HomeMy WebLinkAboutSubdivision (84) loop Be
TOWN OF SOUTH WINDSOR, CONNECTICUT
" PLANNING AND ZONING COMMISSION
APPLICATION FORM
Application No. °SOR.L°�CC '�� 19 RECEIVED
Date Received:
Action/Public Hearing by: MAR 41 1994
Receipt No. :
APPLICANT: Gaetano J. Bazzano n WINDSOR PLANNING DEPT.
ADDRESS: 260 Beelzebub Road, South Windsor, CT Tel. : 644-2237
OWNER OF RECORD ON LAND RECORDS: 1. Melvin & Joan Stein, 300 Beelzebub Rd.
ADDRESS: 2. Gaetano & C=thia Bazzano, 260 Beelzebub Rd.
COMPLETE LOCATION OF PROPERTY: East of Charing Road
ASSESSOR'S 44
MAP#79 PARCEL# 47 LOT# ZONE A-30
NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE
DIRECTED:Gaetano Bazzano, 260 Beelzebub Road, South Windsor, CT Tel. 644-2237
Peter R. DeMallie, Design Prof. Inc. 441C GovernQrs Hwy SW TELEPHONE: 291-8755
THIS APPLICATION IS FOR: (Check all that apply) :
f 1 . Zone Change to (Public Hearing required) .
2 . Subdivision/Resubdivision.
a. Subdivision Minor Major
b. Resubdivision _ Minor = Major (Public Hearing Req. )
C. Conditional Approval
d. Open Space Subdivision (Public Hearing Required) l
3 . Special Exception to Article (Public Hearing Required)
4 . Site Plan of Development.
5 . General Plan of Development.
6 . Earth Filling (Sec. 10] and/or Earth Removal [Sec. 9 ] (PH Req. )
7 . Regulation Amendment: Zoning Subdivision
8 . Amendment to Town Plan.
9 . Temporary and Conditional permit. ' � � �
10 . other (explain in detail) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE
SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN
TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST,
ALL 'OF IC CONSTITUTE THE APPLICATION.
14
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Applicant
. RECEIVED
TOWN OF SOUTH WINDSOR MAR 2 1 1994
CHECKLIST
REQUIRED INFORMATION 4L WINDSOR PLANNING DEPL
SITE PLANS
APPLICANT �.QFTA/VD �42.zA/✓
PROJECT NAME 4�Wt IAIZ.a
This checklist must be signed by plan preparer (P.E. /L.S. ) declaring
that all required information is provided. Items 1-7 are required for
all applications; items 8-11 required where appropriate.
Check mark for each item 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 . Key Map: An overall map drawn to a scale of 1 inch equals
200 feet, which can be used as an overlay on Metropolitan
District Maps . This map will show the overall design of
the Development and surrounding property within 500 feet.
�lL_ 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 w system
arrows . Y ith direction
1� f . Names of surrounding property.P Y owners •
g. Proposed open spaces and recreation areas.
h. Driveway cuts on surrounding properties.
3 . Architectural Elevations: Plans of the proposed buildings
/ drawn to a scale of 1 i" = 1 ' •" showing the elevations
of all sides of the proposed buildings in sufficient
detail to show architectural styling.
Architect' s seal on elevations for buildings in excess of
5000 square feet (per CGS Chapter 390) .
V 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:
V 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.
�I d. Proposed buildings and other structures, including
signs , outside lighting, and dumpsters (on concrete
/ pad and screened)
V 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
Engineer.
h. All open space or other common or public land uses
shall be indicated.
i . A-2 certification; P.E./L.S. Seal.
5 . Topographic Map: 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 .
V b. Curb lines and pavement width, sidewalks.
1
C. Existing and proposed sanitary sewers .
✓ d. Existing and proposed water and gas main systems.
e. Present wooded area indicated by foliage
/ Any individual trees to be saved should be shown.
V f . Existing and proposed contours shall be shown
less than two-foot intervals, but in cases of
in not
relatively level land, the contours shall be one-foot
intervals and spot elevations .
g• Regulated wetlands and 100-year floodplain or note
that none are present.
h. Proposed storm drainage system, showing all catch
basins, endwalls, manholes, lengths and sizes ofpipes . (Maximum distance between catch basins shall
be 300 feet and minimum size of storm drain lines
shall be 15 inches . )
i . Connect
ions of all springs into proposed storm
drainage system as needed.
J . Location and indications of existing brook channels,
and 100-year flood limits .
k. A-2 Certification; P.E. /L.S Seal
.
6 . Landscaping plan.
7 . Drainage calculations - Zero Runoff Increase per attached
' / , guidelines.
8. Traffic report.
9 . Plans and Profiles: A plan and profile of the proposed
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
lruled margins and containing the followings
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 roadwa
grades. Roadway profilenwill lshow gall dtangent ed
/ and all vertical curve information. grade
JL� e. Profile will
lines between catch l catch basins a drainage
catchbasinswithallinvert 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 .
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 . Open Space Site Improvement Planss 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.
11 . Sanitary Report: Where individual sanitary sewage
disposal systems are proposed, the final plans shall
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 points:
a . General nature and development of surrounding area.
b. Topography and natural drainage pattern.
C. Subsurface 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
rivers .
i . Test results and engineering evaluation per Section
4 . 13 .5 .
. All information required above is included in this application at the
time of submission.
PLAN PREP P.E. 1 - � — z� `
1� r A , wI4yI-T— DATE
November, 1987
BAZZANO RESUBDIVISION - PLANNING DEPT. REVIEW COMMENTS
1 . Driveway location limitations as discussed? (Lot 11
appears to be outside agreed-upon limitations . ) Please
show on plot plan.
2 . Do all lots meet minimum frontage requirements? (Note on
plan is sufficient. )
3 . Consider extending existing culvert on Lot 11 closer to
brook, to avoid future homeowner concerns
4 . Do all lots meet 90 , x 90' buildable square requirement?
Note on plans is sufficient .
5 . Will open space requirement be met via fee in lieu of open
space? If so, need to provide to PZC name of appraiser
that applicant will use to provide appraisal .
MEMORANDUM:
TO: Planning & Zoning Commission
FROM:
RE: Application #
DATE:
By means of this memora dum, I am disqualifying myself from
any/ 1 participation matters concerning:
W- ram'
Commiss 'oner
C'�`f,�,C�iv� .�o.�,o .EX 7�is/�ioti! •l��is�i�tl.�'�E
RECEIVED
co, 35 MAR 1 1994
o.59
. WINDSOR PLANNING DEPT.
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441 C Governors Highway
South Windsor, CT 06074
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RECEIVED
MAR z 1 1994
Joan Stein tl WINDSOR PLAt"Vlft DE
PT Beelzebub Road Pt.
South Windsor, CT 06074
March 17, 1994
Marcia Banach, Town Planner
Town of South Windsor
Planning Department
South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Charing Road Subdivision
Dear Marcia:
Please be advised that I hereby authorize Gaetano Bazzano to act
as my agent for the Charing Road Subdivision.
I am the owner of part of the subject property.
Very truly yours,
ban Stein
`Q�• "44
LETTER OF TRANSMITTAL
A.
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074
( 203) 644-2511 DATE
TO: P e ( C�
1 C\,C'.
WE ARE SENDING YOU:
X 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
- Copies Avol . No. Pro ect
1
THESE ARE TRANSMITTED as checked below:
For review and comment For your file
For your use Returned with revisions
As requested
Other C
PLEASE RETURN/COMMENT BY: A �i� /
COMMENTS:
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TOWN OF SOUTH WINDSOR
DEPARTMENT OF PUBLIC WORKS
STREET SERVICES DIVIs'"R CC` C C I , /
MEMORANDUM C 1/ E D
MAR 4o 1994
DATE: March 25, 1994 WL WINDSOR PLANNING DEPT.
TO: Marcia Banach, Director of Planning
FROM: Mel Stead, Superintendent of Street Services lM A
Snow removal in this area with a 22 ft. wide pavement with one way travel should
have a snow shelf around the island the same as if it were a two way street. The reason
being:
1. Plow trucks will have to travel slowly and will not be able to throw the snow back far
enough to accommodate the snow from the additional 6 ft. pavement width.
2. Snow from a 22 ft. wide pavement will stack too high and impede mail delivery and
cause future snow to fall back into pavement behind the truck.
3. The sidewalk would receive more snow than is normal and frustrated residents may
choose to blow it back into the street.
4. Town trucks are equipped with reversible plows and can plow to the left without
driving against the traffic.
�tOW N SE,(
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6 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074
��tiosoR CO AREA CODE 203/644-2511
March 30, 1994
CERTIFIED MAIL
Peter DeMallie
Design Professionals, Inc .
441C Governor' s Highway
South Windsor, CT 06074
Dear Mr. DeMallie:
Re: App1.#94-11P, Bazzano Resubdivision
Please be advised that the public hearing in the above matter has
been scheduled for Tuesday, April 19 , 1994 at 8 : 00 p.m. in the
Council Chambers of the South Windsor Town Hall, 1540 Sullivan
Avenue.
Two signs , advertising the hearing, must be posted on the
property for 10 consecutive days prior to the hearing, and must
be clearly visible from the road. Please have the signs posted
on Beelzebub Road and Charbin Road by Friday, April 8 , 1994 .
Signs can be purchased in the Town Hall for $5 . 00 each.
Very t my yours,
Phyllis . Mann
Recordi Secretary
Planning & Zoning Commission
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: April 7, 1994
RE: CHARING ROAD EXTENSION 94-11P
We have reviewed the drawings dated 3-17-94 and the drainage
calculations dated 3-15-94 for the Charing Road Extension Subdivision
and have the following comments:
Key Map
1 . " "Reserved" Strip Wilshire WoodsiSubdivilion Sec . III" should
be Town of South Windsor.
Plot Plan - Sheet 2
1 . Same comment as for Key Map
2 . R.O.W. for portions of the existing cul-de-sac should be shown
as being deeded back to abutters once the road is extended.
3 . At the northeast corner of property - the existing shed shown on
Town of South Windsor property encroaches onto Lot 3 . This
encroachment needs to be resolved.
4 . Easement along westerly property line is to Town of South
Windsor not T & M Building Co. Inc.
5 . This easement should continue to the end of Lot 11 .
Plot Plan - Sheet 3
1 . Monuments should be placed along Beelzebub Road defining the
street line.
2 . Iron pins should be placed at all corners and angle points of
the property line.
Topographic Plan - Sheet 4
1 . Same comments as Key Map, Plot Plan Comments 2, 4 & 5 .
2 . An energy dissipater is required at the outlet of the storm pipe
on Lot 11 .
3 . As per our pre-application meeting, notes as to location of
driveways on lots need to be added.
4 . Driveway pulloffs should be shown for lots 2, 8, 9 & 10 .
5 . Sanitary laterals
a. Cleanouts required for every 100 feet of lateral
b. Size, type pipe, inverts required for laterals
6 . Lot 8, rear yard grading should be at a maximum of 3 : 1 slope.
7 . Roof drain disposition not indicated.
8 . Top of frame and inverts for sanitary and storm water structures
are required.
9 . A catch basin should be placed at about station 6+50 .
Marcia A. Banach
April 7 , 1994
10 . The proposed stormwater system ties into an existing 36 " storm
pipe. According to the drainage calculations, this new system
adds 9 CFS to the existing pipe.
a. What is the capacity of the existing 36" pipe?
b. What is the current 10 year storm flow into this pipe?
11 . Same note for existing cul-de-sac as shown on sheet 7 should
also be shown on this sheet.
Topographic Plan - Sheet 5
1 . Same comments as sheet 3 .
Plan/Profile - Sheet 6
1 . Sanitary sewer should be encased in concrete where it passes
over existing 36 " storm pipe.
s
Plan/Profile - Sheet 7
1 . Catch basin should be added at about station 6+50 .
2 . Minimum cover over new 36 " RCP under driveway should be two
feet.
3 . Plan should show all inverts and top of frame elevations .
4 . Plan should show proposed finish floor elevations .
Detail Sheet 10
1 . Tack coat should be indicated in bituminous curb detail .
Detail Sheet 11
1 . General note 8 should indicate construction in accordance with
Town of South Windsor Public Improvement Specifications .
Drainage Calculations
1 . No predevelopment versus post development storm water analysis
has been provided.
2 . Same comment as sheet 4 comment 10 .
Miscellaneous
1 . Detail information concerning the maintenance of the center
island by the Association should be included on these plans .
2 . Attached are Mr. Mel Stead' s comments dated March 25, 1994 .
JCl/jsv
Attachment
o.. ct11As1(LQ MAR 3 0 1994
ASST.TOWN CLERK
LEGAL NOTICE
TO BE PUBLISHED IN THE
JOURNAL INQUIRER
THURSDAY, APRIL 7 , 1994 AND THURSDAY, APRIL 14, 1994
SOUTH WINDSOR - PLANNING & ZONING COMMISSION
Notice is hereby given that there will be a public hearing on
Tuesday, April 19 , 1994 at 8:00 P.M. in the Council Chambers of the
South Windsor Town Hall to consider the following:
1 . Appl . #94-11P, Gaetano J. Bazzano - Resubdivision of ± 26 . 13
acres located on the north side of Beelzebub Road and east side
of Charing Road, A-30 zone
2 . Appl . #94-07P, French Social Circle - Resubdivision of ± 4 acres
located on the south side of Governor's Hwy and east side of
Connecticut Ave. , I zone
3 . Appl. #94-12P, French Social Circle - Site Plan of Development
for ± 4 acres located on the south side of Governor' s Hwy and
east side of Connecticut Ave. , I zone
Copies of the plans are on file in the office of the Town Clerk
and/or the Planning Department. At this hearing, interested persons
may appear and be heard, and written recommendations will be
received.
Thomas A. Murrin, Chairman
r�
� r
PLANNING DEPARTM= ffi
IN-HOUSE REFERRAL FORM
TO: an Zurbrigen, 1 Reichle, Michael Gantick, Mel Stead,
."Gerald Lewis, Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departmen have received plans for the
following project: # q i. ts--/ /� i ,,) JVLT,n,
Zone 3 Acreage
Subdivision Site Plan Residential
No. of Lots/Units
Commercial Industrial
Location• 41)-Y�/D i, J e I-r-e e't ��
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 111 e O rD 3 6t Cen2-4qg y ra- -
-LV �?J 6
Please let me kn by &r /L if you will have comments
on this applica ion so that I can follow up with your department when
I do a Planni Department report.
9-Z
�-�� J2`syti� '�
RECEIVED
MAID Ly 1994
PLANNING DEPARTi�NT �, W)NDSDR PLANNING DEP�j.
! I
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead,
Fred Shaw, Sgt. Gerald Lewis, Fire Marshall Lanning, James
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received lans for the
following project: # q h --/
Zone - 3 d Acreage
Subdivision tl� Site Plan Residential
No. of Lots/Units
Commercial Industrial
n i�r ,j� e I�e ate_
Location• � cJ �x 7�-�L�1i�1� 'tC �i.d
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 /11 e ('D -ek c `41 0 J'' * -n,I -
n2
Please let me know by if you will have comments
on this a lication so that I can follow up with your department when
I do a P1 ning Department report.
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead,
Fred Shaw Sgt. Gerald Lewis, Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: # -// �' ���� ,; 'A ,(%,
Zone - 3 Acreage .L
Subdivision Site Plan Residential
No. of Lots/Units _
Commercial Industrial
i
Location: 111' � 11,f `L'2 .n a �
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 /,/1E'LL) (-C 1I ek Ct!v 4-c q c)
a n Y-c
Please let me know by A"4r if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
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Gis.,
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
TO: Jean Zurbrigen, Karl Reichle, Michael Gantick, Mel Stead,
Fred Shaw, Sgt. G - ewi , Fire Marshall Lanning, James
Snow
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received lans for the
following project: #
Zone 3 Acreage
Subdivision !.� Site Plan Residential
No. of Lots/Units
r Commercial Industrial
Location: � � v•� �L ��e J cJ_!O X 7C�2sJ ly1/L tC C
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 /,/I e u) (� <,� C 'YJ_-4-c y v -
u/c�.c.l <1 Y,► of 2 4 l'_P,uy t S �� b 1<< l t J��✓�c .
Please let me know by if you will have comments
on this application so that I can follow up with your department when
I do a Planning Department report.
zi I //- H-
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1540 SULLIVAN AVENUE SOUTH WINOSOR, CONN. 06074
i� ���' AREA CODE 203/644-2511
�SOR•CO
FACSIMILE MESSAGE TRANSKITPAL FORK
Date: 4/13/94
PLEASE DELIVER THE FOLLOWING PAGES TO:
NAME: Peter DeMallie
ADDRESS :
FAX:
MESSAGE FROM:
NAME Marcia Banacti
ADDRESS :
MESSAGE
Re: Bazzano Subd. , Fred Shaw' s review comments: WPCA approval required.
Locate sanitary manholes as close to edge of pavement as practical, so
that they are outside the traffic lane. Cleanouts should be provided
at bends in laterals for lots 5 and 8.
NUMBER OF PAGES TO FOLLOW: 0
Bazzano Resubdivision PH 4/19/94
(1� . Application for an 11-lot conventional subdivision in A-3�
zone, with an extension of Charing Road. Proposed lot sizes
range from 30, 000 square feet to 42, 000 square feet . All lots
appear to meet our regulations . --
12 . The extension of Charing Road includes a center island
with' Yeet.r
-way op street. lie COmmi�sioj��n
'11 recall that)
the appnt me inforlinally th the ommis prior' to
ap lica on his site, to ,review a` concep layout`for this i
, 1 op st The original intention for the center island was
'that it would be town-owned with a maintenance easement to a
homeowners association. However, input from the Public Works
department has led to a conclusion that the center island should
be owned by the homeowners association to avoid all of the
liability and maintenance issues that arise if the Town owns the
island and a private entity has an easement over public property.
Staff would therefore make that recommendation to the Commission.
Please note that both the Police Department and the Public Works
department are not very comfortable with a center island in a
Town road. The Police Dept. is concerned that it might create a
traffic flow hazard. Public works concerns about maintenance of
the center island are reduced by proposed private ownership of
the island. Public works concerns about snow plowing and
adequate area to place snow will be somewhat alleviated by
driveway location restrictions that have been developed by the
applicant and Town staff . Traffic Authority concerns about
traffic flow will be somewhat mitigated by the driveway location
restrictions also.
The subdivider will be responsible for removing the wings on the
existing cul-de-sac when Charing Road is extended.
3 . --Pu-b-i c -warmer---arid sewer are -avai-l-ab e The Superintendent of
ollution Control has indicated that WPCA approval is required.
He has requested that sanitary manholes be positioned as close to
the edge of pavement as practical, so that they are outside the
travel lane. Also, cleanouts should be provided at bends in
laterals for lots 5 and 8 .
4 . There are regulated wetlands the property. Tl>is
appl.icati" is pendj:hg with IWA/C�
5__ A landscaping plan has been prepared for the center island
and the street frontage areas . -The planting plan contain-s a
varie p of trees-'such as su r and red mates, ash, weeping
will w, dogwood, canadianemlock, anite pine—All plantings
wil be outside of Town right-of-way.
6 . There is an existing drainage pipe and easement located
along the western boundary of this subdivision. Town staff
recommend that the existing drainage pipe be extended closer to
the brook into which it drains rather than terminate so close to
the back of a new house. If this is not done, Town staff expect
that we will hear from the homeowner in the future; our
experience has been that homeowners are very unhapp with these
drainage pipes in close proximity to their homes ve {,t.l
1•
7 . The applicant has indicated that the open space requirement
will be met with a fee in lieu of open space, per section 4 .C. of
the subdivision regulations . The fee in lieu of open space
provision allows the applicant to provide a payment equal to not
more than 10% of the fair market value of the land to be
subdivided prior to the approval of the subdivision. This fee
will go into a dedicated fund and can be used only for the
purpose of preserving open space or acquiring additional land for
open space, recreational, or agricultural purposes . The
applicant will need to provide to the Commission the name of the
appraiser that the applicant wants to use to perform the
appraisal; the cost of the appraisal is borne by the applicant.
The fee in lieu of open space payment is made to the Town on a
lot-by-lot basis at the time the lots are sold.
If this application is approved, the Planning Dept . requests the
following modifications :
Show driveway location restrictions on plot plan
erify th t all lots eet minimum frontage requirements
- Ver' fy tVat a�1 lots meet 9'0 ' x 9q/` build�le square
requyreme� (note on' plan is sufficient°unless, the 90 ;K 90
1, square is' tight)
1
,r
Engineering -- Engineering Dept. has a list of housekeeping items
that are contained in a memo to me dated April 7 , 1994 , which
will need to be addressed prior to the work session on this
application.
S0.NN SC,C
G U
Town 0-p south ?V
.1
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
' G
Soe•co AREA CODE 203/644-2511
May 24, 1994
CERTIFIED MAIL
Gaetano J. Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Appl . #94-11P, Bazzano Resubdivision
We are pleased to advise you that the Planning & Zoning Commission
voted on May 17, 1994 to approve with modifications the above-
referenced application for a Resubdivision of ± 26 . 13 acres located
on the northerly side of Beelzebub Road and easterly side of Charing
Road, A-30 zone as shown on plans prepared by Design Professionals ,
Inc . , Job No. 92-646, dated March 17 , 1994 and revised through May 9 ,
1994 . This approval is subject to the following modifications :
1 . This approval is for 11 lots, numbered 1-11.
2 . Drainage and construction for this subdivision is subject to
the approval of the Town Engineer.
3 . All lots shall be serviced by the Town of South Windsor
sanitary sewer system and are subject to the approval of the
Water Pollution Control Authority.
4 . Water shall be supplied to this subdivision by the
Connecticut Water Company.
5 . Street lighting shall be installed on streets, at
intersections, and on cul-de-sacs in accordance with the
policy established by the Town Manager. Street lighting is
to be coordinated with the Chief of Police .
6 . Street names and locations of fire hydrants are subject to
the approval of the Fire Marshal of the Town of South
Windsor. Street names and supporting posts shall be
installed by the developer_ in conformance with the standards
of the Town of South Windsor, at no expense to the Town.
7 . A liability insurance policy shall be submitted to this
Commission naming the Town of South Windsor as an insured,
with a combined single limit for bodily injury and/or
property damage in the amount of $1,000, 000 .
Gaetano J. Bazzano - 2 - May 24, 1994
Application #94-11P
8 . This application is subject to the conditions of approval of
the Inland Wetlands Agency/Conservation Commission, including
a bond in the amount of $10, 000 .
9 . Prior to commencement of any site work, a meeting must be
held with Town Staff .
10 . All plans used in the field by the developer must bear the
stamp and authorized signature of the Town of South Windsor.
11 . All easements for conservation purposes , drainage or
utilities , that may be required in connection with the
approval of this subdivision, must be submitted on standard
Town easement form where appropriate, to this Commission
prior to filing the mylars and issuance of building permits .
All deeds for open space, public improvements and roadways
must be submitted prior to request for Town acceptance; all
deeds must be in accordance with the policy for accepting
deeds and must be approved by the Engineering Department and
Town Attorney.
12 . Footing drains are required for each house. Prior to the
building of any structure on a lot, a topographic map, drawn
to a scale of 1" = 401 , shall be submitted for each lot in
the subdivision, showing proposed contours, elevations and
the location of the footing drains . No building permits will
be issued until the proposed contours, floor elevations and ,
location of footing drains have been approved by the Town
Engineer.
13 . If, for any reason, finished grading and other individual lot
site work is not completed, the Town Engineer shall determine
the amount of a cash bond to ensure final grading and site
work. This cash bond must be submitted prior to issuance of
a Certificate of Occupancy.
14 . Quantity estimates must be submitted to the Town Engineer (on
the enclosed form) for the purpose of determining subdivision
bonding, and all bonds shall be posted prior to filing the
plans .
If the developer chooses to submit a Letter of Credit for a
one year term, in lieu of a surety bond, said Letter of
Credit must be renewed on a yearly basis until completion of
the development. If a new Letter of Credit has not been
received within 30 days before the expiration date, the
Gaetano J. Bazzano _ _ 3 - May 24, 1994
Application #94-11P
Commission may, at its option, call the Letter of Credit it
is holding.
15 . A drainage assessment fee in the amount of $550 shall be
submitted to this Commission.
16 . No building permits will be issued until all modifications
have been complied with, and the final plans have been filed
in the Town Clerk' s Office.
17 . Engineering comments of a memorandum dated April 7 , 1994 to
Marcia Banach must be addressed to Town Engineer' s
satisfaction.
18 . Details of home owners association ownership and maintenance
of island must be worked out with Town Staff .
19 . Driveway restrictions must be shown on the plot plan.
20 . In accordance with Section 5 .C. l .c, the Commission must agree
with the selection of an appraiser to determine the fair
market value of the land prior to subdivision. Ten percent
of the fair market value shall be pro,;.ided to the Town as a
fee in lieu of open space. Said fee to be paid in accordance
with the provisions . of the above-referenced section and
Connecticut General Statutes .
21 . Sidewalks are not required in this subdivision.
Black and white transparent mylars of Sheets #2 and #3 with the above
modifications , together with three blueprint copies of the entire set
of plans must be submitted to this Commission within 30 days to be
stamped and signed. The letters of approval of this Commission, as
well as the Inland Wetlands Agency/Conservation Commission, must be
reproduced on the mylars .
After the mylars have been signed by the Commission, they will be
returned to you for filing in the Office of the Town Clerk August 28,
1994 . After filing these plans, a copy of the receipt must be
submitted to the Planning Department.
Gaetano J. Bazzano - 4 - May 24 , 1994
Application #94-11P
Very truly yours,
PLANNING & ZONING COMMISSION
a1
Frank Castro, Chairman
FC/pmm
Enclosure
cc: Town Engineer
Chief Building Official
Supt. of Pollution Control
Assessor
Fire Marshal
Registrar of Voters
Design Professionals, Inc .
MAY 1994
ASST TOWN C!.FRK
LEGAL NOTICE
TO BE PUBLISHED IN THE JOURNAL INQUIRER
TUESDAY, MAY 24 , 1994
SOUTH WINDSOR - PLANNING & ZONING COMMISSION
At its May 17 , 1994 Special Meeting, the Commission voted to take the
following action:
1 . Appl . #92-50P, Avery Meadow DRZ - motion to invalidate the
original petition presented at the public hearing held on February
2, 1993 because the petition did not contain valid signatures for
20% of the property area within the 500 , perimeter.
2 . Approve with modifications appl . #94-11P, Gaetano J. Bazzano -
Resubdivision of ± 26 . 13 acres located on the northerly side of
Beelzebub Road and easterly side of Charing Road, A-30 zone
3 . Approve with modifications appl . #94-13P, Linkwood/PDS Engineering
& Constr - Site Plan of Development for property located on the
northerly side of Strong Road and westerly side of John Fitch
Boulevard, I zone
3 . Approve settings/reductions/callings of certain bonds
Frank Castro, Vice Chairman
I
SENDER:
• Complete items 1 and/or 2 for additional services. I a180 Wish to receive the
I �+ Complete items 3,and 4a&b. following services (for an extra ai
• Print your name and address on the reverse of this form so that we can •Y
► O return this card to you. fee): Z
I m • Attach this form to the front of the mailpiece,or on the back if space 1. ❑ Addressee's Address N
( . does not permit.
m • Write"Return Receipt Requested"on the mailpiece below the article number. rL
• The Return Receipt will show to whom the article was delivered and the date 2. El Restricted Delivery v
CC delivered. Consult ostmaster for fee. o
3. Article Addressed to: 4a. Article Numb r
P 389 189 741 E
I E 4b. Service Type 0
G GAETANO J BAZZANO ❑ Registered ❑ Insure(y
H 260 BEELZEBUB ROAD Certified ❑ COD .�
W SOUTH WINDSOR CT 06074 ❑ Express Mail ❑ Return Receipt for 2
Merchandise
► p 7. Date of Delivery •-
a �
5. Si ure Addres e) 8. Addressee's Address(Only if requested Y
and fee is paid) w
W
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PS Form 11, December 1991 � u.B.a.P.o.:1992-3o�-,3a
E DOMESTIC RETURN RECEIPT
UNITED STATES POSTAL SERVICE
Official Business PENALTY FOR,PRIVATE '
USE TO AV91i5"pAVMENT-
OF
Print your name, address and ZIP Code here
94-11P PZC - TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
1l [[ SOUTH yWI{NDSOR CT 06074 j
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,,?esign
ofessionals, inc.civil engineers • planners • surveyors RECE
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VQ.
JUN 6 1994 �
��. WINDSOR PLANNING DEPT.
June 1, 1994
Marcia Banach, Planning Director
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Marcia:
Re: Bazzano Subdivison
Charing Road
South Windsor, Connecticut
Project No. 92-646
Our client, Gaetano J. Bazzano, hereby requests a 90 day extension from the
original filing date for recording the subdivision plans in the office of the Town Clerk. Thank
you.
Sincerely,
Design Professionals, Inc.
;f
By: -
Peter R. DeMallie
Principal
cc: Tom Bazzano
441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 0 FAX: (203) 291-8757
9y-1i)0
GAETANO J. BAZZANO • • • • ARCHITECT • • . • 260 L=t= k�
�10
C
W
RECEIVED O
JUN 7 1994 O
M. WINDSOR PLANNING DEPT. ;
N
June 7, 1994 C
Marcia Banach, Town Planner
Town of South Windsor
Planning Department
South Windsor Town Hall z
1540 Sullivan Avenue 13
South Windsor, CT 06074 N
O
RE: Bazzano Resubdivision •
O
Dear Marcia: Z
I would like to recommend Mr. Thomas Henry MAI, a Connecticut m
General Certification licensed appraiser (License #40285) , for
the appraisal of the subject land to determine the fee in lieu of
land for open space as required in the subdivision regulations. C
O
O
r
Verb truly ours, �� - " •
Pi
Gaetano J. Bazzano (A)
A
N
W
V
June 7, 1994
Re: Bazzano Resubdivision
Given this information and the small size of the subdivision, I
would request that the commission accept the land as described
(1/2 acre) toward the Open Space requirement. The balance of the
requirement would be payable by fee in lieu of land.
Thank you in advance for your time and consideration.
Ver truly yours,
Gaetano J. Bazzano
)L';u -�4
GAETANO J. BAZZANO • • • • ARCHITECT • • • • 260 BEEt.�
C
N
XI
RECEIVED
JUN 7 1994
June 7, 1994 1. WINDSOR PLANNING DEPT. N
0
C
Marcia Banach, Town Planner =
Town of South Windsor
Planning Department
South Windsor Town Hall 1540 Sullivan Avenue Z 2
South Windsor, CT 06074 N
0
A
RE: Bazzano Resubdivision :
0
Dear Marcia: a
Z
I hereby request a meeting with the Planning and Zoning m
Commission on June 14, 1994 or the earliest possible date to 0
reveiw the fee for open space requirement in accordance to -1
Section 5.C.1 .c. n
Pursuant to the South Windsor Open Space and Recreation C
subdivision regulations, I offer the following comments:
1 . The above referenced, approved, subdivision totals
approximately 10 (ten) acres. The amount of space required to 0
meet the open space requirements would thereby be 10% Cl)
(approximately one acre (43 ,000 +/- sf) . O
2. The subdivision includes an approximate 1/2 acre island lying
within the town of South Windsor right of way. The island is :
limited to one location, contains no regulated wetlands, abuts a
public street, will not be developed and will be attractively N
landscaped per the approved subdivision plan. These are all O
requirements under the Open Space and Recreation regulations. W
3. The land shall be owned by a Homeowners association with
covenants and restrictions consistent with those required in the
regulation.
N
N
W
V
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C . Iazzetta, Town Engineer
DATE: June 14 , 1994
RE: BAZZANO RESUBDIVISION 94-11P
We have reviewed the revised drawings dated 5-9-94 and additional
drainage information for the Charing Road Extension Subdivision and
have the following comments:
Plot Plan - Sheet 2
3 . At the northeast corner of property - the existing shed shown on
Town of South Windsor property encroaches onto Lot 3 . This
encroachment needs to be resolved.
Plot Plan - Sheet 3
1 . Monuments should be placed along Beelzebub Road defining the
street line.
Topographic Plan - Sheet 4
5 . Cleanouts required for lot 8 sanitary lateral .
11 . Note for the existing cul-de-sac to be removed. Should indicte
"area of existing pavement to be removed and replaced with loam
and seed" .
Miscellaneous
1 . Detail information concerning the mainteance of the center
island by the Association should be included on these plans .
2 . All sheets indicate "Charing Road Extension" . They should be
revised to reflect proper name of this subivision "Bazzano
Resubdivision" .
JCl/jsv
Attachment
v gO•NN Sfq` 'kl
O
G U
9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR-Co AREA CODE 203/644-2511
June 20, 1994
RECEIVED
JUL 6 1994
Mr. Gaetano Bazzano ,iHtmm PLANNING DEPT.
260 Beelzebub Road
South Windsor, CT 06074
RE : 11-Lot Subdivison on Charing Road
Dear Mr. Bazzano:
The South Windsor Water Pollution Control Authority, at its
regular meeting on May 17, 1994, approved the 11-Lot Subdivision on
Charing Road as detailed on plans entitled Charing Road Extension,
Plan #92-646 Dated 3/17/94, Engineer - Design Professionals subject
to the following conditions :
1 . Town Engineering technical approval obtained;
2 . Final Authority approval and acceptance of the sanitary
sewerage connection will be given once the sewer has been
installed and inspected by the Town staff, and based upon
the written verification of the Town staff that said
sanitary sewer was installed by the developer in
substantial conformance with the design plans previously
approved by the Authority, and meeting all Town
regulations and appropriate technical specifications
relating to sanitary sewer construction; and
s
Gaetano Bazzano
June 20, 1994
Page 2
3 . This approval letter must be superimposed into the final
approval plans .
very truly yours,
d
Joseph Carino, Chairman
Water Pollution Control Authority
Town of South Windsor
cc : Jean E. Zurbrigan, Town Manager
Michael J. Gantick, Director of Public Works
Jerry Iazetta, Town Engineer
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector i
John McCahill, Zoning Enforcement Officer
i
t 040 sE�
y F Town at. SatdA ?40f
O
r� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•CO AREA CODE 203/644-2511
June 20, 1994
Gaetano J. Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Application #94-11P, Bazzano Resubdivision
Please be advised that the Planning and Zoning Commission voted
on June 14 , 1994 , to grant a 90-day extension for filing
subdivision plans for the above-referenced subdivision in the
Town Clerk' s office . The original filing deadline was August 28 ,
1994 ; the new filing deadline is November 26 , 1994 .
State statutes authorize one additional 90-day filing extension .
If your wish to request an additional extension, please request
in writing prior to that date .
Very truly yours,
Frank A. Castro, Vice Chairman
FAC/pmm
I
i
i
I
t0W N se"
� <q
1540 SULLIVAN AVENUE SOUTH, WINDSOR, CONN. 06074
SOR•c0 AREA CODE 203/644-2511
June 22, 1994
CERTIFIED MAIL
Gaetano J. Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Appl . #94-11P, Bazzano Resubdivision
We are pleased to advise you that the Planning & Zoning Commission
voted on June 14 , 1994 to accept Thomas Henry MAI , as the appraiser
for the appraisal for the fee in lieu of open space for application
#94-11P, Bazzano Resubdivision. This approval is valid only if Mr.
Henry is a Hartford County-based appraiser.
Very truly yours ,
PLANNING & ZONING COMMISSION
Frank A. Castro, Vice Ch irman
FAC/pmm
,SOWN Se4
o
C U
y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�f��SOR•CO���v AREA CODE 203/644-2511
June 29 , 1994
Gaetano J . Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Appl . #94-11P, Bazzano Resubdivision
At the June 28 , 1994 regular meeting of the Planning & Zoning
Commission, a motion was approved to table your request regarding
a fee in lieu of open space requirement .
This request will be tentatively scheduled for Tuesday, August
16 , 1994 .
Very truly yours,
PLANNING & ZONING COMMISSION
Frank A. Castro, Vice Chairman
FAC/pmm
1OW N SE4
O �
G U
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR•C0 AREA CODE 203/644-2511
June 30, 1994
Gaetano J. Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Application #94-11P, Bazzano Resubdivision
Please be advised that the Planning & Zoning Commission voted on
June 28, 1994 , to grant a second 90-day extension to file mylars
for the above-referenced resubdivision in the Town Clerk' s
office . The new filing deadline is February 24 , 1995 .
This extension is the final extension permitted under Connecticut
General Statutes Section 8-25 .
Very truly yours,
PLANNING & ZONING COMMISSION
i
Frank A. Castro
Vice Chairman
FAC/pmm
i
,:Vesigoofessionals, inc.
civil engineers • planners • surveyors
July 1, 1994
Ms. Marcia A. Banach, Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Marcia: Re: Charing Road Subdivision
Enclosed please find one set of revised drawings reflecting changes incorporated as a
result of the 6/14/94 memorandum of Jerry Iazzetta. Some items in his memo were not addressed
through plan changes. They are as follows:
Plot Plan Sheet 2
The shed encroaches mostly on to Town property and a very small part on Lot 3.
It would be more in the Town's interest to have it removed. It will only need to be
addressed by our client prior to the sale of Lot 3.
Plot Plan Sheet 3
Our parcel does not have any boundary points along Beelzebub Road which
require concrete monuments.
Topogrgphic Plan Sheet 4
Lot 8 requires a grinder pump for sanitary sewer service, therefore no cleanout is
required.
The note concerning cul-de-sac restoration has been added.
Miscellaneous
The road name has been changed from "Charing Road Extension" to "Charing
Road". However, the subdivision name has been left as "Charing Road Extension" since
the project is the extension of Charing Road.
Sincerely,
R bert senaul P.E.
Principal
441C Governors Highway, South Windsor, CT 06074 (203) 291-8755 0 FAX: (203) 291-8757
1
TOWN OR SOUTH WINDSOR
PROJECT t j'�gcL.Z eve gvr.
S-TREET: � IhLlz ..LSfL�� BONE) RSTMTR FORM
P&2 I.D. s
ENGINEER: 1994 CALI'.NIIAR Y$AR
DATE.-
Bond�5�9�L
Bond
Unit Reduction. Reduction
Item Aeacripttion _ _ �M unit Quuutit'Y Price Coat No. 1 No. 7
CO D
1. Clearing & Grubbing _LS
2. Strip & Stockpile
Topsoil CY /500 2.00 _3 000-�_
3. Earth Excavation
(Excluding Roadway
& Trench CY _- -_-- BzS 10.00 050
4 .. Roadway Excavation _ CY 1-Jcs n 12.00 Zs 00C,
5. Earth Trench Exc. 0-4 CY ! 3G' 10.00
6. Earth Trench Exc. 0-10 CY 12.00 (300 ,
7. Earth Trench Exc. 0-15 CY Z 15.00 7`7-
8. Earth Trench Exc . 0-20 CY 18.00
9. Roadway Exc. Rock CY 50.00
10. Rock Trench Exc,004 CY _ 50.00
11. Rock Trench Exc. 0-10 CY J 75.00
12. Rock Trench Exc, 0-13 CY 100.00 M
13. Rock Trench Exc. 0-20 CY 150.00
14 . Formation of 1.30 �.
15. Subbase Gravel CY 1714- 20.00 00
16. 'Processed AMLt_Zat e TONS_ -j�715 18.00 0
17. Courmon Borrow CY 38S 10.0o / 850
18. Gravel Borrow CY 15.00
19. 1 I/Z " Bit. Concrete
Class I TONS _ 50.00 14, Z 0.
20. II/L " Bit. Concrete
(Cl s 11 TONS 2�5_.. ss.oo 15,675.
21. 6" Asphalt Li Curbing LF Z<'Q v 3.00 7 O
2r=s-M'7. CUB-►7,!-5AC_ 7-5,00
22. e $Y Z 6 I '-"0la50• -
*varies Z '7I5941"o
Page 1 Sub-Total $_
,1 9i'tt1' ul i__:1:--, .T �_.- i t Hhl T c -t-17=� i ti. !Z.1J.I_['L._N.-1 fMS �-t1 P!( .1 .
BOND ESTIMATE FORM
Bond Band
Unit Reduction Reduction `
zCem Description Unit quantitT price Cost No. I No. 2
23. Conc Sidewalk 4' Wide LF 30.00
STORM DRAINAGE SYSTEM
C0MPONENTS
24. 60" RCP Class- In Place LF 130.00
23. 34" RCP Class- In Place LF 100.00
26. 48" RCP Class_...In Place LF 75.00
27. 42" RCP Class_ In Place LF
28. 36" RCP Class- In Place LF J�}8 - .___60.00 d• ___
29. 30" RCP Class, In Place LF 30.00
30. 24" RCP Class- In Place LF 42.00
31. 21" RCP Classes In Place LF __ 40.00
32, 18" RCP Class-In Place LF 33 .00
33. 15" RCP Class-In Place LF _ 96(0 30.00
POLYETHENE PIPE
34. 8" ADS-N--12 or_ Egual 21.00
35. 10" ADS-_N-12or_ECLual ZZ.50
36. 12" ADS-N-12 or Equal 24 .00 _
37. 15" ADS_N-12 or Equal _ _ 25 .50
38. 18" ADS-N-12 or Equal 28.00
UtiDERDRAINS
39. 6" PVC SDR 35 In Place LF 15.00
40. 8" PVC SDR 35 In Place LF 20.00
P,IPRAP
41, Modified Riprap CY 45.00 --
S i47
42. Intermediate Riprap CY �} 45.00 •14 4' .
43. Standard Riprap CY 45.00 �-
34,9 3r
Page 2. Sub-TotAl $
rf►' :1 Aflfl'_PI1 '- .-.C_T t'4:a_ T �.I11:.! Tn�C-hhq- A (1
13011D ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Description _ Unit_ Quantity Price Cost No. I No. 2
DRAINAGE STRUCTURES
44. Type "C" Catch Basin FA Lo 1500.00 L7000 ,
45. 'rype "C" Double Grate EA 3 2000.00 Co 000 .
46, Type "C-L" Catch Basin EA 1500.00
47, Manhole EA 1500.00
48, Manhole wIDrop Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000,00
50. Headwall EA
51, Elldwa 1.1 EA
Box Culvert
52. y LF
53._13" Flared End EA 450.00
54, 18" Flared End EA 500.00
55. 24" Flared End EA 550.00
56. 36" Flared End EA 850.00 \-7 o O
57.
10, Wide
50. Gravel Access Road LF 15. 00
59. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
60. 12" PVC In Place SDR, 35 LP 40.00
61. 10" PVC In Place SDR 33 LF 37.00J____-
62. 8" PVC In place OR 35 LF _ N 35.00
63. 6" PVC In Place $DR 35 LF �(o C�__ 30.00 16 $0o .
* varies
Page 3• Sub-Total $
t?0'.,a 9 fl f t' n f..j J,'.'_. .T.., t G .7 T 1 11.,I TO.'
<`-h 1? ]. �f • r]..? _. 'ALL^t71! �_'_1..:'z r!^___..L[1___!lmL2.J.._
BOND 'ESTIMATE
Bond Bond
Unit Reduction Reduction
Item DeScri tion Unit uantit Price Coat No. 1' No.
SANITARY SEWER STRUCTURES
64. Sanitary Manhole EA Z 1500.00 3 00 O
65. Sanitary Manhole
w/Drop Inlet EA 2500.00
66. Sanitary Manhole
over 10_ FT. EA _ __ 2000.0o OOO
67.
6a
STRUCTURES & MISC. ITEMS
69. Retairiing Wall EA
70. Fence
(Type, EA
71 . Guide Rail
(Type: EA
72, End Anchorage
(Type ) EA
73. Guide Post EA 100.00 w�
74 . Pavement Marking LF 1.50 6. O
75. Street Signs EA _1 _ _ 75.00 7
76. Traffic Signs EA W Z 75 .00 D,
77. Street Lights EA 3 1000.00 3000.
78, Furnishing
/Placing Topsoil SY Oo 2. 50 2
4000.
79. Fertilizing, Seeding
and Mulching SY 2.50 / DOD,
80. Trees See LAuOScIIV,u�� EA 150.00
81, Maintenance/Protection
of Traffic LS _
i 000
82. Construction St, in LS
* varies
Page 4. Sub-Total, $^
.-,.r, (-Lkf._.ate r e"..J... . . .kz..c_._7 T. I U I A T 0 1. t-f-:.n. r�)7.•.0 T .._.. V tl..fnrT.4l T JXL._.J_i.i..ra.Qi` ih....,._1AIM.0.1....... .
BOND ESTIMATE FORM
Rend fond
Uuit Reduction Reduction
Item AescripCion Unit quxwtity Price Coat No.
ZSov
83. As-Builts L5
84. .Cron Pins ZA 100.00 33 00 .
85. Concrete Monuments EA U 250.OU U .
-6 =T
86. Landscahl.nR A txz++e�; _ LS _^ * IL/ UG)cD
87, Driveway-Bit. Cone+ SY Z 20.00 7 Zo .
88.
-- --- - —— .r
09.
90.
Z7�OZ�
Sub-Total
Sub-Total Page 1 $
Sub-Total Page z
Sub-Total Page 3 $ ems-,—
Sub-Total Page 4 $ 37 z4-1
Sub-Total Page 5 $ - ;� _�'7� CZ 0
Sub-Total $ ,
251 Contingencies x Sub-Total. :
4-73130/
� 4 000
* varies
Page 5.
U•L_.d-•....r.T _ fsr_ 7T IUI.1 TC• 1i _1-4-C1. r'ii7'_II.T 'AnC%fII•ITffL-.I1.I--f] !^..._. JLL_.1.1�1.f]_.L _
INC.
LAND PLANNERS
LANDSCAPE ARCHITECTS
July 5, 1994
Dsslgn Professionals, Inc.
441 C Governor's Highway
S. Windsor, CT 00074
Attn: Bob Arsenault
Re: Bazzano Subdivision
Sub: Bonding Estimate
Door Bob,
The planting estimate for the Bazzano subdivision Is $14,000.00
Re rds,
a R. th
671 HOPMEADOW STREET SIMSBURY, CONNECTICUT D6070
203-658-1988 FAX 203-658-1217
M E M O R A N D U M
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town EngineerOr
DATE: July 18, 1994
RE: BAZZANO RESUBDIVISION 94-11P
We have reviewed the "Final" drawings dated 5-9-94 received July 7 ,
1994 for the Charing Road Extension Subdivision and have the
following comments :
Plot Plan - Sheet 2
3 . At the northeast corner of property - the existing shed shown on
Town of South Windsor property encroaches onto Lot 3 . This
encroachment needs to be resolved at this time and not when lot
3 is sold.
Topographic Plan - Sheet 4
11 . Note for the existing cul-de-sac to be removed, should indicate
"area of existing pavement to be removed and replaced with loam
and seed" .
Miscellaneous
1 . Detail information concerning the maintenance of the center
island by the Association should be included on these plans and
should be placed on all sheets to be placed on file .
2 . All sheets indicate "Charing Road Extension" . They should be
revised to reflect proper name of this subdivison "Bazzano
Resubdivision" . The approval letter for this subdivision states
"Bazzano Resubdivision" and the plans must use same title.
3 . New revision date should be shown.
4 . Approval letters required on plans .
JCl/jsv
Attachment
40328 ' T.W. HENRY
Real state
Appraisals
Thomas W. Henry MAI
33 Wynding Hills Road, East Granby, Ct. 06026
(203)651-4034 Fax#(203)651-4049
REAL ESTATE APPRAISAL
9.89 Acres Vacant Residential Land
260 and 300 Beelzebub Road Rear
South Windsor, Connecticut
CLIENT: Gaetano Bazzano and Melvin Stein
260 Beelzebub Road
South Windsor, Connecticut
VALUATION DATE: August 3,1994
i
T.W. HENRY
/ state Appraisals
Thomas W. Henry IVW
33 Wynding Hills Road, East Granby, Ct. 06026
(203)651-4034 Fax#(203)651-4049
August 15, 1994
Gaetano Bazzano
260 Beelzebub Road
South Windsor, Connecticut
Re: 9.89 Acres of Vacant Land
260 and 300 Beelzebub Road Rear
South Windsor, Connecticut
Owners of Record: Gaetano and Cynthia P. Bazzano and Melvin D. and
Joan S. Stein
Dear Mr. Bazzano:
This report is sent to you per the request of William Bellock August 3, 1994. I have inspected the
property referenced above and prepared an appraisal report, the purpose of which is to estimate the
market value "as is" of the fee simple estate as of August 3, 1994, the date of the inspection. The
function of this appraisal is for use in conjunction with the approval process for a proposed subdivision
by the intended user of the report, the Zoning Board of South Windsor.
The subject property consists of 9.89 acres which is the rear portion of two parcels of land fronted by
Beelzebub Road. The portion from 260 Beelzebub Road will contain 5.24 acres and the portion from
300 Beelzebub Road will contain 4.65 acres, totalling the 9.89 acres of A-30 residentially zoned land.
This parcel will gain its access from 50 feet of frontage at the end of the Charring Road cul-de-sac.
The parcel is irregular in shape, slopes up gently to the east from Charing Road. Approximately two-
thirds of the way to the rear, it slopes down to a small portion of wetlands. The property is vacant,
undeveloped, and is lightly wooded. No marketable timber was observed.
—2—
Based upon the analysis presented in this report, and given a marketing time of 12 months, it is my
opinion that the market value of the fee simple estate in 260 and 300 Beelzebub Road Rear, South
Windsor, Connecticut, as of August 3, 1994, is $150,000.
FINAL VALUE ESTIMATE, as of August 3, 1994, is:
ONE HUNDRED FIFTY THOUSAND ($150,000.00) DOLLARS
Sincerely,
Thomas W. Henry, MAI
Licensed General Certification
Connecticut and Massachusetts
—3—
SUMMARY OF SALIENT FACTS AND CONCLUSIONS
Property Location 260 and 300 Beelzebub Road Rear
South Windsor, Connecticut
County Hartford
Owner of Record Gaetano and Cynthia P. Bazzano
Deed Reference Address: 260 Beelzebub Road
Volume 117, Page 284
Dated: 12/9/66
Assessor's Map 79, Parcel 47
Owner of Record Melvin D. and Joan S. Stein
Deed Reference Address: 300 Beelzebub Road
Volume 131, Page 170
Dated: 12/10/69
Assessor's Map 79, Lot 44
Purpose of Appraisal Estimate Market Value
Function of Appraisal Proposed subdivision hearings
Property Rights Appraised Fee simple
Zoning A-30
Assessment & Tax Data 260 Beelzebub Road - $6,772
300 Beelzebub Road - $4,142
These are prorated estimates for the rear land portion of these
parcels.
Current Tax Rate: 41.3 Mills
Tax Burden $451.00
Land Area 9.89 acres
Improvements NONE
Highest and Best Use Residential subdivision
T. W. Henry
—4— Real Estate Appraisals 1-LC.
VALUE ESTIMATED BY:
Cost Approach N/A
Direct Sales
Comparison Approach $150,000 $15,000/acre
Income Approach N/A
VALUE CONCLUSIONS $150,000 $15,000/acre
Valuation Date August 3, 1994
T. W. Henry
—5 Real Estate Appraisals L.L.C.
TABLE OF CONTENTS
SUMMARY OF SALIENT FACTS AND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . 4
PHOTOGRAPHS OF SUBJECT PROPERTY TAKEN . . . . . . . . . . . . . . . . . . . . . . . . . . 7
CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
ASSUMPTIONS AND LIMITING CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
MARKET VALUE DEFINITION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
PURPOSE, FUNCTION AND PROPERTY RIGHTS BEING APPRAISED . . . . . . . . . . . . . 16
SCOPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
IDENTIFICATION OF PROPERTY APPRAISED . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
COMMUNITY DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
NEIGHBORHOOD DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
ZONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
ASSESSMENT AND TAX DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
HIGHEST AND BEST USE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
VALUATION PREMISE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
DIRECT SALES COMPARISON APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
RECONCILIATION AND FINAL VALUE ESTIMATE . . . . . . . . . . . . . . . . . . . . . . . . 43
T. W. Henry
6— Real Estate Appraisals L.L.C.
PHOTOGRAPHS OF SUBJECT PROPERTY (taken August 3, 1994)
J
C
-f
1. Looking north along Norton Road at its intersection with Charing Road.
v
2. Looking south along Norton Road toward Beelzebub Road at Norton Road's intersection
with Charing Road.
T. W. Henry
7— Real Estate Appraisals LL.C.
PHOTOGRAPHS OF SUBJECT PROPERTY
. r.
3. Looking east on Charing Road towards the frontage of the subject.
q
4. Looking west from the edge of the cul-de-sac
T. W. Henry
—8— Real Estate Appraisals L.I..C.
PHOTOGRAPHS OF SUBJECT PROPERTY
y r.
5. Just inside the western edge of the parcel at Charing Road looking north.
� � �ryyr
..�•s. �1 � �Rom,�v �
1I�'
J
Y
v r
i Looking
Henry
RealEstateAppraisals
PHOTOGRAPHS OF SUBJECT PROPERTY
vµ Tit raY ■ Y�r" -
7. The
t. �. 3 � .� � y Y 1C .x `� �_• w
y
boundary 1 the two parcels noted by the red marker on the tree looking south towards
Beelzebub Road.
1
8. At the rear eastern
1 i' ( r e� 1 i • �.
boundary of the property, looking southeasterly towardswetlands.
Henry
Real
PHOTOGRAPHS OF SUBJECT PROPERTY
y r
1 The central portion of the property 11 ' western towards ' Road 1 '
Henry
CERTIFICATION
I, the undersigned, do hereby certify that I have personally inspected the property located at:
260 and 300 Beelzebub Road Rear, South Windsor, Connecticut.
To the best of my knowledge and belief the statements of fact contained in this report and upon which
the opinions herein are based are true and correct, subject to the assumptions and limiting conditions
explained in the report.
Employment in and compensation for making this appraisal are in no way contingent upon the value
reported. I have no interest, either present or contemplated, in the subject property. I have no personal
interest or bias with respect to the subject matter of the appraisal report or the parties involved.
The report analyses, opinions, and conclusions are limited only by the reported assumptions and limiting
conditions and are our personal, unbiased professional analyses, opinions and conclusions.
This appraisal assignment was not based on a requested minimum valuation or specific valuation or a
valuation within a given range or approval of a loan.
My analyses, opinions, and conclusions were developed, and this report has been prepared, in
conformity with the Uniform Standards of Professional Appraisal Practice.
To the best of my knowledge and belief, the reported analyses, opinions and conclusions were
developed and this report has been prepared, in conformity with the requirements of the Code of
Professional Ethics and the Standards of Professional Practice of the Appraisal Institute.
I certify that the use of this report is subject to the requirements of the Appraisal Institute relating to
review by its duly authorized representatives.
No one other than the undersigned prepared the analyses, opinions, or conclusions concerning real estate
that are set forth within this appraisal report.
In my opinion, the subject property has a market value of the fee simple estate, on August 3, 1994, of
$150,000.
Thomas W. Henry, MAI
Commercial Appraiser T. W. Henry
— 12-- Real Estate Appraisals L.L.C.
ASSUMPTIONS AND LIMITING CONDITIONS
This appraisal report has been made with the following general assumptions:
1. No responsibility is assumed for the legal description provided or for matters pertaining to legal
or title considerations. Title to the property is assumed to be good and marketable unless otherwise
stated.
2. The property is appraised free and clear of any or all liens or encumbrances unless otherwise
stated.
3. Responsible ownership and competent property management are assumed.
4. The information furnished by others is believed to be reliable. However, no warranty is given for
its accuracy.
5. All engineering is assumed to be correct. The plot plans and illustrative material in this report are
included only to assist the reader in visualizing the property.
6. It is assumed that there are no hidden or unapparent conditions of the property, subsoil, or
structures that render it more or less valuable. No responsibility is assumed for such conditions
or for arranging for engineering studies that may be required to discover them.
7. It is assumed that there is full compliance with all applicable federal, state and local environmental
regulations and laws unless noncompliance is stated, described and considered in the appraisal
report.
8. It is assumed that the property conforms to all applicable zoning and use regulations and
restrictions have been complied with, unless a nonconformity has been identified, described and
considered in the appraisal report.
9. It is assumed that all required licenses, certificates of occupancy, consents, other legislative or
administrative authority from any local, state, or national government or private entity or
organization have been or can be obtained or renewed for any use on which the value estimate
contained in this report is based.
10. It is assumed that the use of the land and improvements is confined within the boundaries or
property lines of the property described and that there is no encroachment or trespass unless noted
in the report.
T. W. Henry
13 Real Estate Appraisals L.L.C.
ASSUMPTIONS AND LIMITING CONDITIONS
This appraisal report has been made with the following general limiting conditions:
1. The distribution of the total value estimated in this report between land and the improvements
applies only under the stated program of utilization. The separate allocations for land and buildings
must not be used in conjunction with any other appraisal and are invalid if so used.
2. Possession of this report, or a copy thereof, does not carry with it the right of publication.
3. The appraisers, by reason of this appraisal, are not required to give further consultation or
testimony or to be in attendance in court with reference to the property in question unless
arrangements have been previously made.
4. Neither all nor any part of the contents of this report (especially any conclusions as to value, the
identity of the appraiser, or the firm with which the appraiser is connected), shall be disseminated
to the public through advertising, public relations, news, sales, or other media without the prior
written consent and approval of the appraiser.
5. Unless otherwise stated in this report, the existence of hazardous materials, which may or may not
be present on the property, was not observed by the appraiser. The appraiser has no knowledge
of the existence of such materials on or in the property. The appraiser, however, is not qualified
to detect such substances. The presence of substances such as asbestos, urea-formaldehyde form
insulation, and other potentially hazardous materials may affect the value of the property. The
value estimated is predicated on the assumption that there is no such material on or in the property
that would cause a loss in value. No responsibility is assumed for such conditions or for any
expertise or engineering knowledge required to discover them. The client is urged to retain an
expert in this field, if desired.
6. The Americans with Disabilities Act (ADA) became effective January 26, 1992. We have not
made a specific survey or analysis of this property to determine whether the physical aspects of
the improvements meet the ADA accessibility guidelines. Since compliance matches each owner's
financial ability with the cost to cure the property's potential physical characteristics, the real estate
appraiser cannot comment on compliance to ADA. A brief summary of physical aspects is
included in this report. It in no way suggests ADA compliance by the current owner. Given that
compliance can change with each owner's financial ability to cure non-accessibility, the value of
the subject does not consider possible non-compliance. Specific study of both the owner's financial
ability and the cost to cure any deficiencies would be needed for the Department of Justice to
determine compliance.
The Certification and Assumptions of Limiting Conditions has been extracted from:
The Appraisal of Real Estate, Tenth Edition, 1992, Appraisal Institute, (Chicago, Ill.),
pp. 571-574.
T. W. Henry
— 14— Real Estate Appraisals L.L.C.
MARKET VALUE DEFINITION
As defined in the Federal Institutions Reform Recovery and Enforcement Act of 1989 (FIRREA) the
following is the definition of market value included in this report:
The most probable price which a property should bring in a competitive and open market under
all conditions requisite to a fair sale, the buyer and seller each acting prudently, knowledgeably
and assuming the price is not affected by undue stimulus. Implicit in this definition is the
consummation of a sale as of a specified date and the passing of title from the seller to buyer under
conditions whereby:
1. Buyer and Seller are typically motivated;
2. Both parties are well informed or well advised, and each acting in what they considered their
own best interest;
3. A reasonable time is allowed for exposure in the open market;
4. Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements
comparable thereto; and
5. The price represents a normal consideration for the property sold unaffected by special or
creative financing or sale concessions granted by anyone associated with the sale.
T. W. Henry
—15— Real Estate Appraisals L.L.C.
PURPOSE, FUNCTION AND PROPERTY RIGHTS BEING APPRAISED
The purpose of this appraisal is to estimate the present market value of the fee simple estate "as is" in
260 and 300 Beelzebub Road Rear, South Windsor, Connecticut, as of August 3, 1994, the date of the
inspection of the property. The function of this appraisal is for use in conjunction with subdivision
approvals by the intended user, Zoning Board of South Windsor.
SCOPE
The scope of this appraisal included an exterior physical inspection of the subject property by Thomas
W. Henry, MAI. Research of town records including deed recordings and zoning requirements was
conducted. Research of the market area was performed for comparable sales, competition, comparable
rents and overall area evaluation. Based on the findings of this research, a determination of highest and
best use for the subject was made and appropriate valuation methods were applied to arrive at a market
value of the fee simple estate of the subject property.
No known environmental study has been done to determine to what extent, if any, soil contamination
may have occurred at the property. This appraisal report and the value estimates contained herein
assume no potential liability resulting from any soil contamination due to the storage of hazardous waste
material including but not limited to agricultural chemicals, paint, solvents and/or chemical spills
resulting from misuse of chemicals, that may have occurred on this property over the years. No
evidence of contamination or hazardous material used in the construction or maintenance of any
improvements was observed on the day of inspection, unless otherwise noted within this report.
The appraiser is not qualified to detect such substances, including the existence of urea-formaldehyde,
radon gas, foam insulation, asbestos, agricultural chemicals, paints solvents cleaning materials or other
potentially hazardous waste material that may have an effect on the value of the property being
appraised.
No personal property, except that which is typically considered a part of realty, has been valued other
than those items which are specifically noted within the Building Description.
T. W. Henry
—16— Real Estate Appraisals L.L.C.
IDENTIFICATION OF PROPERTY APPRAISED
The property being appraised is known as 260 and 300 Beelzebub Road Rear, South Windsor,
Connecticut and is situated at the end of Charing Road cul-de-sac. The subject may be identified as part
of the South Windsor Tax Assessor's Map 79, Lots 44 and 47. A copy of the legal description is
included in the Addenda.
The current use of the subject property is for the total parcels as they were individually transferred.
The current use of the property is vacant land. It is currently being considered for an 11-lot subdivision
to be known as "Charring Road Extension". The parcel consists of 9.89 acres which is a 5.24 acre rear
portion of 260 Beelzebub Road and a 4.65 acre portion of 300 Beelzebub Road.
Sales History 260 BEELZEBUB ROAD
Grantor Grantee Date Vol/Pg Price Deed
John W. Brown and Gaetano and Cynthia 12/9/66 117/284 $15,000 Warranty
Margaret A. Brown P. Bazzano
Sales History 300 BEELZEBUB ROAD
Grantor Grantee Date Vol/Pg Price Deed
Melvin D. Stein Melvin D. and 12/10/69 131/170 $0 QC
Joan S. Stein
T. W. Henry
17— Real Estate Appraisals L.L.C.
COMMUNITY DATA
The Town of South Windsor is located in the north eastern portion of Hartford County. South Windsor
is bordered by the town of East Windsor to the north, the towns of Ellington and Vernon (Tolland
County) to the east, the towns of Manchester and East Hartford to the south, and the Connecticut River
and the towns of Windsor and Hartford to the west.
According to the final 1990 Census, South Windsor had a population of 22,090 people, which is an
increase of 4,892 people, or 28.45% from the 1980 Census population of 17,198 people. As of March,
1994, South Windsor had a labor force of 13,992 people, 13,418 of whom were employed. This equals
an unemployment rate of 4.1%. This is lower than the Hartford Labor Market Unemployment rate of
8.5%, the State of Connecticut (unadjusted) unemployment rate of 5.1%, and the United States
(unadjusted) unemployment rate of 6.8% during the same time period.
Despite the fact that South Windsor has a statistically better unemployment rate than the area and state,
the slow economic recovery that has plagued Connecticut has had its affect on South Windsor and its
residents. Connecticut is in the midst of a structural change in its economic base. Many of what were
once the strongest industries in Connecticut are now struggling. Companies which were once taken for
granted are now fighting to survive. Recent layoffs at such firms as Pratt and Whitney, Aetna, and
Fleet Bank have affected the employment status for many residents of South Windsor, and all of
Hartford County. In addition, people who are still employed have less confidence and security than a
few years ago.
South Windsor is accessed via John Fitch Boulevard, U.S. Route 5, which runs north through the
western section of the town and is connected to Interstate 91 by the Bissell Bridge (Interstate 291), and
north at Warehouse Point in the town of East Windsor. Other major Roads in South Windsor include
Route 30, Route 74, and Route 194.
The physical character of the community is derived from a compatible mix of residential and industrial
land use. A large industrial corridor, comprised mostly of small to intermediate size light
manufacturing an warehouse distribution companies, is conveniently located along John Fitch Boulevard,
and along Roads such as Governor's Highway, Sullivan Avenue, and Nutmeg Road. The eastern
section of the town is improved with unobstructed residential neighborhoods.
Like most neighboring towns, South Windsor has a full range of public services available. There is a
full time police force with over 30 officers, and a volunteer fire department. The school system
contains four elementary schools, one middle school and one high school The town features four
municipal parks and covers 360 acres of area.
The town of South Windsor's major employers are Gerber Scientific, United Technologies, and
Dynamic Controls. A smaller percentage of general commercial and retail support uses are interspersed
along John Fitch Boulevard and Sullivan Avenue, with newer strip retail centers located near the center
of town. There are regional shopping malls located to the north in Enfield, at the Enfield Square Mall,
and in the town of Manchester at the Buckland Hills Mall.
T. W. Henry
1 g— Real Estate Appraisals L.L.C.
In particular, the Buckland Hills area, which is situated along the Manchester/South Windsor town line
has become one of the most intensely developed commercial areas in Connecticut over the past four
years. Beginning with the opening of the 1.16 million square foot Buckland Hills Mall in 1990, and
continuing with the building of retail centers such as Wal-Mart(166,000 SF), Sam's Club (113,500 SF),
Home Depot (107,000 SF), the Christmas Tree Shop (90,000 SF), and the Plaza and Buckland Hills
(415,000 SF). In total, the Buckland Hills area has nearly three million square feet of retail space either
built or approved as of early 1994.
Most of the space in Buckland Hills is located in the Town of Manchester, not in the town of South
Windsor. However, the Town of South Windsor approved a 270,000 square foot addition to the Plaza
at Buckland Hills, which is located on a site that is mostly in Manchester, but partially in South
Windsor. This strip center houses such tenants as Lechmere, Olive Garden, and Service Merchandise.
To help ease the problems with traffic flow that have been created by the growth of the Buckland Hills
area, the portion of Buckland Street in the Town of South Windsor is currently being widened and re-
surfaced.
In addition, the expansion and completion of Interstate 291 is nearing completion, although it is several
years behind schedule. This route, when completed and fully operation will connect Interstate 84 to
Interstate 91 and runs through Manchester, South Windsor, and Bloomfield.
Overall, the Town of South Windsor is a bedroom community suburb of the City of Hartford, but it
does have a viable economic base of its own, and is not dissimilar from other towns in the area, such
as Windsor, East Windsor, and Enfield.
NEIGHBORHOOD DATA
The subject is located in a well developed neighborhood of homes that have been constructed from the
mid-60's to the present ranging in size from approximately 1,200 SF to 3,000 SF in the intermediately
priced range. The neighborhood is a well established, well maintained residential neighborhood
including Charing Road, a cul-de-sac road off of Norton as their are several others. Norton continues
to be a residential road connected to Beelzebub which is a secondary east to west connecting to Route
74 or Ellington Road which is a main road from Interstate 84 through the Town of South Windsor to
the Town of Ellington. The entire area around Charing Road, Norton Road, Beelzebub Road is a
residential area with approximately 70% developed with a variety of open parcels and some agricultural
use parcels mixed in with the residential development. The subject has good access to the schools of
South Windsor as well as to the center of South Windsor where there is a small shopping center,
banking and medical services. From the center of South Windsor, it is only two miles to the Buckland
Hills mall area which is a major regional shopping area. Services include sewer and water.
T. W. Henry
_19— Real Estate Appraisals L.L.C.
ECONOMIC CONDITIONS AND TRENDS
Rate Trends Appraisal Date Last Quarter Year End Year End'
8/3/94 6/30/94 12/31/93 12/31/92
Prime Rate 7.25% 7.25% 6.00% 6.00%
Federal Discount Rate 3.50% 3.50% 3.02% 3.8%
30-Year Treasury Bonds 7.55% 7.60% 6.21% 7.34%
10-Year Treasury Bonds 7.32% 7.30% 5.72% 6.6%
5-Year Treasury Bonds 6.94% 6.90% 5.06% 5.8%
High Yield Corporate Bonds Current Rate 12- Month High 12 - Month Low
BB/Ba C 10.72% 10.79%v 9.25%
Commercial Mortgage 8.00% to 10.5% Loan to Value 65% to 75%
Rate Range Ratio Range
Economic Trends
National National economic indicators are gradually beginning to point to a stabilization
of the economy. The economy appears to be expanding, and finally consumer
confidence the highest in four years dropped slightly in June. The Federal
Reserve Board indicated a large concern for an "overheating" economy and has
reacted by raising interest rates, specifically the Federal Funds Rate, 4 times from
March through May. On May 19, 1994 the FED raised the Federal Funds Rate
to 3.5%. This change has had a stabilizing effect on mortgage rates and was
intended to reduce inflationary pressures. Unemployment continues stable with
a current rate nationally of 6.0%. Opinion polls continue to show that consumer
confidence is up and the national economy is stable. Leading indicators lead by
a flat consumer spending were unchanged for June.
Regional The Connecticut economy is being proclaimed on the mend by local economist.
Most lending institutions had strong second quarter earnings and are reporting to
be healthy again. Aggressive or even active lending has not returned to the area.
Industry is also reporting better earnings but continue to trim their work force.
A Connecticut Business and Industry study reports 60% of small to medium
T. W. Henry
20— Real Estate Appraisals L.L.C.
businesses surveyed expected profits to increase over the next 12 months. 41%
expect to add to their work force. Most of Connecticut's leading economic
indicators are rising evidencing a gradual return to a healthy economy.
Local South Windsor is a large town with a very good mix of residential suburbs and
industrial commercial development complimenting each other and separated with
the commercial development being on the western side along John Fitch
Boulevard and Route 5 and with the residential development being in the eastern
and northern portions of the town. The town continues to grow as the Buckland
Hills area develops and prospers and provides more services to the area in terms
of retail businesses. Additionally, Route 291 connecting Interstate 91 to
Interstate 84 will provide easier commuting access to the Town of South Windsor.
Property Type Residential vacant land continues to move slowly as the demand for new housing
continues to be slow. The development of moderate income housing continues
to be somewhat better than the other sectors but it is sluggish and slow as there
has been a recent increase in mortgage interest rates. The lending institutions
continue to limit financing for the purchase and development of land.
T. W. Henry
—21— Real Estate Appraisals L.L.C.
SUBJECT LOCATION MAP
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T. W. Henry
—22— Real Estate Appraisals L.L.C.
ZONING
The property being appraised is situated within an A-30 Zoning District within the Town of South
Windsor.
Permitted uses within an A-30 Zoning District within the Town of South Windsor include the following:
All uses permitted in an AA zone which are one-family dwellings, accessories incidental to those
purposes, signs as limited by a 4.1.5, parking and storage of trailers and camping vehicles subject
to regulation and the following uses may be permitted as special exception after public hearing by
the Planning and Zoning. They are uses providing essential community services, fire, police station
or similar public utility buildings; park, playground or recreational; forest and wildlife, reservation,
park or playground not operated for profit and impervious coverage of 50%; places of worship;
public and parochial impervious coverage limited to 35%; housing for elderly subject to
requirements of the section above of 40% impervious coverage; senior resident development when
allowed by commission as a special permit and buffer shall conform. Additionally, in an A zone
you can have home occupations and professional offices as provided; boarding and rooming houses
for not more than three boarders or roomers but not including tourist, cabins or trailer camps
impervious coverage limited to 10%; conversion of an existing dwelling into a two-family under
this special provision; keeping horses or ponies for personal use only.
Area, dimensional and bulk requirements within an A-30 Zoning District within the Town of South
Windsor, as they apply to the property being appraised, are as follows:
Minimum Lot Area 30,000 SF
Minimum Front Yard 50 Ft.
Minimum Side Yard 15 Ft.
Minimum Rear Yard 50 Ft.
Minimum Street Frontage 120 Ft.
Maximum Lot Coverage 15%
Maximum Building Height 30 Ft.
Minimum Required Usable
Open Space None
The subject property does conform to current zoning regulations.
T. W. Henry
—23— Real Estate Appraisals L.L.C.
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ASSESSMENT AND TAX DATA
The property being appraised is assessed on the 10/1/93 Grand List as follows:
LAND
260 Beelzebub Rd $6,772
300 Beelzebub Rd $4,147
TOTAL ASSESSMENT $10,919
Current Tax Rate 41.3 Mills
Total Tax Burden $451.00
The above assessments are reported to represent 70% of the 1984 market value which was the date of
the last revaluation. These assessments have been estimated and prorated from the tax cards and do not
fully reflect what an actual rate might be once these road parcels were subdivided from their existing
parcels fronted by Beelzebub Road. The town is currently completing a revaluation the will be effective
for the October 1,1994 grand list.
The mill rate in the town of South Windsor has remained relatively stable since the reval in 1984. The
mill rate has changed as reflected in the following chart.
Grand List Mil Rate Percent
1993 41.3 1.98%
1992 40.5 0.00%
1991 40.5 0.00%
1990 40.5 4.65%
1989 38.7 5.16%
1988 36.8 1st yr Q FMN
1987 37.4 Phase-In Rate
1986 39.1 Phase-In Rate
1985 42.7 Phase-In Rate
1984 44.7 Phase-In Ratell
T. W. Henry
—25— Real Estate Appraisals L.L.C.
SITE DESCRIPTION
The subject property consists of 9.89 acres of land fronted on the Charing Road cul-de-sac by about 50
feet. The parcel is currently a portion of two parcels that are fronted on Beelzebub Road; 260
Beelzebub Road contributes the western half of the parcel with 5.24 acres and 300 Beelzebub Road
contributes the eastern half of the parcel at 4.65 acres.
The parcel is approximately 680 feet deep from its western boundary on Charing Road to its eastern
boundary and from north to south it is approximately 610 feet wide. The parcel has a gentle slope at
its western boundary. It is approximately 270 feet in elevation. The parcel slopes gradually about 400
feet east into the parcel to a peak elevation of 290 feet and then slopes downward from there back to
about 280 feet elevation. The parcel is gently sloping throughout. The soils are primarily Cheshire fine
sandy loams which are 3-8% slopes. This soil is a moderate runoff and it is one of the most desirable
upland soils in the central lowland Connecticut Valley area and it is well suited to agricultural purposes
as well as urban development. Capability unit for agricultural is IIe-1.
Site improvements include: None
The subject site is serviced at the end of the cul-de-sac with sewer, water, telephone and electric.
Easements and Restrictions include: A 30 foot wide drainage easement across the western border in
favor of the Town of South Windsor.
Flood Zone and Wetlands: The subject property is not located in a federally designed flood hazard area
nor is it encumbered by the presence of wetlands. There is a small portion of wetlands that do not
inhibit the lot yield for the subject.
Environmental Issues: On the date of inspection there were no apparent violations of any environmental
regulations.
T. W. Henry
—26— Real Estate Appraisals L.L.C.
SUBJECT SITE PLAN
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T. W. Henry
—27— Real Estate Appraisals L.L.C.
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WISCEN
HIGHEST AND BEST USE
Highest and Best Use, as defined in The Dictionary of Real Estate Appraisal 1, is:
The reasonably probable and legal use of vacant land or an improved property, which is
physically possible, appropriately supported, financially feasible, and that results in the highest
value. The four criteria the highest and best use must meet are legal permissibility, physical
possibility, financial feasibility, and maximum profitability.
As if Vacant: Among all reasonable, alternative uses, the use that yields the highest present land value,
after payments as made for labor, capital, and coordination. The use of a property based on the
assumption that the parcel of land is vacant or can be made vacant by demolishing any improvements.
The subject property "as vacant" has a variety of options for its development, however, the most
suitable would be a residential development based on the existing zoning regulations. The residential
development with 30,000 SF lots as legally permissible by the current zoning regulations. It is
physically possible as the land is well configured, has appropriate access through the Charing Road cul-
de-sac and has physical attributes to the land that lend itself to urban development. Financially feasible
and maximally profitable, the ability to get the maximum amount of lots from this parcel is possible
because of its physical attributes and financial feasibility. The Town of South Windsor is growing.
It is prospering where other towns are not because of its location to Hartford, to the Buckland Mall area
and its enhanced access as a result of I-291's development.
Based on these facts, it is my opinion that the Highest and Best Use of 260 and 300 Beelzebub Road
Rear, South Windsor, Connecticut, as of August 3, 1994, is residential development per zoning
requirements.
1 "The Dictionary of Real Estate Appraisal," Third Edition, (Illinois), American Institute of
Real Estate Appraisers, 1993), p. 171.
T. W. Henry
—30 Real Estate Appraisals L.L.C.
VALUATION PREMISE
There are three generally recognized approaches to value, which may be used in estimating the value
of real estate.
COST APPROACH - Approach through which an appraiser derives a value indication of the fee
simple interest in a property by estimating the current cost to construct a reproduction of or
replacement for the existing structure, deducting for all evidence of accrued depreciation from
the cost new of the reproduction or replacement structure, and adding the estimated land value
plus an entrepreneurial profit. Adjustments may be made to the indicated fee simple value of
the subject property to reflect the value indication of the property interest being appraised.
Is not appropriate for vacant land.
DIRECT SALES COMPARISON APPROACH - An approach in appraisal analysis which is
based on the proposition that an informed purchaser would pay no more for a property than the
cost of acquiring an existing property with the same utility. This approach is applicable when
an active market provides a sufficient quantity of reliable data which can be verified from
authoritative sources. The Direct Sales Comparison Approach is relatively unreliable in an
inactive market or in estimating the value of properties for which no real comparable sales data
are available. It is also questionable when sales data cannot be verified with principals to the
transactions. Also referred to the Market Comparison or Market Data Approach.
This is the only appropriate method of valuation for vacant land. Land available from recent
comparable sales of residential land within the Town of South Windsor and surrounding towns have
been developed for comparison for valuation of subject property.
INCOME APPROACH-That procedure in appraisal analysis which converts anticipated benefits
(dollar income or amenities) to be derived from ownership of property into a value estimate.
The Income Approach is widely applied in appraising income-producing properties. Anticipated
future income and/or reversions are discounted to a present worth figure through the
capitalization process.
Is not appropriate for the valuation of vacant land as there is no income stream available to estimate for
value.
T. W. Henry
—31 — Real Estate Appraisals L.L.C.
DIRECT SALES COMPARISON APPROACH
Introduction
The Direct Sales Comparison Approach is based upon the Principal of Substitution, which states that
a property buyer will pay no more for a property than the price of acquiring an equally desirable
substitute in the open market. In the development of the Direct Sales Comparison Approach, we have
gathered data on sales of similar properties in the competing market area. These sale properties were
analyzed to determine an indicated unit price for the property being appraised. The appropriate unit
of comparison in the appraisal of 260 and 300 Beelzebub Road Rear, South Windsor, Connecticut, is
1/acre."
In the analysis of the comparable sale properties, comparisons were made for differences noted between
the sale properties and the property being appraised. These differences include location, type and age
of improvements, size, condition, functional utility and other factors which influence value. In instances
where the sale property is superior to the subject, a downward adjustment is made to the comparable
sale price. In instances where the sale property is inferior, an upward adjustment is made to the
comparable sale price.
In the development of the Direct Sales Comparison Approach, we have examined sales which occurred
since January of 1991 in the town of South Windsor and surrounding towns that represent a similar
market area. Three of sales from South Windsor have been chosen for analysis in this report based
upon their degree of comparability to the subject. Each sale has been described individually, then
arranged on the Sales Analysis Grid to assist in comparison of the various attributes of each property,
followed by a comparison of each sale to the subject.
T. W. Henry
—32— Real Estate Appraisals L.L.C.
VACANT LAND SALES LOCATION MAP - SOUTH WINDSOR
id I
sue" 1 �n
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T. W. Henry
—33— Real Estate Appraisals L.L.C.
RESIDENTIAL LAND SALE 1 ID # 13278719.3
6 B Governor's Highway Grantor: GTT Corp, receiver for Onyx Reality Tr
South Windsor, CT Grantee: French Social Circle Building Association, Inc.
Hartford County
Recording data: June 21,1994 Property ID: Assessor's Map 60, Lot 7
Volume 787, Page 193
Zone: RR Rural Residential 40,000 SF Minimum lot 10% maximum lot coverage, and 30 feet
Maximum building height
Site: 23.54 acres irregular in shape fronted by Governor's highway with 387 feet and a 50 foot owned
access to Edgewood drive a subdivision road abutting this property to the south. The parcel is generally
level with Windsor well drained fine sandy loams and very little wetland area. Beldon Estate a new
subdivision is being constructed to the east.
Sale Price: $250,000 Sale Price/Acre: $10,638
Financing: None recorded with the deed
Percent Loan to Sale Price: N/A
Verified With: Assessor, by T. Henry, on 8/10/94
Comments: Bank owned property sale. This is a well located parcel and should be well suited to
residential development.
T. W. Henry
—34-- Real Estate Appraisals L.L.C.
GOVERNOR'S HIGHWAY
256'
Sale 1
Residential Land ego
6 B Governor's Highway
South Windsor, CT 4 CP Q
A
,toWET NOT TO SCALE
7
N
N '
O
V '
1035'
O�
nn
SU'
EDGEWOOD DRIVE_-------'
k
DATE TAKEN: /1 4
PHOTO: Looking southwest from Governor's highway near old Newberry Road.
T. W. Henry
—35— Real Estate Appraisals L.L.C.
RESIDENTIAL LAND SALE 2 ID # 13278626.2
175 Lawrence Road Grantor: Albert Trudeau
South Windsor, CT Grantee: Dart Hill Reality
Hartford County
Recording data: April 18,1994 Property ID: Assessor's Map 129, Lot 11
Volume 786, Page 262
Zone: RR Rural Residential 40,000 SF Minimum lot 10% maximum lot coverage, and 30 feet
Maximum building height
Site: 31.70 acres fronted on Lawrence Street by 830 feet. The parcel is approximately 1,400 feet deep
and 900 feet wide level or gently sloped throughout. The front portion eastern half is mostly Windsor
fine sandy loam well drained soils. The rear or western portion is wetland and muck type soils not
suitable for urban development. Leaving this parcel approximately 50% developable.
Sale Price: $200,000 Sale Price/Acre: $6,309
Financing: None recorded with deed
Percent Loan to Sale Price: N/A
Verified With: Assessor, by T. Henry, on 8/10/94
Comments: Purchased at auction 50% well suited for development. Located in an area of lower
density higher quality housing.
T. W. Henry
—36— Real Estate Appraisals L.L.C.
Sale 2
Residential Land
175 Lawrence Street
South Windsor, CT
322,
400' 727'
NOT TO SCALE
$ WET AREA ( o
o �
I
330'
q CLIFFWpOD DRIVE
O�
a
300+ 196, 200, o W
z
Pp� H I
DATE TAKEN: 8/10/94
PHOTO: Looking west from Cliffwood Drive at front portion of parcel along Lawrence Street.
T. W. Henry
—37— Real Estate Appraisals L.L.C.
RESIDENTIAL LAND SALE 3 ID # 13275511.4
R 95 Main Street Grantor: Alfred & Annabel Pedemonti
South Windsor, CT Grantee: James & Meredith Engle
Hartford County
Recording data: November 11,1993 Property ID: Assessor's Map 84, Lot 68
Volume 755, Page 114
Zone: A40 40,000 SF Minimum lot 10% maximum lot coverage, and 30 feet Maximum building
height
Site: 10.5 acres Fronted on Main Street by 50 feet by 644 feet access to the main parcel the has a
stream through the rear portion and is approximately 50% developable. Not suited for dense
development. Sewer and water are available at Main Street.
Sale Price: $80,000 Sale Price/Acre: $7,619
Financing: Financed by Jacqueline Garofalo for $40,000 at a rate of 7% to be paid monthly until
November 15, 1998 when the balance is due.
Percent Loan to Sale Price: 50%
Verified With: Grantor Annabel Pedemonti, by T Henry, on 8/15/94
Comments: Grantee plans one or two houses. Parcel is also limited becuase a bridge will be required
access parcel.
T. W. Henry
—38— Real Estate Appraisals L.I..C.
Sale 3
Residential Land
R 95 Main Street
South Windsor, CT
1245'
0 603' WET AREA
ACCESS
� ti'
16
STOUGHTON'S BROOK
NOT TO SCALE
340'
r
DATE TAKEN: 8/10/94
PHOTO: Looking East at the frontage from Main Street.
T. W. Henry
—39— Real Estate Appraisals L.L.C.
SALE
# TOWN
1 South Windsor 6 B
2 South Windsor 175
3 South Windsor R 9
SUBJECT
South Windsor Be
SALES P
SALE # 1
SALE DATE 94/06
ACRES 23.54
PRICE/ACRE $10,620
ADJUSTMENTS
TIME _
LOCATION Q =
ZONE $2,000
SIZE $2,OW
QUALITY =
CONDITION =
NET ADJ3 $4,OW
INDICATED
VALUE/ACRE $14,620.
ADJUSTED SALES ARRANGED
INDICATED
SALE # VALUE/UNI
1 $146
2 $14,?
3 $13,!
DIRECT SALES COMPARISON APPROACH
Sales Analysis
The subject property is 9.89 acres of residentially zoned land. The property is well located in a
residential neighborhood with sewer and water. Its topography, configuration and soil capabilities lends
itself to development by zoning standards which are 30,000 SF lots. The economy continues to be
sluggish especially within the housing sector. South Windsor has had more recent residential develop
because of its location and suitable land base. Most of it has been with parcels that have been held by
developers for sometime with very few parcels being transferred. No valid sale sales for comparison
within the A 30 zone were found. Three sales in the Rural Residential zone that have occurred within
the last ten months were found to be the best available for comparison. These sales all occurred in
South Windsor and ranged from 10.5 acres to 31.7 acres with sales price per acre ranging from $6,309
to $10,620.
In order to develop adjustments to each sale to allow comparison sale one was used as the basis for
comparison because it is most similar to the subject with exception of zoning and size.
Based on estimated greater lot yield of A 30 zone over a RR zone of 20% a $2,000 per acre adjustment
can be extracted from sale 1 that reflects additional value of the superior zone A 30.
By comparing sales 1 & 2 with the primary difference being the percent of usable land and the lack of
sewer and water a quality difference can be extracted of $4,000 per acre. A size adjustment was then
extracted by comparing sale after a quality adjustment of $4,000 was applied to it. This yields a size
adjustment of $2,000 per when comparing a 10 acre parcel to sales 1 & 2. These adjustments are
estimates based on the limited market and will assist in comparisons to the subject.
Sale 1 6 B Governor's Highway 23.54 acres selling in June of 1994 for $10,620 per acre. This parcel
is well suited for development with RR zoning little wetland and good access in a developing area. It
is very similar to the subject in most respects. An adjustment for size and for zoning has been made.
With these adjustments made this sale is most similar to the subject.
Sale 2 175 Lawrence Street 31.70 acres selling in April of 1994 for $6,309. This parcel is well suited
for development with RR zoning but has 50% wetlands The developable portion is in the front and
has good access in a developing area. It does not have sewer and water. An adjustment for size,
zoning and quality was made. With these adjustments made this sale is similar to the subject.
Sale 3 Main 10.5 acres selling in November of 1993 for $7,619 per acre. This parcel is not well
suited for development with RR zoning it has limited developable land and a 630 feet access to the
street. It does have sewer and water. An adjustment for zoning and quality was made. With these
adjustments made this sale is still less desirable than the subject.
T. W. Henry
—41 — Real Estate Appraisals L.L.C.
Conclusion
The subs prop subject ro erty compares well to sales 1 & 2 they are recent and
are
toots ability to be fully
The adjustments made give credit to the subject for its superior g
as a result of limited wetlands, configuration and soil capability. Based on sales 1 & 2
developed
$15,000 per acre is estimated for the subject.
lzeb
Based on thi
s determination, the market value of the fee simple estate inr 601anad 300ABugust Sub Road
Rear South Windsor, Connecticut, via the Direct Sales Comparison App
$150,000.
VALUE
INDICATED VIA THE DIRECT SALES COMPARISON APPROACH, as of August
3,1994 is:
ONE HUNDRED AND FIFTY THOUSAND DOLLARS
$15,000/acre
T. W. Henry
—42—
Real Estate Appraisals I.1X,
RECONCILIATION AND FINAL VALUE ESTIMATE
ESTIMATED VALUES:
N/A
Cost Approach
Direct Sales Comparison Approach $150,000 $15,000/acre
N/A
Income Approach
The compara
ble sales approach is the most appropriate method of valuation for a vacant land parcel
with no a provals. The quality of information was reliable despite a limited number of current sales
P
within eight months that were reliable and allowed fro extraction o
there we
re three sales
adjustments and comparison. roach the value yields
Based on these consideration it is my opinion the market value comparison approach
a valid value estimate for the subject.
o pinion that the market value of the fee simple estate of 260 and 300
Based on this analysis, it is my
South Windsor, Connecticut, as of August 3,1994, is $150,00 .
Beelzebub Road Rear,
FINAL VALUE ESTIMATE, as of August 3,1994, is:
ONE HUNDRED AND FIFTY THOUSAND DOLLARS
$15,000/acre
T. W. Henry
—43—
Real Estate AppAppraisalsL.L.C.
ADDENDA
T. W. Henry
—44—
Real Estate Appraisals I,.I..C.
TUTOIAMX euo,aeae+•r••errea .
POW VSA CONNSaINT WA"ANTY DEW•SURVIVOYSHIP lu.r/e[mow Pry.,,,�yO��Ae.s.Ayq/and.N
i1191.4
I ll
voi 1 '7 r 7 ,
bV bu
� lbciltb��l . �a�nc. ► _
1 � � � '•
Know Jr. Thai We, JOHN W. BR.OI-IN and FIARGAI2ET A. BROWN,
both of the To�•,n of South Windsor, County
of Hartford and State of Connecticut,
I
for the consideration of ONE DOLLAR. AND OTHER VALUABLE CONSIUERATfONS
i
IP
i GALTANO IIAZZAtIO and CYNTiIIA AZZANO,
i received to our Lull sulis(uctiun o[ �
both of the Town of Ashford, County of Windham
and State of Connecticut,
do give, grant, bargain, sell and fonfiru► unto the said GAETANO BAZZANO and
CYNTHI;V bAZZANO,
and unto the survivor of them,and unto such survivor's heirs and Rssiglls forever
tract of. land situate, lying and being in the Town of South
all that
sindsoftherly
,DCounty OfRH adtanddbeing and Stounded a�dndescribednasltfollow3:
ze�
eel
I NORTHERLY by land now or forner17 of ticGrath Estate,
three hundred eighty-seven [387] feet;
EASTERLY by land now or formerly of Everett H- Johnson,
at al, one thousand four hundred thirty [1430]
feet, more or less;
SOUTHERLY by Beelzebub Road,
four hundred, [400] feet, more or less; and
WESTERLY by land now or formerly of Edward G. Norton,
et al, one thousand three hundred thirt7-
eight
[1338] feet, more or less
Excluding, however, from the above described premises all that from
certain
piece or parcel nofFlland
more
particularlyn to descert Fllbstingle and dKathleen
John W. Brown a 16, 1962 and recorded in the Southh Windsor
in excluded and
M. Stingle, dated July
om
bounded and de-
Records in Volume 91 at Page 193. Said premises being
the above described premises are more particularly
scribed as follows: ae of
Commencinq aisaoneoad
lthousanAnt in eninethundredherly iand sixtyl11960]zebub Rfeet
which p street
west of the interslineoofoBeelzebubtRoad asI►measuredralong the
4 and the northerly in a westerly
northerly line of Beelzebub Road; thence running
direction along the northerly line of Beelzebub Road, a distance
of one hundred twenty-five [125] feet to a point; thence turning
at an interior angle of 1030 57' and running in a northerly
direction in a straight line along land now or formerly of John
et
tance of two
ed
I
W. Brown at ux,aa ansinterior angleuofr760 300 and erunning in an 0
ly
thence turning.
five
easterly direction in a straight line along land now or former
of John W. Brown
pe.nt; thencetturning atance of eanu interior ndred eangle of
[125] feetland now or formerly
1030 57' and running in a straight line along
of John W. Brown et ux, a distance of two hundred (2001 feet to
the point or place of beginning.
terior angle with the first mentioned
Said last line forming an in
line of 769 3 r _
�1I
Vni
�11 3}iuue altl Yu JIL11b the above granted and bargained premises, with the
appurtenances thereof;unto them the said grantees, and unto the survivor of them,and unto
such survivor's heirs and assigns forever,to them and their own proper use and behoof.
�1111� ttlsn. we the said grantors do for ourselves, our heirs,
executors, administrators, and assigns, covenant with the raid grantees and with the survivor
of them, and with such survivor's heirs and assigns, that at and until the ensealing of these
presents
we are well seized of the premises, as a good indefeasible
estate in FEE S1b1PLE;and have good right to bargain and-sell the same in manner
and form its is above written►;and that the same is free from all incumbrances whatsoever,
except,as hercinbefore mentioned.
Ato Fnrtiieruture,
Je the said grantor s do by these presents
bind ourselves and our heirs,and assigns forever to
WARRANT AND DEFEND the above granted and bargained premises to them the said
grantees, and to the survivor of them and to such survivor's heirs and assigns, against all
claims and demands whatsoever, except as hereinbefore mentioned.
�1l �Iflitltess �Ill�errllf, we
have hereunto set our
hands and seat this lst day of December in the year of our Lord
nineteen hundred and Sixty-six.
Signed, Sealed and Delivered in presence of
John W. Brown
Edward R. Kuehn �l
aft
Marq et A. Brown
Helene A. Newberry
3�tMfe of Tollnertiruf, gt3. December 1, A. 1). 19 66
e (Qountg of HARTFORD
Personally Appeared JOHN W. BROWN and MARGARET A. BROWN
m 4 "
as.�
O mx
o.D
and acknowledged the same to be their
x�N Signer sand Scalar s of the foregoing Instrument,
�5 free aet and deed
brfore me.
Grantees' address: ward R. Ken , ,xRiif
o 0
O U q
Ashford, Conn.
�10 n0 p�q Commissioner q( the Superior Court
yy .n15
VOL 131 F0170 !V� c�..v.�.wd e14
��• H.nt.rd,Gnn.cticW
QUIT-CLAIM DEED Na Ise
Know All Men by 'These Presents
STEIN of the Town of South Windsor, County
THAT I MELVIN D.
of Hartford and State of Connecticut,
good causes and considerations thereunto moving, especially for ONE
for divers DOLLAR
received to my
full satisfaction of JOAN S. STEIN
of the Town
of South Windsor, County of Hartford and State o
Connecticut,
for myself
ha ve remised, released, and forever quit-claimed, and do by
these presents,
justly and absolutely remise,release,and forever
and heirs
QUIT-CLAIM unto the said JOAN S• STEIN
her au such right and title as
I the said MELVIN
heirs and assigns forever, wit any
any
D. STEIN an undivided one excel of land in a
to
have or ought to have in or to a certain piece or p of South Windsor,
ituated
n the
County improvements an
d ofiConnecticut and more particularly
County
bounded and described as follows: i
Pankowski
Commencing at a point in athe nd nowtorrformerly ofEdwardub Road at
land now or
the Southeast corner of 1 feet to a
thence running in a Northerly direction along
' et al; Two Hundred (200)
formerly of Edward Pankowski et erly corner of premises now or formerly
the Northeastthence running in a Westerly direction
' point marking formerly °frdward
of Edward Pankowski et al; feet w a point
the Northerly line of land now Fivc (175)
a long one Hundred Seventy- w. Brown
Pankowski et al, or formerly of John land now or
in the Easterly line of land now rly direction along
Thirty
et al; thence running in a NortheOne
W. Brown et al, One Thousand Two Hundreddirection
formerly of John point; thence running in an Easterly
(1,230) feet to a p ly of McGrath, Three Hundred Eighty-Seven
.along land now or fO�ethence running
in a Southerly direction along
(387) feet to a point; F. Bloz-1c, one Thousand Two Hundred
of Anthony the Northeasterly corner
land now 2 formerly point marking thence running
Eight (1,208) feet to a
or formerly of Edward V. Sayers eta of Edward V.
of land now feet to a point;
Y
in a �+'esterly direction along Land now 125fo�er y
One Hundred Twenty-Five ( )
Sayers et al, direction along land now or formerly
in a southerly feet to a
thence running Three Hundred Fifty thence running it a
of Edward V. Sayers et line of Beelzebuii°a of Beelzebub Road,
point in the Northerly the Northerly
Westerly direction along
One Hundred (100) feet to the point of beginning. Deed from
remises as described in a Warranty 1968
and being the same p Stein dated October 21,
or Land
Everett H. Johnson et al to M Lvin D. of the South Warranty
and recorded in Volume 126attPage
480ises described `in asWarranty
Records, excluding, however, 1959 and recorded
Deed to Edward J. Pankowski the
June 12,
Volume 72 at Page 183 of the South Windsor Land records,
Warrant Deed to Edward 3. Sayers
at page 4�+2'
and the premises descirb , 1969aand recorded in Volume
et al dated September 25
of the South Windsor Ia nd Records.
i
VOL31 PAGEM
To Have and to Hold,the premises unto
her the said JOAN S.
STEIN i
to her heirs and assigns,to the only use and behoof of the said
and
JOAN S. STEIN, her the said MELVIN D.
l heirs and assigns forever,so that neither I
STEIN
ereafter claim
nor any person or persons in my
n les or ame and bhalt�ie hall but they and everyone of
or demand any�r hprents be excluded d and f oreverpbarred. {
them shall by I
I ,
I' Town _. .. _._.. ....._ ��.
,I
i IN WITNESS WHERHOF, I
i ha ve
hereunto set my hand and seal this „9th daY of December 19 69
Signed,sealed and Delivered in the Presence of
MLVIN D. STEIN
. i;oIN A. LA H.S.
I .............».............................................................
...............«....................................................[L.S.]
STATE OF CONNE(MCUT kss. South Windsor
COUNTY OF HARTFORD j before me
On this 9th day of December 1969 rsre
A. Lassman me
Edwin
the undersigned officer,Pe
t4LLVIN D. STEIN
appeared coven to be the person bscribed to
whose name is',area suor
known to me (or satisfactorily p ) executed the same p
the within instrument and acknowledged that he/shasthay
poses therein contained—� f I hereunto set my hand »
In Witness / .. "��.... I
.�..••��.�.�.�.... .......«... f tie
........... !yy% cW... Commisrioncr o
Superior Court ;
t (� ♦A
Received .......�Jf..r..w...w.{.....«...19....(1 At.X..U1Q'..lvi. i
..«..».....»bout}'«.»
Rococded is. 170� i
Land Reds—VoL.•»..X»•«••..Page..»1...wr ...
Ilzel»Y; Van Sicklin•»,«„«,«Two Clerk
i
!
. QUALIFICATIONS OF THOMAS W. HENRY MAI
EDUCATION Storrs, CT
University of Connecticut,
Bachelor of Science, 1975 - Agricultural Economics and Managerial Finance
PROFESSIONAL CREDENTIALS 1992, #9769
MAI (Member Appraisal Institute) Designation, December, raiser
SRPA (Senior Real Property Appraiser) Designation, 1985 - Commercial Appraiser
Designation of the Appraisal Institute
. Continuing Education
General Real E fate Appraiser #0000285,
. Connecticut Certified
expiration date April 30, 1995. #RA4232CR,
Massachusetts Certified General Real Estate Appraiser
expiration date September 30. 1997.
Registered National Certification for Federally Insured Institutions
PROFESSIONAL AFFILIATIONS
Society of Real Estate Appraisers Chapter 123 - Board of Directors,Appraisal Practice- 1986
National Subcommittee for the preparation of Uniform Standards of Ap
1
to 988. 1989 to present.
98SRPA Experience Review Committee,
Ethics and Standards Review C tt�1993 to presentesent
MAI Experience Review Committee,
EMPLOYMENT HISTORY Appraisals L.L.C. from April 1994 to present.
Owner T.W. Henry Real Estate App Appraisals from 1989 to April
Senior Commercial Appraiser, George J. O'Connell Real Estate PP and quality control.
1994. Responsible for Commercial Appraisal Department, appraisalcontrol.
Senior Bank Appraiser, Farm Credit Banks of Springfield, 1982-1988, Agawam,
Massachusetts
praiser Branch Manager,Middletown Farm Credit Association
Senior Loan Officer/Senior Ap
1977-1982, Middletown, N.Y.
Loan Officer/Appraiser, Southern New England Farm Credit Association 1975-1977, South
Deerfield, MA.
EXPERIENCE appraisal of a wide variety of land including
Appraising since 1975. Experience includes the app ro ert as well as many
commercial and residential subdivisions,ocessing1 facilities in Connec industrial ticut and throughout the
types of agricultural land and p
northeast. raisal of commercial, industrial,
Appraisal experience from 1989 to the present includes app
a ricultural, retail and other type investment properties throughout central and eastern
g
Connecticut.
QUALIFICATIONS OF THOMAS W. HENRY MAI
EXPERIENCE Continued
Appraisal experience from 1977 to 1987 included loan workouts, borrower negotiations and
management of bank-owned properties as an officer and appraiser. Experience
was obtained in depressed real estate markets.
I have prepared appraisals for the following Government Agencies: Connecticut Department
of transportation, Department of Housing, Department of Environmental oFederal
Connecticut Resource Recovery Authority, Resolution Trust Corporation,
Deposit Insurance Corporation.
I have prepared appraisals for use with eminent domain, foreclosures, bankruptcies, estate
osed sale, proposed
settlements,assessment of damages,financing, deficiency judgements,proposed
purchase and partial interest.
. ained in New York, New Jersey, New England, Florida,
Appraisal experience has been att
Mississippi, Alabama, and Pennsylvania.
PROPERTY TYPES APPRAISED
000 SF;
Commercial investment properties including retail100 000 SF;eindustrs rial buildings fro 50,000 SF to m 10,000
office buildings ranging in size from 2,000 SF ,
SF to 250,000 SF; apartments from four families to 300 units; condominiums, residential
subdivisions, commercial and industrial subdivisions; agricultural�euconcentrat na horse g plants, ables dairy
agricultural production and storage facilities sucha juice
roduce storage, lobster pounds,
processing plants, controlled atmosphere fruit storage, p
wineries and dock facilities.
COURT EXPERIENCE
Federal Bankruptcy Court, Federal Court, Connecticut TestifiedSuperior
to foreclosure, deficiency
Hartford-New Britain, Rockville, Middlesex. pertaining
judgements, assignment of rents, divorce proceedings, eminent domain, real estate tax
appeals.
LECTURING
. Farm Credit Banks of Springfield: three four-day seminars on intermediate, introductory an
advanced level appraisal skills 1984-1988. appraisal of agricultural
State of New York Assessor's Association: one day seminar on
property.
St. Johnsbury, Vermont : one day seminar on appraisal of timber land seminar.
Watertown, New York: two day intermediate appraisal seminar.
Bridgeton, New Jersey: two day appraisal seminar on blueberries and fruit crop properties.
APPRAISAL LISCENCES
Thomas W. Henry MM
33 Wynding Hills Road, East Granby, Ct. 06026
(203)651-4034 Fax#(203)651-4049
State ',��t ,�.Q ctA `
'�p5. e Estate Appraisal Division
Department of Consumer Project • ' g� SER
CERTI�E`D -GENERA j P,
1 �
z•
e• �.if ication No . 0000285
ctive Date 05/01/94
THOMAS W HENRY
33 WYNDING HILLS RDL— a '� n Date 04/30/95
E GRANBY CT 06026
rRANST(/<Ir
COMMONWEALTH OF MASSACHUSETTS
CERTDGEN . RE-ALT•ES•TA-TEPAPPRAISE
ISSUPS••TH1S:L'ICgNSE TO
THOMAS W •HENRY%
tom'
33 WYNDING, HIL'*L,S R:D, 3
800 SILVER•' 4ANE
EAST GRANBY -.C:T�• .06026-0000
3792 09/30/97 698006
CONTROL# 709918
IMPORTANT
II this license is lost or destroyed, notify your Board at the
Division of Registration, 100 Cambridge St., 15th Fl.,Boston,
Mass.02202.
If name or address shown hereon is changed notify your Board
of correct name or address to Insure proper mailing of next
Renewal Application. Always refer to your license number.
License is subject to the provisions of the General Laws as
amended.It is a personal privilege, and must not be loaned
or assigned to any other person. Keep this license on your
person or posted as required by law.
4-/ emo fro"ll
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR,CONN,06074
�
TO 1994
� DATE August 4 ►
Marcia A. Banach
L
SUBJECT: BAZZANO RESUBDIVISION
(CHARING ROAD)
FOLD-
a reconstruction meet for the above
1994 at 9 •00 AM
There will be p August 10 ,
mentioned subdivision on
in the Sprenkel Room here at the Town Hall.
F. Shaw, K. Reichle,
cc: B. Davies, L. Braddock,
M. Stead, J. McCahill, S.W,P.D.
By CALl
M E M O R A N D U M
TO:
Marcia A. Banach, Director of Planning
FROM:
Jerry C. Iazzetta, Town Engineer
DATE: August 5 , 1994
RE:
CHARING ROAD SUBDIVISION - 94-11P
W e have reviewed the bond estimate form submitted for the
Charing Road Subdivision and recommend that the bond amount e
Cha g
set at $474 , 000 . 00 .
is a copy of the bond estimate .
Attached for your files
JCl/jsv
Attachment
1v4\C1'k
M E M O R A N D U M
TO:
Marcia A. Banach, Director of Pl nning
FROM: Jerry C . Iazzetta, Town Enginee
RE: BAZZANO RESUBDIVISION - 94-11P
DATE: August 15 , 1994
re the "Final" drawings dated 7-16-94 received August 5 ,
We have r Road Extension and have the
1994 for the Bazzano Resubdivision Charing
following comments :
Plot Plan - Sheet 2
_ - the existing shed shown on
At the northeast corner of property Lot nd not when lot
3 . This
South Windsor property encroaches onto to be resolved at this time a
encroachment needs
Town of
3 is sold.
ti
Miscellaneous
It is our understanding that the island will not be TheTow plot
1 • to the subdivision association. must to
property but belong
be
plan indicates that it is within the Town ROW.
resolved .
JCl/jsv
4-memo from
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR,CONN.06074
DATE Aug . 24, 1994
TO Maxcia A. Banach
L
SUBJECT: B11ZLot Subdivi,6 %anvon Chaxing Road)
FOLD- (
construction meeting Aar the above mentioned
1
There wiZZ be a ptce 1994 at 9 : 30 AM ,gin the Sp
et
ne,subdiv,i,,6ion on September , d)
Room. (Pxevious meeting a{� 8/ 10/94 canceZZe
cc: B. 1)avie/s , L. B
haddock, K. Reach.-e, M. Stead, 1. McCah,i,ty-,
F. Shaw, sWPD
Y
SOWN Sf,<
y � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONK. 06
074
AREA CODE 203/644-2511
SOR•Co
August 24 , 1994
Gaetano J . Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Appl #94-11P, Bazzano Resubdivision
Commissio
We are pleased to advise �ouththe
thePlanning
uctionlog two modeln
voted on August 16 , 199 approve
homes for application #94-11P . The condition placed on this
approval is that no Certificates of Occupancy will be granted
until the subdivision bond has been posted and the mylar filed.
Very truly yours ,
PLANNING & ZONING COMMISSION
Marshall Montana, Secretary
MM/pmm
cc: Town Engineer
Chief Building Official
Assessor
Supt of Pollution Control
IWA/CC
Fire Marshal
.............. . .. ..... ..
�p'NN SE4O-P S,0�
2
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 203/644-2511
SOR•Co
August 24, 1994
Gaetano J. Bazzano
360 Beelzebub Road
South Windsor, CT 06074
Dear Mr. Bazzano:
Re: Application #94-11P, Bazzano Resubdivision
to
in
Please be advised that the Planning and Zoning C A bond o�tl tter of con geditust lin this amountestablish
be posted
ted
mmission v
the amount of $474,000 for the subject application.
prior to the filing of the myalr in the Town Clerk's office.
Very truly yours,
PLANNING & ZONING COMMISSION
Marshall Montana, Secretary
MM/pmm .
cc: Town Engineer
.. ..............
t�y�N
1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
9 AREA CODE 203/644-2511
August 30 , 1994
Gaetano Bazzano
260 Beelzebub Road
06074
South Windsor, CT
Dear Mr . Bazzano :
Re: Appl 094-11P , Bazzano Subdivision
Please be advised that,
in accordance with the requirements of
en space for the above-refere ce
Connecticut General Statutes and theSouth Windsor Subdivisiova
the fee in lieu of P raised
lue
Regulations , This amount is 101 of the app
subdivision is $15 , 0a0 . approval .
of the subdivision land prior to subdivision
Ls at the=_ time of the initial
This fee is payable on a per-lot bas�h of the total amount is due with
conveyance of each lit . One-eleven
each lot conveyance .
a check payable to the Town of
r must be delivered to the Planning Department . It will
At or before conveyance of each lot' fund in accordance with the
South Windso
then be deposited into an open space and 8-25B as
requirements of Co nnecticut General Statutes 8-25
amended .
Of this letter will be filed e o
nblg the
ation records
eachslotthat
A copy ers will be aware of th
potential buy
Very truly yours ,
Marcia A. Banach
Director of Planning
MAB/pmm
cc : Chief Building Official
10.NN Se44
rn . . r I.�}7/j� V/ �L_J w�
C U t!a"'
y f, 1540 SULLIVAN AVENUE SOUTH WIN DSOR, CONN. 06074
AREA CODE 203/644-2511
SOR•Co
September 1 , 1994
Gaetano Bazzano
260 Beelzebub Road
South Windsor, CT 06074
Dear Mr . Bazzano:
g - Appl #94-11P, Charing Road Extension
Re: Preconstruction Meetin
IN ATTENDANCE
Ron Gerber Gerber Construction .Company
875-6684
616 Dart Hill Road, Vernon 644-2531
Karl Reichle Town of South Windsor 646-6289 x 368
Art St . Louis Cox Cable
801 Parker St, Manchester 291-8755
g
Desi n Professionals , Inc .
Bob Arsenault
441C Governor' s Highway, S W 644-2531
Mel Stead Town of South Windsor 648-6211
Sgt . Gerald Lewis SWPS
151 Sand Hill Road 644-2511 x 240
A B Davies Town of South Windsor 645-1193
Bill Bellock Em Jon, Inc .
99 East Center St, Manchester 644-2511 x 229
John McCahill Town of South Windsor 644-2511 x 252
Michele Lipe Town of South Windsor 725-4514
Carroll F . Bingham SNET
40 Brainard Rd, Hfd, 06115
The following is a brief summary of points discussed during the
meeting .
Erosion and Sedimentation Control
1 . All erosion and sedmmovinloo e�ationsminseach area are tande in
lace prior to earth
maintained/cleaned out durin construction. Call
Zoning/Wetlands Enforcement Officer for inspection when measures
are in place, prior to commencement of site work.
2 All topsoil stockpile areas to be protected (ringed with
haybales or equal ) .
3 . During construction of the road/driveway a crushed stone
tracking pad is to be installed and maintained to minimize
Gaetano Bazzano _ 2 _
Application #94-11P September 1 1994
tracking of dirt/gravel onto Charing Road . Calcium chloride or
water is to be used for dust control as required .
Public Works
1 . Four complete sets of approved/revised plans to be provided to
Town prior to start of construction .
the Planning Department alongPlans They will be stamped by
approved plans are to be used on the job site .
needs . Only
2 . The Public Works Department is to be notified forty-'ei ht 48
hours prior to the start of major construction work with ( )
inspections and testing per Developers Checklist requested for
the following:
a . After site is staked out
b. All drainage work
C . Preparation of subgrade, compaction tests as requested by
the Town
d . Preparation of subbase, six ( 6 ) inch lifts
e. Placement of bituminous concrete, 2 inch layers
3 . Certification of gravel used as subbase will be required by an
approved testing company.
4 . No subgrade formation/base in frozen ground/snow. Same for
Pipe/structure installation .
5 . As built plans are to include horizontal and vertical location
of all underdrains, footing drains, and sanitary sewers located
as per revised as-built checklist .
6 . All pipe and structures to be backfilled with free draining
material, compacted in maximum one foot lifts with approved
compacted equipment or approved equal if deep trench is
encountered. Any pipe or structure work requires inspection
prior to backfilling.
7 . Any problems and/or questions regarding construction of this
project will be direct to Ron Gerber in the field.
8 . All filling to be done in accordance with Department of
Transportation specifications . To be compacted in maximum
. lifts and tested as necessary.
9 . Job meetings will be held as needed, and can be called by the
developer or Town.
10 . Forty-eight ( 48 ) hours notice needed for certificate of
occupancy inspection . Two week review period ( 10 working days )
needed for all individual site ( lot) plans prior, to issuance of
building permit (may be longer if application is incomplete) .
See general guidelines for certificate of occupancy and
building permit procedures .
Gaetano Bazzano - 3 - September 1 1994
Application #94-11P
11 . Any proposed changes are to be presented to the Engineering or
Planning Department prior to implementation on change order
form in triplicate . Town will attempt to turn around within 24
hours .
12 . DOT Permit needed for all work within state road . Copy to the
Planning Department .
13 . No paving after October 15 or before April 15 without written
approval from Director of Public Works .
14 . Normal hours of operation 7 : 00 a .m. - 5 : 00 p.m. , no work on
Sunday.
Planning Department
1 . See attached letter re: Fees in Lieu of Open Space .
2 . Two model homes have been approved . No CO' s issued until bond
has been posted and mylars have been filed.
3 . Drainage Assessment fees as required $550 .
4 . Liability insurance must be submitted .
W.P .C .A.
SNET/NU
1 . Contact utilities for coordination of utilities connection .
IWA/CC
e set of plans
1 submittedrtot the pInland Wetlandsies of the r shall be
Agency/Conservation
Commission.
2 . A bond, to ensure compliance with Erosion & Sedimentation
Control measures , in the amount of $10 , 000 shall be submitted .
shall
are
3 deeds for
areasoassoccciatedlwithndthelwetlandsndtowardst e the rear
of the property.
Fire Marshal
1 . Blasting ( if required) to be coordinated with the Fire Marshal .
Police Services
1 . Emergency phone numbers for the duration of the construction
must be provided to Police Services on a company letterhead .
If the developer occupies or owns the building(s ) after
construction emergency numbers must be provided to Police
Services .
Gaetano Bazzano - 4 - September 1 1994
Application #94-11P
2 • All buildings located on property which abuts a public highway
must be numbered . Such number( s ) (address ) shall be visible
from the street . All numbering shall comply with Town
Ordinance 6-800 thru 6-802 .
3 . Barns , garages , and outbuildings which are located on the same
Premises as' a numbered structure are excluded .
4 • Erect temporary sign on the site during construction
identifying the project .
5 . If an alarm is to be installed contact Police Services .
6 . Ensure traffic flow (one way) is clearly marked.
Building Department
1 . Plan review with Building Official/Fire Marshal required prior
to application for building permit . Coordinate with Chief
Building Official .
Very truly yours ,
Michele R. Lipe
Assistant Planner/Analyst
MRL/pmm
cc: Jerry C . Iazzetta, Town Engineer
Gerald Lewis , SWPS
Karl Reichle, Public Works
Mel Stead, Public Works
George Parkhurst, CUP
Minh V. Le, SNET
John R. Collins, Chief Building Official
Fred Shaw, Superintendent of Pollution Control
� �T-6N.fT+avtJ
�iE/LOCATION '��"�
PROJECT NAB
APPLIC.xTION
NOTE TO TyiE FILE:
Re:
Gr"x CcW%nO1 coo
gy
Or= L s G f1+Mt� S i2)
7 �i�J S ✓•t t'
o �Al 2 1
S L NQ C
vN �s
Cum;-zxrn 7.=
Signatur
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON Phone No.
Address :
Site Name P&Z No.
Owner ,, Phone No.
Contractor
Signature of Owner K Date:
Signature of Design Engrg. '-r Date:
CHANGE: (Describe location and �atur6' 6`f change Include
three (3) copies of plan/profile of Change. )
Reason for Change: (Why is change required)
APPROVALS: (As Required)
Dir. Of Planning Date:
Town Engineer Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
TOWN OF SOUTH WINDS
OR INSPECTION REPORT
DEVELOPER:
pp vJ CONTRACTOR:
30
STREET: TIME:
DATE: INSP:
WEATHER: f r �
WORK IN PROD r-7 �/✓ �- N�
O� �Z / � lSv�✓� 2t7MDri'L�v
L-
AREA OF CONCERN L
Al
SPECIAL INSTRUCTIONS:
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL: Phone No 31-
CHANGE ORDER CONTACT PERSON
Address P&z No
Site Name Phone No
Owner
Contractor L
t Date: , ILL
4
Signature of Owner
Date:
Signature of Design Engr-
CHANGE: (Describe location and'nAtiire of change. Include
three (3) copies of plan/profile of Change. )
2
-------------
Reason for Change: (Why is change required)11
W.
APPROVALS: (As Required)
Date:
Dir. of Planning
Town Engineer
Date:
Dir. of Public wo rks_ Date:
Other:
STAFF COMMENTS:
White - Town Engineer
Pink - Director of Planning
Yellow - Applicant
L3.1A1�1CsJ� QP�� �Z
�'Catit�
tit 70 m►e.�l,��
1
7�
EE tJore �M�� ausa ��
I i S►n'fs ASS�L��GT4+i (�ASi J
} AxttGio �o�v o� o�s1►
RECENEG
OCT 4 1994
SOUTH WWDSOR
MG.DEFT
10 6
p„s.,xr F+wt
I �
,�. � 1 is A� N•rL � �
gip+, Vol'
//!/��� • fi. Sites
FWWT
�sxJR 6"CAtk�E7
:4-1?' 1 rltulvl 1ktNIL OVACZ) r-L y� e $
1 �►
VJA
6-4
R�cEn�EO
OCT Vtl 1994
ORGA RE
Tree&Shrub Pres®rvatiOn P. O. BoX 246 • Bloomfield, 6002 • 24
°Environmentally Conscious' 61 8
prganicare has evaluated tht.h�`The 'information located
Compiled the
bY
two islands per your reques
Organicare is based on the soil gra thde change, goal type,
the size and types of shade trees and overall health
and condition . With this information Organicare' s
recommendations are as follows'
There are four oak trees that need oval
the placement,
root loss during grade change.
s do not have a
by the rood, these oak tree substantial
root system to provide ample support or anchorage.
adurin
trees are a hazard and are succerptable to falling g
stormy weather.
All other trees on this property should have a management
schedule as follows, for survival during and after
construction,.
ound the drip line of trees near
a) Heavy compaction ar
road . There will be some root dieback from
this construction and 25% of the crown of each
tree should be pruned out (Class II pe"uninq ,
_ deadwood ,
suckers, interfering limbs, etc. NAA
National Standards)
undesirable
b) Seleectively thin sir tircul,�taonl small �,dallowing more
traces to improexist trees to grow to prohibit
room for existing
competition for water and nutrients.
c) Oeeproet feed withor� imicrenutrients�rplus
containing secondary
nd o and
a goal conditioner uutheetreesoneptsto the aen om�dte
compacted soils arond
in the high traffic area.
NOTE: It is advisably,
mostly for estithoticta, to plant
some type of understory broadleaf evergreen shrubs,
.which will give same color and contrast , EMountain
of some- types of plants arse' Rhododerndrons,
Azalea, etc • Planting shade trees will
Laurels compete with -existing trees for water and
nutrients.
Prepared byt Todd a . Harrington /_ ORGANICARE
Consulting Arborist
License # 623181
Professional Fees For True Evaluation. . .$15g.00
. . . . . . . . .
Sales Tax . . . . . . . . . . p0
00 M
Conn . . . .$159 .
"fotal . . . .
. . . . . . . . . . . . • • • • • ' ' ' ' ' ' ' Printed on RO tad Paper
d
WILLIAM 9. BBLLOCK RECEIVED
P.O.Box 205 'E
Manchester,Connecticut 06045 D EC 9 1994
(203)645-1193 so.wWI= '
PLANNING DEPT. �
December 8, 1994
r
Mr. Jerry C. Iazzetta, Town Engineer
Ms. Marcia Banach, Town Planner
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Charing Road Extension
Dear Mr. Iazzetta & Ms. Banach:
On behalf of Charing Road Limited Partnership, I am
requesting a reduction of the required subdivision bond
in the amount of $380 ,766.87 ($474 ,000 - $93 ,233 . 13) .
The $93 ,233 .13 figure is inclusive
of all work not completed
as of this writing (Item 21 , Asp LP
for Saturday, December 10) and the requi Curbing scheduled
red 25% contingency
amount.
I have enclosed for your review the Bond Estimate Form and
have highlighted those items not completed. Given
nhthe timeof
of year I would greatly appreciate an expeditious
this matter and a recommendation to the South Windsor
Planning and zoning Commission when they next meet, Tuesday,
December 13 , 1994. As always, thank you for your time and
consideration.
Very truly yours,
William J. Bellock
For Charing Road Limited Partnership
Enclosure
MEMORANDUM
TO: Marcia A. Banach, Director of Pla ing
FROM: Jerry C . Iazzetta, Town Engineer
DATE: December 12, 1994
RE: CHARING ROAD/BAZZANO SUBDIVISIO
We have reviewed the request for a bond reduction for the Charing
Road/Bazzano Subdivision and recommend that it be reduced to
$144 , 000 . 00 .
Attached for your file is a copy of the bond estimate .
JCl/jsv
Attachment
............... . .
TOW19 OF SOUTH WINDSOR
'eR0.i1;C'P s J�t ,CL�_ --�'�T BOND HSTMTB FORM
STREET:�'ti�l4.J��•-•,GSA
1994 CALFIMAR XLAR
ENGINEER t_ s�G^L r$oFESs ioti�
DATE- 7�5�9f� - , Bond Bond
Unie Reduction Reduction
Coat No. ]. No. 2
Unit n ity Price D�
1 clearingLS_ & Grubbing _
2�.Strip & stockpile ---
_ To soil CY -
3 . Earth Excavation
(Excluding Roadway CY Z S 10.00 Z 5 0
_ & Trench _.._------------•-- _ .�- - -
4 R�oa_dwa� Exc tion CY
�-ICS 0 12.00 Z� 000•
o
r
5. Earth Trench Exc. 0-4 CX_ _- 3 10.00 "3
6. Earth Trench EXC . 0-10 CY 1Z.OU
rzs
-_.. �Z�
7 . Earth Trench Exc. 0-15 CY 15.00 -7
a. Earth Trench Exc, 0-2 0 CY ----------
18.00
o Roadway Exc (Rock)
CY _,________--- 50.00
CY 50.00
10_ Rock Trench_ ExcJ,•U�4_„-. --
�Y 75.00
11, flock Trench Exc. 0-•10 ------
0-13 CY 100.00
12. Rock Trench Exc. --
13 . Rock Trench Exc. 0-20 CY
150.00
Lit ,, Formation of Subttrade - SY 1.30
CY I7�I`�_____ 20.00 3 .°0
15. Sub ase Gravel - - -
00 O
TONS_
16. •Processed A_g,RrP ate
17 . CRu_ 0 Borrow
CY
CY 15.00
18. Gravel. Borrow
19. II�Z Bit. Concrete r 50.00 0. '
Class I TONS
Q 6 7,r
20, I/L " Bit. Concrete ZCJL�j 55.00 tj
Clans IZ TON3
Z av 3.00 rTt
21. 6" As halt Li Curbin LF z5100
�s�•LE CuL-DIE-Se a SY -Z 5 -
27
*varies
Sub-Total S -
Page 1
9Z:St G5.ZZ AHhi
TSZ2-Vir9-£OZ: QI 80SGNI(h H1f10S �0 Nm01
)ND"'EST.TMATE FORM
Bond Bond .
Unit Reduction Reduction '
;eat Des r Cion Unit Luantity Price cost No. 1 No. 2
). Conc Sidewalk 4' Wide LF 30.00
,ORM DRAINACL SYSTEti
)r1FoENTs_
+. 60" RCP Class- In Place LF 130.00
5. 34" RCP Class- In Place LF 100.00
5. 48" RCP Class_.In Place LF 75.00
7. 42" RCP Class_ In Place_ LF 65.00 T� o
3. 36" RCP Class- In Place LF 8 60.00
3. 30" RCP Class_ In Place LF 30.00
�. 24" RCP Class- In Place LF 42.00
L. 21" RCP Class-In Place LF 40.00
L. 18" RCP Class-In Place LF 33.00
3. 15" RCP Class-In Place LF _�6� 30.00 ZZ
JLYETHENE PIPE
4. - 8" ADS-N-_12 or Equal 21.00
5. 10" ADS-N--12 or Equal- ZZ.50
6. 12" ADS-N-12 or Equal 24 .00
7. 15" ADS-N-12 or Equal 25 .50
3. 18" ADS-N-12' or Equal 28.00
NDERDRAINS
9. 6" PVC SDR 35 In place IMF 15.00
0. 8" PVC SDR 3S In Place LF 20.00
.IPRAP
,1. Modified Riinap CY 45.00 -
�2. Intermediate Riprap CY 45.00
13. Standard Ri ra CY 45.00
341 53S��
,age 2. Sub-Total $,_„___ .......
el A nA . i Z.&t..T 7 T 14!I I T 0)(`_It tz 0 .(I.fk 7•0 T Yf.1L.Q.l TM.
lOt1D ESTIMATE FORM
zl/214
Bond Bond
Unit Reduction Reduction
Ctem Da8cription. ..Unit Quantity Price Cost me. 1 No.
)RAINAGE STRUCTURES
,4. Type "C" Catch Basin EA Cv 1500.00
t5. TYPO "c" Double Grate EA 3 2000.00
,6. Type "C-L" Catch _Basin F.A 1500.00
''7. Manhole EA 1500.00
4g, Manhole wJDrop Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000.00
30. Headwall EA
51. Endwa l l IA
--Box Culvert
i 2 LF-
i3. lg" Flared End EA 450.00
i4. 18" Flared End EA 500.00
i5. 24" Flared End EA 550.00
i6. 36" Flared End EA 850.00 k-7 O 0
7
10' Wide
58. Gravel Access Road LF 15.00
39. Reset M.H. or C.B. EA 550.00_ -_
;ANITARY SEWER COMPONENTS
50. 12" PVC In Place SDR 35 LF 40.00
31. 10" PVC In Place SDR_33 _LF _ _ 37.00
3�0
i2. 8" PVC In Place SDR 35 LF - � 35.00
i3. 6" PVC In Place $DR 35 LF 30.00
k varies
GI► a5'� 1700
Page 3. Sub-Total $_
• 4
tn,.i RnwoN ,)7_r-T V . ?T .IHW TRJC_bh�]_CN•ilT vncn►i- ,: .:onno -in ►imni__
OND 157,WATE 1241Z14-
Don d Bond
Unit Uduetion Reduction
:tem Description Uail AApantitT Price Coat No. .1
ANITARY SEWER STRUCTURES
4. Sanitary Manhole EA 2 1500.00 3000
�5. Sanitary Manhole
w/Drop Inlet EA 2500.00
6. Sanitary Manhole
over 10 FT. EA 2000.00 0 00
�7.
F3.
STRUCTURES & MISC. ITEI.IS
9. Retaininti Wall EA
o. Fence
(Type: EA
1. Guide Rail
(TYpe: EA
2. End Anchorage
(Type: ) EA
3. Guide Post EA 100.00 _
4 . Pavement Marking LF 1.50 MEWNW60W
S. street _Signs EA _ __.1 _ 75.00 7r
6. Traffic Signs EA Z- 75.00 4211 V
7. Street Lights EA r_3 1000.00 3 o D o
'8. Furnishing
/Placing To2soil Sy 2.50 CSO
9. Fertilizing, Seeding /// DDo
and MulchingSY oO 2.50
:0. Trees Sme IAuos<�",u6� EA 150.00
u. Maintenance/Protection
of Traffic LS
32. Construction Staking LS
varies
1
)age 4. Sub-Total. $i� '4Rt=*PO .
cn• .a oo • nu' 07•c T f:A 7 T A WW T g c_nMa-cn� rt_T_ vn"mtm___u.j_nne _4a --mmaj _
BCNU ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Aeacripeion Unit guantitj Price Coat , N
rep
83. AA-Builts LS * 7
Zsbo
84. Iron Pins_ EA 100.00 33aa
85. Concrete Monuments EA D 250.00 Of ZSDD
hr=T 00
86. Landscapitig(Arfl,'-+p_! /�D
LS _ * �
87. Driveway-Bit. Conc . SY
88,
89.
90.
Z7r0 Z7Oz0
Sub-Total $
Sub-Total Page l $
Sub-Total Page 2 $ 0 34-�93.� 7 pD
Sub-Total Page 3 $ !�$Z¢1 Zb�?�'�••�
Sub-Total Page 4 $ 3 ,
Sub-Total Page 5 $ -^ =_�-)� oZ D
378,&,4-(
Sub-Total
231 Contingencies x Sub-Total! $ . =
443, 30
TOTAL S� r
Ivor doAOE /0G�����3
/ol d�w�- 3 �•�09./9
* varies _
Page s. d5fY �14410 p�
10 Srq
o
C U
2 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CONN. 06074
SOR•c0� AREA CODE 203/644-2511
December 16 , 1994
William J. Bellock
Charing Road Limited Partnership
P O Box 205
Manchester, CT 06045
Dear Mr. Bellock:
Re: App # 94-11P, Bazzano Subdivision/Charing Road Extension
This is to advise you that the Planning and Zoning Commission voted on
December 13 , 1994 to reduce the subdivision bond for the
above-referenced project from $474 , 000 to $144 , 000 .
A bond or letter of credit in this amount must be posted prior to
issuance of building permits .
Very truly yours,
PLANNING & ZONING CO ISSION
Russell G. Levack, Chairman,-
RGL/pmm
cc : Town Engineer
WILLIAM 9. BBLLOCK
P.O.Box 205
Manchester,Connecticut 06045
(203) 645-1193
April 7 , 1995
Ms. Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Charing Road Extension
Dear Ms. Banach:
I would like to propose the following changes on the planting
schedule for the "island" :
1 . The plan calls for 775 one ( 1) quart lilies. We have
only been able to find two (2) quart lilies which are more
mature and will flower this year. Given the recommended
coverage area for each flower and the increased size of the
flower, I would like to reduce the total number of plants by
225, or approximately 30%.
2 . The plan calls for eleven (11) Canadian hemlocks
which have a tendency to be prone to disease. I would like
to replace them with hardier Douglas firs.
3 . The plan calls for seven (7) white pines. The
dropped needles from white pines tend to retard the growth of
grass and other ground cover. Also, as evidenced at
Birchbriar, the white pines are difficult to keep hydrated.
I would like to replace them with Colorado spruce.
Weather permitting, I would like to start the landscaping of
the island immediately. As always, thank you in advance for
your time and consideration.
Very truly yours,
William J. Bellock
For Charing Road Limited Partnership
cc U & R Construction
SOWN St
w r Tov-,I�n O-P SOU A ?V
c
9 ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOe•CO'�w AREA CODE 203/644-2511
April 20, 1995
Mr. William J. Bellock
P.O. Box 205
Manchester, CT 06040
Dear Mr. Bellock:
We are in receipt of your letter dated April 7, 1995 regarding changes to the landscaping plan
for the Charing Road Subdivision.
We have reviewed your proposal and approve the proposed changes.
If you have any questions regarding this, please contact the Planning Department at
644-2511, ext. 253.
Very truly yours,
Michele R. Lipe, AICP
Assistant Planner/Analyst
WILLIAM9. BBLLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203) 645-1193
May 9 , 1995 %`5a
Ms. Marcia Banach
Mrs. Marshall Montana
Town of South Windsor MAY 9 1995
1540 Sullivan Avenue
South Windsor, Connecticut 06074 South Windsor
Re• Charing Road Extension Manning & Zoning Commisslog
Dear Ms. Banach and Mrs. Montana:
After my meeting with Mrs. Montana at the above referenced
subdivision I spoke to my site contractor, an arborist and
the site landscaper. They are all in agreement that the two
trees in question should be removed and the island regraded
accordingly. Both trees have suffered substantial root
damage and have experienced some limb loss. It is impossible
to regrade the area between the trees and the curb line in
a way that would retain ground cover over the already exposed
root systems and eliminate the possibility of erosion of the
bank. If a wall were constructed to maintain the snow shelf,
the root systems would have to be cut so close to the trees
that there would be immediate further limb loss and no
anchoring of the tree. Furthermore, there is the very real
possiblity that because of the root loss either tree may fall
in a storm or heavy rain when the ground is saturated. I
would imagine that the liability for such an occurence would
be born by the owners of the island, Charing Road Homeowners
Association, Inc. not the Town of South Windsor.
I have enclosed for your review the Planting Plan and
pictures of the island and trees. As you will note, a
weeping willow, hemlock and dogwood are to be planted in the
area of concern. Once again, I am requesting that I be
allowed to remove these trees and replace them with two trees
properly located on the island.
Very truly yours,
William J. Bellock
For Charing Road Limited Partnership
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE
FOR SITE & SUBDIVISION
GENERAL:
CHANGE ORDER CONTACT PERSON �r , Phone No.
Address
Site Name - _ r P&Z No.
Owner Phone No
Contractor
Signature of Owner <' { .r n' 4 _ Date: r
r
Signature of Design Engr. Date:
CHANGE: (Describe location and nature of change. Include
Four (4 ) copies of plan/profile of Change. )
Reason for Change: (Why is change required)
APPROVALS: (As Required)
Dir. Of Planning Date:
Town Engineer Date:
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer Yellow - Applicant
Pink - Director of Planning Goldenrod - Engineering Department
WILLIAM 9. BELLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203)645-1193
,1 U L 1.4 1995
July 14 , 1995
South Windsor
Planning & Zoning Commission
Marcia A. Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Bazzano Subdivision, Charing Road Extension
Dear Ms. Banach:
I would like to request a reduction in the subdivision and
wetland letters of credit on the above referenced project.
Very truly yours,
���-- 9
William J. Bellock
For Charing Road Limited Partnership
WILLIAM 9. BBLLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203) 645-1193
July 17, 1995
Ms. Michele Lipe
Planning Office
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Re: Charing Road Extension
Dear Michele:
I have instructed DPI to provide you with quantity take-offs
pursuant to my bond reduction request. All road and planting
work have been completed and DPI is working on the as-builts,
pins and monuments. They are estimating the cost of that
work to be $7 ,150 . In light of that, I am requesting that
the bond be reduced to:
Maitenance Bond $47,400
Work Remaining $ 7 ,150
25% Contingency $ 1,787
TOTAL $5 6 , 3 3 7
As always, thank you in advance for your time and
consideration.
Very truly yours,
William J. Bellock
For Charing Road Limited Partnership
JUL-21-95 FRI 09 :21 RESIGN PROFESSIONALS INC 203 2?1 8757 P. 01
Post-V brand fax transmittal memo 76711 r of pages►
To Froffi
Co. - o ept , 1r Phan.
Resign
ofessia►nc ls, inc. Foxe _
civil engineers • planners a surveyors
■
July 21, 1995
Marcia Banach, Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Marcia,
Re: Charing Estates
As of this date, the only rerr!ai»ing ltej s to be done to complete all work listed for
Bonding are the roadway as-builts, lot pinning, and street monumentation. This work is presently
underway with anticipated completion by mid to late August. The bond value of these items is
$ 7,150.00.
Therefore, on behalf of William Reflock, 1 am requesting a reduction to maintenance bond
plus the$7,150,00 for the incomplete items. The present bond for the project would need to be
renewed very shortly, so we would appreciate any help in achieving the reductions as soon as
possible.
Sincerely
Y
Robert J, Arsenault, P.E.
principal
cc: William Bellock
� 711r i r�
I 41�ltI I ?I11 f� l 3uu111 Wjl,1d orl GT 00074 �203) Q01 8766 . FAX: (203) 291-8757
"OW N SE4 ®a
o
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR.co��,�v AREA CODE 203/644-2511
July 26, 1995
William J. Bellock
P 0 Box 205
Manchester, Ct 06045
Dear Mr. Bellock:
Re: Application #94-11P, Bazzano Resubdivision
This is to advise you that the Planning and Zoning Commission voted on July 25,
1995 to reduce the IWA/CC bond for the above-referenced project from $10,000 to
$5,000.
Please forward an amendment to the bonds we are currently holding showing this
reduction at your earliest convenience.
Thank you.
Very truly yours,
PLA 'Nq k & ZONING OMMISSION
Russell G. Levack, Chairman
RGL/pmm
cc: Town Engineer
� s
TOWN OF SOUTH WINDSOR
STREET: 'G1{•�jg��Lle__•.�so/� BOND HSTIMTB FORM '
;NGINEERt 1994 CALMAR Y$AR Q
DATE: 14
Bond Bond
Unit Reduction Reduction
Item Description _ unit Quantity Price Coat No. 1 No. I
1. Clearing & Grubbing LS -
2. Strip & Stockpile
Topsoil CY /500 _ 2.00 3 000,
3. Earth Excavation
(Excluding Roadway _
& Trench CY BZS 10.00 Z50
4 Roadway Excavation CY Vies 0 12.00 ZI 1 000.
5. Earth Trench Exc. 0-4 CY 4.4 3 r 10.00 '3 S O
6. Earth Trench Exc. 0-10 CY -50,5 12.00 do3o0 ,
7. Earth Trench Exc. 0-15 CY 4Z5' 15.00 -75•
8. Earth Trench Exc. 0-20 CY 18.00
9. Roadway Exc. (Rock) CY 50.00
10. Rock Trench Exc� CY -� 30.00
11. Rock Trench Exc. 0-10 CY 75.00
12. Rock Trench Exc. 0-13 CY 100.00
13 . Rock Trench Exc. 0-20 CY 150.00
14 . Formation of Subgrade SY 3015;0 1.30
15. Subbase Gravel CY 17-1`5 20.00 3z/ 9 °a
16. 'Processed A rP ate TONS 7 18.00
o
woo
17 . Common Borrow CY 8 S 10.00 / 5 D - _
18. Gravel Borrow CY 15.00
19. 1 I/z " Bit. Concrete
Class I TONS Z 50.00 14, ?,TO
20. 1 1/y " Bit. Concrete p 1S 6 7r
Class 11 TONS' ZPj __ 33.00
21. 6" Asphalt UR Curbin LF Z
av 3.00 7770,
z5•00
22. 0mol ste SY 5A=m ._
*varies
z i 7, 59a ZG�2/a g 70 0
Page 1 Sub-Total $
800* ON 9Z: ST V6, ZT ',H14 T 8 2-9-V-V 9-20Z QI_ 21mmim_ Hlras n t+mp i
()IIU.-EST?MATE FORM �"/�2(¢ /��� �q.�••
Bond Bond
Unit Reduction Reduction
hem Description Unit ouantitT price Cost No. 1 No. 2
3. Conc Sidewalk 4' Aide LF 30.00
TOM DRAINAGE SYSTEM
oriPONENTS
4. 60" RCP Class- In Place LF 130.00
5. 54" RCP Class- In Place LF 100.00
6. 48" RCP Class-In Place LF 75.00
7. 42" RCP Class_ In Place LF 65.00
S. 36" RCP Class_ In Place LF 60.00 U• 28 '"�
9. 30" RCP Class, In Place LF 30.00
4. 24" RCP Class_ In Place LF 42.00
1. 21" RCP Class In Place LF 40.00
2. 18" RCP Class-In Place LF 33.00
3. 15" RCP Class-In Place LF M6, 30.00
)LYETHENE PIPE
4 . 8" ADS-N-12 or Equal 21.00
5. 10" ADS-N�12 or E ual 22.50
5. 12" ADS-N-12 ur Equal 24 .00
7. 15" ADS-N-12 or Equal 25 .50
3. 18" ADS-N-12* or Equal 28.00
NDERDRAINS
9. 6" PVC SDR 35 In Place LF 15.00 `
0. 8" PVC SDR 35 In Place .LF 20.00
IPRAP
1. Modified Ri ra CY 45.00 _
S 247 z47X-
2. Intermediate Riprap CY 45.00 4--ka
3. Standard Riprap CY 43.00
3413r
age 2. Sub-Total $ •�°F"T'1'�
is011D ESTIMATE FORM
• Bond Bond
Unit Reduction Reduction
Item nescription Unit __Quantity Price Cast No. 1 Igo. 2
7R.AINAGE STRUCTURES
44. T e "C" Catch Basin EA. 1500.00 FOOO .
t5. Tyne "C" Double Grate EA 3 2000.00 e0 000 .
46. Type "C-L" Catch Basin EA 1500.00
97, Manhole EA 1500.00
48, Manhole wIDrop Inlet EA 2500.00
a9. Manhole Over 'fen Feet EA 2000.00
30. Headwall EA
51. EndwaII EA
Box Culvert
j2. Y. LF
A. 13" Flared End EA 450.00
i4. 18" Flared End EA 500.00
55. 24" Flared End EA 550.00
56. 36" Flared End EA 850.00 1-7 o O
,7,
10' Wide
58. Gravel Access Road LF 15.00
39. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
50. 12" PVC In Place SDR 35 LF 40.00
31. 10" PVC In Place SDR 35 LF 37.00
Rio z so
i2. 8" PVC In place SDR 35 LF 35.00
i3. 6" PVC-In Place 8DR_35 LF30.00 /6 Boo `
k varies
G�► ash / boo O
Page 3. Sub-Total $ _
3onte 'EST.,UTATE /a/Z 4. f Ir
Bon Bond
• unit Reduction Seduction
item Description Uni 'QuantitT Price Cost no. .1` Now
SANITARY SEWER STRUCTURES
A. Sanita ry Manhole EA Z 1500.0o 300 0 —"
55. Sanitary Manhole '
w/Drop Inlet EA 2500.00
56. Sanitary Manhole
over 10 FT. EA _ 2000.00 00
57.
5a..
>TRUCTURES & MISC. ITEMS
;9. Retaining Wall EA
'0. Fence
(Type: EA
1. Guide Rail
T e: EA
2. End Anchorage
(Type: - EA
3. Guide Post EA 100.00
4 . Pavement Harking LF 1.50 0m �G, �6•SO
5. Street Signs EA —1 75.00 7� 7!r, O 0
6. Traffic Signs EA Z 75.00 4 14 �J v
7. Street Lights EA 3 1000.00 3 ��
B. Furnishing 9/000
/Placing Topsoil SY 440 O 2.5.0 .
9. Fertilizing, Seeding
and MulchingSY op 2.50DOD /
0. Trees CSeE LA.*os n�� EA 150.00
111. Maintenance/Protection
of Traffic LS
12. Construction Staking LS
r varies
'age 4. Sub-Total
Cn' J onn' nm .Q;'_a..CL *+4 -7t I u1d �,. ... --
BOND ESTIMATE FORM
Bond Bond
Umi.t Reduction Reduction
Item Description Unit --91,1-ntity Price Coat Bo. NO.
83. Ae-BuilCs L5 * Z — Zoo Z Soa
84. iron Pins EA 100.00
85. Concrete Monuments EA 0 230.O0 7i•S�a
�� q+000 ,I o
86. Landscapittg�IMU-ae_ LS * /`r/�
87. Driveway-Bit. Conc. Sy Z-72Cc 20.00 r 4 Z��y
88.
89. _
90.
Z?��Z° Z7oZo /89Do
Sub-Total
/�
Sub-Total page 1' S z/7 Sr
Sub-Total Page 2 $ ��O � � 00 A
Sub-Total Page 3 $ zA/.j7) /41o%sa
Sub-Total Page 4 37,z¢/
Sub-Total Page 5 S -'tea- _�'7� cZ O Z'?
Sub-Total
231 Contingencies x Sub-Total:
4-73, 30 ls—
TOTAL
�*?4,000
• ���zl� 9fi//9J� .
1V•rdo.4,f *rAwf- s'3.3&r
* varies —
/4'•3.G/7-3Z S .3.65
Page 5. d5+Y � �od� SAY �9fODO
cr
LAND rLANNZR$
LANDSCAPE ARCHITEcrS
July 8, 1994
Design Professionals, Inc.
441 C Governor's Highway
S. Windsor, CT 00074
Attn: Bob Arsenault
no: Bazzano Subdivision
Sub: Sondlnp Estimate
Dear Bob,
The plantlnp estimate for the Bazzano aubdivlalon Is 014,000.00
Re rds,
a R. th
$71 HOPMEADOW STREET SIMSBURY,CONNECTICUT 06070
203-658-1988 FAX 203-668.1217
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: September 13, 1995
RE: CHARING ROAD/BAZZANO SUBDIVISION
We have reviewed the request for a bond reduction for the Charing
Road/Bazzano Subdivision and recommend that it be reduced to
$95, 000 . 00 . This amount had included no reduction for landscaping
($14, 000 . 00) and if you feel this should be reduced, please make the
appropriate reduction.
Attached for your records is a copy of the bond estimate.
JCl/jsv
,SOW N Sf4
, 0, �•
� J
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
SOR-CO AREA CODE 203/644-2511
September 14, 1995
William J. Bellock
P O Box 205
Manchester, CT 06045
Dear Mr. Bellock:
Re: App # 94-11P, Charing Road Subdivision
This is to advise you that the Planning and Zoning Commission voted on September 12, 1995 to
reduce the subdivision bond for the above-referenced project from $114,000 to $95,000.
Please forward an amendment to the bond we are currently holding showing this reduction at
your earliest convenience.
Very truly yours,
PLANNING & ZONING COMMISSION
fussell G. Levack, Chairman
RGL/pmm
cc: Town Engineer
""q N St
70-Wt-t 071e Sllatl& V4&U&01t
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
e•co AREA CODE 203/644-2511
October 5, 1995
U & R Construction Co.
99 E. Center Street
Manchester, CT 06040
RE: LOTS 4 & 7 CHARING ROAD
Enclosed are Check Nos. #0765 & 0766 each in the amount of $1,000 which we have been holding to
ensure landscaping and Erosion & Sedimentation at the above mentioned lots. Now that this work has
been satisfactorily completed, we are returning these checks to you.
Very truly yours,
j Wblolge
Zoning/Wetl Enforcement Officer
Rec 'd above mentioned checks
jsv
Enclosure
10'4N SE4<
Towf-t O-Yesotdh Vzolu&o-t
O
c �
y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
R �` AREA CODE 203 644-2511 SOR�C�C /
October 27, 1915
William J. Bellock
P O Box 205
Manchester, CT 06045
Dear Mr. Bellock:
Re: Appl #94-11P Charier Road Subdivision, Expiring Letter of Credit
The Planning and Zoning Commission is holding the following Letter of Credit:
Projects Bank Amount Expiration
Charing Rd Subdiv SBM $95,000 12/29/95
In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must
have an amendment to each expiring Letter of Credit well in advance, extending the term for a
one year period from the expiration date. Will you please forward us the amendment promptly.
Very truly yours,
Marcia A. Banach, AICP
Director of Planning
MAB/pmm
SOWN Sf4 I C/ ^/ f
CIO
G U
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�ftoSOR.00�� AREA CODE 203/644-2511
November 9, 1995
Mr . William Bellock
P.O. Box 205
Manchester, CT 06045
RE: CHARING ROAD SUBDIVISION
Dear Mr. Bellock:
We have received a preliminary copy of the as-built drawings for
Charing Road Subdivision. A review of these, and a field
investigation, have shown that some of the curbing and pavement for
Charing Road have been placed on Association Land. This needs to
be verified by your engineers and either the road/curbs will need
to be relocated, or the right of way re-established.
Also, the deeds for the portion of the old cul-de-sac that is to be
deeded back to the abutting property owners should be prepared by
your attorney and submitted to us for review and Town Council
action. Included in this process will be the need for you to
obtain an independent appraisal of the land to be deeded.
If you have any questions, please feel free to call me at 644-2511 ,
Ext . 245 .
Very truly yours,
dTo
ry C. azze t P.E.
n En, i eer
JCl/jsly
cc : VMarcia A. Banach, Director of Planning
Melvin C. Stead, Supt . of Street Services
halle.IM95/bellocki 1-9
LEGAL SERVICES REQUEST FORM
� *
DEPARTMENT: Planning CONTROL #
Date of Date Date Date of
Type of Review Request Received Dispatched Review
(Check Appropriate
Box)
Contractual
Statutory
Regulatory
/x / Other (Please 5/15/96
specify)
Please review the attached appraisals and deeds for town land that is
to be deeded back to abutting property owners . This is being done in
compliance with a subdivision approval by the Planning and Zoning
Commission where an existing cul de sac was extended. I have
included a copy of the PZC approval as well as correspondence
from the Town Engineer regarding the issue.
It will need to be forwarded to the Town Council for action.
Thank you.
Signature:
*(To be filled in by Town Manager ' s Office)
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: August 21 , 1996
RE: CHARING ROAD SUBDIVISION
We have reviewed the request to reduce the bond for Charing Road
Subdivision to maintenance level, and have the following concerns:
1 . The patch in Charing Road for the new Sanitary Main requires
that the developer cut out an area from the "existing"
manhole to the east, to repair the area that has sunk. Also
entire trench needs to be crack sealed.
2. We have not inspected the landscaping and ask your help in
that area.
3. Lot 6 needs to have topsoil, seed, etc. within the ROW.
Also pile of bituminous concrete needs to be removed.
4. The "Keep Right" sign is not installed correctly - it is
loose and not plumb.
It is our recommendation that once the above items are addressed,
the bond can be reduced to maintenance level .
JCl/jsv
JclA"MEvOS/channg
,SOW N Sf4
C
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
4f�Osoe•co AREA CODE 860/644-2511
September 11, 1996
Mr. William Bellock
P.O. Box 205
Manchester, CT 06040
RE: CHARING ROAD SUBDIVISION - 94-11P
Dear Mr. Bellock:
I have observed that the sanitary manhole in front of 64 Charing
Road is damaged. This manhole cover needs to be replaced prior to
our recommendation for a bond reduction.
If you have any questions or comments, please call me at 644-2511,
Ext . 257, or Jerry C. Iazzetta at Ext . 245 .
Very truly yours,
Tracy A. LaPiene
Project Engineer
TAL/j sv
vallez/TAL/charingrd
S0,NN SE,C
Yr
i* 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
r AREA CODE 860/644-2511
t6SOR COa
September 27, 1996
William J. Bellock
P O Box 205
Manchester, CT 06045
Dear Mr. Bellock:
Re: Appl #94-11P Charing Road Subdivision Expiring Letter of Credit
The Planning and Zoning Commission is holding the following Letter of Credit:
Projects Bank Amount Expiration
Charing Rd Subdiv SBM $95,000 12/27/96
In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an
amendment to each expiring Letter of Credit well in advance, extending the term for a one year period
from the expiration date. Will you please forward us the amendment promptly.
Very truly yours,
Marcia A. Banach, AICP
Director of Planning
MAB/pmm
WILLIAM5. BBLLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203) 645-1193
October 12, 1996
Michelle Lipe
Jerry C. lazzetta
Tracy A. LaPiene
Town of South Windsor
1540 Sullivan Avenue
South Windsor, Ct. 06074
Re: Charing Road Subdivision
Dear Ms. Lipe, Mr. lazzetta and Mr. LaPiene,
The improvements at the above referenced subdivision have been completed. Please make
arrangements to reduce the outstanding bond to its maitenance level.
As always, thank you for your time and consideration.
Very truly yours,
61,,(?
William J. Bellock
For Charing Road Limited Partnership
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE : October 23 , 1996
RE: CHARING ROAD/BAZZANO SUBDIVISION
We have reviewed the request to reduce the bond to maintenance
level and acceptance of the infrastructure. We recommend that the
bond be reduced to maintenance level , however, this recommendation
does not include landscaping and ask for your assistance in
reviewing the landscaping.
JCl/jsv
X196/MABMEMOS/charingbond
S0y1N SE,(
Town airle Slaum ?z)zndA0t
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
%yaSOR coN�� AREA CODE 860/644-2511
November 13, 1996
William J. Bellock
P O Box 205
Manchester, CT 06045
Dear Mr. Bellock:
Re: Appl #94-11P, Charing Road Subdivision
This is to advise you that the Planning and Zoning Commission voted on November 12, 1996 to reduce
the bond for the above-referenced project to a maintenance level of$47,500. This bond will expire
November 12, 1997.
Please forward an amendment to the bond we are currently holding at your earliest convenience.
Thank you.
Very truly yours,
PLA ING & ZONIN`;G COMMISSION
ssell G. Levack,/Chairman
RGL/pmm
cc: Town Engineer
S0W N SC44
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
AREA CODE 860/644-2511
6SOR-Co.<..
August 29, 1997
Ms. Nancy DeMay
69 Charing Road
South Windsor, CT 06074
Dear Ms. DeMay:
In response to your inquiry regarding the Charing Road subdivision I would offer the
following. This subdivision was presented by the applicant to the Planning and Zoning
Commission at a preliminary stage with a roadway which included a center island to see
if this would be an acceptable roadway design. The Commission indicated that this was
an acceptable design and ultimately this design was approved and the roadway was
constructed.
This roadway design is not designed to Town standards for a typical cul de sac (see
attached regulation taken from the Town of South Windsor Subdivision Regulations and
Public Improvement Specifications.)
Since the approval of Charing Road subdivision, another subdivision has been approved
with similar elongated cul de sacs. The Planning and Zoning Commission has directed
staff to write a regulation and standard specifications to incorporate this type of roadway
design into subdivision regulations and town standards.
If you have any other questions, please contact me at 644-2511, ext. 252.
Sincerely,
Michele R. Lipe
Assistant Director of Planning
1�py1N se"
-0 on ate SOUL4 Vznd6at
W.
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
f�osox•co�' AREA CODE 860/644-2511
May 15, 1998
Gaetano J. Bazzano
98 Cranberry Highway
Orleans,MA 02653
Dear Mr. Bazzano:
Re: Appl. #94-11P, Bazzano Subdivision—Charing Road
Please be advised that, in accordance with the requirements of Connecticut General
Statutes and the South Windsor Subdivision Regulations, the fee in lieu of open space for
the above-referenced subdivision has been paid.
A copy of this letter will be filed on the land records so that potential buyers will be
aware that open space fee obligation has been met.
Very truly yours,
b�6ZACt4A 61 .
Marcia A. Banach
Director of Planning
MAB/mrl
Cc: Chief Building Official
RECEIVEDO,-19 14G-
MAN .:c L 1954
0.59
INDSOR PLANNING DEPT
= O. @ O,9 '+" 0,16,4c, 0 o. 545 .4c. @ 0,zo
1-7 A .
C = 0,07Ac. C O, 9 +
c = 0, 09,4c. 0,9 t 40,08,4c. &,Q 3 f 0,07-4-.eo.ZO 0,47
0, a. 3'S = 0."71
G = o, 17 Ac-, G o,9 f 0, e o,7-
7
e = o. oBQc- e o.9 t- 0 7Z Ac. @ o,35 * O,a9,4c_ o, z = d,36
C = 0,/8.4--. 0.0.9 C 0.35 -f- o,o� . moo,z 0,47
GJooOS - e, Zo M
MAR 2 2 1994
wf�N��ur CJ�oTf1 = zz 01r �'v,c To a �U►if L a'
/fie/vEwAy s /B QT
42e.4 /95 0
-g g
Design Professionals, Inc.
441 C Governors Highway
South Windsor, CT 06074 ;
t:
TOWN OF SOUTH WINDSOR STORM SEWER SYSTEM DESIGN FORM 2.2
PROJECT _ DESIGNED BY DATE
G'rfA/L�.vL �a� F-XT 3 15 9
TREET FIRM CHECKED BY SHEET No
a
N � �
H31vMaV3H a q\
kll3VdV3 11n-4
n1
A113013A 38VN3AV
r'
3d01S = 0 0 q 0 '
{
3did d0 HION31
3ZIS 3did a)
W31SJlS NI 0 aD N N r
J
Jl11SN31NI 11VdNIV8 ti 9 J r► 9 9 i 1.1 9 N to M
I
W31SAS NI Pl N _ N
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4
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tA
DNIN31N3 IV
3W11 031Vinwn3ov a j N s 3
1j
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131NI 013W11 cQ
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1N3W93S 3NIl
-5?_-
. e)PPZ Z,Ay A17- To 3 -/ 5
Agc-A To e,(11577, 3�' �GP F�oM ti�aerz>>✓ �.vE /�•eEA. :.
Hrvo
/,75 Ac. G C = 0.9 o• 9
7.G5 Ac,
x 0,i5 = . D/Z
To TO L
1C
5 7�� LAwn/ (2 G. '3 �o
-L Jo yz
Q i0 ye j 3.9 ems
,o y,� i,✓c�vo�Nc. P,eoPo��� c��v��c�p�H�,ur = Z�. Zoo cFS,
THE 7 E Nr1 IAJ NOJZ 7-pA L.,fJiVL� GVA 5 ,l1oo,Q,e�/�/TL / E D
"j a �ro�-,E. �Doino�AL �lJ1T�.P< G7ElJEL OP�l.ENT �"�2�w1 !�`� �✓o�7t1.
i��Ev�� �5 n�v��oPw�Nr P�omJ2�ss�u T� J�k'AJ�uAlof /-`J2a�
rr.4.j de>l20a G H r' T.�e UGJG N
�JL/T L,.q�✓� � TE �c/Ow �,eE�CN�� L�r�.c..�T�oN ,t�4S��/,
T.�t2�G'v-L� � J�Locvs TN��v6N TJ�ic .3�0 " G�vGv�2T- AG�°o�5
C�2iNG �,osto A�� rf�J2 LEyS T.�a,� o.ei�JNa�c�
14,./TIGJPJ4 ram.
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.,Soad ,CT06074 ,
� L7/Z.- /777t, S
yz- /'z-
41
L�-
r
777'z 714
TOWN OF SOUTH WINDSOR
PRO.rEC'C! tl13 LK� 4�� E✓T
STREET:_c2ti.ig7, BOND EST;[2idTIi F0 1
P&I I.D. :
F;NGINEEIt:_�aim l r of S�io��� S 1994 CALPITDAR YXAR
DATE: Bond Bond
UUit Reduction Reduction
Item D"ScrIption _ Unit _Qa,lutity Price Cost No. ] No.
00 O
1. Clearing & Grubbiciq LS
2. Strip & Stockpile
__ Topsoil CY /500__-- - 2.0.0 FOOD,
3. Earth Excavation
(Excluding Roadway
& Trench _..� -- - --W--- CY
4 . Roadway Excavation CY 1-J cs a 12.00 zt vov.
5. Earth Trench Exc._ 0-4 CY lo.00 '�50
6. Earth Trench Exc. 0-10 CY 1!5;015 12.00 do3o0
7. Earth Trench Exc. 0-15 CY Z5- 15.00 7
_0. Earth_Trench Exc. U--20 CY 18.00
9. Roadway. ExC. Rock CY 50.00
10. Rock Trench Exc 0-4 CY 50.00
11. Rock Trench Exc . 0--10 CY _ 75.00
12. Rock Trench Exc, 0-1.5 CY 100.00
13. Rock Trench Exc. 0-20 CY 150.00
Ili . Formation of Sub_pr_ade SY ZSo 1.50 _47�5.
15. Suot A.Ie Gravel 20.00
16. 'Processed _4g,BrP Z§te TONS_ -?, 775 18.00
17. Cpttmton Borrow CY 10.0U
18. Gravel Borrow CY 15.00 _
19. 1 '/Z- " Bit. COticrP_t_e
Cl�as9 I TONS � � 50.00 _ 14,1 Z O•
20. 1 11E. " Bit. Concrete
�Cia�s zz� TOOS Z�S W_u 35.00
21. 6" Asphalt Up Cur bin LF ZrUD 3.00 -7270 •
7-5.00 6P 5 6&'S;0' -
*varies
Page 1 Sub--Total $_ ._._.
i]ia ' '='Il Al- : `.�I ri_, .'I ',Fabd I' .' -t l `:i-::�_i' : QI ii ;QhdII'I H11lCl':> i0 hd(tiOJ_
1
BOND ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Deseri tion Unit Quantity price Cost _ No. 1 No. 2
23. Conc Sidewalk 4' Wide LF 30.00
STOW DRAINAGE SYSTEM
COMPONENTS
24. 60" RCP Class- In Place LF 130.00
23. 54". RCP Class- In Place LF 100.00
26. 48" RCP Class-In Place LF 75.00
27, 42" RCP Class_ In Place LF 65.00 T�
28. 36" RCP Class_. In Place LF �8 � 60.00 0•
29. 30" RCP Class, In Place LF 30.00
30. 24" RCP Class- In Place LF 42.00
31. 21" RCP Class In Place LF 40.00
32, 18" RCP Class_In Place LF _ 33.00
33. 15" RCP Class-In Place LF _�8� 30.00
POLYETHENE PIPE
34. 8" ADS-N-12 or Equal 21.00
35. 10" ADS-N-12_ 0r_ E uq al- ZZ.50
36 12" ADS--N-12 or Equal 24 .00 _
37, 15" ADS_N-12 or Equal _ _ _ 25.50
38. 18" ADS-N-12 or Equal 28.99__ _.
UNDERDRAIN5
39. 6" PVC SDR 35 In Place LF 15.00
40. 8" PVC SDR 35 Trx Place LF 20.00__ -
RIPRAP
41. Modified Riorap CY 45.00 -
c Z47
42. Intermediate R_iprpQp CY� $ 45.00 ��-
43. Standard Rip Ap CY 45,00
34*13f
Page 2. Sub--Total
"
C 1l ' , ; I i f i ' 0 I'•I ', T 1'i : i T !.11 I:.J T' ! -t-t --i-- 0 7 i i T `I n it 1A T I�I �.t I i i n a n h.l fil n I
BOOD ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item D,egcription _ Unit_ Quantity Price Cost Me. I No. 2
DRAINAGE STRUCTURES
44_ Type "C" Catch Basin EA zo 1500.00 d0o ,
45. Ty-ne "C" Double Grate EA 3 2000_.00 6600 .
46. Type "C-L" Catch Basin F.A. __- 1500,00
47. Hanhole EA 1500,00
48._Manhole w/Drop Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000,00
50, Headwall EA
51, Endwall EA
--- Box Culvert
52. r LF
53. 13" Flared End EA 450.00
54, 18" Flared End EA 500.00
53. 24" Flared End EA 550.00
36. 36" Flared End EA _� 850.00 1-7
57,
10' Wide -.. __..�...._� -
58. Gravel Access Road LF 15.00
59. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
60. 12" PVC In Place OR 35 LF 40.00
61. 10" PVC In Place SDR 35 LF 37.00
------- --------- ---- --- - -------- ---- - O = 3s�
62. 8" PVC In place SDR 35 LF _ 35.00 Q.,
63. 6" PVC In Place SDR 35 LF 54?0 30.00 16, 800 .
* varies
Page 3. Sub-Total
�i1•.1 .' _;T bi_, 7.f .1 w.I T :. -h17. ,=1 1 rCt nT -in i•irnn i
BOND ESTIMATE
Bond Bond S
Unit Reduction Reduction
ztem De9cription Unit (Ouantit4_ price Coat No, 1' No.
Spall MRY SEWER STRUCTURES
64. Sanitar Manhole__ EA Z _ 1500.00 3 00 0
65, Sanitary Manhole
w/Drop Inlet EA 2500.00
66, Sanitary Manhole
over 10_ET. EA 2000_0o_` 000
67. - --
68
STRUCTURES & MISC. IT. IS
69. Retaining Wall EA
70. Fence
(Type )_ K
71, Guide Rail
tType: EA
72, End Anchorage
(Type, FKA
73. Guide Post EA 100.00 --
74 . Pavement Marking__ LF ___ 1.50 6. o
75. Street Signs Et1 - --1 _ -- _ 775.000 7
76, Traffic Signs EA W Z 75.00 O, --
77. Street Lights EA 1000.00 5000.
78. Furnishing
/PLaciu Topsoil SY � Do _ 2. 50 000.
79. Fertilizing, Seeding
and Mulching SY 2.50 / DOO,
80. Trees `JEE EA 150.00
81. Maintenance/Protection
of Traffic L S —___-- -_ "
82. Construction Staking LS * -----— ----
* varies
3071Z4/.1"D
Page 4. Sub-Total $��
it' .! 'iift ' iiF.I =., T ti ? T ! HI:.I T > .! If _1- i"i iiT lfl 'i1I•,1Tffl lJiitiiC n I•IfiIii
BOND ESTIMATE FORM
Bond Bond
Unit: Reduction Reduction
Item peacr pCion � Unit uantlty Price Coat No. 1 xio.
2�od
83. As--Builts _ LS
811, Iron Pins_ EA 3 100.00 33 00
85. Concrete Monuments EA 250.OU U .
86. Lander ata�tY /�rt'71�+�e _ LS _— * �`� 0c"3 -
87. Driveway-Bit., Conc. SY _ Z_;5Cn _ 20.00 7 Zo
89. -. -- -------- -_ -
90.
Sub-Total $ _
Sub-Total Page 1 $ 24421�
—•---- --
Sub-Total Page 2 $_T_ f�3
Sub-Total Page 3 $ 1�8�
Sub-Total Wage 4 $ 37IZ4•1
Sub-Total Page 5 $� �T �=___ 271 oZ O
Sub-Total
ol4/"o
251 Contingencies x Sub-Total !
4-731 301
cJ/�,Y �7�i D00
* varies
Page 5.
T 1:i', 1 111I:.I T ! -t-1-Q— 117 0T A 0bJT1f1 1-1111f-I -111 h.litl111
ci�
INC
LAND PLANNERS
LANDSCAPE ARCHITECTS
July 5, 1994
[design Professionals, Inc.
441 C Govemor's Highway
S. Windsor, CT 06074
Attn: Bob Arsenault
no: Bazzano Subdivision
Sub: Bonding Estimate
Goer Rob,
The planting estimate for the Bazzano subdivislon Is 014,000.00
Re rde,
a R. th
671 HOPMEAdOW STREET SIMSBURY, CONNECTICUT 06070
203-658-1908 FAX 203-658-1217
OCT-04-94 TUE 20 : 17 DESIGN PROFESSIONALS INC: 203 291 8757 P. 04
- V
DESIGN PROFESS INC.
civil enginccrs plalmers surveyors to II
��- Rfr�wEO
'1`I'LECQPIEiR 'IRANSMISSION OCT 4 1994 �
SOUTH WINDSM ft
Project Number 646
d11 e AA 1111 4 p � J
�rmj1 r, f�„fWOA' fl`Ir �Af�A(1 t(,?�() 11r,�t:(5.) h,
l d I
Name:- _ --[aUE,rA Telecopier Number-, S-)&t
proia�: Joe qawx DESIGN J'ROMCSSIONALS, INC.
---- �Alt��of' c+c?05r'cs -1w,,lr.-T - -ar- i u15� �S +f>i lit VA ANLaVAL 0
Total Number of Rages(including cover pnge):-,����--
r3f. IIALI. IUruu. �ini� �r�PA�rAatA, �r;rAlr, ���M !,n<rmnnninn,:�ar.f;�rinn, ��fat�rt��: .�___ —.,ter
!!A A at (203) 291-8755
441C Governors Highway, South Windsor, CT 06074 (203) 291-8755 Fax (203) 291-8757
OCT-04-94 TUE 10 : 18 DESIGN PROFESSIONALS INC 203 291 8757 P. 0.2.
Cw0j,16, RtmAr> ems,
C,g AX.Xkg 064>1�Z *-Z
uae� ��cn� ���rr�uGY►o�
1 � -
I � I
Top
N
OR
40
f7 O Ppt'., pv0 , .�i• •� v.,0 ,. p�o� , . ...yM'�1diF
irJ/:;
CT 27 '94 10:07 IMTL P.2
NDEPENDENT MATERIALS TESTING
57 N.WASHINGTON STREET
P.O. BOX 745 ' LABORATORIES, INC.
PLAINVILLE, CONNECTICUT 06082 (203)525.7193 FAX(203) 747-6455
NVLAP ACCredlted for Construction Testing Services
SOILS REPORT
PREL'i'PTINARy aE20RT
CLIENT: Garber Construction PROJECT NO. : 2859
PROJECT: Charring Road/South Windsor, CT REPORT NO. : 002
SUBJECT: Field Density Determinations DATE: 10/17/94
ASTM D2922 , D3017
INSPECTOR: Joe Tribuzio
AREA REPRESENTED: Charring Road Extension
TEST
NO. LOCATION ELEVATION MOISTURE (t) COMPACTION
1 Manhole 2 Sub base 9.8 99.6
2 Manhole 4 Sub base 9.3 95.9
3 Manhole 5 Sub base 10. 4 97.6
4 Station 15 Sub base 11.1 9815
5 Catch Basin 8 Sub base 8.8 95.3
6 Catch Basin 6 Sub- base 8.6 97.2
pc: Gerber Construction
]i
TOW rapods may not be reproduced except in full wllh approval of/MTL.All results relate only to the Items tested:
TESTING RESEAACH ANALYSIS WSPECTION CONSULTING
PorSsnd Cement Concrete sous Stsel Buildini;Products Bituminous Concrete
�OCT 26 '94 13:17 IMTL P.2
NDEPENDENT MATERIALS TESTING
57 N.WASHINGTON STREET
P.O. BOX 745 LABORATORIES, INC.
PLAINVILLE, CONNECTICUT 06062 (203)525-71,93 FAX(203)747-6455
NVLAP Accredited for Construction Testing Services
i
i
M"'MREMENSITY RELATIONSHIP OF 3OILS
PRE 'I': CRABBING RowsoUTft WINDSOR REPORT
00,
Cl�EN'r' N URUCTI N
LAB#7791 PROt)ECT 2859 Sf1MPLER:JT
SOURCE: ON SITE DATE: 10-17-94 MAX,DENSITY: JX6 PC'
USE;SUBBASE MOISTURE: 7.1%
PRELIMINARY REPORT
MOISTURE/DENSITY CuRv
128
127.5
127 J
126.5
. Q
Q 126
125.5
125
124.5
2 3 4 5 6 8 9 10 11
% MOIST RE
REVIEWED BY
teat feporta may not be reproduced exOeptin full with approval of 1Mtt.A!!results igtale only to the items tested
TESTING RESEARCH ANALYSIS INSPECTION
Potttand Cement Concrete CONSULTING Steel sanding Products Bituminous Concrete
r,
DR. CLARENCE WELTI, P.E., P.C.
GEOTECHNICAL ENGINEERING
227 Williams Street• P.O. Box 397
Glastonbury, CT 06033
(203)633-4623/FAX(203)657-2514
October 27 , 1994
Mr. Ron Gerber
Gerber Construction Co.
616 Dart Hill Road
Vernon, CT 06061
Re: Pavement Design at Charing Road Extension
South Windsor, Connecticut
Dear Ron:
Regarding the above, the subgrade is a silty hardpan.
Evaluation of the roadway design by AASHTO indicates the
soil would have a CBR (after freeze/thaw) of about 4 . 0 .
based on tests on similar material . This indicates a soil
support value (S) of 4 .5 . The equivalent number of 18 kip
axle loading is 5 per day. The regional factor is 2 . 0,
based on AASHTO Interim Guidelines. This factor requires a
weighted structural number (SN) of 2 . 2 . The 3" Bituminous
Concrete will provide 1 . 32 (3 x 0 .44) . The processed stone
base ( 611 ) will provide 0 . 84 and the gravel subbase (611 )
will provide 0 . 42 (6 x 0 . 07 ) . The total allowable
structure value = 2 .58 .
While increased subbase would be desirable, the cross
section does meet requirements, normally required by the
AASHTO design method.
Very truly yours,
>> 12
1
Clarence Welti, PhD, P.E. p
President, Dr. Clarence Welti, P.E. ,P.C. 1 ��
CW:nl °° "V 2 3 1994 CO
soft
t y
9
LETTER OF TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
SOUTH WINDSOR CT 06074 h 2
( 203 ) 44-2511 DATE
TO:
REcIE'NEO
OCT 3 1 1994 Ch
SOUTH WINDSOR
ESQ.DEPT.
WE ARE SENDING YOU:
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 ies Appl . No. Project
i-tA1
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: �,
,
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i.
NDEPENDENT MATERIALS TESTING
57 N. WASHINGTON ST.
P.O. Box 745 LABORATORIES, INC.
P LA I N V I L LE, CT 06062 (203)525-7193 (203)793-9844 FAX(203) 747-6455 ,rIJJ
NVLAP Accredited for Construction Testing Services
PROJECT:CHARRING RD/ROCKVILLE PKG.REPORT 0 44 A.ST.MD1577"C"A.S.T.M.D422
CLIENT: GERBER CONSTRUCTION PROJECT 2859 SAMPLER:CLIENT
LAB#7871 DATE: 11-3-94 MAX DRY DENSITY: 128.7 PCF
SOURCE:McKNIGHT PIT ELLINGTON MOISTURE: 9.0%
USE:SUBBASE PARKINGLOT SOURCE OF SPECIFICATIONS:
REMARKS: SPEC."A" M.02.06 GRADING A
SPEC."B" N/A
130 GRADATION RESULTS
SIEVE %PASS SPEC.A SPEC.B
1 8" 100
5" 100.0
128 31/2" 100.0 100
11/2" 87.3 55 100
3/4" 728
� 127
1/4" 55.4 25 60
#10 44.4 15 45
#40 14.9 5 25
#100 4.11 0 10
J 125 #2W 1.8 0 5
124
3 4 5 6 7 8 10 11 12 13 14
013%M
SOIL DESCRIPTION; COMPLIED WITH SPEC."A" YES
RED BROWN Coarse to Fine GRAVEL, COMPLIED WITH SPEC."B" N/A
And Medium To Fine SAND,Trace Cobbles Trace Fines ...AS PER GRADATION ABOVE.
GRAIN SIZE DISTRIBUTION CURVE
a 31M ii/+ 3/4 V4 10 0 1W 2M
100
90
zGo-
U. Of CONNF
u¢¢i ,��✓ �p,RD WI
Wa
30
COBBLE GRAVEL SANG
FINES
REVIEWED BY
Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.
TESTING _ RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
NDEPENDENT MATERIALS TESTING
57 N. WASHINGTON ST.
P.O. BOX 745 LABORATORIES, INC.
PLAINVILLE, CT 06062 (203)525-7193 (203)793-9844 FAX(203)747-6455
PROJECT: oosXTT.M D1577"C"A.S.T.M.D422
CLIENT: GERBER CONSTRUCTION PROJECT 2859 SAMPLER:CLIENT
LAB#7881 DATE: 11-3-94 JiU-0E DRY DENSITY: 129.8 PC`F
SOURCE:MCKNIGHT PIT ELLINGTON MOISTURE: 8.1%
USE:BASE *REVISED:11 11 94 SOURCE OF SPECIFICATIONS:
REMARKS: SPEC."A" *M.os.01
SPEC."B" N/A
131 GRADATION RESULTS
SIEVE %PASS SPEC.A SPEC.B
13as 8" 100
130 5" 100.0
21/4" 100.0 100
'�s 2" 100.0 95 100
1 3/4" 54.4 50 75
7L- 1/4" 35.2 25 45
° 12a5 #10 26.5
#40 16.1 5 20
1� #100 4.6 2 12
127.5 #200 1.2
127
4 S 8 7 9 10 11
%MOTS
SOIL DESCRIPTION; COMPLIED WITH SPEC."A" YES
/
RED BROWN Coarse to Fine GRAVEL, ICOMPLIED WITH SPEC."B" N/A
Some Medium To Fine SAND,Trace Fines No Cobbles .AS PER GRADATION ABOVE
GRAIN SIZE DISTRIBUTION CURVE
3 372 112 3/4 1/4 10 .40 im 2W
100
90
80
70
W
zU. 60 O¢GOtYAy
Z 50 �4t- j PRD
W rnP� f Gt
40
s
a
Not 1003R4 -- - 0- -1�!� �
<l
c099LE QrRMVEL SAND
FINES
o r
REVIEWED BY - -- /4; rr rr- 7y
Test reports may not be reproduced except in full with approval of IMTL. All results relate only to the items tested.
TESTING RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
NDEPENDENT MATERIALS TESTING
57 N.WASHINGTON STREET
P.O. BOX 745 LABORATORIES, INC.
PLAINVILLE, CONNECTICUT 06062 (203) 525-7193 FAX (203) 747-6455
NVLAP Accredited for Construction Testing Services
SOILS REPORT
CLIENT: Gerber Construction PROJECT NO. : 2859
PROJECT: Charring Road/South Windsor, CT REPORT NO. : 002
SUBJECT: Field Density Determinations DATE: 10/17/94
ASTM D2922 , D3017
INSPECTOR: Joe Tribuzio
AREA REPRESENTED: Charring Road Extension
TEST
NO. LOCATION ELEVATION MOISTURE COMPACTION
1 Manhole 2 Sub base 9. 8 99 . 6
2 Manhole 4 Sub base 9. 3 95. 9
3 Manhole 5 Sub base 10. 4 97. 6
4 Station #5 Sub base 11. 1 98. 5
5 Catch Basin 8 Sub base 8.8 95. 3
6 Catch Basin 6 Sub base 8. 6 97.2
O GO Nf
WP G
0. 1 36
66 O w�
Olt
pc: O�?
pc: Gerber Construction �oNA1_E�
ji
Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested.
TESTING RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
NDE,PENDENT MATERIALS 'TESTING
57 N.WASHINGTON STREET
P.O. BOX 745 LABORATORIES, INC.
PLAINVILLE, CONNECTICUT 06062 (203) 525-7193 FAX_(203) 747-6455
NVLAP Accredited for Construction Testing Services
MOISTUREMENSITY RELATIONSHIP OF SOILS
PROJECT: CHARRING ROAD/SOUTH WINDSOR REPORT 001 A.S.T.M.D1557"C"A.S.T.M.D422
CLIENT; CERBER CONSTRUCTION PROJECT 2859 SAMPLER:JT
LAB#7791 DATE: 10-17-94 MAX.DENSITY: 126.6 PCF
SOURCE: ON SITE MOISTURE: 7.1%
USE:SUBBASE
REMARKS;
MOISTURE/DENSITY CURVE
128
127.5
127
Z 126.5
w
0
126- Al
CC
P y
o
125.5 ? R
o.
o �
125 -tQ►ST��
ON Alu-
124.5
2 3 4 5 6 8 9 10 11
% MOIST RE
REVIEWED BY
Test reports may not be reproduced except in full with approval of IMTL.All results relate only to the items tested.
TESTING RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
CHARING WOODS INSPECTION
CHARING WOODS - DECEMBER 3, 1994
7:11 a.m. Met with June Mitchell and Sammy, her sub-contractor (Empire
Paving). Went over details that had to be complete before putting
binder in place. Finish grading to offsets, handwork around
manholes and catch basin tops by using plate compactor which
was on site. Any imperfections in road base (i.e. bumps, low
spots, high spots) were gone over with walk through with June
and Sammy. June's equipment looked capable to meet specs.
7:45 a.m. Instructed Sammy final grading around basins was just stone, no
fines.
8:17 a.m. Paving began. Class I binder used. Starting east end of loop.
8:23 a.m. Meet with Ron Gerber. Gave him an update. Told him I had some
concerns on June's performance. Ron did also. We are going to
have to inspect carefully; the way base was being rolled, grading,
etc.
8:30 a.m. Talk with grader operator. Told him I didn't want to see the fines
from process graded out around catch basins.
9:03 a.m. Talked with person raking asphalt around basins and manholes to
be careful not to rake the fines out of the aggregate.
9:16 a.m. Took many measurements of binder being laid down. At all
measurements thickness was at least 1 1/2 or better. I asked
Sammy if he was going to continue rolling with his DD 25 Ingersol
Rand Roller. He said yes. I can give 93% compaction with it. He
was afraid the bigger roller would shove the material around.
Material begin spread was tight knit and seams were being jointed
perfectly with no evidence of improper compaction.
9:33 a.m. Met with Ron Gerber again. Assured him things were going well
at this point.
9:45 a.m. Revisited grader operator to review his work. Had improved areas
around basins where fines were removed.
10:02 a.m. Left site for coffee and to pick up dead cat at 702 Strong Road
per Police Dept.
r
TOWN OF SOUTH VINDSOR
F0 ECT t.C;JASPJa• E2- E-vT
STREET:_ ':, HAP BOND B3TDNATB FORM '
P&Z I.D. : _
ENGINEER t 1994 CALF5DAR -Omm
DATE;
Bond Bond
Unit Reduction Reduction
Item Description unit q!LuajjtT Price Coat No. L No. 2
1. Clearing & Grubbing LS
2. Strip & Stockpile
Topsoil CY l500 2.00 3 000.
3 . Earth Excavation
(Excluding Roadway
& Trench CY 0 ..
4 Roadway Excavation Y 1-Jfs n 12.00 ZI oov• _
5. Earth Trench Exc. 0-4 CY 3r 10.00 350
6. Earth Trench Exc . 0-10 CY 3 0715 12.00 Co 310 0
7. Earth Trench Exc. 0-15 CY Z5� 15.00 Z5,13,7
8 . Earth Trench Exc. 0-20 CY 18.00
9. Roadway Exc_. (Rock) CY 50.00
10. Rock Trench Exc. 00-4 CY 30.00
11. bock Trench Exc. 0--10 CY 75.00
12. Rock Trench Exc. 0-13 CY 100.00
13 . Rock Trench Exc. 0-20 CY 150.00
14 . Formation of Subgrade SY Z S o 1.30
15. Sub ase Gravel _ CY _ 17,4 f5 20.00
16. -Processed _AjLqLqgate TONS 5 15 18.00 0
17. Courmon Borrow CY BS 10.00 / 50
18. Gravel Borrow CY 15.00
19. 1 Yz Bit. Concrete .�
Class I TONS f 50.00 0
20. 11/L Bit. Concrete �S 6 7J'
Class II TONS ZP� � SS.00
Ms-
ZI. 6" Asphalt LijR Curbing LF Z a� 3.00 O• .
�s,bz E CVO_DF-Sec_
22. e SyMkrm A -
*varies
S47j' ZG�Zoo
Page 1 Sub-Total
Zo* J 800, 01•4 9Z G6, �T :',1114 TU2-M-20 : 0I 80SONIM Hif10S J0 Nm01
atiDUSt?MATI✓ FORM
12,117,14 .
Bond AoAd
Unit Reduction Reduction +
t;ez Des Lion Unit Quantity Price Cost No. 1 No. 2
3. Conc Sidewalk 4• Wide LF 30.00
TOM DRAINACL SYSTFM
omPONEN' S
4 . 60" RCP Class_ In Place LF 130.00
3. 34" RCP Class- In Place LF 100.00
6. 48" RCP Class-.In Place LF 75.00
7. 42" RCP Class_ In Place LF 65.00 T�
S. 36" RCP Class_ In Place LF �8 W 60.00 28��
9. 30" RCP Class_ In Place LF 30.00
0. 24" RCP Class_ In Place LF 42.00
1. 21" RCP Class In Place LF 40.00
L. 18" RCP Class-In Place LF 33.00
3. 15" RCP Class-In Place LF _�8� 30.00 '!
JLYETHENE PIPE
4 . 8" ADS-N-12 or. Equal 21.00
5. 10" ADS-_N--12 or___E uq a.l- - - 22.50
6. 12" ADS-N-12 or Equal 24.00
7. 15" ADS_N-12 or Equal _ 25.50
3. 18" ADS-N-12 or Equal 28.00
1DERDRAINS
9. 6" PVC SDR 35 In place LF 13.00
0. 8" PVC SDR 35 In Place LF 20.00
.IPRAP
+1. Modified Ri ra CY 45.00
'�2. Intermediate Riprap CY 45.00
A. Standard Riprap CY 45.00
34*13r .53s��
'age 2. Sub-Total $
Czn, 4 P.fifl* oI•J _._)7.:.ST bA, iT AHW TPJC-hhQ-Cn7: flT NncrMATM Mnnn. 4n mmm
bOOD ESTIMATE FORM Z 1Z
Bond Bond
Unit Reduction Reduction
Item Description Unit_ nt1tv Price Cast no. I So,
7RAINAGE_STRUCTURES
t4. Type "C" Catch Basin EA Co 1500.00 FOOO .
15. Type "C" Double Grate EA 3 2000.00 6000 .
+6. Type "C-L" Catch Basin EA 1500,00
'►7. Manhole EA 1500.00
48. Manhole w(Drop Inlet EA 2500.00
49. Manhole Over Ten Feet EA 2000.00
30. Headwall EA
il._ Endwell EA
Box Culvert.
)2. Y. LF
A. 13" Flared End EA 450.00
34 . 18" Flared End EA 500.00
i3. 24" Flared End EA 550.00
56. 36" Flared End EA 850.00 1-7 o O 70� L=Jc
17
10' Wide
58. Gravel Access Road LF 15.00
39. Resat M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
50. 12" PVC In Place SDR 35 LF 40.00
31. 10" PVC In Place SDR 35 LF 37.00 _
--- -- - z -
;2. 8" PVC In Place SDR 35 LF 35.00
33. 6" PVC In Place SDR 35 LF U 30.00
k varies
760
Page 3. Sub-Total $ t
' n
hn• a 90n' 0H )7: CT t-(N- . 7T AHIJ .! Irmo _in eimni
3ON 'E.57,cMATE
Don Bond
• VnIt Reduction Reduction
Item Description Unit Qgantitg Price Cost . .1'
3ANZTARY 89M STRUCTURES
)4. Sanitary Manhole EA "Z_ 1500.00 3 00 0
�5. Sanitary Manhole
w/Drop Inlet EA 2500.00
36. Sanitary Manhole
over 10 FT. EA ^_ 2000.00 00
57.
>TRUCTURES & MISC.-- IT. jSS
�9. Retaining Wall EA
'0. Fence
T A: EA
1 . Guide Rail
(TYPe-
2. End Anchorage
(Type: ) EA
3 , Guide--post EA 100.00 �^
4 . Pavement Marking LF 1.50 djQNNI
5. Street Sighs EA —.1 75.00 7�
6. Traffic Signs EA W Z 73.00
7. Street Lights EA 3 1000.00
8. Furnishing
/PlacinF, Topsoil SY �qyo o 2.50
9. fertilizing, Seeding // 0 0 0
and u c in SY �&00 2.50
0. Trees �S,�E LA.uo iu F.A150.00
31. Maintenance/Protection
of Traffic LS
� O O --
32. Construction Stakin LS,
varies
jT
,age 4. Sub-Total, $410
cn• a onn• nu 07- CT f:r 7T IW1A Te1C_f7h0_Cn7-nT vn?_,mITM uinno in mmm
g1.`i4U ESTIMATE FORM
Bond Bond
Unit Reduction Reduction
Item Aeaari tion _._ unntity Price Coat N .
83. As-Auilts �_— L5 aw
_
gIsz Iron Pins_ ioo,00 33°a
85. Concrete Monuments EA D 230.00 �D
�>~ WOO
86 Lall(18Ca[)iI1�1;(/�Tt7�L+�E [.3 _
87. Driveway-Bit. Cone. SY Z�Co 20.00
09.
90__ . .. _
Z? pZo
oZ 0
Sub-Total
�.�5
a
Sub-Total gage l' $ Z/Z� 1
Sub-Total Page 2 $•_�`� ' __.7�� / 7 OD
Sub-Total Page 3 $ 632.2, $�
Sub-Total Page 4 $ -371Z¢! Z7102A
Sub-Total Page 5 oZ 0
Z�ASL
S, f
Sub-Total $-_— ---.
231 Contingencies x Sub-Total.:
-- 4.73, 301
TOTAL S
� ?4 000
1�•raw� loG�4o��3
* varies / 3�6/74Z
Pa go 5.
n!1• 1 /Y!.!1• .'AI /'.T /"T I-.- TT I'L11.1 TAIel FHA /•`(•17• AT %fr% ..l LITM IIIAAn In LIMfAI
INt.
CrS
LAND PLANNERS
LANDSCAPE ARCHITECTS
July 6, 1994
Design Professionals, Inc.
441 C Govomor's Highway
$. Windsor, CT O0074
Attn: Bob Arsenault
Re: Bazzano Subdivision
Sub: Bonding Estimate
Door Bob,
The planting estimate for the Baztano subdivision is $14,000.00
Re rde,
a R. th
671 HOPMEADOW STREET SIMSBURY,CONNECTICUT 06070
203-658-1908 FAX 203-658.1217
MEMORANDUM
TO: Marcia A. Banach, Director of Pla ing
FROM: Jerry C. Iazzetta, Town Engineer
DATE: December 12, 1994
RE: CHARING ROAD/BAllANO SUBDIVISIO
we have reviewed the request for a bond reduction for the Charing
Road/Bazzano Subdivision and recommend that it be reduced to
$144 , 000 . 00 .
Attached for your file is a copy of the bond estimate.
JCl/jsv
Attachment
MAY 11 1995
TOWN OF SOUTH WINDSOR
STAFF SITE CHANGE South Windsor
mmission
FOR SITE & SUBDIVISION Planning & Zoning C
GENERAL:
CHANGE ORDER CONTACT PERSON;,j,,c., Phone No.
Address `?`j s - C.c`. z-c._ S i ,- , ,, ^.jC- -z--C
Site Name ,.j- Y. T U S ,C, ^/ P&Z No.
Owner,-_.,,,. ,.mac i2�� � ,,�„Tt, l �A�.rwL25,Y ; /a Phone No. 93
Contractor
Signature of Owner Date: .s-
Signature of Design En r. Date:
CHANGE: (Describe location and nature of change. Include
Four (4 ) copies of plan/profile of Change. )
Reason for Change: (Why is change required)
ra-j �J
s,c ,s,. ,�,r- `� r"1-kJ4-� : -4- Fu,L,)f.�
APPROVALS : (As Required)
Dir. Of Planning 'Y1 CZ��¢�-L'�- Date: v
Town Engineer &32 Date: j // - 15�
Dir. of Public Works Date:
Other: Date:
STAFF COMMENTS:
White - Town Engineer Yellow - Applicant
Pink - Director of Planning Goldenrod - Engineering Department
SOW N Sf4
Towt, 40-P SOUL4 ?Vznd4lat
G '
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soe•co AREA CODE 203/644-2511
July 26, 1995
William J. Bellock /
P 0 Box 205
Manchester, Ct 06045
Dear Mr. Bellock:
Re: Application #94-11P, Bazzano Resubdivision
This is to advise you that the Planning and Zoning Commission voted on July 25,
1995 to reduce the IWA/CC bond for the above-referenced project from $10,000 to
$5,000.
Please forward an amendment to the bonds we are currently holding showing this
reduction at your earliest convenience.
Thank you.
very truly yours,
PLA A G & ZONING OMMISSION
Russell G. Levack, Chairman
RGL/pmm
cc: Town Engineer
Memo to Jerry Iazzetta
8-25-95
From ABD /✓' ' "��
Re: Bazzano Resubdivision
Charing Road Lip Curbing
I met with Mel this morning to review the areas that Ron Gerber
had marked as to be replaced.
To start out with, most of the curbing is substandard, less than
the required minimum of 6" . Without replacing .it all, the Town
should not be put in a posistion of, 'You accepted it for him,
why wouldn' t you accept it for me' . Perhaps we could be specific
in this case and say that anything less than 5" will be removed.
This would permit two overlays in the future.
We were in the impression that he would come up with a plan,
showing the area to be replaced, the timing and the method. That
we would accept or reject the proposal. The areas marked should
be replaced. There are others where there is a distinct difference
in the material being used. This is evident on the circle and the
frontage along 10 , 11 & 12 , approximately.
Lester' s concern about the sanitary sewer trench in the older
portion of Charing is real. The patch is temporary. The permanent
patch has not been made. The temporary patch was done last winter.
Working with Ron is not a problem. The urgency is his . We need the
plan, method and timing. It would seem that he would be trying to
be on the plus side in these replacements.
It
TOWN OF SOUTH WINDSOR
.p � c NG E,�T
.R�.ICC� ���� s BOND RBTINdTB FORM
P&2 I.D. s _
aNGINEEE t 1994 CALMAR X1z.AR 1
4
DATE: 7 5 9 - , Bond Bond
Unit Reduction Reduction
Item pggcziption Unit' �C,Uu4 t3.tT Price coat No. 1 No. 2
G4
1• Clearing & Grubbing LS -
2. Strip & Stockpile
_ To soil CY /5O0 __ 2,00 _3 000.
3. Earth Excavation
(Excluding Roadway -
_10.06 eZ,5o . . .
4 . Roadway► Excavation► __ CY 1- 5 0 12.00 zi 000'
5. Earth Trench Exc. 0,4 CY c 35' 10.00 350
6. Earth Trench Exc, 0-10 CY �SZS 12.00 eo'Sp0
7. Earth Trench Exc. 0-15 CY 15.00 77
S. Earth Trench Exc. 0-20 CY 10.00
9 Roadway Exc. (Rock) CY 50.00
10. Rock Trench Exc_ 0_4 CY _ 30.00
17 . Rock Trench Exc. 0-10 CY 75.00
12. Rock Trench Exc. 0-lS CY _ 100.00
13. Rock Trench Exc. 0-20 cY 150.00
14 . Formati SY Z S o 1.30
CY
ase _17 !2 -_ moo 0 3�l 9 0 0
15. Sub Gravel - _
16. Processed AggrP TONS 715 18.00 0. sop
ate _
17 . Conanon Borrow CY 10.00 / 5 0 .
18. Gravel Borrow CY 15.00
Bit. Concrete
Class I TONS r 50.00 Z o
20. I1/L Bit. Concrete /S, 6 7r
Class II TONS _ 06 5.....-. 35.00
21 6" Asphalt UR Curbin LF Z 3.00 0
S- 7,1 7� ,
22. a SY ZCoCo 50 -
�C�ag
*varies x 7, v9a Z�,2�U 700
Page 1 Sub-Total $ --_1-1-e _-
Z0113 800• 0I4 9u: ST b6. 'T :1,H14 TUZ -Vt79-2N: 0I 80SUNIM Hif10S A NM01
ONU.'ESTYMATE FORM C//Illg?j
Bond Bond .
Unit Reduction Reduction
;`� Des
Lion Unit Quantit price Cost No. 1 liv. 2
3. Conc Sidewalk 4' Aide LF 30.00
ToRM DRAINACS SYSTEM '
OtiP0_- __VENTS
4. 60" RCP Class- In Place LF - 130.00
3. 34" RCP Class- In Place LF 100.00
6. 48" RCP Class-..In Place LF 75.00
7. 42" RCP Class_ In Place IF 65.00 T- p
S. 36" RCP Class_. In Place LF j3 60.00 lJ• 28a O
9. 30" RCP Class, In Place LF 50.00
0. 24" RCP Class- In Place LF 42.00
1. 21" RCP Class-In Place LF 40.00
Z. 18" RCP Class__In Place LF _ 33.00
3. 15" RCP Class-in Place LF M& 30.00
JLYETHENE PIPE
4 8" ADS-N-12 or Equal 21.00 ...
5 10" ADS-N--12 or Equal 2Z.50
b 12- ADS-N-12 or Equal 24 .00
7 . 15" ADS-N-12 or Equal - 25.50
3. it ADS-N-12' or Equal 28. 00 ..
NDERDRAINS
9. 6" PVC SDR 35 In Place LF 13.00
0. 8" PVC SDR 35 In Place LF 20.00
.IPRAP
U. Modified Ri ra CY 45.00 --
,2. Intermediate Riprap � CY 45.00
/3. Standard RipraD CY 45.00
34,9 3f
age 2. Sub-Total $
��.• . AAA• f11./... l.:.l_w..6:...*.. ••r �T 1111._I
T A 1 f 1 �A /�..?-.n T ?A A!`..•...T_lfl 1..I I`._F+.`!. .w'. ....M...G'+
b011D ESTIMATE FORM
Bond Bond
• Unit Reduction Reduction
Item Dascriptioa . Unit quantitT Price Cost No. I too. 2
)RAINAGE STRUCTURES
,4. Type "C" Catch Basin E11 Co 1500.00
E5. 'f a "C" Double Grate EA
3 2000.00
+6. Type "C-L" Catch Basin F.A. 1500.00
47, Manhole EA 1500.00
48. Manhole wjDrop Inlet EA 2500.00
59. Manhole Over Ten Feet EA .__._ 2000.00
30. Headwall EA
51. Endwall EA
Box Culvert
R - ------- LF
i3. 13" Flared End EA 450.00
14. 18" Flared End EA _.-- 500.00
53. 24" Flared End EA 550.00
_
56. 36" Flared End EA 850.00 1-7 110
70�
7 ... J
10' Wide
58. Gravel Access Road LF 15.00
39. Reset M.H. or C.B. EA 550.00
SANITARY SEWER COMPONENTS
50. 12" PVC In Place SDR 35 LF 40.00
31, 10" PVC In Place SDR 35 LF 37.00
i2. 8" PVC In place SDR 35 LF Tp&q 35.00 _
i3. 6" PVC In Place SDR 35 LF U 30.00
------ ------ - -- --- ------ f--------
k varies
G,ra� l7
8 Do
Pa a 3. Sub-Total $ ��•
tln* A Ann' OH )7:_C._I rA . 7T AH41 T41C_hhl_Cf17• ilT �If].^�►_�`�i. .' �+-�r�r to ►smn
�o�e 'EST.UTATE IL/l2�t� 9
Bond �
Visit Reduction Reduction
zteJR Descri tion Unituantit price Coet . .1` o.�: wrr
3A111TARY SrYMR STRUCTURES
A. Sanitary Manhole EA
Z 1500.00 3000
55. Sanitary Manhole
w Dro Inlet EA 2500.00
56, Sanitary Manhole
over 10 FT. EA 2000.00 DO
57.
>TRUCTURRS & MISC. IT-EMS
;9. Retaining Wall EA
o. Fence
(Type: EA
1 . Guide Rail
(Type, EA
2. End Anchorage
(Type - - � EA
3. Guide post EA 100,00
4 . Pavement Marking LF 1.50 dw2tv5cv
5. Street Signs EA_ _1 75.00 7C 7!r, 0 0
4 Traffic Signs EA 75.00
�.7. Street Lights EA .3 l000.o0
'8. Furnishing //j 04D %j 00�
_ /Placing Topsoil SY 0 2.50 .
dO-
9. 'Fertilizing, Seeding ODD
and Mulchin SY 00 2.50
o_Trees ScE LA joscmtu& 150.00 ---
31. Maintenance/Protection
of Traffic LS "
32. Construction Staking LS * C
varies I'r" //•'�
,age 4. Sub-Total. $_„
cn, j of1n* nm 07• CT hA 7T AWW TO)C__ f7Q_CA7•nT al[14�rtF _ n . i not> -o �.m.R+r
Bci4D 3STIHATE FORM
Bond Bond
Unit Seduction Reduction
Item Description Unit Qannti_ tL Price coat No.
83. Aa-Builts LS Z-Do Z SQL
84. Iron Pins EA
85. Concrete Monuments ue EA o 250.Oo �_ �a
s ¢ v
/q-000
86. Lands capingdrf-Az.++e_ LS * �
87. Driveway-Bit. Cone. ' SY Z3Co 20.00 ¢�ZD Z¢do
69,
90.
Z71OZo Z�oZo /B`9�
Sub-Total $ /
zl-t 7 oa.
Sub-Total Page I $ 17 b-I3
Sub-Total Page 2 $ VAAa•p a,4.f93.r , 7 pd —
Sub-Total Page 3 $ 2.2 _ 6-_ S� zg- •,,jam 14,o9/.S-a
Sub-Total Page 4 $ 37,z4/ �� 90O•
Sub-Total Page 5 S ''�b�-_�?7�oZ O Z?I p
378,4,z4( .Sv
Sub-Total $_ _.. s- 42,69/sa
231 Contingencies x Sub-Total:
4-73, 30/ S3,3bS-
TOTAL S
- � Y *74,000 ,
* varies v
143�6,/7-3 Z
Page 5. Y 9J, ooa
/1A• 1 I'.I1!•.• ALA. Q'L.n._!.:'.T. Mf' T I U1.1 T A I f'� 1-tiA, PAS..R.T \I.L'.S/`�,fI.R 1 T.ffi_, 11 I I),IN.^ .n •tmk 2.•
cr WNC.
LAND PLANNERS
LANDSCAPE ARCHITECTS
July 6, 1994
Design Professionals, Inc.
441 C Governor's Highway
S. Windsor, CT 06074
Attn: Bob Arsenault
Be: Bazzano Subdivision
Sub: Bonding Estimate
Door gob,
The planting estimate for the Bazzano subdivision Is 014,000.00
Re rde,
a R. th
671 HOPMEADOW STREET SWSBURY,CONNECTICUT 06070
203-658-1988 FAX 203-658-1217
4A enmo from
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR.CONN.06074
DATE L J '
TO
Lfr 1r�lLJ€ A'
SUBJECT-
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FOLD- - � I;�� �r-
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BY
LETTER OF TRANSMITTAL
PLANNING DEPARTMENT
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE 77/
SOUTH WINDSOR CT 06074
DATE
( 203 ) 644-2511
�� ••
TO: ftctko
f.
JUL 2 4 1996
SO H W9NDSG3
:Arc.eEPr �9
WE ARE SENDING YOU:
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 ies Pro ect
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:
i
■
,pesigQofessionals, inc.
■ civil engineers • planners • surveyors
July 21, 1995
Marcia Banach, Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Ju'I_ 24 1995
Dear Marcia,
South Windsor
Re: Charing Estates Planning & Zoning Commissior,
As of this date, the only remaining items to be done to complete all work listed for
bonding are the roadway as-builts, lot pinning, and street monumentation. This work is presently
underway with anticipated completion by mid to late August. The bond value of these items is
$ 7,150.00.
Therefore, on behalf of William Bellock, I am requesting a reduction to maintenance bond
plus the $7,150.00 for the incomplete items. The present bond for the project would need to be
renewed very shortly, so we would appreciate any help in achieving the reductions as soon as
possible.
Sincerely
Robert J. Arsenault, P.E.
Principal
cc: William Bellock
165 South Satellite Road, South Windsor, CT 06074 • (203) 291-8755 9 FAX: (203) 291-8757
"�l.-
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WILLIAM 9. BELLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203) 645-1193
July 17 , 1995 2
RE ryE0
Ms. Michele Lipe - JUL 1
Planning office 8 1995
Town of South WindsorR1Hw7NDsoR
1540 Sullivan Avenue NG.DEPT
South Windsor, Connecticut 06074
Re: Charing Road Extension
Dear Michele:
I have instructed DPI to provide you with quantity take-offs
pursuant to my bond reduction request. All road and planting
work have been completed and DPI is working on the as-builts,
pins and monuments. They are estimating the cost of that
work to be $7,150. In light of that, I am requesting that
the bond be reduced to:
Maitenance Bond $47,400
Work Remaining $ 7 ,150
25% Contingency $ 1,787
TOTAL $56 , 337
As always, thank you in advance for your time and
consideration.
Very truly yours,
William J. Bellock
For Charing Road Limited Partnership
<-Afemo from
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR.CONN.06074 -'
F A
TO DATE
L
SUBJECT: �l�C. %/j
FOLD- �.F./.
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`room o-P S-oum `Ouzdgoai
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s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
`ftiaSOR CO AREA CODE 203/644-2511
November 7, 1995
Mr . Richard P. Martel , P.E .
Design Professionals
165 So. Satellite Road
South Windsor, CT 06074
RE : CHARING ROAD AS-BUILTS
Dear Mr . Martel :
We have reviewed the as-built drawings for the Charing Road
subdivision and have the following comments :
1 . Coordinates for monument #11 are not shown.
2 . Plan for the profile of the "Culvert at Driveway" is not
shown.
Please have the appropriate revisions made and forward a copy of the ,
revised plans to this office for review before sending the wash off
mylars . If you have any questions, please call me at 644-2511 ,
Ext . 245 .
Very truly yours,
JehnE
azzet a, P.E .
Tneer
JCl/jsv
cc : A. Bowen Davies, Deputy Town Engineer
TOWN OF SOUTH WINDSOR INSPECTION REPORT o00-
PROJECT: -DEVELOPER:
STREET: C CONTRACTOR:
DATE: TIME.
WEATHER: -INSP:
WORK IN PROGRESS:
7
7Z f;
7--
4-t
-7�LC 7-12 1-
7-
-7
> -------
q O.N N se"
Towti V/ So�A 4 V
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6 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
SOR•GOt, AREA CODE 203/644-2511
November 9, 1995
Mr. William Bellock
P.O. Box 205
Manchester, CT 06045
RE : /HARING ROAD SUBDIVISION
Dear Mr . Bellock:
We have received a preliminary copy of the as-built drawings for
Charing Road Subdivision. A review of these, and a field
investigation, have shown that some of the curbing and pavement for
Charing Road have been placed on Association Land. This needs to
be verified by your engineers and either the road/curbs will need
to be relocated, or the right of way re-established.
Also, the deeds for the portion of the old cul-de-sac that is to be
deeded back to the abutting property owners should be prepared by
your attorney and submitted to us for review and Town Council
action. Included in this process will be the need for you to
obtain an independent appraisal of the land to be deeded.
If you have any questions, please feel free to call me at 644-2511 ,
Ext . 245 .
Very truly yours,
jtr
JehEn
azze t P.E.
Toeer
JCl/jsv
cc: Marcia A. Banach, Director of Planning
Melvin C. Stead, Supt. of Street Services
1w11e.1JC195/bell ock11-9
WILLIAM J. BBLLOCK 1 ��
TJ '""f
P.O. BOX 205 , I
Manchester,Connecticut 06045
(203)645-1193
June 18, 1996
Mr. Jerry C. lazzetta
Town Engineer �+
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT. 06074
By FAX: 203-644-3781
Re: Charing Road Extension
Dear Mr. lazzetta:
The improvements, including the driveway repairs, at the above referenced subdivision have
been completed. I am requesting the reduction of the bond amount to the one year maintenance
level.
Very truly yours,
9
William J. Bellock
For Charing Road Limited Partnership
cc Bazzano
jut4
TOWN OF SOUTH WINDSOR
1540 Sullivan Avenue
South Windsor, Connecticut 06074-2786
[Telephone # (203) 644-2511 �(Z FAX # (203) 644-3781
DATE
PLEASE DELIVER THE FOLLOWING PAGES TO:
NAME
41eaj* p
COMPANY
FAX # 643"s'773
FROM:
NAME E7 '� 17'6�
TITLE
MI!
SAGE:
I!
LZO de:2,1Z=) Copy OG
C N6I AMP Soeplal* K)
If you did not receive all pages (including the cover) , or if
you have any questions, please call 644-2511 as soon as possible.
1041 MAIN STREET MANCHESTER STATE BANK
185 SPENCER STREET
1046 TOLLAND TURNPIKE MANCHESTER, CONNECTICUT 06040 TELEPHONE (203) 646 4004
December 13, 1995 jr�� Tj
OEc 14 1"5
Planning & Zoning Commission South Windsor
Town of South Windsor Planning & Zoning Commissio»
1540 Sullivan Avenue
South Windsor, CT. 06074
RE: Charing Road Limited Partnership, Letter of Credit 1994-007
App. #94-11P, Bazzano Subdivision/Charing Road Extension
Dear Sir or Madam:
This letter is to inform you that the above referenced Letter of Credit has been extended
for one year. the new maturity date of this Letter of Credit is December 30, 1996.
With the above exception, all terms and conditions of this Letter of Credit remain the
same.
If you have any questions, please do not hesitate to contact us.
Ve my yours,
Patric W. Kenney
Executive Vice Presid t
PWK:do✓ ;
CC: William Bellock
H ��-
TOWN OF SOUTH WINDSOR INSPECTION REPORT
PROJECT: (34oe;7"ZZ✓�'�'� /�:�yvi3� , DEVELOPER:
STREET: G L—/t�/G� CONTRACTOR:DATE: L/— D Z- QG TIME:
WEATHER: A-/ LLr INSP:
WORK IN PROGRESS:
7-7,4.- t—y y-o,�s
3
AREA OF CONCERN: 0( #CP Y 7
SPECIAL INSTRUCTIONS:
TOWN OF SOUTH WINDSOR INSPECTION REPORT
PROJECT: DEVELOPER:
STREET: CONTRACTOR:
DATE: /.-�� TIME:
�TEATXER: � S��e�s� INSP:
STORK IN PROGRESS:
c•oiv't
/liLiC S /�Lo i✓6 S �f7.� G S i✓. •.r.J/Sf i.ev ��Ate- TC f,�
✓✓.5/.ft'/t'J/ Ji /fP/ it.��l/�vG'� a
S�/� C o.-,ITS. •
AREA OF CONCERN:
PECIAL INSTRUCTIONS:
WILLIAM9. BELLOCK
P.O. Box 205
Manchester,Connecticut 06045
(203)645-1193
July 21, 1996
Mr. Jerry C. lazzetta
Town Engineer
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT. 06074
By FAX: 203-644-3781
Re: Charing Road Extension
Dear Mr. lazzetta:
Once again, (please reference my letters to you of April 9, 1996 and June 18, 1996) 1 am
requesting the reduction of the bond amount at the above referenced subdivision to the one year
maintenance level.
Very truly yours,
C�
William J. Bellock
For Charing Road Limited Partnership
cc Bazzano
ci, 4-1
Tt
10W N S f4(
V&&-4&t
s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
soR•co` AREA CODE 860/644-2511
September 11, 1996
Mr. William Bellock
P.O. Box 205
Manchester, CT 06040
RE : CHARING ROAD SUBDIVISION - 94-11P
Dear Mr. Bellock:
I have observed that the sanitary manhole in front of 64 Charing
Road is damaged. This manhole cover needs to be replaced prior to
our recommendation for a bond reduction.
If you have any questions or comments, please call me at 644-2511,
Ext . 257, or Jerry C. Iazzetta at Ext . 245 .
Very truly yours,
Tracy A. LaPiene
Project Engineer
TAL/j sv
vallez/TAL/charingrd
MEMORANDUM
TO: Marcia A. Banach, Director of Planning
FROM: Jerry C. Iazzetta, Town Engineer
DATE: October 23 , 1996
RE : CHARING ROAD/BAZZANO SUBDIVISION
tc'
We have reviewed the request to reduce the bond to maintenance
level and acceptance of the infrastructure. We recommend that the
bond be reduced to maintenance level, however, this recommendation
does not include landscaping and ask for your assistance in
reviewing the landscaping.
JCl/j sv
X1961MABMEM09/charingbmd
r
Cleaveland Legal Blank Service. Inc.
(j - l4 �y L 1294 Blue Hills6Ave., Bloomfield, CT
WARRANTEE DEED U V VV .203) 24R-34E6 1-800.R41-4579
To all People to whom these Presents shall come, Greeting: , , " ",3
KNOW YE, THAT WE , GAETANO BAZZANO and CYNTHIA P . BAZZANO
for the consideration of NO CONSIDERATION
3°
received to O U R full satisfaction of t h e Town o f South Windsor
x
f
3
do give, grant, bargain, sell and confirm unto the said Town of South Windsor
a certain piece or parcel of land shown as "Parcel 'F' area to be conveyed from
land N/F Gaetano & Cynthia P. Bazzano to the Town of South Windsor" on a map or plan
entitled "Plans prepared for Gaetano Bazzano Beelzebub Road, South Windsor, Connecticut ',
Design Professionals, Inc. Job. No: 94-774, date 12-11-95, Richard P. Martel, surveyor
on file with the Town of South Windsor Land Records.
CONVEYANCE TAX RECEIVED
-ATL S�. a I '_ ._ .N01_L_
TOWN CLERK OF SOUTHWINDSOR
C$ 8
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To Have and to Hold the above granted and bargained premises, with the appurtenances G,
thereof, unto the said grantee its heirs, successors, and assigns forever, to
them and their own proper use and behoof. And also, we the said grantor s
U
do for ourselves + our heirs executors administrators and successors covenant with a
the said grantee , i t s heirs, successors, and assigns, that at and until the ensealing of
these presents, it is well seised of the premises, as a good indefeasible estate in Fee
Simple; and ha s good right to bargain and sell the same in manner and form as is above
written and that the same is free from all encumbrances whatsoever, except as hereinbefore
mentioned.
And Furthermore, we the said grantor s do by these presents bind our selves and
our heirs forever to Warrant and Defend the above granted and bargained premises to
the said grantee , its heirs, successors, and assigns, against all claims and demands
whatsoever, except as hereinbefore mentioned.
,F yy
g� k
IN WITNESS WHEREOF, YE, GAETANO BAZZANO and CYNTHIA P. BAZZANO
4
A
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ha ve hereunto set our hand s this ' I day of January 19 96
S
g Signed and Delivere 'n the presence of(Type or Print name below each signature.)
WITNESS: GRANTOR: t
k . . . . . . . . 1.. .!! .! .. . . . . . . . . .
�� � 5 l E GAETAN • �BAZ 7AN
•
CYNTHIA P. BAZZANO .� G0.e- ►o &zzAM
'A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
�r
i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STATE OF CONNECTICUT,
COUNTY OF ss. V&IM6rl January 19 96
PersonallyAppeared 6L Vr, i n
PP GAETANO BAZZANO I h IV I V0.II� �r/►h_ aq
Signer(s) of the foregoing Instrument, and acknowledged thersame to beL �
free act and deed, before me.
�
/Commis ' ner o Su� f perior Court
STATE OF CONNECTICUT
COUNTY OF ss. 19
�p
y Personally Appeared
as aforesaid, Signer of the foregoing Instrument, and
acknowledged the same to be free act and deed as such
and the free act and deed of said corporation/partnership, before me
Grantees'Address: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Notary Public/J.of Peace/Commissioner of Superior Court
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _IV'D FOR RECORD:
I pp p r.
TOWA CLERK, Sout WINDSOR. CT
a
AS,I.sT,AT ToWki'CLy„A
�W
WARRANTEE DEED
FROM
. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .
TO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Dated . . . . . . . . . . . . . . . . . ... . . . . 19.....
FEB 2 9 1996
Received . . . . . . . . . . . . . . . . . . . . 19.....
M.
Recorded inf� . . . . . . . . �. .
LAND RECORDS
Vol... ........... Page...........
ASSISTANT TQWN Cc Clerk
Town Clerk; After recording please return to:
Law r t - -,r nf- D. StICIgr$ , .
WARRANTEE DEED u L• A YID R� e►�eda,c
c2ao)u3-�
To all People to whom these Presents shall come, Greeting: Cl 1 17
KNOW YE, THAT WE, ROBERT M. STINGLE and KATHLEEN D. STINGLE
for the consideration of NO CONSIDERATION
received to OUR full satisfaction of the TOWN OF SOUTH WINDSOR
do give, grant, bargain, sell and confirm unto the said TOWN OF SOUTH WINDSOR
a certain piece or parcel of land shown as "Parcel 'G' area to be conveyed from land
N/F of Robert M. Stingle to the Town of South Windsor" on a map or plan entitled
"Plans Prepared for Gaetano Bazzano Beelzebub Road, South Windsor, Connecticut,
Design Professionals, Inc. Job No: 94-774, date 12-11-95, Richard P. Martel,
surveyor, on file with the Town of South Windsor Land Records.
Subject to possible water and pipe rights, appearing of record.
CONVEYANCE TAX RECEIVFD
WiTE
NO_x
Tolk,V#1 CLERK OF SOUT4 VIN66 o6
VUI. PAGE 3
To Have and to Hold the above granted and bargained premises, with the appurtenances
thereof, unto the said grantee its heirs, successors, and assigns forever, to
them and their own proper use and behoof. And also, we the said grantor s
do for oursel ves , our heirs, executors, administrators, and successors, covenant with
the said grantee , its heirs, successors, and assigns, that at and until the ensealing of
these presents, it is well seised of the premises, as a good indefeasible estate in Fee
Simple; and ha s good right to bargain and sell the same in manner and form as is above
written and that the same is free from all encumbrances whatsoever, except as hereinbefore
mentioned.
And Furthermore, we the said grantor s do by these presents bind our selves and
our heirs forever to Warrant and Defend the above granted and bargained premises to
the said grantee , its heirs, successors, and assigns, against all claims and demands
whatsoever, except as hereinbefore mentioned.
IN WITNESS WHEREOF, WE, ROBERT M. STINGLE and KATHLEEN D. STINGLE
ha ve hereunto set our hands this 16 0--day of January 19 96
Signed and Delivered in the presence of(Type or Print name below each signature.)
WITNESS:
iN . . . . . . . . . . . . .
C�.
. . . . . . . . . . . Rh6a M. -�T�N�LE
r��►z-y A. SsE
. . 0_� . . . . . . . . . . . . . . . . . . . . . . . . .
Cj(/tdq �• (dal L %SO n— THLEEWJ4 STINGLE
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STATE OF CONNECTICUT,COUNTY OF HARr-F67zD o WW5Uv__januaryjss. ��Q 19 96
Personally Appeared ROBERT M. STINGLE and KATHLEEN D. STINGLE
Signer(s) of the foregoing Instrument, and acknowledged the same to be their
free act and deed, before me. :J
u tc ce/ missione per' Court
MArtz-y A . 7z.0S S M E
STATE OF CONNECTICUT,
COUNTY OF ss. 19
Personally Appeared
as aforesaid, Signer of the foregoing Instrument, and
acknowledged the same to be free act and deed as such
and the free act and deed of said corporation/partnership, before me.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Grantees' Address: Notary Public/J.of Peace/Commissioner of Superior Court
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RECEIV'rD FOR RECORD:
DATE FEB 2 9 29-46 -n 2 3C)
KD OR. CT
i
WARRANTEE DEED
FROM
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
TO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Dated . . . . . . . . . . . . . . . . . . . . . . . . . 19.....
1096
Received . . . . . . . . 2 9 ... . . . . . .
At .� ....P..M.
Recorded in . . . . . . . . . �.
LAND RECORDS
r�
Vol...R h.......... Page..
...........
3
ASSISTANT Tvt 1i ULt Clerk
Town Clerk; After recording please return to:
Lavj OffiCe., off D. Stingle
Vernon, CA',
I
CjEA
c
WARRANTEE DEED 114 tom)u3
To all People to whom these Presents shall come, Greeting:
KNOW YE, THAT WE, GAETANO BAZZANO and CYNTHIA P. BAZZANO
for the consideration of NO CONSIDERATION
8
received to OUR full satisfaction of the Town of South Windsor
do give, grant, bargain, sell and confirm unto the said Town of South Windsor
a certain piece or parcel of land shown as "Parcel 'H' area to be conveyed from
land N/F of Gaetano & Cynthia P. Bazzano to the Town of South Windsor" on a map
or plan entitled "Plans Prepared for Gaetano Bazzano Beelzebub Road, South Windsor,
Connecticut, Design Professionals, Inc. Job No: 94-774, date 12-11-95, Richard
P. Martel, surveyor, on file with the Town of South Windsor Land Records.
ti
V U L j PAGE
To Have and to Hold the above granted and bargained premises, with the appurtenances
thereof, unto the said grantee its heirs, successors, and assigns forever, to
them and their own proper use and behoof. And also, we the said grantor s
do for ourselves , our heirs, executors, administrators, and successors, covenant with
the said grantee , its heirs, successors, and assigns, that at and until the ensealing of
these presents, it is well seised of the premises, as a good indefeasible estate in Fee
Simple, and has good right to bargain and sell the same in manner and form as is above
written and that the same is free from all encumbrances whatsoever, except as hereinbefore
mentioned.
And Furthermore, we the said grantor s do by these presents bind our sel vesand
our heirs forever to Warrant and Defend the above granted and bargained premises to
the said grantee , its heirs, successors, and assigns, against all claims and demands
whatsoever, except as hereinbefore mentioned.
IN WITNESS WHEREOF, WE, GAETANO BAZZANO and CYNTHIA P. BAZZANO
ha Ve hereunto set our hands this 1 I day of January 19 96
Signed and Delivered in the presence of(Type or Print name below each signature.)
WITNESS: GRANTOR:
. . . . . . . . . . � . . .� SEA• 'GAETANO $AZZ •0
• • . . . . . . . . . . . • • • • • . • .I •`. �•
`, Scllurv� CYNTHIA P. BAZZANO
►.�` 6,42ZHN0 lion, a#mrn 6a
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STATE OF CONNECTIC T,
COUNTY OF ss. VO,/L41 on January 19 96o ll�� �T /�
Personally Appeared GAETANO BAZZANO and CYNTHIA P. BAZZANO 64 Ga.e,4"o /Jazz
Signer(s) of the foregoing Instrument, and acknowledged the same to be their
free act and deed, before me. a �. ✓4L`C-: . . . . .
e Commissi ner
of Superior Court
STATE OF CONNECTICUT,
COUNTY OF ss. 19
Personally Appeared
as aforesaid, Signer of the foregoing Instrument, and
acknowledged the same to be free act and deed as such
and the free act and deed of said corporation/partnership, before me.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Grantees'Address: Notary Public/J.of Peace/Commissioner of Superior Court
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fT€1rrR FOR RECORD:
a
ASFISTANI-TO 14tIN C Lc. r,
i
WARRANTEE DEED
FROM
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
TO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Dated . . . . . . . . . . . . . . . . . . . . . . . . . 19.....
FED 29 l996
Received . . . . . . . . . . . . . . . . . . . . . . 19.....
Recorded in . . . . . . . . . .`:^.
LAND RECORDS
Vol...?? 1 1 4
.. Page..................
apPTT Clerk
ASS lST ANT TOWN'
Town Clerk; After recording please return to:
�..:.^...� ',It-0— ail
...:;� D. Stingy