HomeMy WebLinkAboutSITE PLAN (33) u) CA ,
TOWN OF SOUTH WINDSOR D
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PLANNING AND ZONING COMMISSION
The Commission will fficiallTjAffc9ve�jplicati ns
Application NO. at either Special or Regular meets s ided they
Received Date : �. ; were submitted to the Commission Chairperson, Secretary
c,tion or Public Hearing by • or agent, at least fourteen SWttla"i s3F t the
meeting at which they wb be oy f clay received.
No application off icialt4M%�fUQgallll;;;;Ql #du(jnMeeting�
Receipt No,. r3M lta(o will be acted upon at that meeting.
APPLICANT: Arthur P. Karahalios, Peter Patsakis & Peter Samiotis
C/O Arthur P. Ka.rahalios
ADDRESS : 371 Foster. Street, South Windsor, CT 0607TELEPHONE 644-8380
OWNER OF RECORD ON LAND RECORDS : Lois H. Petersen
ADDRESS : 440 Deminq Street, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: Southerly side of Oakland Poad and bounded
by Felt Road' and other land now or formerly of John and Dondld Dzen , and land
of I.B.Sincrer. ('SEE ATTACHED MAP) ZONE RC
NAME, ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED: William E. Grace, Esquire, 479 Buckland Road, South Windsor,
Connecticut 06074 TELEPHONE 644-1528
THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING)
1 . Zone Change to (public hearing required)
2 . Filing for Subdivision
3 . Filing for Open Space Subdivision (public hearing required)
4 . Filing for Resubdivision (public hearing required)
5. Special Exception to Article (public hearing required)
XXXX 6 . Site Plan of Development to be known as "The Oakland Center"
7 . Removal of Sand, Gravel , Clay or Quarry Stone & Ore (public
h"earing required)
8 . Other (explain in detail)
THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY
AND SUBMITTED, WITH 6 SETS OF PLANS (7 sets if public hearing is required)
BEFORE IT9IS IRE I BY THE PLANNING & ZONING COMMISSION
k ur P. r, io ► tsakis and Lois t en
Ao
PeterW— A
BY:
"4490ts—
V'; , it
Applicant William E. Grace,, Attorney
William E. CG-race, Their Attornev
PLANNING AND ZONING COMMISSION
TOWN OF SOUTH WINDSOR
Fee Schedule and Policv
1. An application processing fee of $25 per lot ($50 minimum) is required
for: Subdivisions,.. resubdivisions, and open space subdivisions.
2. An application processing fee of $50 is required for: Change of Zone,
Zoning Amendment, Special Exception, and Earth Removal or Land Filling
Operations.
3. An application processing fee of $25 is required for Site Development
Plans, except: where new buildings/additions/renovations of 2,000 s. f.
or more are proposed, said fee shall be $50; said fee shall be $500
for Site Development Plans in the Designed Commercial Zone; $50 plus
$5 per dwelling unit for Adult Housing ($500 minimum) .
4. An application processing fee of $10 per acre ($300 minimum) is required
for a Change of Zone/General Plan of Development in the Designed
Commercial Zone.
5. An application processing fee of $100 is required for a Change of Zone/
General Plan of Development in the Multi-Family or DA-15 Residential zones; or
for a Special Exception/General Plan of Development for Adult Housing.
6. An application processing fee of $50 plus $5 per dwelling unit is
required for 'a Special Exception/Site Plan of Development in the Multi-
Family or DA-15 Residential zones ($500.00 minimum).
7. Application processing fees are non-refundable after the application
has been officially received by the Commission. Application processing
fees may be returned prior to the application's official reception
provided a letter of withdrawal, signed by the applicant, has been
submitted to the Commission prior to the meeting at which said applica-
tion is scheduled to be officially received.
8. Applications unaccompanied by the required application processing fee
are incomplete, and as such may be returned to the applicant and
removed from the Commission's agenda.
9. Complete applications and required fees shall be submitted at least
fourteen (14) calendar days prior to the Regular or Special lieeting
at which it will be received.
10. Fees for a previously denied application shall not apply to any
subsequent application. However, when a subdivision, resubdivision,
or open space subdivision application has been denied within the
preceding 12 months or approved for fewer lots than requested, and a
new application for the subject tract is submitted by the same appli-
cant, then the fee for the new application shall be a minimum of $50
plus $25 for each lot above and beyond the number of lots contained in
the earlier application.
11. A fee of $5 per sign is required for signs to be posted by the
applicant on the subject property.
12. Other Fees: Subdivision Regulations - $3.00; Zoning Regulations - $4.00;
Zoning Map $1.00; fees for other documents is as determined by the
Commission.
13. All checks shall be made payable to "Town of South Windsor."
Adopted: 4/10/84
Revised: 12/4/84
CHECKLIST
t� w ,
Sout-h Windsor
REQUIRED INFORMATION
SITE PLANS
.01
This checklist must be signed by plan prePrer (P .E. /L.S .a e pis , ' `
ui
Items 1-7 �� q red
that all required information is provided .
for all applications ; items 8-11 required where appropriate .
Check mark for each it supplies . '
1 . On each sheet for plans or maps , title block with the
following information :
a. Name , address and telephone of applicant .
b . Name , address and telephone number of Land Surveyor
or Professional Engineer .
C . Name of Development . ,
d . Date when drawings were made.
2 . Ke Ma : An overall map drawn to a scale of 1 in h
o on
equals 200 feet , which can be used as an Y
will show the
ct Maps .- This map
overall design o
Metropolitan DiSfrthe Development and surrounding
property within 500 feet .
a. Data block which gives needed zoning information
such as percentage of lot coverage , acreage
of
tract , number of apartment units , parking
requirements , etc .
b . Layout of buildings
C . Layout of streets and parking,. ,.
d . Lines indicating proposed drainage system with
direction arrows .
e . Lines indicating sanitary sewer system with
direction arrows .
f , Names of surrounding property owners .
g . Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties .
Architectural Elevations : Plans, of the proposed
3. " = 1 � _ 0" showing
buildings drawn to a scale ooflthe proposed buildings
the elevations of all sides styling .
in sufficient detail to show architectural sty g
Architect ' s seal on elevations for buildings in excess
of 5000 square feet (per CGS Chapter )
Page 2 (Site Plans)
4 . Plot Plan : A layout map of the proposed site drawn to
a scale of 1 inch equals 40 feet on either of the
following size sheets : ( 1 ) 24" X 36" with a 3/4" ruled
margin ; ( 2) 18" X 24" with a 1/2" ruled margin ,
containing the following data :
a. Distance and bearings of all boundary lines and
acreage of site . Iron pins required at all
property angle points and shown on map.
b . Proposed streets and street lines with center line
stations , curve data , and parking spaces . '
C . Building lines in accordance with zoning
regulations.
c/ d . Proposed buildings and other structures, including
signs , outside lighting , and dumpsters (on. concrete
pad and screened)
e. Easements , noting grantors , grantees , and purpose.
f . Names of abutting property owners .
g . Monuments will be indicated at corners and angles
of all streets and at all points of curvature and
tangency . In areas accessible to Metropolitan
District Commission points , or other coordinated
points , the monumented points within proposed site
shall be coordinated . These coordinates shall
appear in tabular form on the plot plan . The
accessibility of these MDC points shall be
determined by the Town En 4eer .
�V h. All open space or other common or public land uses
shall be indicated .
i . A-2 certification ; P . E. /L.S . Seal., .,
!/ S. Topographic Ma : A map drawn to a scale of 1 inch to
40 feet on sheets not exceeding 24 inches- by 36 inches ,
including ruled margins shall in addition to the
requirements of the plot plans show the following:
a. All existing and proposed buildings .
b . Curb lines and pavement width , sidewalks.
C . Existing and proposed sanitary sewers .
_ d . Existing and proposed water and gas main systems .
c/ e . Present wooded area indicated by foliage lines .
Any individual trees to be saved should be shown.
Page .3 ( Side flans)
f . Existingand
proposed contours shall be shown in
not less than two-foot intervals , but in cases of
relatively level land , the contours -shall be
one-foot intervals and spot elevations . .
g . Regulated wetlands and 100- ear flo
Y odplain or note
that none are present .
h. Proposed storm drainage system, showing all catch
basins , endwalls , manholes , lengths and sizes of
pipes . (Minimum distance between catch basins
shall be 300 feet and minimum size of storm drain
lines shall be 15 inches . )
i . Connections of all springs into proposed storm
/ drainage system as needed .
V
j . Location and indications of existing brook
/ channels , and 100-year flood limits .
V
k. A-2 Certification ; P . E. /L. S, Seal .
6. Landscaping plan .
7 . Drainage calculations - Zero Runoff Inc
rease per
attached guidelines . .
8. Traffic report .
9. Plans and Profiles : A plan and profile of the propos
ed ,
streets drawn on plan/profile paper of scales 1 inch to
40 feet horizontally , and 1 inch to 4 feet vertically
on sheets not exceeding 24 inches by 36 inches ,
including ruled margins and containing the following :
a . Layout of streets in sections coordinated by
stations with the profile .
b . Street plan showing roadways and drainage.
C . Sight line at driveway & street intersections.
d . Profile of roadway showing existing and finished
grades . Roadway profile will show all tangent
grade and all vertical curve information .
e. Profile will show all catch basins and all drainage
lines between catch basins with all invert and top
of frame elevations. Drainage lines will be ' shown
and described as to material .
f . Where any storm drainage line discharges into an
existing brook sufficient profile of this brook
will be shown to determine conditions .
g . Metropolitan District Commission datum shall be
used on all sites accessible to these controls .
The Town Engineer shall , based on standard
engineering practices , determine the accessibility
of these controls.
Page 4 (Site Plans )
h . Profiles shall show all sanitary sewer lines and '
manholes , including elevations , sizes , lengths and
slopes of pipes . Top of foundation elevations for
building shall be shown .
10, 0 en S ace A Site Improvement Plans : For sites which
require or include a provision for open spaces , a plan
which contains data for site improvement may be
required . This map shall be drawn to a scale of 1 inch
equals 40 feet .
IVIA
fi - 11 . Sanitary Report: Where individual sanitary sewa e
disposal systems are proposed , the final plans g
hall
include a Sanitary Report certified by a Professional ,
Engineer . The report shall demonstrate the feasibility
of the proposed individual systems ; the report should
deal with the area as a whole , discussing the following
g
a. General nature and development of surrounding area .
b . Topography and natural drainage pattern.
C . Subsu.rface conditions as shown by subsurface
investigation , including soil absorption
characteristics , ground water level conditions ,
ledge rock , and general nature of soil .
d . General description of type of development
contemplated .
e. Detailed description of proposed sanitary sewage
disposal facilities , indicating sizes for various
ground conditions , materials to be used , and the
general layout pattern to be used , etc .
f . Special precautions that may be necessary to
provide proper functioning of the proposed disposal
systems .
g . Map of general area with locations of all tests
shown on proposed layout .
h. Flood heights of any nearby streams, brooks, or
ri v e r s . _ -
i . Test results and engineering evaluation per Section
4. 13 . 5.
All information required above is included in this a licat 'time of submission . PP ion at the
lee
AN PREPARER P , E. z 9
L, ATE
.
November , 1987
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491 buck;and road, south windsor, ct 06074 (203) 644-4795
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CONTRACT OF PURCHASE AND SALE
THIS AGREEMENT, made this 31st day of July, 1986, between
LOIS H. PETERSEN, of South Windsor, Connecticut ( Seller ) and ARTHUR
P. KARAHALIOS of South Windsor, Connecticut GEORGE N. DIAMOND and
MICHAEL KARABETSOS of Wethersfield, Connecticut and PETER PATSAKIS of
East Hartford, Connecticut (Buyer ) :
Subject to the terms and conditions of this contract, the
Seller agrees to sell and the Buyer agrees to purchase the real
estate with all the buildings and improvements located thereon,
situated in the Town of South Windsor, County of Hartford and State
of Connecticut, containing 4. 3 acres more or less located on the
southerly side of Oakland Road, (Premises ) .which is more particularly
described in Exhibit A, attached hereto .
PRICE
The purchase price is ORMONIM, which shall be payable as
follows :
(a ) A deposit of OlWoMe= upon signing this contract ,
receipt of which is acknowledged, subject to collection of checks ;
(b) A purchase money mortgage note secured by a first
mortgage to Seller in the amount of more particularly
described in Exhibit B attached hereto ;
a
(c) The balance of in certified or bank checks
or cash at closing.
DEED
At closing Seller shall deliver to Buyer a warranty deed
sufficient to convey to Buyer a good and marketable fee simple title
to the Premises, together with the necessary amount for real estate
conveyance taxes. When conveyed the Premises shall be free of all
encumbrances, except as follows :
(a) current real estate taxes which shall be adjusted
between the parties as provided in this contract ;
(b) any and all provisions of any ordinance, municipal
regulation or public or private law;
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(c) any state of facts an accurate survey or personal
inspection of the Premises might reveal provided such does not
interfere with the use of the Premises or render title to the
Premises unmarketable;
(d) all restrictions, easements and covenants as of record
appear provided they do not interfere with the or use of the Premises
or render title to the Premises unmarketable ;
CLOSING DATE
The closing shall take place at the offices of Rogin,
Nassau, Caplan, Lassman & Hirtle at 2: 00 p.m. on October 31, 1986, or
upon such other date or place as may be mutually agreed upon .
( "Closing Date" ) Time shall be of the essence.
DEFECTS IN TITLE
If the Seller is unable to convey the required title to the
Buyer by the closing date, the Seller shall have a period of thirty
( 30 ) days therafter to cure any defects in title, and within five ( 5 )
days after the correction thereof, the Buyer shall purchase the
premises as herein provided. If the Seller cannot cure any defects
in title within said thirty ( 30 ) day period, the Buyer shall, within
fifteen (15) days thereafter, have the option either to accept such
title as the Seller can convey and purchase the premises as herein
provided or to rescind this contract . If the Buyer rescinds, all
,sums advanced hereunder shall be returned to the Buyer, without
interest thereon, and upon receipt of such payment, this contract
shall terminate and each party hereto shall be forever released and
discharged of all further claims and obligations hereunder . The
"'Standards of Title" as published by the Connecticut Bar Association
shall control any questions relating to defects in title to the
Dremises.
ADJUSTMENTS
At the time of closing, real estate taxes, if any, shall be
adjusted and apportioned in cash between Buyer and Seller in
accordance with the standard practice of the Bar Association where
the property is located.
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CONDEMNATION
In the event that the premises or any part thereof are or
become the subject of a condemnation proceeding prior to closing,
Seller will immediately advise Buyer thereof . In the event of a
total condemnation, this agreement shall terminate and Buyer shall
obtain a prompt refund of all deposits made hereunder . In the event
of a partial condemnation, Buyer shall have the option to
(a) terminate this contract , in which case Buyer shall
obtain a prompt refund of all deposits made hereunder, or
(b) purchase the premises for a price equal to the
purchase price hereunder, reduced by the amount of the condemnation
award.
DAMAGES FOR BUYER' S DEFAULT
In the event that the Buyer fails to make any payments
required by this contract or is in any way in default or breach of
this contract , the Seller may terminate this contract, in which event
all sums paid hereunder by the Buyer shall be retained by the Seller
and Seller shall have the option of pursuing any other remedies as
permitted by law.
REAL ESTATE BROKER
The Buyer represents that no real estate agent or broker was
instrumental in the negotiation or the consummation of this
,agreement . In the event that any real estate agent or broker claims
.':ie has dealt with the Buyer and claims a commission from the Seller
on account of the sale of the Premises to the Buyer, the Buyer shall
hold the Seller harmless from all costs, expenses and attorney' s fees
incurred by Seller in resisting or defending such claims and the
Buyer shall pay any judgment rendered against the Seller on account
of such commission claim.
RECORDING
Buyer agrees not to record this Agreement in the Land
Records of the Town in which the Premises are located . In the event
Buyer records this Agreement, the act of such recording shall be
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0128K
deemed to be a default hereunder and shall render this contract
terminated at the option of the Seller . Such option to terminate
this agreement shall be exercised and effective by Seller ' s executing
a notice of termination and recording the same in the Land Records,
which notice need be signed only by the Seller to be effective .
POSSESSION AND CONDITION OF PREMISES
Seller shall deliver exclusive possession of the Premises to
the Buyer at the closing.
Buyer acknowledges that Buyer has had the opportunity to
make a complete and thorough inspection of the Property. Buyer is
satisfied with the condition thereof . If Buyer has elected to make a
less than thorough inspection, Buyer waives any right to object to
any defects in the Premises that would have been disclosed by a
complete and thorough inspection. When possession is delivered, the
Premises shall be in the same condition as they now are, reasonable
wear and tear excepted.
NOTICES
Any notice required to be given under this Agreement shall
be in writing and shall be deemed to have been properly given upon
hand-delivery or mailing by certified mail to the appropriate party
at the following addresses, or at such other address as said party
Shall designate in writing to the other party :
Buyer : Arthur P. Karahalios
371 Foster Street
South Windsor, CT 06074
Seller : Lois H. Petersen
c/o Edwin A. Lassman, Esq.
CityPlace
Hartford, CT 06103-3460
SITE PLAN CONTINGENCY
Seller represents that the Premises are currently located in
a Restricted Commercial (RC) Zone oursuant to the Zoninc Reairlat4 o^s „_
of the Town of South Windsor , which Zone permits among other uses ,
commercial and professional offices, retail stores, restaurants as
described in Article 4 of the said Regulations . Before any parcel
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may be used however, a site development plan must be prepared and
submitted to the Town Planning and Zoning Commission of South Windsor
( "Commission" ) for approval . Buyer shall have the right, at his
expense, to prepare and submit for approval a site deveopment plan to
the Commission. In the event that Buyer a) does submit such a plan,
and b) his application for approval is denied by the Commission on or
before the Closing Date, the Buyer upon notice to Seller, may
terminate this agreement and all deposits paid herein less $*"Meow
shall be promptly returned to Buyer . If the Buyer fails to notify
Seller on or before the Closing Date of such denial , then Buyer shall
have waived his right to recover any portion of the deposit .
The Closing date (October 31 , 1986 ) will be extended until
December 29, 1986 or 20 days after Buyer ' s site plan application has
been approved, whechever date is the earlier, in the event that
Buyer ' s application for site plan approval has been submitted but has
not been acted upon by the Commission on October 31 , 1986. If the
closing date is extended as provided hereunder, and Buyer 's site plan
application is subsequently denied, then all deposits paid herein
lesser shall be promptly refunded to Buyer provided Buyer
shall notify Seller of such denial prior to December 29 , 1986.
MISCELLANEOUS
References in this instrument to the masculine or feminine
.gender shall, where appropriate, include the opposite or neuter
gender . References to the plural shall, where appropriate, include
the singular and references to the singular shall , where appropriate,
include the plural .
The terms and conditions of this contract set forth shall be
binding upon, and inure to the benefit of, Buyer and Seller and their
successors, assigns, heirs, executors, and administrators .
Notwithstanding the foregoing sentence, Buyer may not assign this
contract without the written consent of Seller .
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None of the agreements or provisions in this contract shall
merge in the deed to be given hereunder, and all such agreements and
provisions shall survive the closing even though not included in said
deed.
WITNESSED BY: SELLER:
oe
LO S H. 9ETERSEN
Z ,
BUYE
A HUR P. KARAH OS
®v
/. aeo;v
GEORGE Nr DIAMOND
Z
MICHAEL KARABETSOS
C
PETER PATSAKIS
0128K
EXHIBIT A
A certain piece or parcel of land located in the Town of
South Windsor, County of Hartford and State of Connecticut containing
4. 3 acres more or less and bounded and described as follows :
Commencing at a point in the southwesterly line of Oakland
Road at the northerly corner of land now or formerly of I .B. Singer,
which point is 172 feet northwesterly from the intersection of the
southwesterly line of Oakland Road with the westerly line of Felt
Road; thence northwesterly along the southwesterly line of Oakland
Road, 410.11 feet to a point ; thence S 50° 50 ' 50" W, along land now
or formerly of Dzen, 355. 51 feet to a point ; thence S 290 03' 10" E,
along land now or formerly of Dzen, 489 . 28 feet to a point ; thence S
550 25 ' 55" E, along land now or formerly of Dzen, 182. 81 feet to a
point in the westerly line of Felt Road ; thence northeasterly along
the westerly line of Felt Road, 150 feet to a point; thence N 320 38 '
07" W, along land now or formerly of I . B. Singer, 212. 76 feet to a
point; thence N 500 50 ' 50" E. along land now or formerly of I. B.
Singer, 150 feet to the point of beginning.
e
EXTENSION AGRFEMFNT
Agreement between LOIS H. PETERSFN ( Seller ) and ARTHUR P .
KARAHALIOS, GEORGE N. DIAMOND, MICHAEL KARABETSOS and PETER PATSAKIS
(Buyers ) .
RECITAL:
On July 31 , 1986 , the Buyer and Seller entered into a
Contract of. Purchase and Sale (the "Contract" ) wherein the Seller
agreed to sell and the Buyer aqreed to purchase 4 . 3 acres more or
less of land located on the southerly side of Oakland Roar? in South
Windsor , Connecticut . The Contract provided among other things that
the closing take place on october 31 , 198s; , time being of the
essence. Subsequent to the execution of the Contract it was
discovered that a large portion of the premises was misclassified as
"Flood Land" under the National .Flood Insurance Program which was
incorporated by the zoning regulations of the Town of South Windsor .
Prior to the classification as "Flood Land , " Farm Brook running
through the premises had been relocated in accordance with approvals
by the Town of South Windsor but the relocation was not reflected on
the Flood Roundary and Floodway Map prepared under said program. The
Seller has requested that the maps he amended to reflect the present
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location of the brook and such request has been approved but is
presently subject to a 90-day statutory appeal period from August 10 ,
1987 . The Seller has granted an extension to the Buyer of Buyer ' s
obligations under the Contract until September 30 , 1987 . The Seller
is willing to grant a further extension of the closing date subject
to the following conditions:
1 . The closing date shall be extended to January 5, 1988
( the "Closing Date" ) . Time being of the essence.
2 . Buyer shall have the right , at his expense, to prepare
and submit for approval a site development plan to the South Windsor
Planning and Zoning Commission . In the event that Buyer (a ) does
submit such a plan, and (b) his application for approval is denied by
the Commission on or before the Closing Date, the Buyer upon notice
to Seller , may terminate this agreement and all deposits paid herein
less — shall be promptly returned to Buyer . If the Buyer
fails to notify Seller on or before January 1 , 1988 of such denial ,
then Buyer shall have waived his right to recover any portion of the
deposit .
The Closing Pate (January 5 , 1988 ) will be extended at
Buyer ' s option until April 29 , 1988 or 20 clays after Buyer 's site
-2-
0413K
i
plan application has been approved, whichever date is the earlier , in
the event that buyer ' s application for site plan approval has been
submitted but has not been acted upon by the Commission on January 5,
1988 . If the closing date is extended as provided hereunder , and
Buyer ' s site plan application has not been approved by April 29 ,
1988 , Buyer shall have the right to terminate this agreement provided
Buyer shall notify Seller of such denial prior to April 29 , 1.988 in
which event, however , all deposits made hereunder shall be
non-refundable.
3 . Taxes payable to the Town of. South Windsor shall he
adjusted as of July 1 , 1.987 .
A . In the event that flood boundaries along Farm Brook are
not revised in accordance with the initial. approval of the Federal
Emergency Management Agency ( by January 1 , 1988 ,
then either party may terminate the Contract and all deposits shall
be returned forthwith to Buyer .
3�.
-3-
0413K
F . Except as amended herein, all other terms and
conditions contained in the Contract shall be of full force and
effect .
IN WITNESS WHEREOF , the parties hereto have caused their
signatures to be affixed herein on the dates below indicated .
SFLLFR
< `
l 9 8 7
L S H . PETF R EN
p:UYF
1987
ARTHUR P. KARAHALIOS
1987
GEORGE N. DIAMOND
1987
MICHAEL KARABETSOS
1
1987 �
PFTER PATSAKIS
-4-
04131K
ASSIGNMENT
KNOW ALL MEN BY THESE PRESENTS, THAT We, MICHAEL KARABETSOS and
GEORGE N. DIAMOND, both of the Town of Wethersfield, County of
Hartford and State of Connecticut (hereinafter referred to as
Assignor) in consideration of the sum of
( ) , the receipt whereof is hereby
acknowledged, has sold and by these presents does grant, assign
and convey unto ARTHUR P. KARAHALIOS, of the Town of South
Windsor, County of Hartford and State of Connecticut and PETER
PATSAKIS, of the Town of East Hartford, County of Hartford and
State of Connecticut (hereinafter referred to as Assignee) all
our right, title and interest in and to a certain Contract of
Purchase and Sale dated July 31, 1986 together with any
extensions thereto by and between LOIS H. PETERSEN, as Seller and
ARTHUR P. KARAHALIOS, GEORGE N. DIAMOND, MICHAEL KARABETSOS and
PETER PATSAKIS, as Buyers.
TO HAVE AND TO HOLD the same unto the said assignee(s) , their
executors, administrators and assigns forever, to and for the use
of the assignee(s) , hereby constituting and appointing said
assignee(s) true and lawful attorney(s) irrevocable, in
assignors' names, places and steads, for the purposes aforesaid,
to ask, demand, sue for, attach, levy, recover and receive all
such sum and sums of money which now are, or may hereafter become
due, owing and payable for, or on account of all or any of the
accounts, dues, debts, and demands above assigned, and giving and
granting unto the said attorney(s) full power and authority to do
and perform all and every act and thing whatsoever requisite and
necessary, as fully, to all intents and purposes, as assignors'
might or could do, if personally present, with full power of
substitution and revocation, hereby ratifying and confirming all
that the said attorney(s) or attorneys substitute shall lawfully
do, or cause to be done by virtue hereof.
The assignors hereby covenant that they have not done any act
which would render the Contract for Purchase and Sale in default
and represent that they have no knowledge of any default present
of its terms and conditions caused by act on their part.
The assignees hereby covenant to defend, hold and save harmless
the assignors on account of any breach of any duty or performance
required by the buyer under the terms and conditions of said
Contract for Purchase and Sale from the date of this Assigment.
IN WITNESS WHEREOF, the undersigned have hereunto set their
hand(s) and seal (s) , the day of 1987 .
Signed, sealed and Delivered
in the presence of:
Michael K rabetsos
G o
Arthur P. ahalios
Peter Patsakis
STATE OF CONNECTICUT)
: ss. �/
COUNTY OF HARTFORD )
On the day of Geteb r, 1987 , before me, came Michael
Karabetsos, to me known and known to me to be the individual
described in, and who executed, the foregoing instrument, and
acknowledged to me that he executed the same as his free act and
deed.
a� C
COMMISSIONER OF THE SUPERIOR COURT
STATE OF CONNECTICUT)
ss.
i�
COUNTY OF HARTFORD
On the day of ,C1987, before me, came George
N. Diamond, to me known and known to me to be the individual
described in, and who executed, the foregoing instrument, and
acknowledged to me that he executed the same as his free act and
deed.
COMMISSIONER OF THE SUPERIOR COURT
• cr
STATE OF CONNECTIICUT)
. SS
COUNTY OF HARTFORD )
L
On the day of Octc�er, 1987, before me, came Arthur
P. Karahalios, tome known and known to me to be the individual
described in, and who executed, the foregoing instrument, and
acknowledged to me that he executed the same as his free act and
deed.
COMMISSIONER OF THE SUPERIOR COURT
STATE OF CONNECTICUT) _
ss
COUNTY OF HARTFORD )
On the .� day of , 1987, before me, came Peter
Patsakis, to me known and known to me to be the individual
described in, and who executed, the foregoing instrument, and
acknowledged to me that he executed the same as his free act and
deed.
COMMISSIONER OF THE SUPERIOR COURT
-_ _______ - �'N�t/leW+.-.... M.�ti^r•r ,...*r+4Nwi+.,., s.r..n.w..r-..w .,..» ,.. .., .r., ..,o.. , .,., :-.,,.wa.c.... .. -
F. A. HESKETH & ASSOCIATES, C-
101 MILLBROOK COMMON•BLOOMFIELD,CT 06002•(203)242-1i�55 :...
May 25, 1988 JUN 6
South Windsor
Mr. Peter DeMallie Principal Planning & Zoning Commission
D sign Professionals Inc.
Civil Engineers--Planners
491 Buckland Road
South Windsor, CT 6074
RE: Karahalios Retail Plaza
Oakland Road, South Windsor, CT
Our File #880 1
D ar Mr. DeMallie: ,
On December 23, 19 7, you asked our office to undertake a review of
roadway and traffi conditions existing on Oakland Road, also known
as Route 30, in So th Windsor with particular attention to the area
of Oakland Road ne r its intersection with Felt Road and the Felt
Road extension abo t one mile to the east of the center of Wapping.
Our analysis was c nducted so that we could determine the existing
traffic characters tics and roadway geometry in this area and be in a
position to advise whether or not there are any situations which are
of concern with respect to your proposal to provide a small retail
plaza on the south side of Route 30 west of the Felt Road extension.
Based upon our rev Lew, we provided you with a progress report on
February 15, 1988, indicating our opinion that such a land use could
b accommodated in this area without providing a diminution in the
level of service available to traffic utilizing Route 30 in this
ar a. Our progress report also included a recommendation that th
principal drive to serve the land use be placed on Route 30 west of
th intersection a d that a widening be accomplished along Rout 30
to provide bypass apability such that westbound traffic is abl to
saf ly bypass thos who may be slowing or stopped to execute a left
turn. We also indicated that your plans for providing a secondary
driv way to Felt R ad should be modified, if possible, to provid
"em rgency access nly" to that area since the intersection of Route
30 and Felt Road h s historically been ranked among the more
accident-prone int rsections in South Windsor in studies published by
the South Windsor lanning Department. Our February progress report
indicated that the Department's most current studies (calendar year
1986) during which time eight accidents were recorded as occurring
within the interse tion. Accordingly, our recommendation was that
the Oakland Centre be provided with a new intersection to Route 30
west of Felt Road with proper control and geometry so that the
facility would not bring about a sizeable increase in turning volum s
occurring at the F It Road intersection. Since that time, we note
that your planning has progressed and that the present site plan as
traffic studies traffic engineering traffic planning
1
_. _ . _ --il� Y.Ii1�11 ■+y __r—_______ .._..�..........n.rr•.i+r r.,Mxn-...v, .
Mr. Pet r D Malli
May 25, 1988
Pag Two
revised through M y 9, 1988, provides for a proposed land use with
13, 500 square fee of retail space and 2, 500 square feet of building
to be utilized as a financial institution with a drive-thru
capability. The lan also depicts a single entrance drive to Route
30 with a widenin to provide westbound bypass in accordance with our
arlier recommend tions.
In our opinion, t is plan provides a rather limited land use and,
therefore, a limi ed traffic impact on traffic operations on Route
30. The nature o the land use and the break up of the retail space
into small units ssures its occupancy by retail facilities which
will not generate traffic from substantial distances but which will
serve traffic pre ently utilizing Route 30 and those whose residences
or places of empl yment are near this section of Route 30. Thus, the
traffic impact fr m this land use will not be felt except in the
immediate vicinit of the site. Our review has led us to the
conclusion that t e planning in the immediate vicinity of the site
provides for a two-lane exit drive, adequate radii, and proper
wid ping of Route 30 such that, in our opinion, this land use will
not result in a diminution in the level of service available to
traffic on the r away and will not create congestion or hazards to
those on the roaay or those utilizing the facility.
We appreciatthe opportunity to participate with your office in
the development a safe and efficient traffic plan for this land
use. Please adve if we can provide further information to assist
you as you complo the design. -
V ry truly yours,
WASKETH & A SOCIATBS, INC.
ck A. Hen eth, P.B.
FAH/tau
DESCRIPTION OF AREA
Oakland Road forms a part of Connecticut Route 30, a stat
highway which connects Route 5 in South Windsor with the towns of
Manchester, Vernon and more distant points to the northeast. Between
its intersection with Buckland Road and Ellington Road at the Route
74/194 intersection in Wapping and the Manchester town line, 1.5
miles to the east of Wapping, the roadway is a two-lane bituminous
highway varying between 22 and 32 feet in width. The road is
gen rally tangent and level with few grades or hills and few curves.
Th re are only f ve curves between the village of Wapping and the
Manchester town ine which provide a deflection of greater than 2
degrees. Two of these are located within three-tenths of a mile of
the Buckland Roa intersection, one is just east of the small
shopping center ne-tenth of a mile east of Felt Road and the other
two are near the Foster Road intersection. The computed safe speed
for each of these curves is 55 miles per hour or greater. There are
three areas along the roadway where the grade exceeds 4 percent.
Th se include a 6.5 percent grade three-tenths of a mile east of
Buckland Road and two areas with a grade between 4 and 5 percent
occurring between Felt Road and Foster Street. The roadway is posted
for speeds of 30 miles per hour and nighttime illumination is
provided with modern 20,000 lumen mercury vapor lamps mounted on
utility poles in the section of highway between Buckland Road and
Foster Street.
Land use along the roadway is mostly medium-density residential
with some agricultural properties in the section of highway west of
F It Road. On th south sid of Route 30 within th village of
Wapping is a comet r ial and office area with land us s which include
offic spac in the form r library building, Five Corners Pizza
Hous , office space computer marketing, a savings bank, a real
estate office and a florist in converted residential properties and
th South Windsor Veterinary Clinic. Other non-residential land us s
include a pro-school center, the School of Performing Arts, and the
Mobil Service Station directly on the intersection of Route 30 with
Felt Road. Immediately east of Felt Road the existing shopping
c nt r has undergone reconstruction, modernization and expansion to
provid room for 12 to 20 small retail or service activities.
Automotive World occupies the parcel immediately east of the shopping
area and to the east of that location the land use is residential
throughout our study area.
F It Road to the north of Route 30 is a two-lane South Windsor
town roadway servinW medium-density residential development and is
posted at 25 miles per hour throughout its length between Route 30
and Palmer Drive. Felt Road south of Route 30 is an unimproved road
serving agricultural land and a very limited number of residential
prop rties between Route 30 and its dead end a short distance to the
south of Felt Road.
EXISTING TRAFFIC
The Connecticut Department- of Transportation maintains a
continuous count program of all state highways and some local roads.
Included in their 1987 count inventory is a number of count locations
on the section of Route 30 between Wapping and the Manchester town
line. A review cf the State data permits a determination of average
daily traffic and peak hour traffic on roadways within our study area
as shown below:
Average Peak
Daily Hour
Location Traffic Traffic
Route 30 east of Buckland Road 10,000 950
Route 30 west of Felt Road 10,200 1,025
Route 30 east of Felt Road 9,900 975
Route 30 west of Foster Street 11,000 1,075
Felt Road north of Route 30 1,050 140
Highways within the study area experience the heaviest traffic
during the afternoon commuter peak between 4:30 and 5:30 p.m.
Figures 1 and 2 epict the hourly variations in traffic found on
Route 30 both ea t and west of Felt Road. A review of the plott d
data indicates that the morning peak hour traffic is somewhat 1 ss
than that occurring during the afternoon. This pattern is quite
common in suburban areas where the morning traffic consists primarily
of commuters and the afternoon traffic consists of commuters and
p rsons with social engagements or returning from commercial shopping
activities.
In order to etermine the turning movements existing within the
intersection of Route 30 and Felt Road and to test the validity of
the State's 1987 traffic data, our office conducted a traffic count
program at th i t rs ction on th aft rnoon of January 20, 1988 , to
det rmine the characteristics of p ak hour traffic flow. Figures 3,
4, and 5 illustrate the results of that study and rev aled peak
period traffic flow incomparable to that recorded in the Department
of Transportation's studies. The heaviest one hour period actually
occurred between 4:30 and 5:30 p.m. wherein the hourly traffic flow
on Route 30 east of the intersection was 1,153 vehicles. Our study
revealed that th traffic flow is predominantly eastbound on this
roadway during the afternoon commuter peak with indications that the
imbalance is approximately two-thirds for the traffic eastbound and
only one-third westbound. The data also reveals that the traffic
movements in Felt Road are heaviest to the north during this time
period reflectin the incidence of the home-to-work trips. Traffic
volumes on the southerly section of Felt Road are extremely light
with only occasional traffic movements on that section of road.
Our review and our observations of traffic movements along Route
30 in this area reveal that, except in the five corners area at
Wapping, traffic moves in a generally free-flowing manner without
serious disruption even during peak periods with no evidence of heavy
congestion along the roadway. There are occasions at many of the
commercial land uses along this area where through traffic must slow
down or occasionally stop to accommodate turning vehicles.
PROJECTED TRAFFIC
This section of the report provides for an estimate of the
traffic movements expected at a new land use which would provide
13,500 square feet of retail space and 2, 500 square feet of bank
building with a d ive-thru facility. Estimating the amount of
traffic expected at a new land use generally involves a study to
det rmine the am nt of traffic that has been recorded at similar
land uses that w re constructed in the past and which have operat d a
sufficient perio of time to have a stabilized and consistent
pattern. The In titute of Transportation Engineers in 1976 published
a compilation of studies gathered from traffic engineers, planners
and public officials throughout the country at various land us s.
That document was updated in 1979, 1983 and again in September 1987
and provides traffic engineers and planning officials with a single
document and guide on trip generation rates for all land uses and
building types. The fourth edition (September 1987) contains
considerably more data than all previous editions. The total data
bas in this edition consists of approximately 1, 950 individual trip
generation studies. The report is intended for use in estimating the
number of trips that may be generated by a specific building or land
us . The following definitions of terms are useful to clarify the
t rminology used in describing the results of their studies:
TRIP: A si gle or one-direction vehicle movement with
either the rigin or destination (exiting or entering)
inside the tudy site.
TRIP ENDS: In the ITE report, trip ends are the total of
all trips entering plus all trips leaving a designated land
use or building type over a given period of time.
AVERAGE TRIP RATE: A w ighted av rage of the numb r of
trips or trip ends per unit of related independent
variable, (e.g. , trip ends per dwelling unit, per employee,
or per 1,000 square feet of building area, etc. ) . The
average rate was calculated by summing all trips and all
independent variables and then dividing the trip sum by the
sum of the independent variable to obtain a weighted
average.
AVERAGE TRIP RATE FOR PEAK HOUR OF ADJACENT STREET
TRAFFIC: The weighted average trip rate during the hour of
the highest volume of traffic passing the site on adjacent
streets between 7 and 9 a.m. or between 4 and 6 p.m.
AVERAGE TRIP RATE FOR PEAK HOUR OF GENERATOR: The weight d
average trip rate during the hour of highest volume of
traffic entering and exiting the study site in the a.m. or
in the p.m. It may or may not coincide in time or volume
with the trip rate for the peak hour of the adjacent stre t
traffic.
GROSS AREA: The gross floor area of a building is the sum
of the area at each floor level including cellars,
basements, mezzanines, penthouses, corridors, lobbies,
stores, and offices that are included within the principal
outside faces of exterior wall not including architectural
setbacks or projections.
GROSS LEASA LE AREA (GLA) : Gross leasable area is the
total floor area designed for tenant occupancy and
exclusive u e including any basements, mezzanines, or other
floors expr ssed in square feet and measured from the
center line of joint partitions and from outside wall
faces. Gross leasable area is all that area for which
tenants pay rent; it is the area that produces income. GLA
lends itself readily to measurement and comparison.
Because of this feature, GLA has been adopted by the
shopping center industry as its standard for statistical
comparison.
INDEPENDENT VARIABLE: A physical, measurable, and
predictable unit quantifying a study site or generator.
For example, the number of dwelling units, the number of
employees, the number of seats, or the number of square
feet.
The Institute of Transportation Engineers' study defines a
shopping center as " . . .an integrated group of commercial
stablishments which is planned, developed, owned and managed as a
unit. " Studies of over 500 shopping c nt rs wer obtain d for the
Institute's analysis and included centers ranging in siz from as
small as 6,900 s uar f t to 1,600,000 gross square f et of leasable
area. The study included many shopping centers which in addition to
th integrated unit of shops in one building or enclosed around a
mall, included peripheral buildings or pads located on the perimeter
of the center ad scent to the streets and major access points. These
buildings were generally drive-in banks, restaurants, or small
offices. The Institute indicated that it can be assumed that th
data in their studies do reflect the effect of peripheral buildings.
In spite of that, the Institute suggested a conservative approach be
tak n for the purpose of designing the access and calculating the
trips generated by the peripheral buildings by analyzing them
separately as well as an analysis of the entire center and then using
the higher of the two estimates.
The Institute guidelines suggested that the most accurate method
for estimating the driveway volumes at shopping centers must utilize
a series of regression equations to determine the average weekday
vehicle trip end (24 hour two-way volume) as well as the total a.m.
and p.m. peak hour trips (two-way volume) and then to apply the
mperical directional distribution ratio to determine the peak hour
entering and exiting volumes. This method was suggested because the
study at over 50 different centers indicated that the rate of trip
making decreases as the size of the center increases and that the
change in rate 13 an exponential function rather than a linear
function. For tie South Windsor location, the small size of the
c nter would alSD indicate that the bank must be considered
s parately. Table 1 indicates the method of application of the
regression equations to estimate daily and peak hour traffic and the
directional split in ent ring and exiting traffic.
TABLE 1
OAKLAND CENTRE
TRIP GENERATION CALCULATIONS
(1) Shopping Center - 13,500 Square Feet
ITE Land Use Code 820
Time Period Total Entering Exiting
We kday Rear ssion E uation* Trip Ends Traffic M Traffic M
24 Hours Ln(T) 0.65Ln(x)+5.92 2,022 1, 011 (50) 1,011 (50)
AM Peak Ln(T) 0.60Ln(x)+2.40 53 37 (70) 16 (30)
PM Peak Ln(T) 0.52Ln(x)+4.04 220 108 . (49) _ 112 (51)
(2) Drive In-Bank - 2, 500 Square Feet
ITE Land Use Code 912
Time Period Total Entering Exiting
W ekday Rear ssion E uation* Trip Ends Traffic M Traffic M
24 Hours Ln(T) 0.44Ln(x)+6.31 823 411 (50) 412 (50)
AM Peak T = 6 09 (x) ) 2.00 17 10 (57) 7 (43)
PM Peak T = 1 .59 (x)+9.30 124 61 (49) 63 (51)
Total of Shoppin Center and Drive-In Bank:
Time Peri d Total Entering Exiting
We kda Trip Ends Traffic Traffic
24 Hours 2, 845 1,422 1,423
AM Peak Hour 70 47 23
PM Peak Hour 344 169 175
* X = Area in 1,000 Gross Square Feet
T = Total Trip Ends
-- N7�, a±1F"� a7�•nn..wa��['rh+o, vsxn..K,rzc1 .._._ _.
The traffic projections h r in are useful in determining the
xpected driveway volumes at the new center proposed for the
intersection of Route 30 and Felt Road and in that sense they ar
useful in providing the designer with a set of volumes to utilize in
s lecting driveway geometry. However, these volumes are not additive
to xisting volumes since the term "generation" as used in this study
and in most studies of the relationship of traffic volumes to land
us s is a misnomer. A statement from the Institute of Transportation
Engineers' s Recommended Practice "Guidelines for Driveway Design and
Location" published in 1975 sheds some light on this subject.
"The traffic using driveways and streets connected with
residential and industrial development is actually generated
and added to the highway system. Part of the traffic
entering and leaving the driveways of retail and service
facilities, however,, WAS ALREADY on the street system" . The
data (presented here) relate to "DRIVEWAY VOLUME" estimates
and these ar of primary interest to the engineer
responsible or issuing and approving driveway permits. "
The 1987 pub ication by the Institute of Transportation Engineers
which we referenced earlier and which was utilized to project
driveway volumes also discussed the pass-by phenomenon in some detail
and the report stated:
"The trip generation rates and equations were derived
from actual easurements of traffic on the driveways of the
various buil ings or land uses. However, in some cases_, the
driveway vol me at a generator is different from the amount
of traffic a ded to the adjacent street system. Buildings
such as reta n establishments, certain restaurants, banks,
service stat ons, and convenience markets attract traffic
from the pas ing stream of traffic. "
"The by ass trip comes directly from the traffic stream
passing the acility on the adjacent street system and does
not require diversion from another roadway. A diverted
trip involve a route diversion from one roadway to another
for example, to reach a different retail facility than may
have been the case in the absence of a particular facility
or to simply change routes in order to take advantage of th
facility while on some longer trip._"
Th report i dicat d that "it is ess ntial that this phenomenon
be recognized when examining th traffic impact of a development on
the street syste Application of the ITE recommended r gr ssion
equation for det rmining the bypass phenomenon indicates that the
proposed shoppin center on Route 30 near Felt Road is expect d to
serve bypass tri s of 45 percent during the critical p.m. peak
highway hour.
RECOMMENDATIONS
While the projected driveway traffic volumes, particularly when
considering the ass-by nature and the convenience activities
afforded by this shopping center, are not so great as to bring about
increases which overload the roadway network, the turning volum s
associated with this activity is cause for concern. It is
recommended, the efore, that the principal drive to serve the land
use be placed on Route 30 west of the intersection and that a
widening be accomplished along Route 30 to provide a bypass
capability such that westbound traffic is able to safely bypass those
who may be slowing or stopped to execute a left turn. Felt Road
south of the intersection could be utilized for emergency access and
gress or as a minor entrance and exit. This recommendation is made
b cause of the fact that the intersection of Route 30 and Felt Road
has historically been ranked among the accident-prone intersections
in studies by the South Windsor Planning Department. Currently, the
Department's most current studies include calendar year 1986 during
which time eight accidents were recorded as being within the
intersection. Wa recommend that a new intersection with proper
control and geom try be provided to service this center so that the
n w facility does not bring about a sizeable increase in the turning
volumes occurrin at the Felt Road intersection.
It is recommended that the bypass lane on Route 30 be constructed
by providing a minimum of 24 feet from the existing center line of
Route 30 with a widening on the north side of the roadway ext nding
from th c nt r line of the driveway asterly 100 feet and then
tapering to matc the existing pav m nt in th vicinity of the
existing culvert carrying an unnamed brook under Route 30. It is
also recommended that the driveway serving the facility be provided
with 50 foot radii to facilitate turning movements including the
occasional truck that will be required to service the building and
that a driveway width of 40 feet be provided such that 24 feet can be
reserved for traffic exiting and 16 feet for entering traffic. Th
volumes associate with this land use do not warrant traffic signal
control and stop signs will provide adequate control for entering and
xiting traffic.
-v V :I
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HOURLY TRAFFIC FLOW
LOCATION: ROUTE 30 EAST OF ROUTE 74 , SOUTH WINDSOR
PERIOD COVERED: MARCH 18 & 19 , 1987
ui
1300 0
V
1100 Q
H
900
J
700
500
300
100
50
0
12 2 4 101 12 1 5 6 8 9 10 11 12
.M. Pm.—
FIGURE 1
F A Heeketh & An"latei
HOURLY TRAFFIC FLOW
LOCATION: ROUTE 30 AT MANCHESTER TOWN LINE, SOUTH WINDSOR
PERIOD COVERED: APRIL 20 & 21 , 1987
J
1300 0
c�
1100 Q
F-
900 J
O
700
500
300
100
O 50
12 S4 6 6 ib I I I I i. A 6 6 10 I I2
P.M.
FIGURE 2
F A Hesketh A Aswlatei
EX-Hesketh & .Associates Inc.
TRAFFIC COUNT
GRAPHIC SUMMARY SHEET
LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR
DATE JANUARY 20, 1988 TIME : 3:00 - 4:00 P.M.
0
r-q w
NORTH A
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0
H
r1 N 00
(V M
TO WAPPING 5 CORNERS ROUTE 30
19
C476
300
0
7 831
.30
455 492
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ROUTE 30 ` / TO I-84
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F. X.Hesketh & Associates , Inc.
TRAFFIC COUNT
GRAPHIC SUMMARY SHEET
LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR
DATE JANUARY 20, 1988 TIME 4:00-5:00 P.M.
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TRAFFIC COUNT
GRAPHIC SUMMARY SHEET
LOCATION: ROUTE 30 AT FELT ROAD, SOUTH WINDSOR
DATE
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Design FIGURE 5
r
I
Oakland Center - 'Planning Dept. Comments 2-19-88
Dumpster needed for Building #1?
Felt Rd. improvements needed?
Show some contours on abutting property (gas station)
�Show pavement widths in parking lot
Town will be bri Bing water line up Felt Rd past site; site will
ne d to connect o public water.
Data block - if variance granted for buffer, reflect in data
block
A-2 certificatiox needed on site plan
Variety needed rather than so many white pines on landscaping
plan
y 01 �•
O �
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
�rtipsOR-CO AREA CODE 203/644-2511
February 22, 1988
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Avenue
South Windsor, PT 06074
RE: OAKLAND C�Tm
APPLICATION REVIEW
Dear Mr. Moran: ',
The plans have been modified similar to the indication last
month. The indicated activities within the wetlands for which a
permit will be required are:
1. The install tion of a discharge from their dentention basin.
2. The placeme t of standard rip rap at the corners of the
brook. This wa previously requested and it has been indicated
that this can be placed without work in the brook.
3. The plans ndicate that the foliage along the brook and
wetlands shall be cut and mown. This area shall be planted with
a collection of shrubs .
If a permit wore to be approved, a bond of $5,000 could be
appropriate to lassure compliance with the notes and schedules
indicated on their sedimentation & erosion control sheet No. 3 of
5.
A modification Of the wetland map - 3 .1 & 3.2 shall be required.
Very truly your,
�p
A. Bowen Davies
Deputy Town Engineer
ABD/jsv
cc: Michael J. 'Gantick, Director of Public Works
Marcia A. ianach, Director of Planning
IWA/CC
February 22, 198$
Mr. John M. Moran, Jr. , Chairman
South Windsor Inland Wetlands Agency/Conservation Commission
1540 Sullivan Av nue
South Windsor, C 06074
RE: "THEOAKLANP CENTRE" APPLICATION REVIEW
Dear Mr. Moran:
The application and plans for work on this parcel when compared
with the 1984 edition of the Town "Inland Wetlands Map" reveals a
large discrepancy between the two. Ten or more years ago, Farm
Brook was relocated into its present location. How and/or why
could be subject to some research, but it has been in its current
location for an extended period of time and I am not in
disagreement with their indicated location. Their application
should include the appropriate information required under Section
III to show the wetlands eliminated and the new watercourse, for
the inventory.
Then it would appear that the regulated activity applied for
would come under Section 5.2 & 5.3 of the regulations. This
would include the storm drainage, including detention, grading of
the channel banks and the restaurant location.
I am concerned about any excavation in or adjacent to the
watercourse. Farm Brook carries the runoff from a sizeable and
mostly developed section of Town. It would appear that the
channel was maintained fairly well, based on the size of the
brush along its sides. This root growth has retarded earth
movement, erosion and the depositing of silt downstream. With
this proposal, there is nothing on the plans to indicate how they
intend to work in a live stream and preserve the water quality.
There is no protection at the corners where one would expect a
certain amount of scour, even at morderate flows. Nor do they
evaluate the channels condition, capabilities or propose a
maintenance schedule. If the slopes were to be ignored, they
will grow up into brush, like what is there today. Over an
extended period, this could affect the flow and perhaps have an
adverse eff ct on the site and require a major restoration effort
by the owner. To remove it by digging or chemically, would be
prohibited.
John M. Moran, Jr.
"The Oakland Centre" Application -Review
Page 2.
Item 5 in the application asks for a purpose, description and a
time frame for a proposed activity, which a permit from the
IWA/CC is required. It appears that more information is needed
on the plans to make an evaluation or recommendations of their
proposal.
Very truly yours,
A. Bowen Davies
Deputy Town Enginees
ABD/Jsv
cc: Design Professionals
Michael J. Gantick, Director of Public Works
Marcia A. Banach, Director of Planning
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Karl Reichle, Mike Gantick-, Mel Stead, Fred Shaw, Date:
Ric �atrd J. Sartor, Gary Tyler, Fire Marshal Laming.. John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: _
Subdivision L Site Plan
Residential �_ Commercial
Industrial
Location: �' ' UCY
Project Description: y,� ,,�
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
comments:
Please let me know by 3 1,25/7� if you will have comments on
this application so that' I can follow up with your department when I
do a Planning Department report.
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Karl Reichle, Mike Gantick, Mel Stead, Shaw,
Date:
Richard J. SaY`tCr, Gary Tyler, FiM John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: Oa.Wllald
Subdivision Site Plan
Residential X Conunercial - R6zoo-q-
Industrial
e,�J
Location:
Project Description:
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:
Please let me know by .75 if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
tow N aE4<
C r ap Sau& ?d&U&Ot
e
U
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
o
OR-Co� AREA CODE 203/644-2511
March 29, 1988
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: Engineering Review Oakland Centre
Please find attached, the SEA engineering comments for the
subject project. In addition, the following comments are also
noteworthy:
1. Widening of Felt Road on the north side from the intersection
of Oakland to the southwest property corner should be included in
this project. The existing open channel along Felt Road should
be piped with appropriate CB's included.
2 . Radius for all driveway entrances/exits should be shown.
3 . The turning radius around building no. 1 appears to be
restrictive.
4 . A DOT permit will be needed prior to the start of any
construction.
5. Type of PVC to be used and bedding detail needed.
6 . Reverse filter design needed for all riprap areas .
7 . The parking lot/driveway pavement section should reflect Town
standards and/or pavement design predicated on actual soil
conditions .
B. Plan for maintenance of flow during construction of the new
manhole on the existing sanitary sewer should be provided.
9 . Hydraulic capacity and backwater analysis is needed for the
proposed 60 inch RCP culvert. Headwall/endwall needed, i.e. wing
walls .
10 . Additional spot elevations needed throughout parking/drive
areas i.e. at corners .
11 . Detention basin outlet structure details lack outlet control
(weir? ) size and detail.
Should you have any questions regarding the subject matter please
contact me.
CC: Engineering File
PZC Correspondence
Ito
1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074
AREA CODE 203 644-2511
i
M E M O R A N D U M �Ju&%t "� / 96-8� PCI;Y
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
RE: Engineering Review Oakland Centre _
Please find attached, the SEA engineering comments for the,
subject project. In addition, the following comments are also
noteworthy:
� .Q• 1 . Widening of Felt Road on the north side from the intersection
Oakland to the southwest property corner should be included in
this project. The existing open channel along Felt Road should
be piped with appropriate CB's included.
Radius for all driveway entrances/exits should be shown.
The turning radius a4gund building no. 1 appears to be
restrictive. �' -�- r Lug' v
A DOT permit will be needed prior to the start of any
construction.
Type of PVC to be used and bedding detail needed. tlad SAS �S
ne ded f r all ri ra areas .
6 . Reverse filter design 9� rip rap
The parking lot/driveway pavement section should reflect Town
standards and/or pavement design predicated on actual soil
conditions .
Plan for maintenance of flow during construction of the new
manhole on the existing sanitary sewer should be provided.
�V. Hydraulic capacity and backwater analysis is needed for the
proposed 60 inch RCP culvert. Headwall/endwall needed, i.e. wing
w lls .
1 Additional spot elevations needed t e
Detention basin outlet structure details lack outlet control
--e weir? size and detail.
Should you have any questions regarding the subject matter please
contact me.
CC: Engineering File
PZC Correspondence
March 8, 1988
S E A C nsultants Inc.
Engin ers/Architects
Principals
Arnold B.Goldst in,P.E. Mr. Michael J. Gantick, P.E.
Frederick G.Aufiero,P.E. Director of Public Works
Robert M.Brandon,A.I.A. Town of South Windsor
Stephen H.Geribo,P.E.
David T.Goodemote,P.E. 1540 Sullivan Avenue
Bruce E.Soule,P.E. South Windsor, Connecticut 06074
Kenneth M.Stewart,P.E.
Anthony J.Zuena,P.E.
Re: Oakland Centre
Associates Job NO. 288-8731
Steven L.Bernstein,P.E.
Paul F.Gabriel,RE. Task Order No. 18
Mark Gould,P.E.
Michael S.Schultz,P.E.
Arthur A.Spruch,P.E. Dear Mr. Gantick:
Paul C.Ross,P.E. As requested, S E A Consultants Inc. has reviewed the following
for the above referenced project:
Sheet No. Title Prepared By Date
1 of 4 Site & Topo-
graphic Plan Design Professionals, Inc. 1-29-88
2 of 4 No Title " -
3 of 4 Sedimentation &
Erosion Plan " 1-29-88
4 of 4 Landscaping Plan " -
Elevations Moser, Pilon, Nelson 1-29-88
Elevations " It
This information was reviewed for compliance with the Town of
South Windsor Subdivision and Zoning Regulations dated July 24,
1972, and standard engineering practice. We note the following:
Section 4.13.2.1 KEY MAP
d., e. A legend designating proposed storm drainage and sani-
tary sewer systems with direction arrows should be
provided.
Section 4.13.2.4 TOPOGRAPHIC MAP
850 Silas Deane Highway
Wethersfield,CT 06109-3412
(203)721-7993 b. Pavement widths should be indicated at the two pro-
485 Massachus tts Avenue posed driveway entrances.
Cambridge,MA 02139-4018
(617)497-7800
Citicorp Park W st
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
Mr. Michael J. Gantick, P.E.
S E A Consultants Inc. March 8, 1988
Engineers/Architects Page Two
Section 4.13.6 CONSERVATION PLAN
Topsoil stockpile areas should be designated on the sedimentation
and erosion plan.
Sedimentation and erosion control notes n5 and #8 should correlate
with the Oakland Centre project.
An anti-tracking apron should be provided at the entrance off of
Felt Road.
Section 8 OFF-STREET PARKING
The parking schedule denotes a total of 143 parking spaces provided.
However, we have determined that 130 spaces are shown. The
developers are requesting a waiver of 51 spaces in accordance with
Section 8.4.1 (Modification of Minimum Required Parking Spaces).
Based on the 130 spaces provided, the waiver should be for 64
spaces.
GENERAL COMMENTS
1. The two sharp bends of the existing Farm Brook drainage
channel should be analyzed for velocity increases and appropri-
ate outside slope protection be provided. Also, there should
be adequate riprap placed on the proposed embankment up-
stream of the existing twin 48" ACCMP culverts.
2. Backwater calculations for the given flood elevations along
Farm Brook should be submitted for review. Also, the storm
frequency should be indicated on the plans.
3. Outlet pipes for the two detention basins should be relocated
away from under the emergency spillways.
4. The proposed elevations for the detention basin behind building
no. 1 should be corrected.
5. It is recommended that riprap be placed along the northern
slopes of the detention basin opposite building no. 3 to protect
against erosion to private property.
6. The existing watercourse across the proposed entrance at
Felt Road should be contained within a pipe between th two
existing drainage pipes.
F
Mr. Michael J. Gantick, P.E.
S E A Consultants Inc. March 8, 1988
Engin rs/Architects Page Three
7. The detention basin analysis submitted does not include a 2-
year storm frequency. The Town requires zero net increases
for 2, 10, 259 50 and 100-year frequencies.
8. The inlet elevations to both detention basin outlet structures
appear to be above the proposed floor grades. These condi-
tions will create undesirable ponding in the basins. The inlets
should be set below grade to ensure complete draining of the
basins.
9. Appropriate riprap protection should be provided at both
emergency spillways of the detention basins.
10. All storm drainge outlet pipes should have end treatments,
specifically culvert ends.
11. Full turning radiuses should be shown at both grass peninsulas
at the Oakland Road entrance.
-M
' ' ize
sh -
If you have any questions, please do not hesitate to call me.
Very truly yours,
S E A Consultants Inc.
James R. Bancroft, P.E.
JRB:emf
485 Massachusetts Ave. Citicorp Park West 850 Silas Deane Highway
SEA Consultants Inc. Cambridge,MA 02139-4018 100 Foden Road Wethersfield,CT 06109-3412
Engineers/ArchRects 817-497-7800 South Portland,ME 04106-2319 203-721-7993
207775-2281
Client OTti LAJ%t.+O%O& CT Job No. $$ 12(,0.Z"1 Page
Project %t Ed t EW Comptd.By Date S
Detail T(Zt? C4"EULAT16IJ Xh i ILA Ck'd By Date
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CiASEY, HALPERN, GRACE & ❑OMEIROWSKI, P.C.
ATTORNEYS AT LAW
479 BUCKLANO ROAD
SOUTH W I NDSOR,CONNECTI CUT 06074
[203)B44-1526
JOHN M.CASEY 185 S I LAS DEANE HIGHWAY
KENNETH S.HALPERN WETHERSFIELD,CT 06109
WILLIAM E.GRACE [203)563-2a34
JOHN W.DOMBROWSKI,JR.
WILLIAM K.WASSERMAN
APRIL C.TEVERIS
April 12, 1988
'�r�-P'
I-A T
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue h Wind pC
South Windsor, CT 06074 ��&
p►a
nning & Zoni►�g Commission
RE: THE OAKLAND CENTER - SITE PLAN
The Applicants, Arthur P. Karahalios, Peter Patsakis and Peter
Samiotis, hereby grant the Planning and Zoning Commission a 65 day
extension in which to act on the pending application for a site plan of
development on Oakland Road.
The matter is still before the Inland Wetlands Agency/Conservation
Commission.
The Applicants
Uia. 0�4�
By William E. Grace
Their Attorney
WEG/att
i
Ll/
�tOwM t,<�
C U T-aw� � •
V
•
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
R.CO AREA CODE 203/644-2511
May 26, 1988
Arthur P. Karahalios
Peter Samiotis
Peter Patsakis
371 Foster Street
South Windsor, CT 06074
RE: Application #88-11P - The Oakland Center
Gentlemen:
Please be advised that the Inland Wetlands Agency/Conservation
Commission voted on May 25, 1988 to approve with modifications
the above application for the construction of a restricted
Commercial Plaza subject to the following:
1. in compliance with the conservation plan.
2 . that the well that is there is capped and totally
inaccessible.
3. the installation of a discharge from the detention basin.
4 . the placement of standard rip rap at the corners of the
brook. This was previously requested and it has been
indicated that this can be placed without work in the
brook.
5 . the plans indicate that the foliage along the brook and
wetlands shall be cut and mown. This area shall be
planted with a collection of shrubs .
6 . a modification of the wetland map - 3. 1 & 3.2 shall be
required.
7 . three (3) blueprint copies of the approved map with all
modifications be submitted to the IWA/CC within 65 days
for review prior to any construction activity on the
site.
8 . construction activities shall be subject to the approval
of the Town Engineer.
9 . the permit is valid for one year and shall expire on May
25, 1989 .
10 . all approvals required must be obtained and submitted
prior to any activity on the site.
11 . the application shall indemnify and hold harmless th
Town of South Windsor against any liability which might
result from the proposed operation or use.
12. a bond of $5000.00 is appropriate to assure compliance
with the notes and schedules indicated on the
sedimentation and erosion control sheet No. 3 of 5.
Very truly yours,
John J. Moran,`-Jr. Chairman
Inland Wetlands Agency/
Conservation Commission
JJMJr. /pmm;
cc: A.B. Davies, Deputy Town Engineer
Marcia Banach, Director of Planning
John R. Collins, Chief Building Officials
Michael Gantick, Director of Public Works
Raymond Hallowell, Chairman, PZC
�011 N jtt
�- 014Cs ?d&"41at
w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
~�soit•co�� AREA CODE 203/644-2511
May 26, 1988
Arthur P. Karahalios
Peter Samiotis
Peter Patsakis
371 Foster Street
South Windsor, CT 06074
Gentlemen:
Section 4 . 13. 6 of the Zoning Regulations, Conservation Plan (a
copy enclosed) establishes the criteria for such a plan and a
method of monitoring its application. A permit for your proposal
was granted, with a bond as assurance of compliance with its
sedimentation and erosion control measures. To assist in the
review process by the Inland Wetlands Agency/Conservation
Commission, whether for a permit extension or specific inquiry
request, the provisions for verification through progress reports
by the developer's/applicant's Engineer demonstrating that each
Erosion and Sedimentation control measure has been installed and
maintained, in accordance with the approved plan shall be
required.
It is requested that this verification report be submitted at
least two weeks before the regular meeting of the IWA/CC to
permit time for the Commissioners to evaluate your project
controls .
Very truly yours,
A. Bowen Davies
Deputy Town Engineer
ABD/pmm
C+ASEY, HALPERN, GRACE & DOMEIROWSKI, P.C.
JUN 22 1988
ATTORNEYS AT LAW
479 BLICKLANO ROAD
SOUTH WINDSOR,CONNECTICUT 06074 South Windsor
[2031 B44-1528 Planning & Zoning Commission
JOHN M.CASEY 185 S I LAS OEANE H I GHWAY
KENNETH S.HALPERN WETHERSFIELD,CT 06109
WILLIAM E.GRACE [203)563-2834
JOHN W.OOMBROWSKI,JR.
WILLIAM K.WASSERMAN
APRIL C.TEVERIS
June 22, 1988
Planning & Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: THE OAKLAND CENTER - SITE PLAN OF DEVELOPMENT
The Owner, Lois H. Petersen, and Applicants, Arthur P. Karahalios,
Peter Patsakis and Peter Samiotis, hereby grant the Planning and Zoning
Commission a 65 day extension in which to act on the application for
the site plan of development on the southerly side of Oakland Road.
OWNER and APPLICANTS
B
/u/40maw
William E. Grace, Attorney for
c
$ �v Zen
--hawn op siotdA ?40&zd40t
1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
R,Cps
AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 9, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At its June 28, 1988 meeting, the Planning and Zoning Commission
voted to take the following action: °~
1 . Approve, with modifications, App . #88-11P, thur P.
Karahalios, Peter Patsakis & Pet S for a Site Plan
of Development for project known as Oakland Center, south
side of Oakland Rd. west of Felt Road, RC Zone.
2. Approve, with modifications, Appl. #88-36P, Richard S.
Kelley, RSK-KELLCO Inc. for a Site Plan of Development
modification of interior road system and buildings for
project to be known as Town Shopping Center, on property on
the south side_ of Ellington Road and west side of Buckland
Road, RC Zone.
3 . Approve, with modifications, Appl. #88-34P, Southridge
Estates, Inc. for a 2-lot plus 1-parcel Subdivision of
property at corners of Ayers Rd. /Sullivan Ave./Graham Rd. ,
A-20 Zone.
4 . Approve an Amendment to the By-Laws of the Planning and
Zoning Commission, as follows:
Article VIII of the South Windsor Planning & Zoning
Commission By-laws, entitled "Meetings" , is amended by
adding after Section 5 a new section as follows:
"Section 6 . Items for the agenda of any regular meeting
may be submitted by any regular member of the Commission.
Such items shall be submitted in writing to the Secretary
of the Commission at least six (6 ) days prior to the
regular meeting for which they are intended for
consideration. The name of the person submitting an item
for Commission consideration shall appear on the agenda
after the item submitted. "
Dated at South Windsor, Connecticut this 30th day of June, 1988.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
tow" S 4
ce
W. �� 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
�'►osoR,co'� AREA CODE 203/644-2511
July 11, 1988
Atty. William E. Grace
479 Buckland Road
South Windsor, CT 06074
re: Appl. 88-1 - Oakland Center Site Plan
Gentlemen:
We are pleased to notify you that the Planning and Zoning
Commission voted at its June 28, 1988 meeting to approve the
captioned application for a Site Plan of Development in
accordance with Drawings #1, 3, and 4 of 5 dated 1-29-88, revised
5-9-88; 2 of 5 undated and unrevised; and 5 of 5 dated 1-29-88,
revised 5-12-88 prepared by Design Professionals, Inc. , Project
No. 87-178, 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 . This application is subject to the conditions of approval
of the Inland Wetlands Agency/Conservation Commission.
4 . An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4 . 13 .10 of the Zoning
Regulations .
5 . A landscape bond in the amount of $10,000 is required and
must be submitted prior to filing of mylars .
6 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South
Windsor.
Atty. William E. Grace -2- July 11, 1988
7 . No building permits will be issued until well is drilled
and tested.
8 . Type of PVC pipe to be used and bedding detail are needed
(SDR 35) .
9 . Reverse filter design is needed for all riprap areas, which
shows gravel with material specifications for fabric
filter, riprap.
10 . Parking lot/driveway pavement section should reflect Town
standards and/or pavement design predicated on actual soil
conditions .
11 . Additional spot elevations are needed at rear of Building
#2 .
12 . Add variety to trees to provide some larger deciduous trees
such as sycamore, maple, and oak.
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 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
7
R ymond 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
,00eM. Banach, Planning Director
Registrar of Voters
Inland Wetlands Agency/Conservation Commission
PZC File
Arch. /Engineer
Applicant
C+ASEY, HALPERN, GRACE & ❑OMBROWSKI, P.C.
ATTORNEYS AT LAW
472 BUCKLANO ROAD
SOUTH WINOSOR,CONNECTICUT OS074
[2031 644-1526
JOHN M.CASEY 165 S I LAS OEANE H I GHWAY
KENNETH S.HALPERN WETHERSFIELO,CT 06109
WILLIAM E.GRACE [203)563-2634
JOHN W.OOMBROWSKI,JR. R
APRIL C.TEVERIS rj
PUG 11 1988
August 11, 1988 South Windsor
Planning & Zoning Commission
Town of South Windsor
Planning & Zoning Commission
1540 Sullivan Avenue
South Windsor,CT 06074
Re: Appl. #88-11P - Oakland Center Site Plan
Dear Commissioner:
On behalf of the applicants, we ask that a 90-day
extension be granted wift on the
above-captioned application.
Very truly yours
660w' ��•
William E. Grace
WEG;led
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LICENSE AND PERMIT BOND
(For County,City,Town or Village Only)
KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 40750103
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of the TOWN of SOUTH WINDSOR State of CONNECTICUI' as Principal,
and the WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the
State of CONNECTICUT ,as Surety,are held and firmly bound unto the
TQM of SOUTH WINDSOR State of Q0NZCTI= , Obligee, in the penal
(Valid only when a County, City, Town or Village is named as Obligee)
sum of TEN THOUSAND AND N01100 ($ 10,000.00 )DOLLARS,
(NOT VALID IF FILLED IN FOR MORE THAN$25,000.00)
lawful money of the United States, to be paid to the said Obligee, for which payment well and truly
to be made, we bind ourselves and our legal representatives, jointly and severally by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal
has been licensed THE OWNER OF THE OAKLAND ROAD SHOPPING CENTER
289 OAKLAND ROAD SOUTH WINDSOR, CT. 06074 by the said Obligee.
NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things com-
ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per-
mit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period
commencing on the 26th, day of AUGUST , 19 88 ,and ending on the
26th. day of AUGUST , 19 89 , unless renewed by continuation certificate.
This bond may be terminated at any time by the Surety upon sending notice in writing to the clerk
of the Political Subdivision with whom this bond is filed and to the Principal, addressed to them at
the Political Subdivision named herein, and at the expiration of thirty-five (35) days from the mail-
ing of,4 this bond shall ipso facto terminate and the Surety shall thereupon be relieved from
any., dr a acts or omissions of the Principal subsequent to said date.
ei h. day of AUGUST , 19 88 .
OAKLAND CENTER ASSOCIATES
Principal
, RIC)iARD GIRUUARD
g Principal
Count WESTE IR Y C MPANY
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By By
Resident Agent cr
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ACKNOWLEDGMENT OF S RETY
STATE OF SOUTH DAKOTA (Corporate Officer) !P
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On this 26t-h_ day of AUG IST , 19J3$—,before me, the undersigned officer,
personally appeared Joe P.Kirby ,who acknowledged himself to be the aforesaid officer of the
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WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do, ;
executed the foregoing instrument for the purpose therein contained, by signing the name of the corporation by
himself as such officer. a
IN WITNESS WHEREOF, I have hereunto set my hand and official seal. y
+ e
F D.KRELL
/ �� NOTARY PUBLIC �� r
SEAL SOUTH DAKOTA
s Notary Public, South Dakota
My Commission Expires 11-30.92 P
Form 849—1-88
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ACKNOWLEDGMENT OF PRINCIPAL y
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STATE OF CONNECTICUT y
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known to me to be the individual_ described in and who executed the foregoing instrument and
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My commission expires
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Notary Public
ACKNOWLEDGMENT OF PRINCIPAL
(Corporate Officer)
STATE OF
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County of
On this o:(� d , 194?Z,before me,
personally appeared , who acknowledged himself to be the
of a corporation,
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and that he as such officer being authorized so to do, executed the foregoing instrument for the pur-
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My commission expires
19
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KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 40750102
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That we, OAKL.AND CENTER ASSOCIATES ,
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of the 'ICWN of SOUTH WINDSOR State of CONNECTICUT as Principal,
and the WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the
State of (_Y)t- FCTICIIT ,as Surety,are held and firmly'bound unto the
TC WN of SOLIT_H_ WT_NDSOR State of CONNECTICUT , Obligee, in the penal
(Valid only when a County,City,Town or Village is named as Obligee)
sum of FTVE THOUSAM AND NO-/100 ($ 5_,000.00 )DOLLARS,
(NOT VALID IF FILLED IN FOR MORE THAN$25,000.00)
lawful money of the United States, to be paid to the said Obligee, for which payment well and truly
to be made, we bind ourselves and our legal representatives, jointly and severally by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal
has been licensed 'I'i-E(1WMR OF OAKTAND BROAD RHOPPING M.NTER
9 R9,OAKT ANTI ROAD' SOS EW WINDS.OR. CT,00 74 by the said Obligee.
NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things com-
ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per-
mit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period
commencing on the 26 th. day of AUGUST , 1988 ,and ending on the
26th_ day of AlJG1 IST , 19$9—, unless renewed by continuation certificate.
This bond may be terminated at any time by the Surety upon sending notice in writing to the clerk
of the Political Subdivision with whom this bond is filed and to the Principal, addressed to them at
the Political Subdivision named herein, and at the expiration of thirty-five (35) days from the mail-
ing of, �3 p# this bond shall ipso facto terminate and the Surety shall thereupon be relieved from
an a ,acts or omissions of the Principal subsequent to said date.
day of AUGUST 1988
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OAKLAND CENTER ASSOCIATES
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Principal
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�� RICHARD GIROUARD
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Count "00
W E S T E Y C M P A N Y
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By Resident Agent By r nt
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ACKNOWLEDGMENT OF RETY
STATE OF SOUTH DAKOTA �ss
(Corporate Officer)
County of Minnehaha
A i
On this 26th. day of AUGUST , 19 88 ,before me, the undersigned officer,
personally appeared Joe P.Kirby ,who acknowledged himself to be the aforesaid officer of the ;
WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to do,
executed the foregoing instrument for the purpose therein contained,by signing the name of the corporation by
himself as such officer.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal.
+ e
i D.KRELL
R NOTARY PUBLIC
SEAL SOUTH DAKOTA SQL .0
My Commission Expires 11-30-92 f Notary Public, South Dakota
Form 849—1-86
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ACKNOWLEDGMENT OF PRINCIPAL
(Individual or Partners)
STATE OF CONNECTICUT
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County of HARTFORD
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OAKLAND CENTER ASSOCIATES Y
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known to me to be the individual_ described in and who executed the foregoing instrument and tl
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acknowledged to me that_he_ executed the same.
My commission expires
19
Notary Public
ACKNOWLEDGMENT OF PRINCIPAL
(Corporate Officer)
STATE OF
ss
County of
On this da before me,
personally appeared r , who acknowledged himself to be the
Of 2_ , a corporation,
and that he as such officer being authorized so to do, executed the foregoing instrument for the pur-
poses therein contained by signing the name of the corporation by himself as such officer.
My commission expires
My.Commission Expires Mar.31, 1992 19
Notary Public
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EVERYTHING IS ANSWERED THE DAY WE RECEIVE IT
September 23, 1988 Agent Code: 06-16021
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Town of South Windsor
1540 Sullivan Ave. , Town Hall
South Windsor, CT 06074
Re: Oakland Center Associates
#40750102 - $5 ,000 Land Reclamation Bond
#40750103 - $10 ,000 Land Reclamation Bond
Our agent has just reported the issuance of the attached
bonds utilizing the enclosed specimen of our regular License
and Permit Bond form.
It would appear from the description given by the agent that
the bonds you actually require are Land Reclamation Bonds .
That type of bond cannot be written by our agent utilizing
this license and permit bond form. It is necessary for the
agent to submit that type of bond to our office for approval
and for the proper bond form as they do not have a Power of
Attorney authorizing the issuance of this bond.
Please note the language of the bond in the paragraph that
begins with the word "Now" . Western Surety Company will not
be liable under the terms of this bond form for the contract
you have entered into with Oakland Center Associates as our
form basically states that our only obligation is to see
that our principal complies with the laws and ordinances
pertaining to his license or permit. Therefore, we
respectfully decline to accept any liability under the terms
of this bond.
We have also notified Oakland Center Associates and Larson
and Lysik, Inc. We will suggest to our agent that they
submit the risks to us to determine whether we would be in a
position to write the type of bond you require.
ours very truly,
an Carr
nderwriting Officer
JC:cs
cc: Agent
Principal
Underwriting or Bond Calls SINCE 1900 - All Other Inquiries
1-800-441-1332 P O Box 817 1-800-331-6053
(Malvern area 647-6800) Valley Forge, PA 19482-0817 FAX 1-215-640-4760
State Cone, Effective Date Anniversary Date Term l-ne C,ass: ratio i ranc, uon
08-26-88 ' 08-26-89 ! lyr. 2
'remium i Commission Net Premium I Agent's Code '
I rIn no i _ i 0616021
Approved by ❑ Get Original ❑ Line NX Get Bonds in Force O Package WSC I Factor
Bond No. A P nalty O Special File ERC
_�- tZ 1Z 2 ❑ Agent's Name GRC
❑ Correspondence ICN
Date - ck tt ched
08-26-88
DO NOT FILL IN THE ABOVE AS TH15 SPACE 15 FOR OUR OFFICE USE ONLY .z
LICENSE AND PERMIT BOND
�P
(For County, City,ToHn or Village Only)
KNOW ALL MEN BY THEcE PRESENTS: BOND No. L&P- 4 07 5 01
That we, DAKTANL(`EWES ASSOC-TATF:S ,
of the TOWN of SOUTH WINDSOR , State of CONNECTICUT as Principal,
and the WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the
State of CONNECTICUT ,as Surety,are held and firmly bound unto the
'DOWN of SOUTH WINDSOR , State of CONNECTICUT , Obligee, in the penal
(Valid only when a County, City,Town or Village is named as Obligee)
sum of TEN THOUSAND AND NO/100 _ ($ 10,000.00 )DOLLARS,
(NOT VALID IF FILLED IN FOR MORE THAN$25,000.00)
lawful money of the United States, to be paid to the said Obligee, for which payment well and truly
to be made, we bind ourselves and our legal representatives, jointly and severally by these presents.
THE CONDITION OF THE ABOVE -OBLIGATION IS SUCH, That whereas, the said Principal
has been licensed THE OWNER OF THE OAKLAND ROAD SHOPPING CENTER — C,.�r t
289 OAKLAND ROAD SOUTH WINDSOR, CT. 06074 by the said Obligee.
NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things com-
ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per-
mit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period
commencing on the 26th. day of AUGUST , 19 88 ,and ending on the
26th, day of AUGUST , 19 89 , unless renewed by continuation certificate.
O O
Complete the following order blank giving us your recommendations of the Principal. Then, mail this copy to the Western
Surety Company the same day the bond is used.
DO NOT attach your Power of Attorney as these bonds have been signed by an officer of our Company.
IF REQUIRED BY CITY ORDINANCE, ATTACH COPY OF ORDINANCE
Principal's Mailing Address OAKLAND CENTER ASSOCIATES 289 OAKLAND ROAD SOUTH WINDSOR, CT. 06074
Does the Principal carry Public Liability Insurance? Yes LX No❑ Limits$ l,000,000.00
Property Damage Insurance? Yes X No ❑ Limits$ 1,000,000.00
Estimated Net Worth$ 400,000.00
I have personally known the Principal for 10 yeeir'S years and offer the following recommendations and
information for your consideration in accepting the bond:
IMPORTANT
Give us your personal recommendation of the Principal below. Tell us what you know about him.
UPSTANDING AND HONEST INDIVIDUALS
LARSON & LYSIK INC.
Agent's Signature Agency Name
290 ROBERTS STREET
P.O. BOX 8202
fr Mailing Address
o
.-. T TTI1T
S!a'.c :'c�c Ettcc;;va Jatc Anniversary Uate Term Line Ciassification Transaction
� 08-26-88 i i08-26-89 j lyr. , 2 I 1
Premium I Commission ( Net Premium I Agent's Code
Approved by ❑ Get Original ❑ Line Get, Bonds in Force ckage WSC I Factor
Bond No. 11 Penalty Special File ERC
Agent's Name GRC
Corres nce ICN
Date eck Attached
08-26-88
DO NOT FILL IN THE ABOVE AS THIS PACE IS FOR OUR OFFICE USE ONLY
LICENSE AND PERMIT BOND SEP 2 1 �q�q
(For County,City,Town or Village Only)
KNOW ALL MEN BY THESE PRESENTS: BOND No. L& P- 40750,102
That we, OAKLAND CENTER ASSOCIATES
of the TOWN of SOUTH WINDSOR , State of CONNECTICUT as Principal,
and the WESTERN SURETY COMPANY, a Corporation duly licensed to do business in the
State of CONNECTICUT ,as Surety,are held and firmly bound unto the
TOWN of SOUTH WINDSOR , State of CONNECTICUT , Obligee, in the penal
(Valid only when a County, City,Town or Village is named as Obligee)
sum of FIVE THOUSAND AND NO/100 ($ 5,000.00 )DOLLARS,
(NOT VALID IF FILLED IN FOR MORE THAN$25,000.00)
lawful money of the United States, to be paid to the said Obligee, for which payment well and truly
to be made, we bind ourselves and our legal representatives, jointly and severally by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas the said Principal
has been licensed THE OWNER OF OAKLAND ROAD SHOPPING CENTER `^� t I Ar' . J
289 OAKLAND ROAD, SOUTH WINDSOR, CT. 06074 by the said Obligee.
NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things com-
ply with the laws and ordinances, including all Amendments thereto, appertaining to the license or per-
mit applied for, then this obligation to be void, otherwise to remain in full force and effect for a period
commencing on the 26th. day of AUGUST , 1�08 ,and ending on the
26th. day of AUGUST , 19 89 ,unless renewed by continuation certificate.
alwp � alpw
Complete the following order blank giving us your recommendations of the Principal. Then, mail this copy to the Western
Surety Company the same day the bond is used.
DO NOT attach your Power of Attorney as these bonds have been signed by an officer of our Company.
IF REQUIRED BY CITY ORDINANCE,ATTACH COPY OF ORDINANCE
Principal's Mailing Address OAKLAND CENTER ASSOCIATES 289 OAKLAND ROAD SOUTH WINDSOR, CT. 06074
Does the Principal carry Public Liability Insurance? Yes No❑ Limits$ 1,000,000.00
Property Damage Insurance? Yes IN No ❑ Limits$ 1,000,000.00
Estimated Net Worth$ 400,000.00
I have personally known the Principal for 10 years years and offer the following recommendations and
information for your consideration in accepting the bond:
IMPORTANT
Give us your personal recommendation of the Principal below. Tell us what you know about him.
UPSTANDING AND HONEST INDIVIDUALS
LARSON & LYSIK INC.
Agent's Signature Agency Name
290 ROBERTS STREET
P.O. BOX 8202
(�,, Mailing Address
P-4
f t,<�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
~osoR•coe'� AREA CODE 203/644-2511
October 18, 1988
William E. Grace, Esq.
479 Buckland Road
South Windsor, CT 06074
RE: Application #88-3.:70W - Oakland Center
Dear Sir:
At the October 24,1988 meeting, the Inland Wetlands
Agency/Conservation Commission approved with modifications
Application #88-77W - IWA/CC permit for the installation of a public
water line located on the southerly side of Oakland Road, RC Zone.
The following modifications must be adhered to for this permit to be _
valid:
1 Three (3) blueprint copies of the approved map with all
modifications be submitted to the IWA/CC within 65 days for
review prior to any construction activity on the site.
2. Construction activities shall be subject to the approval of the
Town Engineer.
3 . The application shall indemnify and hold harmless the Town of
South Windsor against any liability which might result from the
proposed operation or use.
4 . The permit if valid for one year and shall expire October 24,
1989 .
6 . All approvals required must be obtained and submitted prior to
any activity on the site.
7 . Work in the culvert should be carried from start to finish as
quickly as possible.
8 A contact person should be identified directly on the
plans .
9 . The applicant is responsible for DEP and/or Army Corps of
Engineers permits, if needed. A copy of such must be forwarded
to IWA/CC.
Very truly yours,
c
John M. Moran, Jr. , C airman
nland Wetlands/Agency
Conservation Commission
JMMJr. /pmm
Enclosure
cc: A.B. Davies, Deputy Town Engineer
Marcia Banach, Director of Planning
John R. Collins, Chief Building Official
Michael Gantick, Director of Public Works
Raymond Hallowell, Chairman, Planning & Zoning
.d
inn
C;ASEY, I""IALPERN, GRACE & DOMBROWSKI, P.C. DEC
ATTORNEYS AT LAW
47S BUCKLANO ROAD
SOUTH WINOSOR,CONNECTICUT 06074 planning R Zoning
(203]644-1526
JOHN M.CASEY 165 S I LAS OEANE H I GHWAY
KENNETH S.HALPERN WETHERSFIELD,CT 06109
WILLIAM E.GRACE (203)553-2534
JOHN W.OOMBROWSKI,JR.
APRIL C.TEVERIS
December 19, 1988
Town of South Windsor
Planning & Zoning Commission
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Application #88-11P The Oakland Center
Site plan of Development
Dear Commissioner:
On behalf of the applicants, we ask that an additional
90-day extension be granted in which to file the plans on
the above-captioned application.
Very truly UAA.-W our ,
a
0w,*
William E. Grace
WEG/att
Boa N at,��
r T-aa� �S `�•
e D
1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
��osoa-rC_O AREA CODE 203/644-2511
April 12, 1989
Arthur P. Karahalios
Peter Samiotis
Peter Patsakis
371 Foster Street
South Windsor, Ct 06074
Re: Application #88-11P The Oakland Center
Gent 1 emen:
At the April 10, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-I1P with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-
2511, x229) immediately upon approval notification. This is to re-
confirm the contact person for the site and establish a site visit
with that person to verify all erosion and sedimentation control
measures are in place according to the plan.
Application #88-11P becomes effective May 23, 1989 and expires on
May 23, 1990.
v ry truly yours,
1411,
ohn M. Moran, Jr. , Chai man
Inland Wetlands Agency/
Conservation Commission
immir. /pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
Jerry Iazzetta, Town Engineer
Attorney William E. Grace
Enclosure
tow" ors
r T-0 ale SOUA70&"�Ot
4 �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
l��soe•co- AREA CODE 203/644-2511
October 20
, 1989
-
Attorney William E. Grace OCT 1999
479 Buckland Road
South Windsor, CT 06074 SCth
�.
D ar Attorney Grace: Planning & Co1)Fission
Re: Application #88-77P - Oakland Centre
At the October 16, 1989 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a one year extension of
Application #88-77P with all original conditions.
In addition to the original conditions you are also required to
contact John McCahill, Zoning/Wetlands Enforcement Officer (644-2511,
x229) immediately upon approval notification. This is to re-confirm
the contact person for the site and establish a site visit with that
person to verify all erosion and sedimentation control measures ar
in place according to the plan.
Application #88-77P becomes effective October 24, 1989 and expires on
Octob r 24, 1990.
Very truly yours,
LIes A. Lombardi, Chairman
Inland Wetlands Agency/
Conservation Commission
JAL/pmm
cc:John E. McCahill, Zoning/Wetlands Enforcement Officer
Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
Raymond Hallowell, Chairman, PZC
J rry Iazzetta, Town Engineer
Enclosure
r M s�44
o r T-0 0-I&S ?d&aAlat
u
= v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-25U
April 25, 1990
Richard Girouard
Construction Management Services, Inc.
30 Basswood Road
Farmington, CT 06032
Dear Mr. Girouard:
Re: Application #88-11P - Oakland Centre
At the April 23, 1990 meeting, the Inland Wetlands
Agency/Conservation Commission approved with conditions Application
#88-11P - IWA/CC permit for the construction of a shopping center
located at 225 Oakland Road, RC zone as shown on plans prepared by
Design Professionals, Job. No. 87-178, dated January 29, 1980,
(r vised February 6, 1988 and May 9, 1988) .
1. Two blueprint copies of the entire set of plans and this
letter reproduced thereon, must be submitted to this -
Commission . This must be completed within 65 days of
approval prior to any construction activity on the sit .
2. Construction activities shall be subject to the approval of
the Town Engineer.
3. The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4. The permit is valid for one year and shall expire on April
23, 1991.
5. All approvals required must be obtained and submitted prior
to any activity on the site.
6 . A contact person shall be identified directly on the plans.
7 . All original approval conditions shall apply to this
approval.
Ve truly yours,
6.)A 7�41
Jam s A. Lombardi, Chairman
Inland Wetlands Ag ncy/Conservation Commission
JAL/pmm
cc: Jerry C. Iazzetta, Town Engineer '
Marcia A.Banach, Director of Planning
John R. Collins, Chief . Building Official
Planning & Zoning Commission
u
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u
4 �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
,Coe AREA CODE 203/644-25U
November 20, 1990
Richard Girouard
Oakland Centre Associates
10 Melrose Drive, Suite #8
Farmington, CT 06032
Dear Mr. Girouard:
l�
Re: Application #88 - Oakland Centre
At the November 19, 1990 meeting, the Inland Wetlands
Agency/Conservation Comm:.ssion approved with original and standard
conditions Application #88-77P - IWA/CC permit for the construction
of a commercial center on property located on the northerly side of
Oakland Road, RC zone as shown on plans prepared by Design
Prof ssionals, Inc. , Job No. 87-178, dated January 29, 1988, revised
February 6, 1988, May 9, 1988, July 29, 1988 and August 26, 1988.
1. Two blueprint copies of the entire set of plans and this
letter reproduced thereon, must be submitted to this
Commission . This must be completed within 65 days of
approval prior to any construction activity on the site.
2. Construction activities shall be subject to the approval of
the Town Engineer.
3 . The application shall indemnify and hold harmless the Town
of South Windsor against any liability which might result
from the proposed operation or use.
4 . The permit is valid for one year and shall expire on
October 24, 1991.
5 . All approvals required must be obtained and submitted prior
to any activity on the site.
6 . A contact person shall be identified directly on the plans.
Mr. Richard Girouard Page Two November 20, 1990
Application #88-77P
7 . All original approval conditions shall apply to this
approval per approval letter dated October 18, 1988.
Very truly yours,
James A. Lombardi, Chairman
Inland Wetlands Agency/
Conservation Commission
JAL/pmm
cc: Jerry C. Iazzetta, Town Engineer
Marcia A.Banach, Director of Planning
John R. Collins, Chief Building Official
Planning & Zoning Commission
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
!�°soR•co�� AREA CODE 203/644-2511
March 12, 1992
Richard Girouard
Oakland Centre Associates
10 Melrose Drive Suite #8
South Windsor, CT 06074
Dear Mr. Girouard:
Re: Application #88-11P, Oakland Centre
At the March 9, 1992 meeting, the South Windsor Inland Wetlands
Agency/Conservation Commission approved a three year extension of
Application #88-11P with all original and standard conditions.
Application #88-11P expires on April 23, 1995.
Very truly yours,
E1iz Beth A. Warren, Chairman
Inland Wetlands Agency/
Conservation Commission
EAW/pmm
cc: Director of Planning
Planning & Zoning Commission
Town Engineer
a
D FC 9 1992
South Windsor
December 1,1992 Planning & Zoning Commissiow
Louise Evans, Chairman
Planning & Zoning Commission
Town Hall, 1540 Sullivan Avenue
South Windsor, CT 06074
Dear Mrs. Evans:
As you can well imagine, the poor state of the economy has caused
my partners and me to delay construction of the Oakland Centre project
on Oakland Road. However, we must move forward.
Accordingly, we are requesting your blessing to our proposal to
construct this development in two phases. The first would consist of
the smaller front building and 46 parking spaces, the entrance drive,
the small detention basin, and the landscaping improvements along the
entire frontage. We are proposing to move our restaurant into this
building, leaving approximately 1,300 square feet for a retail business.
We have reviewed parking requirements with Marcia Banach, and she informed
us that 46 spaces should be adequate.
The second phase would be built when demand warrants, and would
include the larger building toward the back of the property, and the
balance of the parking and landscaping.
We have asked Design Professionals to prepare a change order re-
flecting our proposal. I look forward to hearing from your Commission
on this request.
Very truly yo s,
Arthur rahalios
c/o Teddy's Pizza Restaurant
289 Oakland Road
South Windsor, CT 06074
Tel. 644-4789
cc: Design Professionals,Inc.
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T0 *,,-OF SOUTH WINDSOR -;
STAFF SITE CHANGE
' FOR SITE & SUBDMSION
GENERAL:
CHANGE ORDZR CONTACT PERSON PO-ter Dental lie Phone NO,291-8755
Address DPI,441C Governors Highway, South Windsor, CT 06074
Sit Name—Oakland Centre P&Z No.
own r Arthur Karahalios Phone No. 644--4789
Contractor TBD
Signature of Owner A Date: 1218192
Signature of Design Engr. Date: 12/8/92 �
CHANGE: (Describe location and a ure of change. Include
three (3) copies of plan/profile of Change. )
_ Develcy the site in two Phases, Phase I will include the frnnt rvii 1rjjnQ and
related parking and drainage. Phase II-will include the back building, balance
of parking.
R ason for Change: (Why is change required)
Poor state of the economy. We are hopeful that this will allow us to secure
financing and to move forward.
APPROVALS: (As Required)
Dir.. Of Planning Date:
Town Engineer Date: �-
Dir. - of Public Works
Date:
Other: < Date:—
STAFF C ENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
�M s�44
LETTER OF TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE ,
SOUTH WINDSOR CT 06074 ILlio
( 203 ) 644-2511 DATE 9L-
TO:
AIL"A
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WE ARE SENDING YOU: w
P & Z initial plans Drainage comps
P & Z final plans Bond estimate requests
Inland Wetlands plans Bond reduction requests
Final plans for filing Change order form
Other Correspondence '
Co pi s Appl. No. Pro ect
Ap
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other
PLEASE RETURN/COMMENT BY:
COMMENTS:
Copy to:
From:
014tte'.1) APPAwst NO c lipmoNs �*97 /o w Nor *am 1mPr&wf:)J A oj1
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X E X 0 R A N D U X
TO: Marcia A. Banach, Director of Planning
FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer
DATE: January 12, 1993
RE: Appl. #88-11P, The Oakland Centre
I have reviewed the proposed phasing of site construction (revision
date 12/8/92) and the proposed changes to the Sediment and Erosion
Control Sheet received by the Planning Department on January 11,
1993. I have the following comments:
1. The proposed filter fabric fence, as shown in red, should
be relocated so that it is approximately ten (10) feet from
the toe of the proposed grades. As shown, it doesn't allow
for the grading which is proposed.
2. The "proposed limit of site construction" , as shown on the
plan for proposed phasing of site construction, should be
relocated to include the area necessary for the sediment
and erosion control measures .
3 . The original bond amount of $5,000 .00, which we are
currently holding to assure compliance with the sediment
and erosion control measures, should still be required.
cc: Town Engineer
JEM/pmm
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
S R•ca�`�� AREA CODE 203/644-2511
February 5, 1993
Mr. Arthur Karahalios
Teddy' s Pizza
289 Oakland Road
South Windsor, CT 06074
Dear Mr. Karahalios :
This letter will confirm that a restaurant is a permitted
use in the Restricted Commercial Zone, which is the zone in which
the proposed Oakland Centre is located. This proposed use was
represented to the Planning and Zoning Commission on January 12,
1993, and the Commission's approval for the phasing plan was
granted (see approved change order form) .
There will be no additional parking spaces required (beyond
those shown for Phase II) when Phase II is constructed. (Please
note, however, that the zoning regulations require sites to
accommodate their actual parking needs so that off-site parking
problems are not created. )
Very truly yours,
Marcia A. Banach
Director of Planning
MAB/pmm
Lois H. Petersen AijG 9 M6
440 Deming Street
South Windsor, CT 06074 South Windsor
Planning & Zoning Commission
July 22, 1996
Town of South Windsor
Planning&Zoning Commission
Town Hall
Sullivan Avenue
South Windsor, CT 06074
RE: Oakland Center Associates Property
To Whom It May Concern:
I have recently regained ownership of the Oakland Center property through foreclosure. There
are currently two performance bonds being held on the property for which the site plan approval
has not yet expired. I am requesting release of the current bonds, and at such time a building
permit is requested,that new bonds be posted at that time.
Sincerely,
Lois H. Petersen
SOUZA �.
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_ 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
AREA CODE 860/644-2511
c SOR,Cpr+
August 21, 1996
Lois H. Petersen
440 Deming Street
South Windsor, CT 06074
Dear Mrs. Petersen:
Re: Application #88-11P, Oakland Centre
This is to advise you that the Planning and Zoning Commission voted on August 20, 1996 to release the
IWA/CC bond for the above-referenced project in the amount of$5,000.
The Commission also voted to approve the release of the Landscaping Bond in the amount of$10,000.
Advance arrangements should be made to pick up the bonds to ensure that the necessary contact
person(s) will be available. If you have any further questions contact the Planning Department at
644-2511, ext 253.
Thank you.
Very truly yours,
PLANNING & ZONING COMMISSION
0/f/Lt"Lic, ' ot"di i
Frank A. Castro, Vice Chairman
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