HomeMy WebLinkAboutSITE PLAN (57) TOWN OF SOUTH WINDSOR, CONNECTICUr
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PLANNING AND ZONING COMMISSION n ,APPLICATION FORM
App. No. IMPORTANT'.
Date Received: la South Windsor
Action or BY= Planning and Engineering �,e,,{} p�Me
n8mmissi
require 14 days to deternl+Y1`� %pliication
Receipt NO. l`77, completeness. To ensure receipt of a
complete application by PZC, it is strongly
recommended that the application be submitted
14 days prior to the Regular Meeting at which
it will be received.
APPLICANT: Automatic Comfort Corporation
ADDRESS .
P.O. Box 777, Hartford, CT 06101 TELEPHONE: 568-1200
OWNER OF RECORD ON LAND RECOR `S . Automatic Comfort Corporation
ADDRESS : P.O. Box 777, Hartford, CT 0&101
CMRLETE LQCATIO,N OF PROPERTY: 856 Sullivan Avenue South Windsor
or east by an //F Windshire Abbey Estates-LTD 175' Southeast by Land N/F Windshire Abbey
E tates LTD 150' So �hwest by Sullivan Avenue 175' Northwest by Land ZONE: GC_
N�F Robert Shar 1
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:
Harold R. Cummings, Cummings and Lanza, P.O. Box 667, 1610 Ellington Road, South Windsor,
TELEPHONE: 644-3473
CT 06074
THIS APPLICATION IS FOR: ' (Check one of the following)
1. Zone Change to (public hearing required)
2. Subdivision
3 . Open Space Subdivision (public hearing required)
4. Resubdivision (public hearing required)
5 . Special Exception to Article (public hearing required)
x 6. Site Plan of Development
7. Earth Filling (Section 10 ) and/or Earth Removal (Section 9 )
(public hearing required)
8 . General Plan of Development
9 . Regulation Amendment: Zoning Subdivision
10 . Other (-explain in detail).
THIS AP LICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE
PROPERTY
AND SU ITTED IN TRIPLICATE WITH SIB{ SETS OF T E MAPS (7 if p g
i s r i red) -IN OTHER DOCUMENTS (see page 2 ;
AUTO CO T RPORP,TION
AUT T C ORATIO
_ B
App
n t Harold R. Cumming Its Attorney w Haro d Cummings, Its ttorney
iI d /R7 (mma _rev rs side)
TOWN OF SOUTH WINDSORr CCNNECTICUT
PLANNING AND ZONING COMMISSION
APPLICATION FORM
This application is complete and ready for Planning & Z-oning Commission
receipt only upon submission of all required documentation, including,
but not necessarily limited to, the following items. .Not all items are
required with every application. See applicable sections of the South
Windsor zoning and subdivision_ regulations for specific requirements .
APPLICATION CHECKLIST
1. Key Map
2. Architectural Elevations/Floor Plans
3. Completed application form (in triplicate)
4. Required fees
5. Zone Change, Site Plan, Subdivision, Open Space Improve-
ment, and/or General Plan of Development maps , in accordance
with regulations. (Six sets - seven if public hearing require
6 . Plans & Profiles/Drainage Calculations
7 . Conservation Plan
8. Landscaping Plan
9 . Traffic Engineering Report
10 . Narrative Statement
11. Sanitary Report
12. Copy of agreement to purchase land (if not the owner)
13 . Other
ALL PROSPECTIVE APPLICANTS ARE URGED TO CONFER WITH TOWN PLANNING
DEPARTMENT AND ENGINEERING BUREAU STAFF PRIOR TO SUBMISSION OF ANY
APPLICATION TO THE COMMISSION.
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE.
i,' I 101
AUTOMATIC COMFORT LUBE FACILITY
1 . Site plan application for the re-use of the existing
building on the site, GC zone. They are proposing to use 810 sq.
ft. for a lube facility, 430 sq ft as a sales office and 470 sq
ft for storage/utility.
2 . They recieved PZC approval 9/13/88 for the re-use of the
gasoline station. At that time they were told they would have
to come in again for site plan approval when they were going to
re-use the building.
3 . It appears that all zoning regs have been met: Imp. coverage
is 61 .5%; 65% allowed. The park'"D75P1010216n,
ula show that 5 parking
spaces are required for the and 7 have been
provided. However, JV
46
fCtItty.
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t 1 1 ►� ��!� ,-'c�-H'i1 �'D 5 1?� �q S�v i C.-e � �� �`�l?mil
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3. The site will be served by public water and sewer already
present in Sullivan Ave. WPCA approval is not required;
discharge from oil/grease separator must be to sewer. This is
not clearly shown on the plans.
4 . There is no 100 year floodplain on the site. Also the IWA/CC
has heard this application and made a declaratory ruling that the
wetlands on the site have been disturbed and that no permit is
necessary.
5. The plan shows two curb cuts onto Sullivan Ave.- the curb
cuts have been cut down to 30 ft. Also, the applicant is working
with the State DOT for their permit. DOT, Town and applicant are
meeting tommorrow to finalize Sullivan Ave. widening plans.
6 . The landscaping plan shows a variety of low lying plantings
at the entrances of the site. These include junipers, azaleas
and dwarf pines . There are also plantings shown on the sides of
the site and along the back of the site. At that time of the
previous approval the applicant was required to post a $5,000
landscaping bond and have incorporated all the approval
conditions into these plans.
If these plans are approved the planning department requests the
following modifications:
1 . '
e
2. typical 1OX20 parking space size shown on the plan
3 . oil/grease separator shown on plan connecting to the sewer
4 . all original approval condiitons still apply
5 . all metal guide rails to be replaced with wood guide rails
ENCROACHMENT PERMIT NO.
i:ONSTRUCTION REQUIREMENTS
The Permittee is absolutely prohibited from allowing an. vehicle egressing
from the drive and/or permit site to track mud, silt, debris or any other dangerous
or nuisance-causing materials onto the State Highway. Appropriate measures will be
taken or means provided by the Permittee to insure compliance with this requirement
even to washing vehicular wheels, if necessary.
NOTE: During the life of this permit, the State reserves the right, without
any obligation whatsoever, to substitute w*thQds or materials used when in its
opinion the best interests of the State are served thereby.
TRENCH BACKFILLING shall be placed in six-inch (6") layers and compact d before
succeeding layers are placed or, it shall be placed in such layers and compacted- by
such other means as are approved by the State including the use of a suitable hoepac
machine or by jetting. In all cases 90% compaction shall be achieved throughout the
trench area. Excavations in off-pavement areas are to be properly backfilled t sub-
grade level and where applicable, topped with four inches of loam and either s dded
or seeded. Growth must be established in grassed areas before cancellation of the
pei- mit. Sidewalks disturbed by construction shall be replaced to proper line and
gr: ie and shall conform to local tow requirements. Sidewalk ramps shall be in-
st. iled where necessary and shall conform with the latest typical treatment of
such ramps prescribed by State Statute. In restoring driveways, the Department of
Transportation typical treatment of driveway standards shall be employed.
Tight sheeting shall be used to protect the highway when and as directed by
the State Department of Transportation Representative. All or portions of the
sheeting shall be drawn or remain in place as directed.
ALL DRIVEWAYS shall be graded to a specified gutter grade and ramped upward at
a rate not to exceed I' /ft. in the first 6' so that an elevation six inches (6")
above the gutter grade will be obtained back of the gutter or as directed and this
area paved sufficiently far back to prevent erosion and the acceptance of highway
wat r, all according to DOT standard "Typical Treatment of Drives."
It shall he the permittee's responsibility to remove ledge, outcroppings,
boulders, trees, or to flatten side slopes as required to afford Maximus sightline
as determined by the State.
BITUMINOUS LIP CURBING, where required, shall be placed either on the existing
sh ulder or on a preiared base as directed to provide a uniform grade and appearance
along its top, at Permittee's expense.
BITUMINOUS PAVEMENT shall consist of ten inches (10"), measured after compac-
tion, of subbase, upon which shall be placed not less than six inches (6"), mea-
sured after compaction, of rolled gravel base, upon which shall be placed thre
inches 0"), measured after compaction, of tvo-course bituminous concrete, compacted
t 95% density. (Premixed base may be required in substitution of rolled gravel
base where the existing pavement thickness exceeds three inches up to the thickness
of existing pave".nt encountered, but not to exceed six inches, or when premixed
base is otherwise ord red in substitution of r lled gravel base by th State. )
All edges shall be cut to straight lines and square corners and shall be painted
CONSTRUCTION REQUIREMENTS - (Cont'd. ) Ar
with appropriate asphaltic materials. After the final pavem nt has been placed
and compacted, the joints shall be sealed with 85i100 asphalt or an approved
substitue.
CONCRETE PAVEMENT shall be temporarily replaced with processed gravel or other
acceptable material and topped with bituminous concrete as above. Permanant pave-
ment shall be replaced with concrete conforming to -Bureau of Highways splcifica-
tions. The temporary material will be removed to the elevation of the bottom of
the surrounding concrete. The existing pavement shall be cut back at least
ighteen inches (18" .beyond both edges of the original excavation. The final
cut, made with a concrete saw, shall extend only to the top of the existing st el
reinforcement and the concrete below this reinforcement .xhall be rawavad with a
pavement breaker. Additional steel shill be added as directed and the pavement
poured. Whenever the present pavement opening is six feet, six inches (6' - 6")
or less from a transverse joint, or three feet W ) or less from a longitudinal
joint or the outer edge of pavement, the entire part of the concrete from the
excavation to the joint or edge shall be removed and replaced with the new sur-
face. All existing joints shall be carried through the new patch. Edging tools
shall be used only in areas where an existing edge is to be continued through th
new w rk. Concrete shall be cured at least seventy-tvo hours (72 hrs.) by approved
is th do.
PIPE - Polyvinyl or plastic pipe which may be distended by either external r
inte nal pressure will not be allowed within the State highway right-of-way. All
pipe of less than 30" diameter used in crossing "limited access" or major highways
shall be encased within a sleeve to allow for future maintenance.
New or relocated installations of utility sewers, mains.or conduits shall be
located outside the pavement area whenever possible or feasible. Such locations
shall not, however, conflict with existing or future drainage systems.
If it is necessary to install such facilities within the pavement or shoulder
area they shall be placed at least (3) feet below the top of subbase to prevent
any damage to any part of the subsurface systems by weather or traffic and con-
structi n loads. If these conduits are placed less than three (3) feet below the
top of subbase they shall be encased in concrete. This concrete shall be six (6)
inches above and below the conduit and extend to the. full width of the trench.
All conduits or pipes shall be of a long-lived type which shall be suitable
for carrying highway loads and shall retain its original shape and will not break
when its lateral soil support is removed. Cement asbestos pipe shall not be used
for sewers where industrial waste is encountered. All existing pipes shall be
supp rted where new installations are installed under them.
DECELERATION AND BYPASS LANES adjacent to existing Highways and Shopping
Centers are to be constructed as follows:
I. Remove the existing shoulder pavement and upgrade the base to provide
proper support for the new pavement and reconstruct to the width shown on the
plans or as directed.
2. The cross slope of the widened area shall be negative conforming to the
xisting cr so sl pe f th existing pavement such that th outsid dge of the
widening shall serve as a revised gutter line.
-2-
CONSTRUCTION REQUIREMENTS - (Cont'd. )
3. Curbing shall be installed along the revised gutter line as directed by
the Bureau of Highways.
JACKING OR DRILLING - Where the method of crossing the state highway is to
tie boring or jacking, •a sleeve of appropriate size shall be installed according
to approved methods after the- detailed drawing of the jacking pit, thrust blocks,
and other details are submitted to and approved by the Bureau of Higtl4ay3. When
concrete pipe is jacked under the highway it shall conform to A.A.S.H.T.O. speci-
fication Class "V" or better.
Should unforeseen obstacles or conditions be encountered, during jacking or
boring op-eraeions, whitth peeclude further installations, the casing, thus installed,
shall be abandoned in place and an alternate method submitted for approval by the
Bureau of Highways prior to resuming installation operations.
All work, once started, shall proceed to completion during times and days
allowed, without interruption, and the site shall be immediately restored.
Should it be determined that jacking or boring cannot be continued as a means
of crossing on other than the Interstate Highway System, other methods shall be
employed for installing the sleeve according to the attached criteria after per-
m• ;sion is obtained from the Bureau of Highways.
Delays or costs incurred by the Permittee as a result of any adjustment,
aLandonment, redesign, rescheduling or redoing of permitted work to comply with
this permit shall be totally at the expense of those other than the Bureau of
Highways.
HYDRAULIC COMPACTION - Puddling as a method of compacting trench backfill
will not be allowed under any circumstance within the Highway right-of-way.
JETTING - Jetting shall only be allowed in areas where the existing water
table is below the bottom of the trench floor. Should water penetrating the area
adjacent to the trench cause these areas to become unstable, to swell, or to change
characteristics, in a manner detrimental to the surrounding highway areas, the
Permittee will be held responsible for the ultimate satisfactory restoration of
the disturbed area at no cost to the State. Should jetting be allowed, adequate
provision shall be made at the bottom of the trench through the wall of the out-
let manhole for the proper drainage of the water. This outlet through the manhole
must contain provision for permanent plugging upon completion of the jetting
operation.
Trench backfill shall be placed in not more than 4-foot uniform layers.- Each
layer shall be thoroughly saturated through its full depths at frequent intervals
both across and along the trench until all slumping ceases. Permittee shall have
on the site one or more jet wands of sufficient length to reach the depth of the
trench and of not less than 1-1/4 inch inside diameter to supply an adequate flow
of water to compact the material. The wand shall be equipped with a ouick-acting
valve and be supplied through a hose from a hydrant or a pump having .tdequate
pressure and capacity. Water shall be obtained from a source adequat% to accom-
plish the complete filling of the trench area involved.
-3-
CONSTRUCTION REQUIREMENTS - (Cont'd. )
VIBRATORY ROLLERS - Th Contractor may use a vibratory roller f r bituminous
compaction providini the vibratory roller meets the requirements stated herein.
The vibratory roller shall be of a self-propelled type specifically designzd for
th compaction of bituminous concrete and meeting the following criteria:
Frequency of Vibration: 1500 vpm minimum; 2500 vpm maximum.
(A Reed Tachometer shall be supplied by the Contractor= -
to determine the frequency of vibration. )
Drum width: 66 inches minimum (dual vibratory drums)
84 inches minimus (pneumatic drive wheels)
Vibratory rollers shall be equipped with a speed control device which shall be
set by the Contractor to prevent the roller from traveling in excess of 2-1/2 mph
or 270 fph when the roller is operating in a vibratory mode, and 5 mph or 440 fph
when the roller is operating in the static mode.
All vibratory rollers shall be shut off from the vibrating Bode, either
automatic or manual, when reversing directions. All vibratory rollers shall be
equipped with automatic reversing eccentrics (weights).
The use of a vibratory roller in the dynamic or vibratory mode is strictly
prt ibited on bridge decks or concrete structures.
SOD may be required in erosion-prone areas or on lawns as directed.
-4-
ENCROACHMENT PERMIT NO.
NONDISCRIMINATION CLAUSE -"The contractor agrees and warrants that in the p rform-
ance of this contract he will not discriminate or permit discrimination against any
person or group of persons on the grounds of race, color, .religious creed, age,
marital states, national origin, sex, mental retardation or physical disability,
including, but not limited to, blindness, unless it is shown by such contractor
that soich disability prevents performance of the work involved in any maker pro-
hibited by the laws of the United States or of the State of Connecticut, 'and
turth r agrees to provide the cm mission on human rights and opportunities with
such information requested by the c, ission concerning the employment practices
and proc dures of the contractor as relate to the provisions of this section."
Copi d in its entirety from Section 4-114a of the General Statutes of Connecticut,
as revised.
ENVIRONMENTAL PROTECTION - Thfs permit recognizes the Department -of Environmental
Protection's current regulations for wetlands and water courses.
'Phis permit also recognizes the regulations of the Department of Environmental
• 1'rorectinn as outlined in Section 19-508 of the General Statutes of Connecticut
entitled "Abatement of Air Pollution." It shall be incumbent upon the permittee
to inform himself And to comply with all requirements of this Statute as though
it was included herein. Special consideration shall be given to subsection 3b
"Application for Permits to Construct." Sub-section 18 (b) (1) states that all
.open bodied trucks transporting materials likely to become airborne must be
c gyve re.•d.
When required, applications shall be tendered and permits obtained from the
• Department of Environmental Protection as a requirement of this permit.
WHEEL. CHAIR RAMPS - All curbs constructed or replaced on or after
July 1, 1975, shall be designed with cuts at all pedestrian
crosswalks to provide adequate and reasonable access for the safe
and convenient movement of physically handicapped persons. Such
cuts shall conform with the attached guideline No. 4 and shall
meet the following specifications:
(1) The cut shall have a surface that is textured and non-skid;
(2) The cut shall be at least 36" wide but not more than 40"
wide and;
(3) The cut shall have a slope not greater than one inch (1")
per foot and shall be beveled at the bottom.
O_;_H.A_ - This permit recognizes all O.S.H.A. requirements, which requirements
have been implemented under Executive Order No. 27.
GENERAL - These requirements shall be considered a continuing demand on the
permittee and any infraction of these regulations will serve automatically to
canc 1 this permit.
WORK IN TRAVEL LANE AND SHOULDER - TWO LANE HIGHWAY
(STATIONARY OPERATION)
00' 200'
I z0 INO I °D
4 I •n• 4
-- — •— - - — a•• o -v•�e tea-- - ----—&- - -—
-i • ' WOR/K /AREA
OI IO I O .
300
I f
"I t
CONSTRUCTION
(16—M) AHEAD 24*
4 N O
ROAD ONE LANE .
WORK ROAD
AI-EAD AHEAD
3 3'
w21-4(0) W20-4(0) W20-7e(0)
O (80-9603) (00-3004) (80-9803)
I NOTES :
DENOTES FLAGGER
• DENOTES TRAFFIC CONES
CONNECTICUT
DEPARTMENT OF TRANSPORTATION
BUREAU OP HIGHWAYS
DIVISION Of TRAFFIC
SIGN 16-M SURMOUNTED ON SIGN (80-9603) TRAFFIC CONTROL PLAN
`WAINTENANCE OPERATIONS
PLAN "' 9
wr�•..i• 10-86
t
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I
WORK A TRAvEL LANE — TWO LANE NONWAY
ON SMOULDER AREA
(STATIONARY OPERATION )
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IN LOCATION WH949 WIDTH IS :9111 THAN ac'-0;
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PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORK
TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw
Richard J. Sartor, Gary Tyler, Fire Mar
Lanning, Jim Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received
plans for the following project:#
Zon ( _ AcreageOU
�-
Subdivision Site Plan Residential
No. of Lots/units
Commercial_ Industrial
Location: "e
Project Description: Ulv
J
Future Town-owned property involved? Yes No�_
(a)new streets (existing frontage also)
(b)new open space/recreation area
active passive
(c)new detention area
Planning Department comments hc
An
L t
Please let me know by if you will have
comments on this application so that I can follow up with your
department when I do a Planning Department report.
TOWN • ROUTE NO. PMT.28-REV 10/87 DATE OF ISSUE PERMIT NO.
South Windsor 194 DEPARTMENT OF TRANSPORTATION 3-22-89 1-
BUREAU OF HIGHWAYS
NAME OF HIGHWAY STATE OF CONNECTICUT DATE EFFECTIVE 1705208
Sullivan Avenue PERMIT
LOCATION OF WORK,OR BEGINNING AND ENDING POINTS: 568-1200 DATE OF EXPIRATION AMT.OF SURETY BOND
CERTIFIED CHECK
856 Sullivan Avenue approximately 200 feet from Morgan - -
Farm Drive SURETY COMPANY/BANK
Insurance Company of North America
BOND NUMBER
TO r
I CONVENIENT PETROLEUM CORPORATION
P.O. BOX 18420 PERMIT IS VOID UNTIL YELLOW COPY IS
SIGNED AND RETURNED TO THIS OFFICE.
EAST HARTFORD I CONNECTICUT 06118 PLEASE RETURN AT ONCE.
FEE: - DATE REC'D.:
LContractor: D'Amico Construction Company $100.00
Permission Is h reby granted to do thd`,following work under the supervision of the Department of Transportation, Bureau of Highways
at the locatl n designated hereon, subject to the statements made on the application for permit, and to the pertinent provisions of the
urrent permittee manual,Including amendments thereto.
This permit do s not become effective until all necessary local and State licenses and permits are obtained by the Permittee or his
agent,and furth r,the Pennittee shall be subject to all Federal,State and local regulations.
This permit is Issued in strict compliance with, but not limited by, the following specific requirements, referenced attachments and the
urrent edition of the Bureau of.Highways Standard Specification as are applicable.
Th Bur au of Highways Permit InspectorKen Bidwell 566-4744 MUST BE NOTIFIED AND THE
CALL BEFORE YOU DIG REQUEST NUMBER RECORDED 48 HOURS IN ADVANCE OF STARTING
WORK ON THE PROJECT. REQUEST NO.
Excavate within the highway right-of-way to reconstruct and pave an existing
drive, construct a bypass lane on the south side of Route 194 (Sullivan
Avenue) , install utilties, drainage, sidewalks and do necessary landscaping
as delineated on a plan entitled "Plot Plan and Topographic Map Facility
Modernization, 856 Sullivan Avenue - Route 194, South Windsor, Connecticut
dated 12-3-87 last revised 2-23-89" all in accordance with the current
General and Construction Requirements dated January 1980, attached; with
the following stipulations:
1. No work will be permitted before 8:30 a.m. or after 4:00 p.m. Monday
thru Friday.
2. One (1) uniformed traffic person will be required for the above work.
3. The relocation of the center line in front of the site rmist match:
t-he ceritcr_'.'ne cast anI 3 west of si-te.
CALL before you DIG! TOLL FREE, STATEWIDE 1-800-922-4455
Any and all liability for injury,damage or loss resulting from such work as maybe undertaken under the terms of this permit is assumed by the Per-
mittee.The Permittee is hereby designated responsible for all future maintenance of all installations or encroachments constructed under this
P rmit,which in the sole judgement of the State are not part of the highway appurtenances normally maintained by the State.
Permittee hereby agrees to indemnify and hold harmless the State of Connecticut for any and all such injury,damage,or loss that may be incurred,
either directly,as a result of said work,and to reimburse the Department of Transportation for any expenses incurred due to the performance of
any such work undertaken under the terms of this permit.
This permit is revokable at the discretion of the Transportation Commissioner or his designated representative. GAP/ria IL;
PERMITTEE'S SIGNATURE DATE DEPARTMENT OF TRANSPORTA O
BUREAU OF HIGHWA
r//J
�3,30� BY R. J. Mongilio
DISTRICT MAINTENANCE MANAGER
�t wN at,<�� T aps �
s 1540 44001WCO`MSULLIVAN.AVENUE - SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
1 February 1989
Atty. Harold Cummings
Cummings & Lanza
P. 0. Box 667
South Windsor, CT 06074
re: Appl . #88-115P Automatic Comfort Site Plan
Gentlemen:
We are pleased to advise that the Planning and Zoning Commission
voted at its January 31, 1989 meeting to approve the captioned
application for a site plan of development in accordance with
Drawing #1 dated 12-3-87 (rev. through 12-6-88) and #2 dated 12-3-
87 (rev. through 10-31-88) prepared by Hesketh and Associates,
Inc. , Project No. 8567; with Drawing #P-1 dated 11-30-88 (rev. 12=
7-88 ) prepared by Dan Wright & Associates, Project No. 8858; and
with the following modifications:
1 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
2 . No building permits will be issued until the final mylars
have been filed in the Town Clerk's Office.
3 . An as-built plan is required prior to issuance df -a
Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning
Regulations .
4 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
5 . Typical 10' x 20' parking space must be shown on the plan.
6 . Oil/grease separator must be connected to sewer.
7 . All metal guide rails must be replaced with wooden beam
guide rails .
8 . All approval conditions of Appl. #88-63 are to remain in
full force and effect.
Atty. Harold Cummings -2- 1 February 1989
9 . Stockade fence at the rear of the site must be maintained
in good condition at all times .
Black and white transparent mylars of Sheet #1 with the above
modifications, together with three blueprint copies of the entire
set of plans, must be submitted to this Commission within 30 days
to be stamped and signed. The letters of approval of this
Commission, as well as the Inland Wetlands Agency/Conservation
Commission, must be reproduced on the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk within
90 days . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Very truly yours,
PLANNING AND ZONING COMMISSION
Rymond F. Hallowell Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
M. Banach, Planning Director
Registrar of Voters
Inland Wetlands Agency/Conservation Commission
.rPZC File
Engineer
Applicant
C �
V
x T-aa� ap sicw�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
k�tip Solt-co N AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, FEB. 04, 1989
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its Jan. 31, 1989 meeting, the Planning and Zoning Commission
voted to take the following action: ,
1 . Approve, with modifications, Appl. #8, L115P, Automatic
Comfort Site Plan, 856 Sullivan Avenue, GC one.
2 . Approve, with modifications, Appl. #88-97P, Vito Covensky,
Coven Mountain, 23-lot subdivision, easterly side of Abbe
Road opposite Old Farms Road, northerly of Maskel Road, A-
20 and A-30 Zone.
Dated at South Windsor, Connecticut this 1st day of February, 1989 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
26 June 1990
Mr. Sidney 0. Melius
Convenient Petroleum
P. 0. Box 18420
East Hartford, CT 06118-0420
Dear Mr. Melius:
re: Convenient Petroleum
$5,000 Landscaping Bond
This is to advise that the Planning and Zoning Commission voted
on 19 June 1990 to reduce the above-referenced bond.
Advance arrangements should be made to pick up the portion of the
bond that has been released to ensure that the necessary contact
person(s) will be available. Please call or write the Planning
Department office at the South Windsor Town Hall ( [203] 644-2511,
Ext. 251) to make these arrangements. Thank you.
Very truly yours,
PLANNING AND ZONING COMMISSION
��" r Cam' "K&
Louise C. Evans
Chairman
cc: J. Iazzetta, Town Engineer a
M. Banach, Director of Planning
PZC File