HomeMy WebLinkAbout1790 Ellington Road (2) c - r TOWN OF SOUTH WINDSOR , CONNECTICUT
PLANNING AND ZONING COMMISSION
t to APPLICATION FO
Application No. :
Date Re T
Action Publ c Hearin by : ,-" JAN
Rec ipt o. :
b0dch vVindsor
APPLICANT: W. Fish Planning & Zoning Commission
ADDRESS : 453 Hartford Turnpike, Version, CT 06066
TELEPHONE: 871-1400
OWNER OF RECORD ON LAND RECORDS : Wapping Community Church, Inc.
ADDRESS : 1790 Ellington Road, South Windsor, CT 06074
COMPLETE LOCATION OF PROPERTY: north of Route 30, west of ,Sullivan Avenue,
east of Community Road ZONE: RR
NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD D BE
-Design Professionals, Inc. , 491. Bu%kland Road, South Windsor, CT 06074, Tel. 644-4795
T ponard lac QbS Esq. 148 Main Street, Man('hester, CT 06040 T_ELEPHON • 646-0121
THIS APPLICATION IS FOR :, (Check one of the following)
"X_ 1 . Zone Change to Rc__.._ (Public Hearin -�
g required) .
2 . Subdivision ,
3. Open Space Subdivision (Public Hearing required) .
4. Resubdivision (Public Hearing required) .
S. Special Exception to Article
(Public Hearing Required) .
6. Site Plan of Development .
7. Earth Filling [Section 101 and/or Earth Removal [Section 9(Public Hearing Required) . }
8. General Plan of Development .
9. Regulation Amendment : Zoning Subdivision
_10. Other (explain in detail ) :
CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION
SIGNED- BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN MU BE
TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKL
IST,
C r .
Applicant 7 �
0wner "l
REAL ESTATE AGREEMENT
THIS AGREEMENT, dated as of Novemberoz , 1987,' has been
entered into between the WAPPING COMMUNITY CHURCH, INC. , of
1790 Ellington Road, South Windsor, Connecticut (the "Seller")
and DONALD W. FISH of• 20 Dimock Lane, Bolton, Connecticut
06043 (the "Buyer") .
The Seller agrees to sell and the Buyer agrees to buy
the real property presently owned by the Seller, situated to
the west of Sullivan Avenue, presently known as the Wapping
Community Church's Community House, located at 1788 Ellington
Road, South Windsor, Connecticut 06074 (the "Premises") upon
the terms and conditions hereinafter stated.
Section 1. Date and Place of Closing: The closing
shall be held on or before the Closing Date (hereinafter
defined) at the offices of the Seller's attorney, David W.
Cooney of RisCassi and Davis, P.C. , 131 Oak Street, Hartford,
CT 06106, the place of business of the buyer's lending
institution.
Section 2 . Purchase Price: The purchase price which
the Buyer will pay to the Seller is
subject to Adjustment in
accordance with Section 6 hereof. The buyer shall pay the
purchase price as follows:
(a) Deposit to be paid upon the signing of this
Agreement;
(b) Deposit to be paid by Buyer to Seller no later
than fifteen (15) days after the Zoning Change (as
hereinafter defined) has been obtained;
(c) The balance, subject to adjustment as
aforesaid, at the Closing by certified or bank
check drawn on a bank located in the State of
Connecticut and payable directly to the Seller or
Seller's attorney without endorsement;
Section '3. Occupancy: The Seller shall deliver
possession and occupancy of the Premises, free from all
tenancies and persons in possession, to the Buyer as of the
time of closing.
Section 4. Condition of Premises: The Buyer represents
that an inspection of the Premises has been made by or on
behalf of the Buyer, that the Buyer is fully satisfied with
the condition thereof, and that the Buyer has not relied upon
any representations of the Seller or the Seller's agents or
representatives as to the physical condition of the Premises
or the zoning, subdivision or other legal status thereof. The
Buyer agrees to purchase the Premises as they exist on the
date hereof, "as is, where is, " subject to and with changes
resulting from Acts of God and normal wear and tear up to the
time of closing.
Section 5. Broker or Agent: The Buyer and the Seller
hereby represent and agree that no real estate broker or agent
has been in any way involved with this transaction.
Section 6. Adjustments and Taxes: The purchase price
shall be adjusted for property taxes, fire district taxes and
governmental assessments (if any) and other charges against
the Premises as of the- time of the closing in acordance with
the regularly accepted practices of the Hartford County Bar
Association.' The Buyer agrees to assume and pay all taxes,
assessments and other adjustment items as part consideration
for the sale.
Section 7 . Condemnation: In the even that all or a
material part of the Premises be taken by eminent domain, this
Agreement may be terminated at the election of the Buyer upon
written notice to the Seller and any time prior to the time of
closing, in which case the Seller shall refund the deposit
made hereunder, whereupon this Agreement shall be deemed
terminated and the lien of the Buyer against the Premises
shall wholly cease.
~ Section 8 . Miscellaneous: The terms of this Agreement ^�
constitute the entire agreement between the Buyer and the
Seller concerning the Premises and any other matters which are
the subject of this Agreement, and this Agreement supersedes
any and all other negotiations and agreements, if any,
concerning the Premises and such other matters whether oral or
written between the Buyer and the Seller.
This Agreement cannot be changed or modified orally.
Any change or modification must be made in writing and signed
by the parties hereto.
This Agreement shall be binding upon and inure to the
benefit of the parties hereto and their respective successors,
heirs, executors, administrators and assigns.
The Seller represents and warrants that- Kenneth
Ruisinger, as Chairman of the Board of Property Trustees, is
empowered by the Church Council of Wapping Community Church to
execute this Agreement and any deeds or other legal documents
necessary to effectuate this Agreement.
Buyer agrees that Buyer shall not record this Agreement
4
or any notice hereof. If this Agreement shall be recorded and
title shall not be transferred as called for by this
Agreement, Buyer agrees, on request of Seller, promptly to
execute and deliver without charge therefor a release of this
Agreement in recordable form.
Section 9. Zoning Chanqe: The parties agree that the
Premises are presently zoned for residential use. Buyer
wishes to obtain a change in the zoning of the Premises so as
to permit a restricted commercial use, as defined by the
regulations and ordinances of the Town of South Windsor.
In that regards, Buyer agrees to submit at his sole
expense and as soon as practicable, an Application for change
of zone with the Planning and Zoning Commission or other
appropriate and necessary Town agencies, seeking to have the
Premises zoned for a restricted commercial use. The Seller
shall cooperate with the Buyer in connection with obtaining '
the zone change, and will sign the necessary zoning �.
applications, provided that the Seller shall not be obligated
to provide work or services with respect thereto and shall not
be obligated to incur or suffer any expense or liability with
respect thereto.
If the zoning change cannot be obtained, then this
Agreement may be terminated by the Buyer upon written notice
to the other, in which case the deposit paid by the Buyer to
the Seller hereunder shall be returned to the Buyer and
thereafter neither party shall have any rights or obligations
hereunder. The closing of title is contingent upon obtaining
the zone change.
Section 10. The Buyer reserves the right to inspect the
Premises for the existence and .presence of asbestos-containing
insulation. Any such inspection is to be conducted at the
sole expense of the Buyer and is to be conducted within sixty
(60) days of the date of this Agreement.
If within five (5) days after the date of said
inspection, Seller has not received written notification from
the buyer concerning the results of said inspection,
indicating the presence of asbestos-containing insulation,
Buyer will be required to proceed with this Agreement.
Section 11. Time of Closing: The closing shall occur
on a date on or before December 31, 1987 unless the Buyer has
not yet been able to obtain the above-described zone change,
in which case the closing will take place within thirty (30)
days of the $uyer' receiving the necessary zone change.
Section 12. Assignment: The Buyer may not assign this ,,,
Agreement or all or any of Buyer's Rights under or interest in
this Agreement.
Section 13 . Risk of Loss: Risk of loss or damage to
the "Premises" shall be upon the Seller until closing.
Section 14. Title: Seller will transfer fee simple M
title to the "Premisesy to the Buyer by a Connecticut fprm of
Warranty deed, subject to (a) any and all provisions of any .
ordinance, municipal regulation, or public or private law;
declarations, restrictions, covenants and easements of record;
any state of facts an accurate survey or personal inspection
of the 'Premises" might reveal; provided they do not interfere
with the present location of any building located on the
"Premises" or render title to the "Premises" unmarketable; (b)
current taxes. Seller also represents that at the time of the
Closing, the "Premises" will not be occupied by any tenants in
possession and that title will be conveyed free and clear of
any Mechanic's Liens.
IN WITNESS WHEREOF, the Buyer and Seller have duly
executed this Real Estate Agreement and a duplicate of the
same tenor and date.
SELLER:
(L.S. ) 1
W PPING COMMUNITY CHURCH INC.
BY KENNETH RUISINGER,
CHAIRMAN OF THE BOARD OF
PROPERTY TRUSTEES
BUYER:
U (L.S. ) {
ONALD W. ISH
t
PLANNING DEPARTMENT
IN-HOUSE REFERRAL FORM
4 r�
TO: Karl Reichle, MikeGantick, Mel Stead, Fred Shaw, Date:
Rid�ard J. SartOr, Gary Tyler, Fire Marshal Lanrxinxg, John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project: D. U)`
Subdivision Site Plan
Residential Commercial
Industrial
Location: J,
Project Description: R R 4-o &C
z� C
Future Town-owned property involved? YES �( NO
(a) new streets ( existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments :
Please let me know by 1-1L5 1,11 if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
PLANNING -DEPARTMENT
IN-HOUSE REFERRAL FORM
Date:
TO: Karl Reichle, Mike Gantick, Mel Stead, Shaw
Richard J. Sartor, Gary Tyler, Fire Mar John Shemo
FROM: Marcia A. Banach, Director of Planning
The Planning & Engineering Departments have received plans for the
following project:
9
Subdivision Site Plan
Residential Commercial
Industrial
Location:
Project Description: vx� (t 1� 4-o
Future Town-owned property involved? _YES NO
(a) new streets ( existing frontage also)
(b) new open space/recreation area
active passive
(c) new detention area
Planning Department comments :
Please let me know by 5 ��� if you will have comments on
this application so that I can follow up with your department when I
do a Planning Department report.
r
TRAFFIC IMPACT STUDY
ZONE CHANGE
r
W -P�aING COMMUNITY CHURCH PROPERTY
WAPPING FIVE CORNERS
SOUTH WINDSOR, CONNECTICUT
r
PREPARED FOR
DONALD W. FISH
r
SURVEYORSENGINEER
r-
STORCH
STORCH
ASSOCIATES
TRAFFIC IMPACT STUDY
in connection with
Zone Change
from Zone RR - RC, Restricted Commercial
Wapping Community Church
Wapping Five Corners
South Windsor, Connecticut
Prepared for
Donald W. Fish
Prepared by
STORCH ASSOCIATES
_ 161 Main Street
Wethersfield, Connecticut 06109
February 4, 1988
STORCH
ASSOCIATES
TABLE OF CONTENTS
Page
I. INTRODUCTION. . . . . . . . . . . . . . . . . . . . 1
Drawing No. 1 - Area Location
Drawing No. 2 - Site Location
Drawing No. 3 - Site Plan - Office Building
Drawing No. 4 - Site Plan - Drive-In Bank
II. EXISTING TRAFFIC CONDITIONS . . . . . . . . . . . . 4
A. Site Description and Roadway Geometrics. . . . 4
B. Existing Traffic Volumes . . . . . . . . . . . 6
Table I
C. Roadway Safety . . . . . . . . . . . . . . . . 7
III. TRAFFIC IMPACT OF PROPOSED FACILITY . . . . . . . . 8
Table II
Table III
Drawing No. 5 - Directional Distribution - A.M. PK.
Drawing No. 6 - Directional Distribution - P.M. PK.
IV. CONCLUSION. . . . . . . . . . . . . . . . . . . . . 10
APPENDIX
Accident Records
Traffic Volume Data
Capacity Analysis
STORCH
ASSOCIATES
I. INTRODUCTION
This report details the analysis and findings of a traffic
impact study which was undertaken in connection with the proposed
zone change from zone RR to RC at the northwest corner of the
Five Corners intersection in South Windsor, Connecticut. The
purpose of this report is to document the probable traffic impact
of the proposed new land use and to ensure safe traffic operation
subsequent to the completion of the project. This report
analyzes both the general office and the drive-in bank land uses
which are the most probable use of the site. The existing
building will remain in any case. See Drawing No. 1 for the area
— location, Drawing No. 2 for the site location, and Drawing No' s.
3 & 4 for the site plans (3 for office, 4 for drive-in bank. )
The scope of the study effort included: 1. traffic
observations; 2. placement of traffic recording devices on major
streets; 3. obtaining count data and accident data statistics
from the State of Connecticut Department of Transportation
(ConnDOT) for estimation of future traffic generation; 5.
performance of capacity analysis; and 6. review of internal site
circulation.
In order to clarify the meaning of certain specialized
traffic engineering terms which may be used in this report, the
following definitions are offered:
-' Trip is a one-way movement to or from a site. One car
entering and leaving a site constitutes two trips.
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ASSOCIATES
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ELLINGTON ROAD ( ROUTE 30 )
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D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH W I ND SOR CT
SITE PLAN NO LTO SCALE
OFFICE BUILDING 0RA E..KK BY:
.
CNECK�By
STORCH 161 MAIN STREET A.1•w. .
MA hN 1988
ASSOCIATES I WEIHMSFIELO,CT 06109 0W6, NO.
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ELLINGTON ROAD CYTE. 30 )
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D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT.
SITE PLAN No TO SCALE'
BANK DRAWND
p u CHECKED my: `
STORCH 161 MAIN STREET DATE:
MARCH 1988 R
A33MIATES NETHERSMELD,CT 06109 "Is. NO.
4
STORCH
ASSOCIATES
Traffic Generation is the actual number of vehicle
movements which may reasonably be expected to be attracted
by a specific development. Usually, traffic generation is
expressed as a number of trips.
Average Daily Traffic (ADT) is the total traffic
generation of a development on a typical working weekday. Note:
These are also one-way movements so the actual number of vehicles
is half the ADT generated.
Peak Hour Generation is the maximum traffic generation which
may be anticipated during the highest volume hour for the
particular land use. This analysis parameter may vary as to the
time of day, depending on the type of facility proposed.
Commercial development normally generates peak volume rates which
coincide with the peak volume rates of the surrounding roadway
network.
Trip Distribution is the process of determining the
proportions of the generated trips that can be expected to
originate or terminate at any location normally based on the
populations and census data available as to trips to work or
trips to shopping depending on the land use which is analyzed to
provide a percentage of traffic which can be expected to
originate from each location, plus the percentages of traffic
arriving from each location are determined the most probable
route is used to determine the percentage of such generated
traffic using each approach to the site.
_ 2
STORCH
— ASSOCIATES
Traffic Assignment is the process of assigning the
trips which have been distributed from the various points of
origin to the roadway system which would provide the most
direct route between the points of origin and destination.
Capacity and level of Service (LOS) are terms utilized to
w
describe the ability of a roadway intersection to handle its
traffic assignment.
Level of Service (LOS) at signalized intersections such as
those involved in the present study are defined in terms of
average vehicular delay time. Definition of LOS vs. average
delay time is given in the 1985 Highway Capacity Manual (Special
Report 209) and is shown below in the following table:
LEVEL-OF-SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS
Average
Stopped Delay Expected Delay
Level of Service per Vehicle (sec) Due Average Vehicle
A < 5.0 Little or no delay
B 5.1 to 15.0 Short traffic delays
C 15.1 to 25.0 Average traffic delays
D 25.1 to 40.0 Long traffic delays
E 40.1 to 60.0 Very long traffic delays
F > 60.0 Over-capacity
Reference: Table 9-1 of the 1985 Highway Capacity Manual.
Capacity calculations in this report have utilized the FHWA
Software named the Highway Capacity Software distributed by
McTrans in Florida.
_ 3
STORCH
ASSOCIATES
II. EXISTING TRAFFIC CONDITIONS
A. Site Description and Roadway Geometrics
The proposed site consists of 0.64 acres of land which
presently contains a structure which is an annex building to the
Wapping Community Church. However, the church has decided that
the use of the annex building is no longer desireable and is
planning to do an expansion on the site of the main church
location. It is an irregularly shaped quadrangle with parallel
top and bottom sides and skewered left and right sides.
The site is bounded by three roads: the northeast side is
bounded by Sullivan Avenue, the northwest side is bounded by
Community Road and the southern side by Ellington Road. The site
borders two legs of the five corners intersection in South
Windsor. It occupies the northwest fifth of that intersection.
The five corners intersection is comprised of Ellington Road
which becomes Oakland Road to the east of the intersection,
Buckland Road south from the intersection and two southbound
approaches which consist of Sullivan Avenue and Ellington Road.
The mainline road of Ellington Road/Oakland Road is also known as
Connecticut Route 30. Ellington Road in this area is a modern
bi-directional roadway with an approximate 40 foot cross-section
with two 15 foot lanes with 5 foot shoulders provided. The
posted speed limit is 40 mph in the vicinity of the site.
4
STORCH
_ ASSOCIATES
Buckland is also a modern two lane roadway with a 40 foot
cross-section and a posted speed of 35 mph. Sullivan Avenue and
Ellington Road are both modern roadways with 40 foot
cross-sections with 15 foot travel lanes, 5 foot shoulders and
posted at 35 mph. Buckland Road has the same cross-section as
Ellington Road on the eastbound approach. The five corners is
controlled by a traffic signal. Proper lineage is provided on
Ellington Road at the intersection where it widens to a two-lane
approach, where a left lane is provided for vehicles turning left
to Sullivan Avenue or left to continue on Ellington Road and the
right lane is for through traffic and vehicles turning right onto
Buckland Road. Similarly, Oakland Road approaching westbound has
the right lane for turning movements right onto Sullivan Avenue
or right onto Ellington Avenue and a left lane for turning
movements left onto Buckland Road or through movements to
Ellington Road. Sullivan Avenue and Ellington Road both have
— single lane approaches with all movements made from a single lane
while Buckland Road provides for a left turn lane and a through
right lane. Community Road is commonly used by vehicles turning
left from Ellington Road onto Sullivan Avenue and vehicles making
the reverse movement from Sullivan Avenue right to Ellington
Road.
Continuing north on Sullivan Avenue, are the Town Hall and
Library on the right side of the road in the immediate vicinity
of the proposed site. North of there, Sullivan Ave. intersects
5
STORCH
ASSOCIATES
Sand Hill Road at a T-intersection, and continuing north Sullivan
Avenue becomes Graham Road in the vicinity of the South Windsor
High School and the Wapping Elementary School and Community
Center. The general land use in the area is residential with a
few scattered commercial uses. On the south side of Ellington
Road at the five corners intersections there is a 24-hour bank
and also a drive-thru bank. South on Buckland Road there are
some small commercial land uses with a small strip shopping
center and also residential land use. Continuing further south,
Buckland Road intersects with I-84 where I-84 provides a full
interchange supplying separate ramp movements for each desired
movement, both eastbound and westbound and entering and exiting
the highway. Traveling north on Ellington Road there are
primarily residential land uses with various T-intersections and
four-way intersections with an occasional traffic signal.
Continuing east on Oakland Road, Route 30 is primarily
-- residential, and continuing approximately four miles it
intersects Route 84, again with full ramp movements provided.
West of the site on Ellington Road, land use is primarily
residential with a few small business uses and a few restaurants.
B. Existing Traffic Volumes
Points of traffic volume data acquisition include:
Community Road adjacent to the site drive and Sullivan Road north
of Community Road, Ellington Road west of Community Road,
Buckland Road south of Five Corners, Route 30 east of Five
— 6
STORCH
— ASSOCIATES
Corners, and Ellington Road northeast of Five Corners. A tabular
form of all pertinent traffic volume information appears in
Table I and is summarized below.
The following is a description of the first entry in Table I
(the following entries can be interpreted in a similar manner. )
The 1988 Storch Associates 24-hour machine traffic count data
for Community Road was recorded at a location on Community Road
midway between Sullivan Road and Ellington Road. The
bi-directional average daily traffic was recorded at 1700 (600
northbound & 1100 southbound. ) The AM and PM peak hour
bi-directional counts were 200 (49 northerly, 151 southerly) and
150 ( 68 north, 82 south) , respectively.
C. Roadway Safety
In order to fully assess the safety characteristics
exhibited by Community Road in the vicinity of the site, the
latest available ConnDOT accident statistics (July 1, 1984 - June
30, 1987) were obtained for the full length of Community Road
between Sullivan Avenue and Ellington Road. During the three
year period of no accidents occurred in the above defined area.
The accident rates and types of accidents were analyzed for the
intersections of Community Rd. with Sullivan Avenue and with
— Route 30. These accident rates are not considered excessive (see
Appendix for details. )
_ 7
TABLE I
24-Hour and Peak Hour
Machine Count Data
Location ADT A.M. Peak P.M. Peak
*Community Road 1,700 200 150
(600 NB, 1,100 SB) (49 NB, 151 SB) (68 NB, 82 SB)
Route 30 - West
of Community Road 109600 997 19019
Route 194 - Northwest
of Community Road 149600 19055 19234
Route 74 - Northwest
of Route 30 79200 647 756
Route 30 East
of Route 74 139000 977 19222
Buckland Road
South of Route 30 139100 935 19161
* Counted by Storch Associates in March 1988
All others - ConnDOT, March 1987
STORCH
ASSOCIATES
III. TRAFFIC IMPACT OF PROPOSED FACILITY
In order to determine traffic impact on an area due to a
particular land use, several factors must be considered:
1. total site generated traffic volumes; 2. the directional
distribution of site generated traffic; and, 3. the ability of
adjacent roadways to accommodate additional new traffic volumes.
Traffic volumes generated by the proposed new land use were
determined through the utilization of the Institute of
Transportation Engineers (ITE) 1987 Trip Generation Manual.
Using software prepared by MicroTrans which incorporated all of
the equations and generation rates found in the 1987 manual, the
trip generation rates were calculated. The results of the ITE
traffic generation calculations are presented in Tables II and
III . Table II represents the average generation rates and
driveway volumes expected from 4,200 square feet of office space.
Table III represents the number of generated trips expected from
4,100 S.F. drive-in bank. As indicated above, the proposed new
facility will generate relatively small volumes in comparison to
the adjacent roadway system. The directional distribution of
site generated traffic was determined using the CRCOG journey to
work statistics with South Windsor as the place of work. From
the CRCOG statistical information it was determined that 9% of
the workers at the new land use will arrive from the east, 26%
will come from the west, 13% will come from the north and 17%
will come from the south. Approximately 26% of the workers live
and work in South Windsor and 9% of workers reside outside of the
8
TABLE II
4844
SUMMARY OF TRIP GENERATION CALCULATION
FOR 4.2 ,000 GR.SQ.FT. OF GENERAL OFFICE
02/01/88
-------------------------------------------------------
DRIVE
AVERAGE ADJUSTMENT WAY
RATE FACTOR VOLUME
------------ ------ -----------M-------
AVG WKDY 2-WAY VOL 30.30 1.00 127
7-9 AM PK HR ENTER 2.72 1 .00 11
7-9 AM PK HR EXIT 0.41 1.00 2
7-9 AM PK HR TOTAL 9.12 1 .00 13
4-6 PM PK HR ENTER _ 0.54 1 .00 2
4-6 PM PK HR EXIT 2.83 1 .00 12
4-6 PM PK HR TOTAL 3.97 1 .00 14
-------------------------------------------------------
SATURDAY 2-WAY VOL 2.93 1 .00 12
PK HR ENTER 0 .17 1 .00 1
_ PK HR EXIT 0.15 1 .00 1
PK HR TOTAL 0.32 1 .00 1
SUNDAY 2-WAY VOL 0.93 1 .00 4
PK HR ENTER 0. 18 1 .00 1
PK HR EXIT 0 . 14 1 .00 1
PK HR TOTAL 0.33 1 .00 1
-------------------------------------------------------
Note: A zero rate indicates no rate data available
The above rates were calculated from the following equations :
Avg. Wkdy 2-Way Vol . : Ln(T) = 0.75Ln(A) + 3.77, R'2 - 0 .85
7-9 AM PK HR Total : Ln(T) = 0 .86Ln(A) + 1 .34
R'2 = 0.92, 87% Enter, 13% Exit
4-6 PM PK HR Total: Ln(T) = 0 .83Ln(A) + 1 .46
R'2 - 0.86, 16% Enter, 84% Exit
_ Sat . 2-Way Vol . : Ln(T) = 0 .90Ln(A) + 1 .228 R'2 = 0 .58
Sat. PK HR Total : T = ( (3. 17/A) - 0.0046) '-1
R'2 = 0 .86, 54% Enter, 46% Exit
Sun. 2-Way Vol . : Ln(T) = 0.98Ln(A) - 0 .04, R02 = 0 .52
- Sun. PK HR Total : T = ( (2.84/A) + 0 .048) '-1
R'2 = 0 .768 56% Enter , AA% Exit
Source : Institute of Transportation Engineers
Trip Generation , 4th Edition , 1987.
TRIP GENERATION BY MICROTRANS
A8AA TABLE III
SUMMARY OF TRIP GENERATION CALCULATION
FOR 4. 1 TH.GR.SQ.FT. OF DRIVE-IN BANK
03/15/8E)
--------------------------------------------------------
DRIVE
DRIVE
AUERACI-= ADJUSTMENT WAY
RATE FACTOR VOLUME
._._-.. ---._.__.---------_.-._._----------------------._---.----.--
AVG WKDY 2-WAY VOL 249.60 1 . 00 1023
7-9 AM PK HR ENTER 3.75 1 . 00 15
7-9 AM PK HR EXIT 2.83 1 .00 12
7-9 AM Pl< HP TOTAL 6.58 1 . 00 27
4-6 PM PK FIR ENTER 17.28 1 .00 71
4--6 PM Pl< HP EXIT 17.99 1 . 00 7q
4--6 PM Pl< FIR, TOTAL. 35.27 1 .00 145
SATUPDAY 2--WAY VOL 8.20 1 .00 34
Pl< 1-11:4 ENTEP 10.AS 1 . 00 43
-' Pl< FIR EXIT 10.48 1 . 00 AS-
Pl< FIR. TOTAL 20.96 1 .00 86
SUNDAY 2-WAY VOL 11 .51 1 .00 47
Pl< Hid ENTEI; 1 .91 1 . 00 8
P1< VIA EXIT 1 .50 1 . 00 6
Pl< HP TOTAL.. 3.41 1 . 00 14
Note: A zero rate indicates no rate data available
The above rates were calculated from these equations :
24-1••ir .. 2-Way V011.lme: LN(T) = .AALN(X) + 6.311 R'2 .247
7--9 AM Peak Hr .. Total : T = 6.09(X) + 2
R'2 = .598 , .57 Enter , .43 Exit
4--6 PM PegLIc Fir . Total : T = 12.59(X) + 93
R'2 = .356 , .49 Enter , .51 Exit
AM Geri Pk Hr .. Total : T == ( .013/X + .00AA) '-1
R42 = .331 , .51 Enter, .49 Exit
PM Geri Pic Hr- . Total : T = 17.73(X) + 9q
R42 = .601 , .5 Enter , .5 Exit
SmLt . 2--Way V01UMe: T = ( .04/X + .02) '-1 , R'2 = .025
Sat . Plc Hr• . Total : T = 2q.37(X) + -14
R'2 - .78 , .5 Enter , .5 Exit
Sun . 2--Way Volumr•�: LN(T) - .91L-N(X) + 2.57, R'2 = . 15A
SUn . Pic Hr .. Total : T = -8.36/X + 16
R'2 = . 118 .56 Enter , .AA Exit
Source : Institute- of Transportation Engineers
Trip Generation , 4th Edition , 1987.
TRIP GENERATION BY MICROTRANS
STORCH
ASSOCIATES
capitol region. Assigning the above percentages to routes which
a commuter would logically traverse results Drawing No's. 5 and 6
which show the A.M. and P.M. peak hour directional distributions,
respectively.
Through the utilization of the directional assignments as
well as the previously described site generated traffic and area
street traffic, it was possible to develop the traffic flow
diagrams for the driveway intersection with Community Road and
also for Community Road at Sullivan Ave. and at Rte. 30. The
traffic flow diagrams were prepared using the above information
to develop present background traffic volumes, future 1990
_ background traffic volumes, site generated traffic and 1990
combined traffic (future background plus site generated traffic) .
Note, for ease of analysis, all traffic is assumed to use
Community Road. This is a conservative estimate. Level of
Service calculations for 1990 combined traffic volume conditions
at the site driveway intersection with Community Road were
carried out through the utilization of the FHWA HCS software.
The HCS software was designed in accordance with the 1985 Highway
Capacity Manual. The capacity analysis was done using a worst
case scenario, i.e. using P.M. peak hour volumes (the critical
peak) with the drive- in bank generator of traffic (higher
generation rate than the office building) . Thus, A.M. results or
an office use would result in bettter Levels of Service. The
1990 Level of Service rating for the PM peak period was found to
be at A for the site drive at Community Road. The Level of
Service provided at the
9
STORCH
ASSOCIATES
intersections of Community Road at Sullivan Ave. for the P.M.
peak hour was at Level of Service A except for lefts out of
Community Road which was D/E due to the heavy southeast bound
flow on Sullivan Ave. Community Rd. at Rte. 30 will operate at
Level of Service A including the addition of the site traffic.
IV. CONCLUSIONS
Upon careful review of existing data and projected future
conditions, we have determined that no materially adverse traffic
impact will occur as a result of the zone change. The
anticipated site generated traffic volumes were conservatively
estimated. The 1990 Level of Service for the site driveway
intersection at Community Road was determined to be Level of
Service "A" during the AM and PM peak periods. The L.O.S. at the
Community Rd. intersections with Sullivan Avenue and with Rte. 30
were not decreased. Site distances measured at the proposed
driveway from a point 15 ft. east were found to be adequate. The
review of the latest three-year accident history of Community
Road in the vicinity of the proposed site driveway has revealed
no major geometric deficiencies. Roadway geometrics adjacent to
the site driveway will be improved as a result of the completion
of the new facility. The internal traffic circulation and
turning radii for the proposed site driveway have been reviewed
and have been found to be in accordance with ConnDOT standards.
_ We are recommending that a right turn in right turn out traffic
flow be designed and encouraged by proper striping and lineage
for Community Road and Route 30. Due to the fact that during AM
�- 10
_ AOA
o
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pnvt �_ •-ram
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MD
yE�JA
s
CC4nyC e.�A,�
22%
D.W. FISH COMPANY
�. COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT
DIRECTIONAL DISTRIBUTION OF _ NM TO SCALE
SITE GENERATED TRAFFIC WR
A.M. PEAK HOUR E.K.'
c"do m ov:
S 1 T�1VRCH IGO "AM IT*t" J w f
ASSOCIATES MARCH t9a8
1'RT1i0li�1�L0�CT Ot 10! per, NO.
s
laMp �
♦do , 0,�0
ch
1 �
s2°/0
p�nit
occ•►�c�o �♦
i
W > A f
1
t«w5T ROAD
/�7�J o•� 4
it y0
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A�OMEc,A
I
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25 p/o
D.W. FISH COMPANY
COMMERCIAL DEVELOPMENT
SOUTH WINDSOR CT
DIRECTIONAL. DISTRIBUTION OF - W To'scUE
SITE GENERATED TRAFFIC
P.M. PEAK HOUR E.K.
• cmem m�►
• STORCH Pat "mo sT*ttT DATL.
MARCHrese
owa. �o
ASSOCIATES �stroesntLo�er caws 0.
STORCH
ASSOCIATES
and PM peak periods traffic from the Five Corners intersections
backs up beyond the intersection of Community Road at Ellington
Road which makes completing a left turn from Community Road
to Route 30 difficult at best. It is recommended to limit the
traffic flow from Community Road at Route 30 to right turns only
during peak periods of operation. We also would recommend that
-- for the drive-in bank case, the Route 30 drive be exit only (to
prevent blockage of the drive due to the drive-up window) and
that it be right turn out only. For the office case, we
recommend a left turn out restriction.
We, therefore, conclude that the new land use at the Wapping
Community Church property will not have a negative traffic impact
on the available Level of Service on area roadways and with the
preclusion of left turns from Community Road and from the Route
30 site drive during the peak periods would not endanger the
public safety.
— 11
APPENDIX
1 I I I 1 I 1 i I I I I I I I I I 1
� 1
� f
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
f TOWN OF S .1NOSO4 ROUTE NL-48_R 30 LOCATION 004.00 JC4.SC
PREPARED 02 29 83 PERIOD FRO" 07 01 84 TO C6 W 87 1
MON OA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA JEiCTIPTiON OF AZC, LCCATIO% RJ4Y. FACT. CASE M DAY TH TE YR HOUR CONC CCND WEAT14 TYPE K A 8 C TYPE INJ 1
vs#�:aea�:xo�aa��aaasa a�xaaa�aaaa�z�aaaaaaaaasaaaaaez�aoaaaaaaa�aaaaavaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaasaaaaaa as as aaaase
1 �
004.10 .1 MI S OF COMMUNITY RO Mk AT COMM ORVE 114142 wE0 APR 17 8S 1215 DAYLT DRY CLEAR TURN-INTS
Ur?V4 UNABLE TO CCOE W/CONO, QQV? LCST COAT
S3 AUTO PAS VEH TURNING RIGHT FROM PROPER LAKE
E 3 AUTO PAS ST00P ZC FOR TRAFF IC
T �004.11 SJO FT S OF COM-IUVITY RJ PK NONE 025379 TUE JU N 30 87 1711 DAYLT DRY CLOY REAR ENO
DRIVER FOLLO:ING TOO CLOSE
146 AUTO PAS VEHICLE GOING STRAIGHT
NU AUTO PAS STOPPED FOR STOPPED VEHICLE
N3 AUTO-S'w STUPPEC FOR TRAFFIC
( 1/004.11 SJO FT i OF COMMUNITY RO PK NONE 126361 TUE JUN 30 87 174S DAYLT WET RAIN REAR E40
ORIVEQ FOLL06ING TOO CLOSE
S3 AUTO PAS VEHICLE GOING STRAIGHT
S3 AUTO PAS STOPPEC FOR TRAFFIC
l
9,004.16 .1 MI S OF 3UCKLAVO RO ES AT PVT DRIVE 031357 dEO AUG 15 84 1730 DUSK DRY CLEAR TURN-INTS
/ DRIVERS VIEW OBSTRUCTED
NB AUTO PAS VEH TURNING LEFT FROM PROPER LANE f
Ed AUTO PAS VEHICLE GOING STRAIGHT
< Na04.16 .1 rI S OF 47 194 E RT 74 PC AT PVT DRIVE 063281 THU APR 17 86 1539 DAYLT DRY CLOY TERN-INTS
DRIVER FAILEO TO GRANT RIGHT OF WAY
W8 AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
N3 AUTO PAS VEHICLE GOING STRAIGHT f
( 1j0G4.16 2JO FT S OF COMMUNITY R7 Jh HONE 133969 SUN SEP 07 86 U100 OARK/a OR CLEAR FIXED 08J
DRIVE,? UNOE4 THE INFLUENCE 1
S3 AUTO PAS VEHICLE GOING STRAIGHT
T STRUCK( HGrfWY SIGN OFF RD RIGHT
'(004.17 C.1 MI S OF RT 74 Jh NONE 060664 MON MAR 02 8T 2332 DARK/W ICE CLEAR FIXED 09J
( w DRIVING TOO FAST FCR CONDITIONS
S3 AUTO PAS VEHICLE SKIOCING IN ROADWAY 1
STRUCK( DITCH OFF F0 RIGHT
( f
l (
l (
CONNECTICUT 3EPA4T4ENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN OF S oINCSC4 RC'JT} NLMµ:-R 30 LOCATION C04.00 OC4*50
PREPAR=D 02 29 63 PERI00 FROM C7 01 94 f^ C6 30 87
MON OA LIGHT SURF COLLISION INJURIES RAMP TCT
MILEAG_ ALOHA JESCRIPTICN OF AC%, LOCATION ROWY. FACT. CASE M DAY TH TE YR HOUR CCNO CCN0 WEAfH TYPE K A 8 C TYPE INJ
*****]c***********************************s****************************************************************************** ********* *
004.20 INT COM"UNITY R) Jh TN RD UNDIV') 009504 THU MAR 21 85 1645 OAYLT DRY CLEAT? TURN—INTS �
DRIVER =A ILEU TO SRaNT 415HT OF WAY
E3 AUTO PAS VEH TURNING LEFT FROM PROPER LAVE
Sd AUTO PAS VEHICLE GOING STRAIGHT
004.2C INT COMMUNITY R-) PR T% RD UNQIVO 049026 MON DEC 22 86 0732 OAYLT 07V CLEAR TU?h—INTS
DRIVER FA ILEC TO GRANT RIGHT OF WAY �
E3 TRUCR ST VEH TURNING RIGHT FROM PROPER LANE
S3 TRUCK ST VEHICLE GOING STRAIGHT
f
r`100y.20 I'4T OF COMMUNITY RU PC TN RD UVOIVO 06535d FRI MAY 17 BS 1540 OAVLT DRY CLOY TURh—INTS
CRIVE 7 FAILED TO GRANT RIGHT OF 6 AY
63 AUTO PAS VEH TURNING LEFT FROM PROPEQ LANE
N3 AUTO PAS VEHICLE GOING STRAIGHT
( 1 )004.20 AT COMMUNITY RD Jh AT PVT DRIVE 079456 FRI NOV 14 86 1446 DAYLT DRY CLEAR %%GLE
DRIVER FAILED TO GRANT RIGHT OF WAY
W9 AUTO PAS VEHICLE GOING STRAIGHT -
— 1 i
SB AUTO—Sw VEHICLE GOING STRAIGHT
U04.20 INT COMMUNITY R3 PK TN RD UNOIVO 082716 TUE DEC 31 8S 162C DUSK DRY CLEAR TURh-INTS
DRIVER rA ILEO TO GRANT RIGHT OF WAY
E3 AUTO PAS VEH TURNING RIGHT FRCM PROPER LANE
N8 AUTO PAS VEH TURNING LEFT FROM PROPER LANE - - - 1 1
,004.20 INT COMMUNITY RD PK AT PVT DRIVE 100784 TljE JAN 07 86 1034 OAYLT DIV CLEAR ANGLE
T OkIVER FAILED TO GRANT MIGHT OF WAY
E3 AUTO PAS VEHICLE GANG STRAIGHT �
NS AUTO PAS VEHICLE GOING STRAIGHT
�U04.20 INT COMMUNITY RD M* TN RD UNOIVD 109531 FRI MAR 07 86 1044 OAYLT DRY CLEAR REAR END
//DRIVER FOLLO'.ING TOO CLOSE
N8 AUTO PAS VEHICLE GOING STRAIGHT
N8 AUTO PAS STCPPEC FOR TURN LEFT
Y04.20 INT OF COMMUNITY RO PC TN RO UNOIVD 135914 TUE SEP 23 86 U735 DAYLT WET RAIN TURN—INTS
DRIVER FAILED TO GRANT RIGHT OF w AY
EB AUTO PAS VEH TURNING LEFT FROM PROPER LANE — — — 1 1
S3 AUTO PAS VEHICLE GOING STRAIGHT
l
t �
t �
F �
L
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
Tow% OF S 91NDSOR RCUTE NLMFER 30 LOCATION C04.00 0C4.SG
PREPARED 02 29 83 PERIOD FROM 07 Ol 84 TO C6 30 87
MON DA LIGHT SURF COLLISION INJURIES RAMP TCT
MILEAGE ALPHA DESCRIPTION OF ACC. LOCATION RDWY. FACT. CASE A DAY TH TE YR HOUR CONC CCND WEATH TYPE K A 8 C TYPE INJ
>xC#t?#Y#M �CMYsY >rCY� 33YOYYCIIYI�YOYOYLY�YY;OLR400�0OOi � �00004# tYt0000 ��# Y* O#«Y��R0040��Oi*�Y�� �4�0 •*
1 [5004.20 INT OF COMMUNITY RO PC TN RD UNDIVO 136176 WED OCT 1C 84 1718 DAYLT DRY CLEAR TURN-INTS
:,RIVER FAILED TO GRANT RIGHT OF WAY
S8 TRUCK ST VEH TURNING LEFT FROM PROPER LANE
E3 AUTO PAS VEHICLE GOING STRAIGHT
1 I�004.20 INT COMMUNITY RJ Mk AT PVT DRIVE 137288 +ED OCT 01 86 1800 DAYLT DRY CLEAR ANGLE
DRIVER FAILED TO GRANT RIGHT OF WAY 1
wd AUTO PAS VEHICLE GOING STRAIGHT
1 S8 AUTO PAS VEHICLE GOING STRAIGHT
f
I_�004.21 30 FT N OF COMMUNITY RD JN AT PVT DRIVE 024981 THU JUL 18 85 1700 DAYLT DRY CLEAR TURN-INTS
1 DRIVER FAILED TO GRANT RIGHT OF WAY
W3 AUTO PAS VEH TURNING LEFT FROM PROPER LANE I
Nd AUTO PAS VEHICLE GOING STRAIGHT
T f-1;004.21 27 FT N OF COM"UNITY RO jN AT CCMM ORVE 033344. SAT SEP 06 86 1336 DAYLT DRY CLEAR TURN-INTS
DRIVER FAILED TO GRANT RIGHT OF WAY
1 WB AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
Nis AUTO PAS VEHICLE GOING STRAIGHT
Mud AUTO PAS STOPPED FOP TRAFFIC
In�4004.21 27 FT K OF COM!".UKITY PL MW AT PVT DRIVE 140635 TUE NOV OS 85 2125 DARK/w CRY CLOY SIOESWP-SM
IMPROPER PASSING MANEUVER
1 N3 AUTO PAS VEH PASSING SAME DIRECTION ON RIGHT
Nd ErRGVCY SLOwI wG FOR TURN RIGHT
1 ---'1704.22 2JO FT S OF 6UCKLANU RD PN AT PVT DRIVE C63801 THU APR 24 86 1430 DAYLT DRY CLEAR TURN-INTS
URIJER FAILED TO 5RANT RIGHT OF kAY 3
63 VAN VEHICLE TURNING LEFT FROM DRIVEWAY
Nis AUTO PAS VEHICLE GOING STRAIGHT
004.22 AT CDR TO SOCIETY FOR SAVINGS BANM6 AT COMM CRVE 123954 THU JUN 11 87 1635 DAYLT DRY CLEAR TURN-INTS
1 DRIVER FAILED TO GRANT 41GHT OF WAY
W8 AUTO PAS VEHICLE TUR NI4G LEFT FROM DRIVEWAY �
Nd AuTO PAS VEHICLE GOING STRAIGHT
1 �
1
1
I 1 I I I I I I I I I I I I I I ) I f
CCNNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOWN OF 3 WINUSOR RCUTE NUMdEH 194 LOCATION CO3.40 OC3.69 T
PREFARc0 02 29 89 PEPI00 FROM 07 01 84 TO C6 30 27
MOW DA LIGHT SURF COLLISION INJLRTES RAMP TGT
MILEAGE
yyALPHA
yyDESSC7IPTIOAY OF ACC, LyyCCCAATIOK + RAOWYY. ``FACT.`` ++CyyASEyyAAI DAyyYyy ♦♦IN TE YR+y�HrrOURyy C��ONNCC ` +C+NyyO``wEATH T++YPEE+ yy aaK``A++B C TYPE INJ �
003.40 .2 MI W OF COMMUNITY RD JN NONE 105311 SUN FES 03 85 0916 DAYLT ICE CLEAR SIDESWP-SM
DRIVING TOO FAST FOR CONDITIONS
Eo AUTO-SW Si(IJOED SL04I NC FOR STOPPED VEHICLE
E3 TRUCA OT STOPPED FOR UNKNOWN REASON IN TRAFFIC LANE
7 003.49 .2 NI W OF RT 3:1 Jh AT COMM DRVE 000207 FRI JAN 03 86 0910 DAYLT WET CLOY NOON TRN �I
DRIVER FAILED TO 5RANT RIGHT OF WAY
E3 AUTO PAS VEH TURNING LEFT FROM PROPER LANE
6B TRUCK ST VEHICLE GOING STRAIGHT
1)
'003.49 .2 MI W OF ?T 74 JN NONE 1113CS FRI MAR 21 86 2048 DARK/W DRY CLEAR SIOESWP-OP
DRIVER FELL ASLEEP
E 3 AUTO PAS VEHICLE ON WRON3 SIDE OF ROAD f)
a3 AUTO PAS VEHICLE GOING STRAIGHT - - - 2 2
003.49 6JO FT a OF COM4UNITY FU JN- AT COMM DRVE 142983 SAT NOV 08 86 1146 DAYLT WEE RAIN FIXED OBJ
DRIVER FOLLOWING TOO CLOSE
A EB AUTO PAS AVOIDING STOPPED VEHICLE
STRUCK( MAIL BOX OFF RD RIGHT �)
E6 NON CONT STOPPED FOR TURN LEFT
A �003,50 0.1 MI r OF COMMUNITY RO JK AT PVT DRIVE GISS53 WED MAY 13 67 1109 DAYLT DRY CLEAR TURN-INTS
DRIVER FAILED TO 3RANT RIGHT OF WAY
SB AUTO PAS VEHICLE TURNING LEFT FROM DRIVEWAY
EB AUTO PAS VEH TURurNG LEFT FROM PROPER LANE �)
003.54 3J0 FT w OF COMMUNITY RD PK NONE 007102 SAT FES 14 87 1123 DAYLT DRY CLEAR REAR END
DRIvER FOLLOWING TOO ;,LOSE �)
E9 AUTO PAS VEHICLE GOING STRAIGHT
Gd VA N STOPP EC FUR TRAFFIC
/PC3.Sb 230 FT W OF COM'!UNITY R0 PI- NONE 035305 wED OCT 02 85 242S OAYLT DRY CLEAR REAR END
DRIVER FOLLOWIN5 TOO CLOSE
wB AUTO PAS VEHICLE GOING STRAIGHT
63 AUTO PAS VEHICLE GOING STRAIGHT - - - 1 1
wli jEEP-TYP VEHICLE GOING STRAIGHT
1 l�
� t1
r r
r 1
CONNECTICUT DEPARTMENT OF TRANSPORTATION ACCIDENT EXPERIENCE
TOwN OF S wl Yi;50:2 QCUT_ `JL`8ER 134 LOCATION CO3.40 OC3.59
PREPARED 02 29 89 PERIOD FROM 07 01 84 TO 06 30 97
t MON CA LIGHT SURF COLLISION INJURIES RAMP TOT
MILEAGE ALPHA OESC41PTI04 OF ACC, LCCATIOA ROWY. FACT. CASE 0 DAY TH TE YR HOUQ CONC COND WEATH TYPE K A 8 C TYPE INJ t
t �
1-003.59 .1 MI W OF RT It] JA NONE 037879 SAT OCT 19 85 1538 DAYLT WET RAIN REAR ENO
DRIVER FOLLOWING TOO CLOSE
ES AUTO PAS VEHICLE GOINC STRAIGHT
E3 AUTO PAS STOPPEC FOR TQ%FFIC r
.j003.59 27 FT W OF COMMUNITY RU JA NONE 129331 TUE AUG 21 84 2214 04RA/W DRY CLEAR FIXED OBJ r
DRIVER UNDER THE INFLUENCE
ES AUTO PAS VE►+ICLE GOING STRAIGHT
STRUC►( HG4WY SISN OFF RO RIGHT
t
003.69 INT RT 30 PM ST RT UYDIVO 012718 WED APR 16 86 1608 DAYLT DRY CLEAR REAR END
DRIVER FOLLOWING TOO CLOSE
ES TRUCE( ST VEHICLE GOING STR4IGHT
E3 AUTO PAS STOPPEC FOR TURN LEFT
r r
003.69 INT RT 14 M6 ST RT UNDIVJ 0132E9 MON APR 06 87 1601 DAYLT WET RAIN HO-ON TRN
DRIVER FAILED TO GRANT RIGHT OF WAY
EB AUTO PAS VEH TURNING LEFT FROM PROPER LANE
WS AUTO-SDI VEHICLE GOING STRAIGHT r
4 003.69 AT RT 174 E RT 30 JA ST RT UNDIVO 014665 FRI APR 17 87 0240 DARK/W WET CLEAR HO-Oy TRN
DRIVER FAILED TO SRANT RIGHT OF WAY
EB TRUCK OT VEH TURNING LEFT FROM PROPER LANE
W3 AUTO PAS VEH TURNING RIGHT FROM PROPER LANE
1
003.69 INT RT 30 JA ST RT UNOIVO 039771 FRI NOV 01 85 1156 DAYLT DRY CLEAR REAR ENO
DRIVER FOLLJwIN3 TOO CLOSE
ES TRUCK UT VEHICLE GOING STRAIGHT
ES AUTO PAS STOPPED FOR STOPPED VEHICLE
003.69 TNT RT 30 M6 ST RT UNDIVO 048191 TUE DEC 18 84 0743 DAYLT DRY CLEAR REAR END r
FOOT SLIPPED OFF CLUTCH OR BRAKE
Ea AUTO PAS VEHICLE GOING STRAIGHT
Ed AUTO-Svi STOPPED FOR TRAFFIC SIGNALS r
003.69 INT RT 30 ES ST RT UNDIVO 055673 THU JAN 1C 8S 1507 DAYLT DRY CLOY HD-CN TRN
DRIVER FAILED TO GRANT RIGHT OF WAY
Ed AUTO PAS VEH TURNING LEFT FROM PROPER LANE
W6 AUTO PAS VEHICLE GOING STRAIGHT
l
t
t
l
I 1 I I I I 1 I 1 I I I I I I I I
CONNECTICUT DEPART4ENT OF TRANSPORTATION ACCIDENT EXPERIEKCE
TOM& OF ROAD NUPrSER 3035
PREPARED 02 29 88 P►_RIOU FROM C1 01 84 TO 06 30 87
MOK OA LIGHT SERF COLLISION INJURIES RAMP TCT
MILEAGE ALPHA DESCRIPTION OF ACC. LCCATIO& ROWY. FACT. CASE M DAY TM TE YR HOUR CONC CONO 6EATH TYPE K A 8 C TYPE I&J
*aaaaaaaaaaaa*aaasa a*aaa***aaaa**a*aa*aa+�aaa*aaa*aaa*a*a*aoa*aaa*aaaaa***a*a***a*aa**aaa***ataaaaa�a**a***a**a**aoa*a*oa*s******ago*
1
NO ACCIDENTS RECORDE001 01 84 03 31 87
� C o�Mun t�Y �vo��.•
)
)
i
)
^n.-%7,.r.,7n..r.'i7..cc7onr+io to.CL-to an19ZI,PL7aon17T4CR7oOf117i4:x?aa117ZYSf.7A r* *�FO.Nn.n4
RT Dir Volume Program with Midnight Totals
_ �K�Ic�C�C*:Mt*�lc:K:K�ic�K�K�MC�K:Ic�Ic�Ic�It;K�lc�lc**�c�K�Ic�IC�K*�Ic�Mc>iC*:K�*�K�K�lcaic�C:lc%K�c:Ic:K>Kok;lt�ic�C%k�Ic�C�Ic:Mc:lc:Kac:Ic��Ic:Ic:K�c:Ic�1c;K�c�C�lc;�c*%X�C:IC�Ic;k
— Data File 03048801 .TRF Position : 1
Station 1 Ident . 15
Start Date Mar 1 ,1988 End Date : Mar 1 �1988
_ Start Time 11 :29 End Time : 24:00
Location : COMMUNITY ROAD AT BUCKLAND STREET L1=NORTFIBD L2=SOUTHBD
»c:lc:lc:lt�ak:K:K:K:k:K:K:}ak�K:Ic�Ic:K:K:Ic:lc:Ic:IniaK:K:Ic:IaK:Iaic�Ic:lc�Ic:K:K�Ic*aK:Ic:K:IaK�Ic:K�IaIaK:K�Ic:lc:K:ic:ic:lc:ic ac;Ic:lc�I,:k:K�k sic:laialc:K:ic:Ic:K:K:K:K:K:taK:K:k
Mar 1 Lane 1 :K:K
------------------------------------------------------------------------------------
Begin ' 00 01 02 03 04 05 06 07 08 09 10 11
-------- ___— _—_— --__ _--_ _.___ ____ ___— _—_— ___— __-- —___ _—_-
00
• — 15 i
30 13
AS 9
Flr Total 23
Begin 12 13 14 15 16 17 18 19 20 21 22 23
— 00 13 10 9 13 16 17 .13 10 3 2 1 2
15 11 13 6 7 17 13 7 12 1 6 1 1
30 12 is 10 9 14 16 8 10 0 1 1 1
45 13 5 12 7 20 8 7 4 0 3 2 0
_--- ---- ____ ___— ---- ---- ____ _--_ —___ —___ ___—
Hr TataL3. 49 46 37 36 67 54 35 36 4 12 5 Al
— Total volume : 408
AM Peak hour begins : 11 :30 AM peak volume : 46 Peal, hour -Factor : 0 .88
PM peak hour begins . 16: 15 PM peak volume : 68 Peak hour factor : 0.f3:a
�Ic:K:K:K aK:K:K�c:Ic:K:Ic:Ic:K�K:Ic:Ic aK:Ic�K:Ic:k:Ic�Ic:K;Ic:{c:K:Ic aK:K:k:k:K:Ic:K:Ic plc ac:lc�K:K:Ic:K:Ic***>k****;Ic aic;K:K:k:Ic�Ic:K;K;K:k xc:k:k%K�K Nc Xc:K:k:k;k:k plc�k�K:Ic
M a r 1 :k:Ic Lane 2 :ic:Ic
------------------------------------------------------------------------------------------
Begin 00 01 02 0:3 04 05 06 07 08 09 10 11
00
15 0
30 15
45 1.6i
Hr Total 31
�lalc:ic:K:K ac�k:K:Ic:K:k:K:K%k�K�K ac ac�c:lc:k�laK�Ic:K plc plc ac;K%K:Ic:Ic:K%K�K*%k kc:k%K:K�K�ic:lc:k%K�K%Ic:1c:K�K>Ic:K�ac;K�K:4c;Ic:K;K�!c�c;Ic;ic;ic;K%k%Ic ac aaK%ic;K�K:k:K:K:k
Begin 12 13 14 15 16 17 18 19 20 21 22 23
00 18 16 17 12 19 17 6 7 9 17 2 4
15 17 17 17 17 18 19 3 4 4 1 3 2
30 23 13 14 17 21 7 11 5 3 4 6 2
4:s 1S 10 27 24 2:1. 8 10 5 7 5 0 1
Hr To tat 76 56 75 70 79 51 30 21 23 27 11 9
Total volume 559
AM peilk. hour begins 11 :30 AM Peal( volume . 66 F eUk. hour fo.ctor . 0.72
PM Peal( hour begins 15:45 PM peals volume : 82 Peak haul, •F•Lctar : 0.f3:3
�K:K;K:K*;K mac:KKK:KKK;Qc;K;Ic;k:Ic:Ic;K�:KsK:{<�c;K:K;K:Ic�K;K�KX<:K%K�kaK�K:Ka1c��K�Ic:ic:Icyc;k:talc;K:KKK:Kac�K:9c:K:K�KXc:K;Kok%k:K�ic%K:K�K;K;Ic:KSK�K�K%K:K%K�;K:Ic
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. ,— - • . - �k�lc:l��K�K�ic�K�K�K�ic�K�lt�ltalc?K�Ic�K*�4c�,c�K�K�K�K�Ic�K�K�K�K�Ic�Ic�laK�K�Ic�K�K�K�K�K�K�k�K?K�Ic�Ic�ic�K�lc�Ic�K�K**�K�Ic�Ic�K*�K�K�Ic�K�K�ic�k�K�K�K�IaK�K�K:K�K�K�K*�K
Data: File : 030ABSOI .TRF Position : 1
Station . 1 Ident . 15
Start Date : Mar 2 ,1988 End Date : Mar 2 ,1988
Start Time : 00:00 End Time : 24:00
Location : COMMUNITY ROAD AT BUCKLAND STREET LI=NORTI-IBD L2=SOUTHBD
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Mar 2 Lane 1 alt:lc
-------------------------------------------------------------------------------------
Begin 00 01 02 03 OA 05 06 07 08 09 10 11
-------- ____ ---- ___— ____ ____ ____ ____ _--- ---- ---- ---- ----
00 1 0 0 1 0 0 A 5 5 1A 1A 8
15 2 0 0 0 0 1 2 6 A 6 9 15
30 1 1 0 0 0 5 6 5 7 9 8 11
45 0 1 0 0 0 0 5 5 9 11 3 8
Hr Total 41 2 0 1 0 6 17 21 25 AO 3A A2
ak ak.�aK a K%K�aK a K aK aK aK aK ale aK aK aK aK aK ak aK aK aK aK aK aK aK aK aK aK aK aK aK aK�c aK aK aK ak ac aK�aK ak:K aK aK ac aK ac**a1c aK:ic:lc ak aK aK aK aK aK aK ak aK ak aK ac aK ale alt aK:K ale aK ak ak aK ak
Begin 12 is 141 15 16 17 18 19 20 21. 22 2.3
00 15 15 10 15 10 18 1 0 0 0 0 0
15 12 8 10 9 11 11 11 O 0 0 0 0
30 11 7 8 8 11 14 8 0 0 0 0 0
A5 12 13 13 12 1A 12 5 0 0 0 0 0
Hr Total 50 A3 Al 4A1 A6 55 25 0 0 0 0 0
Total volume : A96
AM peak hOUr begins : 11 : 15 AM peal( volume : -19 Peak hour factor . 0.E12
PM peak hour begins . 16:45 PM peak volume . 57 Peak hour factor . 0 .79
— �Ka1c:1:�C�kakaKak�kaKakjk�kai<�caKakakak�c�C*ak*%Icakak�c�caKalcaiC�C�icak�k�k*aKaKakaKak�K�K*�K�IC�OcalcXc�:�C�K�C*�kXc*aKaKaK�K�k*aK�k�k�K�K�K�Kak:�C%Icaic�K�K>K
Ma r 2 aKaK Lane 2 ak a1c
------------------------------------------------------------------------------------------
Begin 00 01 02 03 0A1 05 06 07 08 09 10 11
0 2 1 1 Q A3 31 17 7 5
00 0 0
15 1 0 0 0 0 2 1-1 Al 27 1-1 12 1J
30 0 3 0 0 0 3 2Al 313 19 11 12 17
.115 0 0 1 0 2 6 28 29 25 19 15 1.6
-------- ---- ---- ____ __—_ __.__ ___—_ ____ ___-_ ---- ____ __—_ -----
Hr Total 1 3 1 2 3 12 7A 151. 102 61 A6 51
aKaK alcaK%K�c>vcaK:KaKaKaKaKaK aKaK aKaKaK aKaK aKaKaK aKaK aK%KaKaK alcakaKaKalcaKaKakaKa{caK�c ak alcaKalcalcaK:KaKaKaK a1caK:KaKaKacaK:KalcalCak ac aKac aKaKaKalcaKaK%K:lcaK:lcaKaK ak
Begin 12 13 1A 15 16 17 is 19 20 21 22 23
00 20 17 21 1A 11. 19 14 0 0 0 0 0
_ 15 23 20 18 10 22 12 9 0 0 0 0 0
30 22 13 15 15 16 15 . 7 0 0 0 0 0
41:5 23 15 21 22 22 12 6 0 0 0 0 0
Hr Tot a;l 88 65 75 61 71 58 3F.a 0 0 0 0 0
�To1,ill vc3:1.uin(a 961
AM l:aeillt hour begins 07:00 AM Peat.lt volume: 151. Peal( hour factcar• 0 .68
PM peak hour br•?thins 12:00 PM peak volume 88 Peak hour fa3..ctoa- 0 .96
ak M aiCaicalcaK%K%K:dcaac%K%K%K ale ak ale aKaKaKaK�caK ale acaK ACaKxcal<aK jK aK:lc;4caKakalc aKaKaK%K*aqc�cak ac;{<aKaK aK:lc aK7K aK aK:KaK aic�c:K acaK:K�aK�aKaKaK�cak%K%KaK:K alt:K aK:K
YEAR 1987 STA NO 132 7 YEAR 1987 STA NO 132 8
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF 'TRANSPORTATION DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY' AND DATA PLANNING INVENTORY' AND 'DATA
TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA
TOWN OF S0. WINDSOR ROUTE 30 DIRECTION B TOWN OF SO. WINDSOR ROUTE 194 DIRECTION 8
LOC WEST OF COMMUNITY ROAD LOC N.W. OF COMMUNITY ROAD
DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT
DATE 0 0 0 318 319 0 0 DATE 0 0 0 318 319 320 0
TYPE TYPE
HOUR 1987 ADT = 10600 HOUR 1987 ADT = 14600
BEG #a############### BEG #################
MID 0 0 0 0 60 0 o MID 0 0 0 0 121 105 0
IA 0 0 0 0 23 0 0 lA 0 0 0 0 43 67 0
24 0 0 0 0 33 0 0 2A 0 0 0 0 40 46 0
34 0 0 0 0 15 0 0 3A 0 0 0 0 43 48 0
4A 0 0 0 0 34 0 0 4 A 0 0 0 0 79 71 0
5A 0 0 0 0 140 0 0 5A 0 0 0 0 204 210 0
6A 0 0 0 0 617 0 0 6A 0 0 0 0 838 825 0
7A 0 0 0 0 997 0 0 7A 0 0 0 0 1055 1056 0
8A 0 0 0 0 700 0 0 AA 0 0 0 0 836 843 0
9A 0 0 0 0 475 0 0 9A 0 0 0 770 691 0 0
IDA 0 0 0 436 0 0 0 IDA 0 0 0 720 692 0 0
11 A 0 0 0 525 0 0 0 11 A 0 0 0 754 727 0 0
12P 0 0 0 593 0 0 0 12P 0 0 0 862 872 0 0
1P n 0 0 553 0 0 0 1P 0 0 0 832 741 0 0
2P 0 0 n 6DO 0 0 0 2P 0 0 0 962 947 0 0
3P 0 0 0 814 0 0 0 3P 0 0 0 1060 1035 0 0
4P 0 0 0 1019 0 0 0 4P 0 0 0 1259 1234 0 0
5P 0 0 0 1005 0 0 0 5P 0 0 0 1190 1143 0 0
6P 0 0 0 639 0 0 0 6P 0 0 0 897 925 0 0
7P 0 0 0 391 0 0 0 7P 0 0 0 697 647 0 0
8P 0 0 0 276 0 0 0 8P 0 0 0 443 485 0 0
9P 0 0 0 257 0 0 0 9P 0 0 0 439 423 0 0
lOn 0 0 0 153 0 0 0 lop 0 0 0 247' 246 0 0
11P 0 0 0 110 0 0 0 11P 0 0 0 184 173 0 0
TOT 0 0 U 7371 3099 0 0 TOT 0 0 0 11316 14245 3271 0
RECORDER Z27 24 HR - 10470 r; - 4 RECORDER 225 24 HR = 14580 G - 4
YEAR 1987 STA NO 132 9 YEAR 1987 STA NO 132 10
STATE OF CONNECTICUT STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY' AND DATA PLANNING INVENTORY• AND DATA
TRAFFIC RECORDER DATA TRAFFIC RECORDER DATA
TOWN OF S0, WINDSOR ROUTE 74 DIRECTION 8 TOWN OF S0. WINDSOR ROUTE 30 DIRECTION 8
LOC N.E. OF ROUTE 30 LOC EAST OF ROUTE 74
DAY SUN MON TUES WED THUR FRI SAT DAY SUN MON TUES WED THUR FRI SAT
DATE 0 D 0 318 319 0 0 DATE 0 0 0 318 319 0 0
TYPE TYPE
HOUR 1987 ADT = 7200 HOUR 1987 ADT = 13000
BEG # BEG
MID 0 0 0 0 50 0 0 MID 0 0 0 0 100 0 0
1A 0 0 0 0 21 0 0 IA 0 0 0 0 51 0 0
2A 0 0 0 0 22 0 0 2A 0 0 0 0 44 0 0
3A 0 0 0 0 14 0 0 3A 0 0 0 0 36 0 0
4A 0 0 0 0 15 0 0 4A 0 0 0 0 76 0 0
5A 0 0 0 0 119 0 0 5A 0 0 0 0 163 0 0
6A 0 0 0 0 517 0 0 6A 0 0 0 0 709 0 0
7A 0 0 0 0 647 0 0 7A 0 0 0 0 977 0 0
8A 0 0 0 0 479 0 0 SA 0 0 0 0 731 0 0
9A 0 0 0 327 0 0 0 9A 0 0 0 596 0 0 0
10A a 0 0 221 0 0 0 10A 0 0 0 590 0 0 0
1 1 A 0 U 0 286 0 J 0 1 1 A 0 0 0 675 0 0 0
12P 0 0 0 275 0 0 0 12P 0 0 0 742. 0• 0 0
1 P 0 0 0 280 0 0 0 1 P 0 0 0 695 0 0 0
2P 0 0 0 349 0 0 0 2p 0 0 0 813 0 0 0
3P 0 0 0 553 0 0 0 3P 0 0 0 1010 0 0 0
4P 0 0 0 756 0 0 0 4P 0 0 0 1200 0 0 0
5P 0 0 U 702 0 0 0 5P 0 0 0 1222•• 0 0 0
6P 0 0 0 467 0 0 0 6P 0 0 0 827 0 0 0
7P 0 0 0 322 0 0 0 7P 0 0 0 534 0 0 0
8P 0 0 0 200 0 0 0 8P 0 0 0 398 0 0 0
9P 0 0 0 225 0 0 0 9P 0 0 0 332 0 0 0
1OP 0 0 0 139 0 0 0 lop 0 0 0 190 0 0 0
lip 0 0 0 97 0 0 0 lip 0 0 0 160 0 0 0
TOT 0 0 0 5199 1884 0 0 TOT 0 0 0 9984 2887 0 0
RECORDER 220 24 HR = 7083 G - 4 RECORDER 255 24 HR = 12871. G - 4
YE AR 1987 ST A NO 132 11
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION
BUREAU OF PLANNING AND RESEARCH
PLANNING INVENTORY' AND DATA
TRAFFIC RECORDER DATA
TOWN OF SO. WINDSOR ROUTE DIRECTION B
LOC BUCKL AND ROAD - SOUTH OF ROUTE 30
DAY SUN MON TUES WED THUR FRI SAT
DATE 0 0 0 318 319 0 0
TYPE
HOUR 1987 ADT = 13100
BEG
MID 0 0 0 0 107 0 0
IA 0 0 0 0 29 0 0
2A 0 0 0 0 31 0 0
3A 0 0 0 0 26 0 0
4A 0 0 0 0 35 0 0
5A 0 0 0 0 170 0 0
6A 0 0 0 0 756 0 0
7A 0 0 0 0 935 0 0
8A 0 0 0 0 741 D 0
9A 0 0 0 649 0 0 0
l 0 A 0 0 0 572 0 0 0
11 A 0 0 0 607 0 0 0
12P 0 0 0 706 0 0 0
1P 0 0 0 711 0 0 0
2P 0 0 0 810 0 0 0
3P 0 0 0 986 0 0 0
4P 0 0 0 1161 0 0 0
5P 0 0 0 1131 0 0 0
6P 0 0 0 885 0 0 O
7P 0 0 0 659 0 0 D
8P 0 0 0 405 0 0 0
9P 0 0 0 431 0 0 0
lop 0 0 0 239 0 0 0
11P 0 0 0 170 0 0 0
TOT 0 0 0 10122 2830 0 0
RECORDER 219 24 HR = 12952 G - 4
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Site Drive
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: NORTH/SOUTH
CONTROL TYPE WESTBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT -- 33 0 39
THRU -- 0 160 82
— RIGHT -- 41 32 0
— NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES -- 1 1 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
— ------- ---------- ---------------- -----------------
EASTBOUND ----- --- --- -
-- WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
= VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND --- --- ---
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
WB 5. 50 5.50 0.00 5.50
MAJOR LEFTS
SB 5.00 5.00 0.00 5.00
MINOR LEFTS
WB 6.50 6.50 0.00 6.50
CAPACITY AND LEVEL-OF-SERVICE Pag -3
---------------------------------------------------------------------
POTEN- ACTUAL
-` FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
WB LEFT 40 613 594 > 594 > 554 > A
> 730 > 640 >A
RIGHT 50 895 895 > 895 > 845 > A
MAJOR STREET
SB LEFT 48 972 972 972 925 A
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
— PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Sullivan Av .
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 194 --
THRU 452 189 160 --
RIGHT 121 41 4 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
— ------- ------- ------- -------
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
— NB 5.50 5.50 0.00 5. 50
MAJOR LEFTS
WB 5.00 5.00 0.00 5.00
MINOR LEFTS
NB 6.50 6.50 0.00 6.50
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 237 322 322 > 322 > 85 > E
> 325 > 83 >E
RIGHT 5 577 577 > 577 > 572 > A
MAJOR STREET
WB LEFT 0 606 606 606 606 A
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . . . . . . . . . . . . . 30
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . . . . . . . . . . . . . Route 30
NAME OF THE NORTH/SOUTH STREET. . . . . . . . . . . . . . . . . . . Community Road
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DLS
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . . . . . . . . . . . . . 03/21/88
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1990 PM - Combined
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 174 0 -- 1
THRU 803 323 -- 82
RIGHT 121 17 -- 114
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
— ------- ------- ------- -------
LANES 1 1 -- 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND ----- --- ---
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 5 .50 5.50 0.00 5 . 50
MAJOR LEFTS
EB 5.00 5.00 0.00 5.00
MINOR LEFTS
SB 6.50 6.50 0.00 6. 50
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
— p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 1 117 95 > 95 > 93 > E
_ > 688 > 548 >A
RIGHT 139 729 729 > 729 > 589 > A
MAJOR STREET
EB LEFT 213 816 816 816 603 A
,pow" SC4
Q Tio 07&s ?d&U&01t
o w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Soil.COS
AREA CODE 203/644-2511
March 11, 1988
Design Professionals, Inc.
491 Buckland Road
South Windsor, CT 06074
re: Appl . #88-003 Community Road - Zone Change
Gentlemen:
Please be advised that the public hearing in the above matter has
been scheduled for Tuesday, March 29, 1988 at 8:00 P.M. in the
Council Chambers of the South Windsor Town Hall, 1540 Sullivan
Avenue.
Signs advertising the hearing must be posted for 10 consecutive days
prior to the hearing, and must be clearly visible from the roads .
Please have them posted by Friday, March 18, 1988 . One sign should
be placed at the north side of Route 30, one at the west side of
Sullivan Avenue, and one at the east side of Community Road.
The signs can be purchased in the Town Hall for $5 . 00 each.
Very truly yours,
PLANNING AND ZONING COMMISSION
David H. Sorenson
Vice Chairman
cc: PZC File
Applicant
t -M. Banach, Dir.. of Planning
Atty. Jacobs
y r T10 0-PSOM� ?/)&&4kA
o �
e �
.a
e �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
f'►'osoR-CO AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, MAY. 14, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At the May 10, 1988 meeting, the Planning and Zoning Commission voted
to take the following actions:
1 . Approve Architectural and Design Review Regulations . All
construction which requires site plan approval from the
Planning and Zoning Commission also requires input from the
Architectural and Design Review Committee. Application to
the Design Review Committee must be made prior to or
simultaneously with application to the PZC. Effective
date: upon publication.
�1
2 . Approve the application of Do id-W. Fish for a Zone Chang al
from RR to RC for property to ted near the 5-Corners ar ,
north of Route 30, west of Sulliva o�
Community Road (formerly known as the Wapping Community
Church's Community Center) .
Dated at South Windsor, Connecticut this llth day of May, 1988 .
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
t°w to 8 f.c
C rT'O�IT 0-P ?d&UZ�Ot
c �
v 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
OR•ca AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MARCH 17 , 1988
THURSDAY, MARCH 24, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
Notice is hereby given that there wil a public hearing of the
Planning and Zoning Commission o uesday, ch 29, 1988 at 8:00
P.M. in the Council Chamber f the South Wi dsor Town Hall to
consider the following:
1 . Application o onald W. Fish for Zone Change from RR to
RC for prop y north of Route , west of Sullivan Ave. ,
east of Co unity Road erly known as the Wapping
Community Ch -ch's Co ty Center) .
2 . Architectural and Design Review regulations proposed by the
Planning and Zoning Commission. The purpose of the
proposed regulations is to provide an architectural review
for all development projects which require site plan
approval. The review would be performed by an
Architectural and Design Review Committee which would
report to the Planning and Zoning Commission as an advisory
committee. The composition of the Committee is suggested
as two professional architects, two residents of South
Windsor who are knowledgeable in art, design or similar
fields, and the Town's Director of Planning. The proposed
regulations contain standards and criteria by which design
review would be accomplished.
Copies of these applications and maps more clearly defining the
properties are on file in the office of the Planning Department of
the Town of South Windsor. Copies of the proposed Architectural and
Design Review regulations are on file in the office of the Town Clerk
and the office of the Planning Department of the Town of South
Windsor.
At this hearing, interested persons may appear and be heard, and
written recommendations will be received.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
Date:
Raymond F. Hallowell, Chairman
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Chairman Hallowell:
RE: Ap lication #J 3 Name o <OWOy`a
The applicant, ))WVk1jd r—,S k , hereby
requests a3G day extension ot the action date wi-th respect to
the above referenced application.
Very Truly Yours,
ml
MAR 22 19a9
Sotith %,',,l i-jids� rcnission
Ptannin� & 7_oning
Date:
r
Raymond F. Hallowell, Chairman
Planning and Zoning Commission
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Chairman Hallowell: 16J) �;S-A
RE: A lication # O.3 Naive
The applicant, J114-viklid r,,/,k , hereby
requests a3G day extensio o e action ate with respect to
the above refere ced app cation.
Very Truly 'ours
ml
�.►,�A �,� 1088
CSC),IiI�
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March 25, 1988
Design Professionals, Inc.
491 Buckland Road
South Windsor, CT 06074
re: Appl . #88-003 D. W. Fish/Community Road
Zone Change
Gentlemen:
Please be advised that the public hearing in the above matter has
been scheduled for Tuesday, April 12, 1988 at 8:00 P.M. in the
Council Chambers of the South Windsor Town Hall, 1540 Sullivan
Avenue.
Signs advertising the hearing must be posted for 10 consecutive days
prior to the hearing, and must be clearly visible from the roads.
Please have them posted by Friday, April 1, 1988 . One sign should
be placed at the north side of Route 30, one at the west side of
Sullivan Avenue, and one at the east side of Community Road.
The signs can be purchased in the Town Hall for $5 .00 each.
Very truly yours,
PLANNING AND ZONING COMMISSION
Raym nd F. Hallowell, Jr.
Chairman
cc: PZC File
Applicant
M. Banach, Dir. of Planning
Atty. Jacobs
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R.CO AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MARCH 31, 1988
THURSDAY, APRIL 7, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
Notice is hereby given that there will be a public hearing of the
Planning and Zoning Commission on Tuesday.. April 12, 1988 at 8:00
P.M. in the Council Chambers of the South Windsor Town Hall to
consider the following:
1 . Application of JFI Associates, Inc. for a Zone Change from
I to RC for property located at the northwest corner of the
intersection of Sullivan Avenue and Rye Street, east of
Fire House No. 3.
2. Application of LaCava Construction Company for an 18-lot
Open Space Subdivision on property located east of Felt
Road and west of Foster Street, AA-30 Zone Applicatio of Donald W. Fish for a Zone Change fro RR to
RC for pro erty located near the 5-Corners area, n rth of
Route 30, we Sullivan Avenue, and east o ommunity
Road (formerly known unity Church's
Community Center) .
Copies of these applications and maps more clearly defining the
properties are on file in the office of the Town Clerk and/or the
Planning Department of the Town of South Windsor.
At this hearing, interested persons may appear and be heard, and
written recommendations will be received.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
April 5, 1988
S E A Consultants Inc.
Engine rs/Architects
Principals Mr. Michael J. Gantiek, P.E.
Arnold B.Goldstein,P.E. Director of Public Works
Frederick G.Aufiero,P.E.
Robert M.Brandon,A.I.A. Town of South Windsor
Stephen H.Geribo,P.E. 1540 Sullivan Avenue
David T.Goodemote,RE. South Windsorg Connecticut 06074
Bruce E.Soule,P.E.
Kenneth M.Stewart,P.E.
AnthonyJ.Zuena,P.E. Re: Zone Change - Wapping Community Church Center
Associates Job No. 288-8731
Steven L.Bernstein,PE. Task Order No. 22
Paul F.Gabriel,P.E.
Mark Gould,P.E.
Michael S.Schultz,P.E. Dear Mr. Gantiek:
Arthur A.Spruch,P.E.
Paul C.Ross,P.E. As requested, S E A Consultants Inc. has reviewed the following for the
above referenced project:
Title Prepared By Date
Traffic Impact Study Storch Associates Feb. 4, 1988
Proposed Zone Design Professionals, Inc. Jan. 6, 1988
Change Map
This information was reviewed for compliance with the Town of South
Windsor Subdivision and Zoning Regulations dated July 24, 1972, and
standard engineering practice. We note the following:
The two proposed site plan schemes of a drive-in bank and office building
will create additional vehicular turning movements within existing areas
of congested traffic. The number of accidents (37) occurring during a
30-month period within the vicinity of the Five Corners intersection is
indicative of the existing traffic problems. In addition, the traffic report
indicates a significant difference of traffic volumes between the two
schemes during P.M. peak hour periods. (145, drive-in bank and 14,
general off ice)
Therefore, we are recommending that (_
the permitted use of the site be limited to commercial
and prof essio 1 offices exc uding ,f inaneial institutions or usages which
will generate high volumes of traffic. --
If you have any questions, please do not hesitate to call me.
Very truly yours,
850 Silas Deane Highway S E A Consultants Inc.
Wethersfield,CT 06109-3412
(203)721-7993 /
485 Massachusetts Avenue
Cambridge,MA02139-4018 ,lames R. Bancroft, P.E.
(617)497-7800
Citicorp Park West JRB:mp
100 Foden Road
South Portland,ME 04106-2319
(207)775-2281
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1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074
��soR•coN AREA CODE 203/644-2511
M E M O R A N D U M
April 6, 1988
TO: Marcia A. Banach, Director of Planning
FROM: Michael J. Gantick, Director of Public Works
SUBJECT: ZONE CHANGE
WAPPING COMMUNITY CHURCH CENTER
Please find attached the SEA review comments for the subject
application. Should you have any questions, please contact
me.
cc: Engineering Department File
P&ZC File
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�'►'oSOR.CO AREA CODE 203/644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MARCH 31, 1988
THURSDAY, APRIL 7, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
Notice is hereby given that there will be a public hearing of the
Planning and Zoning Commission on Tuesday, April 12, 1988 at 8:00
P.M. in the Council Chambers of the South Windsor Town Hall to
consider the following:
1 . Application of JFI Associates, Inc. for a Zone Change from
I to RC for property located at the northwest corner of the
intersection of Sullivan Avenue and Rye Street, east of
Fire House No. 3.
2. Application of LaCava Construction Company for an 18-lot
Open Space Subdivision on property lie east of Felt
Road and west of F _Zone.
3. Applicati n of Donald W. Fish for a Zone Change fro RR to
RC for p perty located near the 5-Corners area, rth of
Route 30, of Sullivan Avenue, and ea ---c ` Community
Road (formerly kno pping Community Church's
Community Center) .
Copies of these applications and maps more clearly defining the
properties are on file in the office of the Town Clerk and/or the
Planning Department of the Town of South Windsor.
At this hearing, interested persons may appear and be heard, and
written recommendations will be received.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
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�'►'�soR.CO AREA CODE 203/644-2511
May 11, 1988
Atty. Leonard Jacobs
148 Main Street
Manchester, CT 06040
re: Appl. #88-03P - D. W. Fish/Community Road
Zone Change RR to RC
Dear Atty. Jacobs;
This is to notify you that the Planning and Zoning Commission voted
on May 10, 1988 to approve the captioned application for a zone
change from RR to RC for property north of Route 30, west of Sullivan
Avenue, and east of Community Road (area of Five Corners
intersection) .
Within 90 days you must submit a zone change map (1" = 401 ) with an
A-2 certification, showing the distance and bearings of all boundary
lines and acreage of the land where the zone change was granted. The
map shall be drawn in accordance with the rules and regulations of
the State Board of Registration for Professional Engineers and Land
Surveyors, and shall be stamped and signed by a Registered Land
Surveyor and submitted on a black and white mylar. After it has been
stamped and signed by this Commission, the mylar will be returned to
you for filing in the Office of the Town Clerk.
The effective date of this zone change is the date the mylar is filed
in the Town Clerk's Office.
Very truly yours,
PLANNING AND ZON NG COMMISSION
114
R ymond F. Hallowell, Jr.
Chairman
cc: M. Gantick, Director of Public Works
F. Shaw, Supt. of Pollution Control
J. Collins, Chief Building Official
E. Belleville, Assessor
W. Lanning, Fire Marshal
J. Shemo, Economic Dev. Coordinator
M. Banach, Planning Director
Registrar of Voters
Inland Wetlands Agency/Conservation Commission
Architect/Engineer
Applicant
PZC File
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
,��SOR•CO�
AREA CODE 203 644-2511
TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, MAY. 14, 1988
LEGAL NOTICE
TOWN OF SOUTH WINDSOR
PLANNING AND ZONING COMMISSION
At the May 10, 1988 meeting, the Planning and Zoning Commission voted
to take the following actions:
1 . Approve Architectural and Design Review Regulations . All
construction which requires site plan approval from the
Planning and Zoning Commission also requires input from the
Architectural and Design Review Committee. Application to
the Design Review Committee must be made prior to or
simultaneously with application to the PZC. Effective
date: upon publication.
2 . Approve the application Donald W. Fish for a Zone Change
from RR to RC for proper located near the 5-Cornersy .4rea;,
north of Route 30, west of Suiv ' ����; iic� east of
Community Road (formerly known as the Wapping Community
Church's Community Center) .
Dated at South Windsor, Connecticut this llth day of May, 1988.
PLANNING AND ZONING COMMISSION
Raymond F. Hallowell, Jr. , Chairman
Marshall Montana, Secretary
JACOBS & ASSOCIATES, P.C.
ATTORNEYS AT LAW
148 MAIN STREET
P.O.BOX 470
RONALD JACOBS MANCHESTER,CONNECTICUT 06040-0470 AREA CODE 203
LEONARD JACOBS TELEPHONE 646-0121
JEAN T.WALKER
MICHAEL J.RICE � 23, 1988
STEVEN ALLEN Y
Rrs. Marcia Banach
Director of Planning
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
Dear Marcia:
Enclosed is a copy of a letter I received frcin Mr. Hallowell. Also
enclosed please find a map I received frcan Design Professionals. Please
advise me if this map is acceptable for recording. If so, I will suxmit
the mylar.
Very truly yours,
Leonard Jacoby/eXZ
LJ/ms
encl
cc: Donald W. Fish
Design Professionals