responsibility of the Agency of Transportation and will
be based upon a survey and recommendations of the Chief Engineer.
X Construction of the access will be performed in such a way that
interference with traffic using the highway is kept to a minimum.
If considered necessary by the District Transportation Administrator,
uniformed special officers shall be employed to direct traffic
during the construction period, at the expense of the Owner.
r MAlmlw 7F
24' $MAW
RENT. C0W_ RMM -
(wwoLo Ito 625)
CL CRA1E ! fRtlWE - {18AYO- :f 243
r
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MNAFAcnam BY
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MLL4-5T6 Sl0
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MOM ALL CONOIEIE 4000 PSI ICE DAr4 MIN REtlF. STEEL.
TYPICAL CATCH BASIN
N,T.S
IEAtx MCxs �---Cl Mx RM a Cam (L.&4pm LC 239 Ot A'PR. EOLAO
/ A 1 E FRa9t t#ODE
1
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s' SQUARE r REIL CON_ w.E
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30. ACP �1f
RIV 1474 ;I
WM ALL COIICREIE 4000 PS O]I DAYS VAIN REAR. STM
x;
STORM JUNCTION BOX
KLS
IN ROADVAY AREAS
REPLACE BASE G SURFACE -j
TO ORIGINAL SPEC.
SUITABLE BACKFILL
COMPACTED
95X PROCTOR
IN MEEN AREAS
MVIDE 6' MOL.ND
ABOVE EXISTING GROUND
FOR SETTLEMENT
I r (F
%OR WEmm i
t RF)FCRm cr.,ow E A"
ex d MP -RAP ArRo:i ar ap-M
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PROPOSED CONTROL STRUCTURE
D S.R. CCM*01 R MORNC P*MDT)
KTs
MELLLER CENTURION OR EQUAL
APPROVED BY SMBURL -�
VATER DEPT.
CONCRETE THRUST
BLOCK AGAINST
UNDISTURBED SOL-
CONCRETE SETnNG
BACKFILL /
MAY OR STRAW BALES
m 2' X V VIDE'INSI LATION "STAKED *,BEDDED J
WHERE D'OE'ATED ON PLANS
ROTATE AS DIRECTED
NOTE -
MIN. BEARING StRFACES CN ALL
THRUST BLOCKS TO BE 14 SF.
ALL CONCRETE TO BE 25N PSI R 28 DAYS.
ADJUSTABLE VALVE BOX
GATE VALVE (RESIDENT 'VERGE', OPENS TO LEFT)
UNGS7URSED SOL OR ROCK ` CONCREE THRU
HYDRANT AND `VALVE DETAIL
CATCH BASIN
INLET GRATE
N.T.S_
I
I
BOTTOM OF SCALE I
I l
I � ,
I I • j
I
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d
d
.............._._......... HAY OR STRAW BALE PROTECTION OF
VARIES CATCH BASIN INLETS (NEW OR EXIST.)
STORM PIPE IN UNSTABIUZED DRA;NAGE AREA. OR
12, UNFNISHED PALED AREA. SHAL. BE -- 2-2'X3'X3' STAKES/SALE
CLASS I BED21ING MATERIAL PRO'ADED TO PREVENT SLT k SOUDS /r--- OLERLAP EDGES
FROM ENTERING THE STORM WATER SYSTEM. 3
24' + PIPE DIA. A TYPICAL APPLICATION 'S SHCWN ABOVE,—�•
ALTHOUGH IT WAY BE MODIFIED IN CON-
FIGLRA'ION BECAUSE OF DIMENSIONS,
PLANS SEE PLS FOR DEPTH OF PIPE FUNCTIONS, ETC..OR AS ORDERED BY THE
ENG'IEER.
TRENCH TYPICAL HAY OR STRAW BALE CATCH B.�LE HAY OR STRAW EROSION
N.T.S. BASIN INLET PROTECTION TYP, CHECK AND SOD DETAIL
N.T.S.
1'P ELEV. I47.0
NOTE- HEADVALL TO BE
CONSTRUCTED OF
CLASS 'A' RED4F. /
CONCRETE.
�
C.�
'w II
1
"L" SHAPED HEADWALL
itT.S
8x6' 14GA. GALV. WIRE MESH
30' HIGH AND CAQRIED 8' BELOW
GRADE, HOOKED TO STEEL STAKES
FILTER FABRIC. CLIPPED OR
WIRED TC MESH, TO BE MIRAFI
100. OR APPROVED EQUAL
FILTER FABRIC TO BE CUPPED.
EO SACKFILLAND TAMPED 8'
BELOW GRADE
STEEL SAKES W;' PREFORMED
(CHANNELS • 8' TO 10' O.C.
INSTALL SILT FENCES AT TOES OF UNIPROTEC(� SLOPES
AND AS PARALLEL TO CONTOURS AS POSSRBL CUR-E 'HE
ENDS OF THE FENCE UP INTO THE SLOPE.
NOTE REMOVE SEDIMENT WHEN ACCUMULATE) TO HALF THE
HEIGHT OF THE FENCE
CONTRACTOR NOTE SILT FENCES ARE TO BE ;NSTALLE� AT THE
TOE OF ALL FILLED OR UNPRC'ECTED SLOPE CREAT-1
DURING CONSTRUCTION, NOT NECESSARILY R.E CTEZ ON F.NAL
PLANS. SILT FENCES ARE TO BE MAINTAINED 'NTiL SL:.+ES
ARE STABILIZED, AND REMAIN THE PPOPERTY OF THE ZCNTRACTOR
SILT FENCE EROSION CONTROL TYPICAL
N.T.S
S APPROPRIATE
('- 1
`f` � S � �'�-- 2' 1
_ 1
GRASS DITCH TYPICAL
N.Y".S
i
FINISHED GRADE
BIT T. WEAR COURSE
t 1/2' BIT. BINDER COURSE
3' PLANT MIX
1
i9' GRAVEL
8' SAND
PAVEMENT TYPICAL
N.T.S.
DB
1/4' RADS
NOTE- CURB TO BE
CONSTRUCTED OF CLASS 'B'
REINFORCED CONCRETE.
R 9'
10
SECT �~
CONCRETE CURB TYPICAL
N.T.S.
NOTE-12' OF GRAVEL AROUND ENTIRE SUB -SURFACE CURB
PROGRESS PRINTS
Mot Fw C nbuceon W,
JURL 1 O 1988
/ I REVISIONS I DATE I I I REVISIONS IDA'l
SURVEY:
CALCULATED:
PLOT:
DESIGN: NBS
DRAFT: MBS
CHECKED:
APPROVED: VMK
DATE: MAY, 1986
SCALE: AS NOTED
PROJ. N0.5718
SHEET U 3 OF
NORDIC FORD/TOYOTA
SHELBURNE ROAD
SOUTH BURLINGTON, VERMONT
P.E.A.
►DID[AY ItIroOM1R�NN ANOtZALMt 91C.
A
PAVEMENT TYPICAL
N.T.S.
DB
1/4' RADS
NOTE- CURB TO BE
CONSTRUCTED OF CLASS 'B'
REINFORCED CONCRETE.
R 9'
10
SECT �~
CONCRETE CURB TYPICAL
N.T.S.
NOTE-12' OF GRAVEL AROUND ENTIRE SUB -SURFACE CURB
PROGRESS PRINTS
Mot Fw C nbuceon W,
JURL 1 O 1988
/ I REVISIONS I DATE I I I REVISIONS IDA'l
SURVEY:
CALCULATED:
PLOT:
DESIGN: NBS
DRAFT: MBS
CHECKED:
APPROVED: VMK
DATE: MAY, 1986
SCALE: AS NOTED
PROJ. N0.5718
SHEET U 3 OF
NORDIC FORD/TOYOTA
SHELBURNE ROAD
SOUTH BURLINGTON, VERMONT
P.E.A.
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