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HomeMy WebLinkAboutSITE PLAN (INCLUDING DRIVEWAY INTERCONNE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION D ' Application No The Cam nL-zion will officially recg �li�ons Received D e• at its Regular meeting on the 4th�'u, °of Action or ub 1 i c He a 'n y: m unth, provided it has been submitted to the Commission Chairman, Secretary or agent by 4V3My" cP' Receipt No. pn;c-ding day. Planning & Zoning Commission ouch S�o�P,n� Cent APPLICANT .. Richard S. Kelley, RSK-KELLCO In ADDRESS : 1744 Ellington Road, South Windsor, CT 06074 OWNER OF RECORD ON LAND RECORDS: Richard S. Kelley ADDRESS : Same COMPLETE LOCATION OF PROPERTY: Town Center corner of Buckland Rd and Ellington EA, excluding property owned by Society for Savings Bank, ZONE RC NAME , ADDRESS & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Above TELEPHONE 644-8761 THIS APPLICATION IS FOR: (CHECK ONE OF THE FOLLOWING) 1. Zone Change- to (public hearing required) 2 . Filing for Subdivision 3. Filing for Open Space Subdivision (public hearing required) 4 . Filing for Resubdivision (public hearing required) 5 . Special Exception to Article (public hearing required) X 6 . Site Plan of Development (Adjustment) $50 7 . Removal of Sand, Gravel , Clay or Quarry Stone & Ore (public hearing required) X 8 . Other (explain in detail) Modification of interior road system_ and building adiustment THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED WITH 6 SETS OF PLANS (7 sets if public hearing is required) BEFORE IT IS RECEIVED BY THE PLANNING & ZONING COMMISSION. G App cant OW";ER DATE: April 25, 1988 _ CHECKLIST REQUIRED INFORMATION SITE PLANS This checklist must be signed by plan preparer (P.E. /L.S . ) declarin that all required information is rovided , are g for all applications ; items 8-11 required wheremappropriateequired Check mark for each item supplies . • %/ 1 . On each sheet for plans .p s or maps , title block with the following information : a Name, address and telephone of applicant . b . Name, address and telephone p e number of Land Surveyor or Professional Engineer . C. Name of Development . d. Date when drawings were made. ade. 2. E2y Ma An v r • erall 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 . 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 g C. Layout of streets and ` parking . —�L d. Lines indicating proposed drainage system with direction arrows. y Voeo e. Lines indicating sanitary sewer system with direction arrows. f . Names of surrounding property owners . g . Proposed open spaces and recreation area s. h. Driveway cuts on surrounding P P ro erties . 3. Architectural Elevations • Plans of the proposed buildings drawn to a scale of 1/8" = 1 ' - 0" 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) . Page 2 (Site Plans) 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: ( 1) 24" X 36" with a 3/4" ruled margin ; (2) 18" X 24" with a 1/2" ruled margin , containing the following data: a Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. . � b. Proposed streets and street lines with center line stations, curve data, and parking spaces . C . Buildinglines in accordance with zoning regulations. d. .Proposed buildings and other structures , including signs, outside lighting , and dumpsters (on concrete pad and screened) v e. Easeme nts, noting grantors , grantees , and purpose. f . Names of abutting property--- g p p y AIA g. Monuments will be indicated at corners and ang les 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 shall be indicated. p d uses i. A-2 certification ; P.E. /L.S . Seal. 5. To o ra hic Map-: A map p drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches , including ruled margins shall in addition to the requirements of the plot plans show the following : a. All existing and proposed buildings. b. Curb lines and pavement width sidewalks.e alks. C . Existingand proposed p p sanitary sewers . d. Existing and proposed water main systems .y ems . e. Present wooded area indicat ed by foliage lines . Any individual trees to be saved should be shown. f . Exi sting and proposed contours shall be shown in not less than two-foot intervals , but in cases of relatively level land , the contours shall be one-foot intervals and spot elevations . g . Regulated wetlands and 100-year floodplain or note that none are present . --- h. Proposed storm drainage system, showing all catch basins, endwalls , manholes , lengths and sizes of pipes. (Minimum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches . ) i. Connections of all Vh Q�raorw4n 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. Draina a calculations _ Zero Runoff Increase per attached guidelines . . SV 8. Traffic report . 9. Plans and Profiles : A plan n of streets drawn on plan/profilepaperf ofescalese proposed 40 feet horizontally, 1 inch to on sheets not exceeding n241 inches tb 436eet vertically including ruled margins and containing the cfollowing: a. Layout of streets in sections coordinated by stations with the profile . b. Street plan showing roadways and drainage. C. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information. e . Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations. Drainage lines will be shown and described as to material . f . Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. g . Metropolitan District Commission datum shall be used on all sites accessible to these controls . The Town Engineer shall , based on standard engineering practices, determine the accessibility of these controls. Page 4 ( 5iLe flans ) 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 . NA10. 0 en S ace Site Improvement Plans: For sites require or includes provision for open spaces , acpl an which contains data for site improvement may be plan required . This map shall be drawn to a scale of 1 inch equals 40 feet . AtA 11 . Sanitary Report: Where individual disposal systems are proposed, the final aplans ry wshall e 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 �ARER . E. L. November , 1987 _ 1 1 AGREEMENT r AGREEMENT MADE AND ENTERED into between OLDE WAPPING REALTY, INC. , acting herein by EDWARD R.r KUCIIN, its President ' hereunto duly authorized, of South Windsor, Connecticut, and JOIIN ,SAMSEL, of the Town of South Windsor, County of Hartford and State Of Connecticut. W I T N E S S E T If: WEIEREAS, John Samsel has entered into an O.�.tion Agreement .for the purchase of approximately 15 .2 acres of land f rom Stanley Waldron and Florence Waldron; and WHEREAS, it has been revealed to John Samsel that. Olde 1 . Wapping Realty, Inc. has a license and permission to m aintain and operate an existing drain extending from the rear of their premises at 1665 Ellington Road in South Windsor, Connecticut, over premises belonging to Florence Waldron, and extending to the swale on said premises; and WHEREAS, it is the desire of all pArties that the Permission be released by Olde Wapping Realty, Inc. and relocated on the said premises of said Florence Waldron when 'and if John Samsel does exercise Ii�� '4 � s e to purchase the premises of Stanley Waldron and Florence Waldron. ...:` ,Y�: '-'!5 '^i ��>r.^n;7;5.Yy�,,",yr'it`�*'R r-!r•�v^+e.. .it NOW THEREFORE, it is mutually agreed as follows: Olde Wapping Realty will release its right to drain and 'maintain a drain pipe from their premises Ott 1665 91lington Road ;$ 0 across premises of Florence Waldron to the stale on the premises :" of Florence Waldron in return For which John Samsel the fee to a ten (101 ) foot strip of land immediately iadjacent ll t fto and ;on the rear of premises owned by Olde Wappincj Read ty, Inc. ,,and will relocate the drain pipe in accordance with plans acceptable to the Town Planning and Zoning Commission, Town of South Windsor, and the gown Engineer of the Town of South Windsor the event that Bohn Damsel shall tall to exercise his IAwgrrlcrs epn- Agreement with Stanley Waldrona Florence Waldron this and r KIIt-IIVI.CAVANAUGFI Agreement shall be null and void and the parties he;eto shall be Arit)CUMMINGS. P.C. released from all obligations hereunder . • ,1t r nlrr.In, t1N nvE►iUE wE�r I1Ar FOjtO cr I)f It17 12Ii31236 2973 _ n , 0 Dated at West Elartford, Connecticut, this day vF -�� 19 8 7 . Signed,. Sealed and Delivered OGDE WAPPING REALTY, INC. In the pre ence, of: xj� �- Edward R. uefin ,� Its President, Duly Authorized �-7ohn Samsel j DEMOGRAPHICS Town n � ter DEMOGRAPHIC&INCOME FORECAST REPORT CACI SOUTH WINDSOR,CT AREAREFERENCE: RADIUS:OUTER 5.00 BUCKLAND&ELLINGTON RDS. LATITUDE: 4149 37 DEGREES NORTH 41.83 0-5 MILES LONGITUDE:72 3313 DEGREES WEST 72.55 1980 1988 1993 1988-1993 ANNUAL CENSUS UPDATE FORECAST CHANGE GROWTH POPULATION 103337 107282 109472 2190 0.4% HOUSEHOLDS 36957 40717 43110 2393 1.1% FAMILIES 27579 29604 30811 1207 0.8% AVG HH SIZE 2.75 2.60 2.50 -0.09 -0.7% AVG FAM SIZE 3.27 3.11 3.02 -0.09 -0.6% TOT INC(MIL$) 848.0 1532.1 1755.8 223.7 2.8% PER CAPITA INC $ 8206 $14281 $16039 $1758 2.3% AVG FAMINC $25666 $41963 $45361 $3398 1.6% MEDIAN FAM INC $23385 $39897 $43461 $3564 1.7% AVG HH INC $22949 $37634 $40734 $3100 1.6% MEDIAN HH INC $20834 $34914 $38241 $3327 1.8% HOUSEHOLD INCOME 1980 CENSUS % 1988 UPDATE % 1993 FORECAST $ 0- 9999 6642 18.0 3699 9.1 3497 8.1 $10000-14999 5220 14.1 2664 6.5 2597 6.0 $15000-24999 11511 31.2 6630 16.3 6360 14.8 $25000-34999 7361 19.9 7426 18.2 6948 16.1 $35000-49999 4604 12.5 9936 24.4 9948 23.1 $50000-74999 1295 3.5 7189 17.7 8735 20.3 $75000-UP 317 0.9 3167 7.8 5018 11.6 AGE DISTRIBUTION 0-4 5949 5.8 6794 6.3 6468 5.9 5-11 10179 9.9 8824 8.2 9390 8.6 12-16 9199 8.9 6857 6.4 6391 5.8 17-21 9007 8.7 7904 7.4 6656 6.1 22-29 15356 14.9 14931 13.9 13836 12.6 30-44 20608 19.9 25698 24.0 27336 25.0 45-54 11322 11.0 11412 10.6 13378 12.2 55-64 10934 10.6 10632 9.9 10309 9.4 65+ 10783 10.4 14231 13.3 15707 14.3 AVERAGE AGE 34.8 37.4 38.4 MEDIAN AGE 31.2 34.9 36.6 RACE DISTRIBUTION WHITE 95871 92.8 99153 92.4 100726 92.0 BLACK 5147 5.0 5617 5.2 6058 5.5 OTHER 2319 2.2 2512 2.3 2688 2.5 HISPANIC 2432 2.4 IMPORTANT: 1. Household income includes the income of families and unrelated individuals.Household income is the total available income for the area. 2. Income figures are expressed in current dollars for 1980 and 1988. 1993 Figures are expressed in 1988 dollars. COPYRIGHT 1988 CACI,FAIRFAX,VA(800)292-2224•DATE 11/11/88 Today s Concept for Business and Retail Ellington Road and Buckland Road at the Five Corners •South Windsor,Connecticut ToWn rater South Windsor offers a unique Over 100 commercial and tion of residential,commercial, opportunity for commercial manufacturing companies industrial and agricultural op- development in the rapidly thrive in South Windsor includ- portunity.The town of South growing Hartford Market area. ing such diversified industries Windsor stands ready to wel- Ideally situated on major high- as fuel cell power plants,NC come and assist new business ways between New York City Machines,digitizers,graphic and industry. and Boston,and 15 minutes systems,aircraft controls, from Bradley International Air- CAD/CAM systems,machine port,this historical) a ricul- arts and commercial printing r'---'—'v 9' P � Y g � P P � g 84 tural community possesses the plants.These manufacturers are I uch Windso area(28.5 sq.mi.)to support supported by a growing popula- I ""``°`d 84 rapidly growing industrial, tion(22/o increase from 1980 I Waterbury commercial and residential to 1986)which includes highly I 84 development.The town pro- skilled white and blue collar ' vides an attractive lifestyle for workers. New Haven its 22,000 residents with a v5 blend of contemporary and old Enjoy living and working in this <' New England charm. rare and successful combina- Developed,Built and Leased by: of its significant contribution sions.Add to this a personal to area development.RSK-Kellco involvement in the business fil%t K h, has a reputation firmly estab- community and constant analy- lished in the building and sis of area growth patterns and A broadly-based,family management of commercial, demographics,giving RSK-Kellco managed,real estate develop- industrial and office complexes a unique capability for develop- ment company with offices in as well as multi-family proper- ing a sound and profitable South Windsor,Conn.,is proud ties and single home subdivi- commerical enterprise. Today's Concept for Business and Retail Ellington Road and Buckland Road at the Five Corners South Windsor,Connecticut LEASE PLAN Town Ce nter Hill !!Ii;illlll�lll!ii:ll NO All dimensions are approximate and are subject to variation. Suite sizes may be based on tenants needs. Town Center is an innovative • Superb landscaping including new retail and office complex a one acre Town Green and located on 22 acres at the inter- gazebo. section of Ellington and Buck- Illuminated signage coordi- land Roads,the"Five Corners" nated on the front of the in South Windsor,Connecticut. Town Center offers easy accessi- bility and convenience for a • Ample,well lit parking areas variety of businesses in an area with easy access to buildings. of rapidly growing • Shops vary in size from 1300 development. to 9100 square feet. Town Center retail • Ceiling heights which vary from 10'to 12'depending space offers upon the size of the store. • 65,000 square feet of gross • Drop ceilings with fluores- leasable area within the cent lighting. 12 2,000 square foot complex. • Central air conditioning • Distinctive brick exterior. throughout. • Covered walkways connect- 0 Rear service entrance doors. ing all shops. • Space designed for the exclu- sive use of tenants. Today's Concept for Business and Retail Ellington Road and Buckland Road at the Five Corners South Windsor,Connecticut LOCATION T (Znter S � T ff s � � h �O►Fq � ��� � ELUNGIONRD zi 4 L cr / L SURW M ST _ —— MANCHESTER EAST HARTFORD u From Hartford(I-84) From Boston From Interstate 91 I-84 East to Exit 62 Mass Pike South to Sturbridge- North and South (Buckland St.) CT exit(I-84). Exit 35(Bissell Bridge) Left at end of exit onto I-84 West to exit 63(South Follow signs to South Windsor Buckland Rd. Windsor-Manchester). and Bissell Bridge Follow Buckland Road(approx Left at end of exit onto Oakland (RT.291 EAST) 1.4 mi.)to traffic light at 5 way Rd.(RT. 30 South). Cross Bissell Bridge,bear left at intersection. Follow Oakland Rd.(approx 1.8 end of exit. Left at light onto Ellington Rd. mi.)to traffic light at 5 way Left onto RT. 5 NORTH.For 5 (RT.30). intersection. traffic lights(approx 2.1 mi.) Town Center is on the left. At this intersection Oakland Rd. Right onto Governors Highway (RT.30)becomes Ellington Rd. to the end(approx 1.2 mi.) (RT.30). Straight 1/10 mi.past traffic light Left onto Ellington Road (RT 30,approx 1.3 mi.) and Town Center is on the left. Town Center is on the right. Today's Concept for Business and Retail Ellington Road and Buckland Road at the Five Corners 9 South Windsor,Connecticut ` TRAFFIC IMPACT STUDY In connection with TOWN SHOPPING CENTER - ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT — PREPARED f08: RSK- KELLCO COMPANY — - PREPARED BY: STORCH ASSOCIATES 161 MAIN STREET WETHERSFIELD, CONNECTICUT 06109 March S, 1987 TRAFFIC IMPACT STUDY in connection with Town Shopping Center Ellington Road South Windsor, Connecticut Prepared for: RSK-Kellco Company Prepared by: STORCH ASSOCIATES 161 Main Street Wethersfield, Connecticut March 3 , 1987 STORCH ASSOCIATES TABLE OF CONTENTS Page I. AUTHORIZATION. . . . . . . . . . . . . . . . . . . 1 II. SCOPE AND SERVICES . . . . . . . . . . . . . . . . 1 III. DEFINITIONS . . . . . . . . . . . . . . . . . . . 1 IV. EXISTING CONDITIONS . . . . . . . . . . . . . . . 2 A. Site and Adjacent Roadway Descriptions. . . . 2 Drawing No. . l - Area Location Map Drawing No. 2 - Site Location B. Roadway Conditions. . . . . . . . . . 3 C. Wapping Five Corners. . . . . . . . . . . . . 3 V. TRAFFIC GENERATION. . . . . . . . . . . . . . . . 4 Drawing No. 3 - Site Plan -- VI. TRIP ASSIGNMENT . . . . . . . . . . . . . . . . . 5 Drawing No. 4 - Distribution of Site Generated Traffic VI I. ANALYSIS. . . . . . . . . . . . . . . . . . . . 6 VIII. RECOMMENDED TRAFFIC CONTROL IMPROVEMENTS. . . . . 8 IX. SITE OPERATIONS . . . . . . . . . . . . . 8 X. CONCLUSION. . . . . . . . . . . . . . . . . . . . 9 APPENDIX Traffic Volumes Accident Histories - Volume Analysis Capacity Analysis STORCH ASSOCIATES I. AUTHORIZATION This study was commissioned by RSK-Kellco, Inc. on February 12, 1987 and authorized by Mr. Richard Kelley. II. SCOPE AND PURPOSE The study was undertaken to review the potential traffic impacts which would result from the construction of a proposed Town Shopping Center on Ellington Road (Route 30 ) in the Town of South Windsor. This study is an update of the earlier work conducted by Storch Associates in connection with an initial application. Modifications in the original project concept have been proposed to address previously noted concerns. The present study program was designed to further analyze the project and present an implementation program which mitigates traffic concerns. -' III. DEFINITIONS In order to clarify the meaning of the certain_ specialized traffic engineering terms 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. 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. 1 STORCH ASSOCIATES Average Weekday Traffic is the total traffic generation of a development on a typical working weekday. Peak Hour Generation is the maximum traffic generation which may be anticipated during the highest volume hour for the particular development. This analysis parameter may vary as to the time of day, depending on the type of facility proposed. Office buildings normally generate peak volume rates which coincide with the peak volume rates of the surrounding roadway network, fast food restaurants have peak traffic during the Noon _ hour. Tri Distribution is the process of determining the proportion of the generated trips that can be expected to originate at any location. 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 describe the ability of a roadway to handle its traffic assignment. -- IV. EXISTING CONDITIONS A_ Site and Adjacent Roadway Descriptions The Town Shopping Center is proposed to be located on 21.4 acres of land on the south side of Ellington Road (Route 30) west of the Wapping Five Corners intersection. The general location is shown in Drawing No. Jr Area Location Map and more specifically in Drawing No. 2, Site Location. _ 2 j AM- Ty ,.. ■ • • �� � V .III It A0 If do off aiam- son TOWN SHOPPING SOUTH _ CTAREA LOCATION MAP 1 - s jl Cq N ck SANO ROAD 1kw— r • pw�JE i aREET� i pEERF1EL0 W4 Vol � o ' lu � gr - i s J ELLiNGTOPI ROAD v I� 0 •`�,° e r 10all Jlop pig , yak i *F, � SITE LOCATION _ i eqo� l, a/�, rl TOWN SHOPPING CENTER I RWR OFFICE COMPLEX ---� I SOUTH WINDSOR9 CT scxc N. SITE LOCATION T.3 S.. • F.M.M. S t ORC NI 1MIM!!R!!T ARCM 11e7 ASSOCIATES wcrwasnda.CT W" owl• No. 2 STORCH ASSOCIATES The site is roughly the same location as in the previous application, but has been expanded by the acquisition of land to provide a contiguous parcel. It is proposed that the site be served by a single drive located on Ellington Road approximately 960 ft. west of Buckland. Road. Although the site has a front, no access is proposed to -` this project from Buckland Road. This is the major conceptual change from the previous application. The site is generally level and at the elevation of the adjacent roadways, thus facilitating access drives. B. Roadway Conditions The site is bordered by two roadways, namely Ellington Road .,.(Route 30) and Buckland Road. Ellington Road (Route 30) is a two-lane state highway varying from - 30 to 40 ft in width. Its alignment in the project area is straight and level, and sight distances measured from the proposed drive were found to be adequate. The road is constructed of bituminous concrete and is marked as two lanes with a double centerline pavement marking pattern. Buckland Road is a two-lane town road which measures approximately 30 to 36 ft in width and is constructed of -- bituminous concrete. As noted previously, no direct access to this street is proposed. C. Wapping Five Corners The Wapping Five Corners ' intersection is located in the immediate vicinity of the Town Shopping Center. This intersection, with its multi-phased traffic signal, is the major 3 STORCH ASSOCIATES traffic capacity constraint in the area of the Town Shopping — Center. The intersection is the junction of three state highways (Route 30, 194 and 74) . In addition, Buckland Road extends from the intersection to Manchester and I-84. Adjacent development to the site of the Town Shopping Center is primarily commercial with Society for Savings, SNET, Colonial Cornere, and the Town Hall located in the vicinity. V. TRAFFIC GENERATION The Town Shopping Center will consist of a mixture of office and retail uses. The task- of estimating traffic generation, therefore, is a function of developing projected traffic flows for each use category and then making a composite flow estimate. The use categories comprising the Town Shopping Center were: o Shopping Center 50,000 - 99,000 sq. ft. o General Office under 100,000 sq. ft. o Bank with Drive-in Present plans call for the shopping center to occupy approximately 65,000 sq. ft. with approximately 55,000 sq. ft. of general office and a 2,500 sq. f t. bank as shown in Drawing No. 3, Site Plan. — The methodology used to project traffic flows was based on traffic generation factors published--- in the Trip Generation Manual of the Institute of Transportation Engineers (1985 Edition) . Table I presents the results of this generation. — 4 Z .4 m LF O D v Q RTE 30 ROAD E`LINGTON c Z O i D c 1 � pETENT. gAS1N TOWN SHOPPING CENTER SOUTH WINDSOR, CONNECTICU'r SCALN: SITE PLAN MA%"BY: F.M.W. u CNOCI�ED elfF. - STORC" 161 MAIN STREET •J.W. - - FEe.1887 ASSOCIATES wETNERSF1ELc.CT Delos Dwri. No. 1 STORCH ASSOCIATES TABLE I Projected Trip Generation Town Shopping Center Trips _ Enter Exit Land Use Time Period No. % No. % Total Retail Daily 2665 2665 5330 65,000 sq. ft. AM Peak Hour 91 52% 85 48% 176 PM Peak Hour 208 49% 221 51% 429 -- office Daily 487 488 975 55,000 sq. ft. AM Peak Hour 80 85% 14 14. 9% 94 PM Peak Hour 11 15% 63 85% 74 Drive-In Daily 240 240 480 Bank AM Peak Hour 8 89% 1 11% 9 PM Peak Hour 35 48% 38 52% 73 Composite Daily 6785` Site AM Peak Hour 179 64% 100 36% 279 PM Peak Hour 254 44% 322 56% 576 VI. TRIP ASSIGNMENT The size of the proposed town Shopping Center is in the classification 'of Community type retail center. The size of the retail center is such that it will not serve as a regional magnet, but will function primarily serving the needs of local clientele. The center will attract passing traffic also and it is estimated that at least 20% of peak hour trips to this site will be traffic which is passing the site for another trip purpose. Such Trips are called "capture trips" since they would pass the site in- any case. The 20% level is conservative in that some studies by the Institute of Transportation Engineers (ITE) have seen peak hour capture rates as high as 75%. _ 5 STORCH ASSOCIATES For the office component of the site, trips would be assumed to be "new" trips and would be added directly to existing volumes. Trip assignments were made for the morning and evening peak hour periods. As both of these analysis periods represent journey-to-work, it was assumed that directional distribution of the Town Shopping Center traffic would follow the existing pattern. Thus, the "new" Town Shopping Center traffic was assigned to the highways on the basis of existing traffic flows. This distribution is shown on Drawing No. 4 , Distributioon -- of Site Generated Traffic. VII. ANALYSIS Once the level of projected traffic flows have been determined and thus, traffic assigned to the roadways, an analysis of projected impact was possible. To perform this part of the study traffic volume data obtained in April and May of 1986 was used and updated. This data was combined with the projected Town Shopping Centet traffic and future volumes projected. These figures were then analyzed for traffic operational levels. Observations of existing traffic flows were performed and the accident histories for area roads obtained. The critical traffic period was determined to be the evening peak hour. This period of homeward bound type vehicles exhibits the highest traffic flows. 6 2 vi w 1 Z'f UND _ 11 6010 O � ROAD POPC y �' 30 I0 °`O w o cV _ , OptdE f SDpl f - ` °`O a ° dr i i '90 epEEi� � 4D : DEERFIELD C1v4 9 71% Q ` v 0 'rot ' a Ell kG' M ROAD u 04k )c f14C a� �fJlp� l 2 /a 6'o \� o ti Ire ti O Qy _ r Zl- O ��, E, L0 _ - �0 O /i O 1`9 B9pG -- a A TOWN SHOPPING CENTER .--% o\° SOUTH'WINOSOR, CT r o DISTRIBUTION M.t3. ' M OF SITE. GENERATED TRAFFIC CUM icl infr: '^ S 1 ORC/ 1 NI UAW WT on DAWIL MA*cof 1lAT ASSOCIATES CT 0609 �. No. 4 STORCH ASSOCIATES Existing traffic flows show marked congestion at the Wapping Five Corners intersection and long traffic queues are seen in Buckland Road and Ellington Road (Route 30) . — We are aware that the Town and State have identified the PP Wa ing Five Corners intersection as requiring major improvements - and are currently developing a project to this end. The concept being evaluated includes the widening of Buckland Road to four lanes and the relocation of Route 74 to intersection Sullivan Avenue west of the Post office. The present Wapping Five Corners intersection would be markedly simplified. our analysis confirms the need for these changes. It is, however, recognized that this project would not be in place when the Town Shopping Center is opened. Thus, we reviewed methods available to mitigate the traffic concerns surrounding _ the Town Shopping Center. Since the driveway to Buckland Road has been eliminated, traffic operational impacts have been concentrated to the single site access on Ellington Road. Problem areas which arose included: 1. Turning traffic obstructing through traffic 2. Insufficient gaps to enter traffic stream from driveway 3. Extensive queueing from the Wapping Five Corner intersection past the site drive. Specific traffic engineering measures have been developed to address these concerns. offsite traffic improvements will be required and a specific program has been recommended. 7 STORCH ASSOCIATES VIII. RECOMMENDED TRAFFIC CONTROL IMPROVEMENTS Analysis of the area roadways and proposed site driveway revealed the need for certain traffic control measures to ensure adequate traffic operations are maintained. -- It should be noted that the changes in the Wapping Five Corners intersection are essential if overall congestion and delay are to be corrected. The improvement program identified herein is designed to allow acceptable traffic operations to be maintained until that project is completed. The recommended program is as follows and is shown on Drawing No. 5, Traffic Control Plan, enclosed in the attached pocket. 1. Widen Ellington Road (Route 30) in the vicinity of the Town Shopping Center drive to provide a westbound left turn lane and eastbound right turn lane. 2. Install actuated signals to control the drive and assume safe entry to Route 30. 3. Interconnect the driveway signal with the Wapping Five Corner signal to assume maintenance of proper signal coordination. 4. Implement timing changes and equipment modifications at the Wapping Five Corners intersection to provide for access management operations during the evening peak. IX. SITE OPERATIONS Our review of the site layout did not reveal areas which would not function as intended. We have examined the proposed parking to be provided and it is well within the number of spaces ._ 8 STORCH ASSOCIATES which would be required to support this use. Parking accommodation data sheets are included in the Appendix for office and retail uses. In general, we would estimate a demand of: 1. One space for each 330 sq. f t. of office space 2. One space for each 200 sq. ft. of retail space X. CONCLUSION On the basis of the analyses conducted and assuming the improvements recommended are in pace at the time the Town Shopping Center is opened, it is the opinion of Storch Associates that traffic impacts related to the Town Shopping Center will not materially adversely affect area roadways. Identified concerns will be mitigated to an acceptable level by the noted improvement program. Resolution of overall congestion will be realized upon implementation of the currently planned Town/State plans for the — Wapping Five Corners intersection. 9 APPENDIX KACHINE COUNT SUMMARY STORCH ENGINEERS R Town: SOUTH WINDSOR Tape # Location: BUCKLAND OAD _ INTERS ate: 3-�2T128)-86 W �3 ,300 FT. SOUTH OF RTE.194 74�30 D Counter Direction: N RTH BOUND Project i : T URSDAY FRIDAY TURDAY SUNDAY mONDAY TUESDAY . DATE S3 i2- 1 . AM 1/3 2 AM n „y 2. 3 AM q 3-4 AM 4—S AM 3y s-6AM _ q7 6-7 AM 153 7-8 AM 1 y 6-9 AM y •;.68 9.10 AM zg 6 2q 7 0-11 AM 11-—12 AM � v--v 12— 1* PM t - 2PM - i� 2-3 PM _ 7�0 - 4 —3 PM -- - •- � 637 s-s PM 6.7 PM 387 . 7-6 PM 8 .9 PM QD 2 9 —10-M f t0-11. PM I�l 11=12 PM H1G R -- C,pNt1r+IENT- ' MACHINE COUNT SUMMARY STORCH ENGINEERS Location: BUCKLAND ROAD ;own: SOUTH WINDSOR Tape # TH OF RTE.194 74&30 INTERS Date: ;-��7- sO) - W - 4 ?u FTOU 00 . S ,c � Countez # Direction: SOUTH BOUND Project # : 4 o�- -► ► g M ON D AY T U E S D AY THURSD AY F RID AY T URDAY S U NDAY • -� � -�6• DATE �-�% Q - yg �g ,3 I2- 1 . AM 1-2 AM 3y 37 30 2— 3 AM 3- 4 aM �� � � •7 - 4-5� AM 63 �3 9 . S-5 AM 6-7 AM 5S 7—B AM Soy � 3.3 �� g-9 AM _ 9—10 AM y37 3 y3 3 3.E I6J rit AM 77�1'-i2 AM t2— r PM A/06 y/S 330 37y ya8 y?5' • ;0 � — ZPNS - yy� 36.E 39y 177 z-3 PU 33� 3g.3 2a8 3.4 PM ' 4 3 PM �3g 3 9a 3120 277 . - •- , y�o 3�� 312 � � - S-s PM337 3Z7 - . s-z -Pm 30 325 v, g 2.2.3 • —6 Pm 7 -- �o�� l 90_ �o;5 e _9 PM q - 13d 138 /�7 - F 92 g 2 Q 1 83 ID-1I. PM r -11--12 PM 741 - 8 2 f o-3 HIGH R 24 C;TA4 _ Cp1�1rIEAfT: , MA KINE COUNT SUMPOIARY STORCH ENGINEERS Location: _GUCVL1Q t4 ten. Town: S!?V r + �+ c.. c p-rc, 10P, ��� i�,A< Date: -71- � W fj Counter Dizection: _ S1 Project t : -- M ONDAY T UE S D AY THJRSDAY FRID AY TURDAY S UNDAY ATE -3 DATE s6 ' I2- 1 . AJt III -2 AM � 1 2_ 3 AM 3-4 AM S ' -S AM I� A AM 6-7 AM - t 7-8 AM 7;Z3 ' 6-9 AM �Z 3 9-10 AM 30-11 AM 12- 1' Om i 1 - 2PM �_ . _2-3 PSI 3-4 PM - - - 4 3 P 5-6 PM - -6-7 PM 7-8 PM 8 -9 PW! --_-- -9 —lo PM 11-12 PM , • - VH HiG tRS 214 Hid. - C�f�t1�{��1T: - 1 ► L liS iul Jillu UA !Y� �--� ► U ` _ ��R y I EATHER-SLjLdL/ROAD SUF ACE CAS. 1rowF� _ �Q-rF. 0 1 0 . I LENGTH _ BY CATION*,. COMPUTED PY Qn_ /4TRT __R• N . LA I CHECKED BY MOVEMENT N0. 16 MOVEMENT NO. I M N. MOVEMENT NO. M N. MIN. 10 II 12 A TIME PERIODS MOVEMENT NO. MIN. 6 T 8 9 TOTAL . I 2 ' 3 0T 4 5 A 6 AM - 6116 6,1 6130 - 6-A 5 6:4 5 - 7:00 6a 'A6 3� ,IIOURLY TOTAL Zy� I 0 85 7�00 - 7�I 5 — 21(, Tt 15 - 7 30 �7� � �.7.2 r•30 - T=4 5 178 9 y ______ . T-4 5 - 8300 13 HOURLY TOTAL 6 7� 36z �03g 8t00 - 8:15 8:15 - 8:30 I .52 193 0:4 5 — 8:4 5 — 9:00 HOURLY TOTAL 9-00 - 9:1 5 94 5 9:4 5 - 1000 HOURLY TOTAL 10:1 0 `- 10:15 10115 - 10130 W 0 10:45 - 11CO , H OU R U TOTAL 11:00 I It30 11.4 5 -12N0011 . � r----ter I..I..........................I I..I HOURLY' i .A L �'1 MACHINE COUNT SUMMARY - � 1 STORCH EN GIN EERS - • I Tape 1--)cation: F 1 1 1 iVG7QAI A n -- Town. • T Date: -A�- 8•!� W _ /S 3 _ Counter � ►�� ection: __ ��• ��� Project f : 416F'7—60 [ 10 MOtrIDAY 7UESDAY T URSDAY FRIDAY TURD�IY SUND�AY ! DATE AM g 2 AM 2- 3 AM 'ar-4 AM ; 4-S AM �6 -• 5-6 AM 7� , 6-7 AM AID ' 7-8 AM a3q 8-9 AM 637 9-10 AM ; 1�-11 AM 2. 1 273 f—12 AID _ t _ t 12— 1' PM 3z6 s 1 — 2 PA11 - 3oG 2-3 P)A - 3�y 3-4 PM _ - 4 -5 ?M 5-6 PM 6-7 PM 7-8 PM _ e -9 PM - 8� ' 9 -1 O PM ID-11. pmit-12 PM H G . R 4 KRTt?T 5MMEKT: MA,-H:NE COUNT SUMMIARY STORCH ENGINEERS -Location: _ E L L 1/VC---O N {� .,own: �. Vv I IV �ape # • �T n Date: 6 W 3� r'! Counter # Direction: C• i�34r�tti�� project 1 : MONDAY TUESDAY TKJRSDAY FRIDAY SATLIRDAY SUNDAY ATE D 3-7-IZ6 12- 1 . AM - �9 z AM ------------ 2- 3 AM 0 - �-4 AM 6 4-S AM l3 s-6 AM 2� 6-7 AM 7-g A ~ 2.4AM 2 - 3 DD 8-9 AM Pon ID AM_11 AM 1 T'-IZ AM. 12- ! PM 336 I - Zpml 3 o6 2-3 P 3-4 PM ' � -�z - 4 -5 PM - i ? S-g PM 6-7 PM 1�72 7-6 PM 311 t 8 -9 PM �t 2 9 -10-PM I $ 1 - _ - II-i2 PM �a I HIGH R ' - I • Z4 WTOTA4 COMMENT: 1 . • elloN JA AM ITI 1► lI i-NIERSE ' • 1 1 1 1 � • • 1 . • man man i ��® • MM • MMM�� �mmm • �M= • � ten: �t-� - r_� c��erm m� • c� • .• r.� o.1 In mom ca Rimarmies mr�c! ®�0.N r.fA* • •sFu " . etc �ots� ®�:�1NOM 01,1 q',` � 1K�_..I D I• ��7'._ I � r wN . . � D:SC1R P `7 AOAO Sun��CE QRY 0 �S 1 LENGTH _ 8Y LOCATION T •rF �� 14 00TE0 BY R F • --- r.� - t�wFT�y IFb. 6 CHECKED BY - riMOVEMENT NO.NO. 15 ,-' MOVEMENT NO. 15 MOVEMENT N0. 15 � MIN. WE PERIODS MOVEMENT N0. 15 MIN. MIN' UtAI 13 14 151 pT• 1 t3 7 18 pTA 19 2 0 _ OTAI 2t i00N- 12�15 ' 12.15 -- 1230. 12:30 - 1245 1245 - I O0 IOUFiL_Y TQTA :Oo -- 1:15 1: 15 -- I:30 -- 130 — 1:45 : 45 — 2`00 ' 11OURLY TOTAL 2:00 - 2115 2:15 - 2:30 230 - 2:45 3`00 2:4 5 — ' IIOUF�LY 1�OTAL 30Q 3'15 3:I5 - 330_ 3:30 - 34 5 FF- 3:4 5 - 4-00 Font LY TQTJ�I 77 �4 t7 4:15 - 430 26 45 -71 1 t 15 82 $ 6 9g 430 �- 4�5 T Z4 dS Z.y Ss3 1 2- I IZOiO � z9 3 Z 1 1 o �Y 1 4-45 l�i� i Yy Z7 3 � .�.� g 2 v — IIOURL TOT 2-'� 7F 18 'S8 93 2. Zo g q �5t30 3 Z 6 21.69 5:30 _ 545 �y 34 ti 3 - 6 y 2-1 1v Z 5:45 - t3oo 2- `t 7 t 2 Z3 3 • ` HOURLY TOTAL I 1 33d 1 GRAIL D TO -- _ - - ---' COLLISION DIAGRAM: ROUTES 30.194 AND 74 AT BUCKLAND ROAD a • JUL.191982-JUN,3091985. " SOUTH WINDSOR Ate. ` Wu T • _ 4 -b♦ ZF QO 4 •` <v OA KLA NO `� �•,� �� V ' ROAD s ` ' $ pm 1111!111:1;111 3 Prm ; 12 %Ftf I—12--By -r qc• o I tip'' 6.'yCiPi• 5.23 Z"-Zk �.t�0E►+�S rr TYof - a - ja cm _ --- ---- LEGEND _ _„ - LEFT TURN COLLISION MOVING VEHICLE SIDE SWIPE __--►_ PEDESTRIAN �♦ OUT OF CONTROL PARKED VEHICLE REAR END COLLISION WITH PARKING OR UNPARKED VEHICLE .�''� BACKING VEHICLE p FIX-ED OBJECT FATAL ACCIDENT -- --► -REAR END -COLLISION 0 PERSONAL INJURY HEAD ON COLLISION - _. ._ ....•, r I IcInN - ^ _ - sToPCH EwGzwEEns 2/25/1.9e7 - TOWN SHOPPING CI:7mTEA CA715A INTEA5ECTION � ROUTE 30 G? - QQUTE 30 @ SITE DQIuEWAY WsEmmwY AM PEAK 7-eM-n 1.991. CBD?N SEMI-ACTUATED SIGNAL - - MAJOA 5TAEET nUNs EAST / WEST TAAFFIC & AOADWAY CONDITION5 - CnwmE *u ADJ. PwG �'w N . �usss oomF . PEns Pso euTTow �nn APP Y/M Nm xwu > PHF eus/hr ) Y/N SEC TYPE. --- ----- --- --------- ........-.... --........ -........-....--............ -............-....---.... ---- -- E8 0 5 N o U 0 .90 0 N 0 . 0 3 WB 0 5 N 0 . 90 O w 0 . 0 c» N8 0 5 w m q 0 .90 0 N 0 . 0 3 _ -------------------------------------------------------------------------------- GEOMETAICS y VOLUMES ._ LANE (:,rloUPS �OLUmE 1 2 3 APP LT TH QT MVM LNS WD MVM LNS wD MVM LNS WD --- ---------------- ---------------- ---------------- -................----------- - EB 0 e59 39 T 1 1.2 . 0 A 1 1.2 . U WB 1^n0 898 0 L 1 12. 0 T 1 12. 0 NB 78 O 22 L 1 1.2. 0 A 1. 1.2. 0 _ _ 5 I Q N xv L P H A S I N G APP PHASE IST MV 2ND Mw 3An Mo PA[]T PMSV G, `rfQ --- ----- ------ ______ --____ � EB 1 T A A ^10 50 - WB 1 L T L '(10 50 WB 3 L T L 2A 66 NB 2 L A LA 20 70 _ -- -- _ _ _ _ -- ' 2/25/1987 srowCH ENGINEERS INTERSECTION CA715A N | - W -f- E / S ^ _ - ROUTE �o E/�o STmcET _ --__---------------............-----------__-_..................................................................................-- <....-~ 1 _ *--- 1 ~^/ ' 1 ---} _ 1 ---mw - v _ | <wx *> | | | } | -- ROUTE so E/W STQEET | | | } | | | | | � | | � | 259 G98 _ y <--__- ED TOTAL wB ToTvvL 298 39 1^10 1038 - -----. SITE OAIVEWAY . ----- w N/5 STREET v 78 22 _ � . . � | | | | - NB TOTAL 1.00 _ ~ _ 5TOACH ENGINEEPS 2/25y1987 PACE J. - TOWN SHOPPING CEMTEA CA715A IINITEASECTION � AOUTE 30 Ca - AOUTE 30 @ SITE DAIVEwAY WEEnm�Y AM PEAK 7-8�M 1991 CBD ? N _ �EMI-ACTUATED 5I[�NAL - MAJOA STAEET AUNS E#ST / WEST --------------...............--------------........---------------------------------------------- VOLUME ADJU5TMENT _ ^^PPnowoH I.'/^ws onoUp AxvTE LANE UTIL ADJ FLOW PAOP OF TURM5 MVM VDLUr1E IN [;AOUP FwCTOA AT _ -------- __- _--_-_ ...........----- ------ ---- ............... -_-- EB T 259 28B 1 . no 288 0 . 00 0 . 00 A c»9 ^x3 1 . 0O /l3 0 . 00 1 . 00 -- L 1^vm �m� 1 m� 156 1 . 00 0 . 00 WB ' ~ - 0 0� 0 . 001 . 00 - �9B T B90 998 ° . "~ -- NB L 78 87 1 . 00 E-37 1. . o() m . m0 R 2e eq 1 . 00 24 0 . 00 1 . o0 -------------------------------------------------------------------------------- 5ATUAATIC) N FLOW ~ - IDEfvL # OF --------....--....--AD-JUSTMENT FA�TOPS--------------- ADJ. API--, MVM SAT FLOW LANES WIDTH H . V . OAADE PA P K B115 AqEA _AT_ _LT_ FLOW -__ _-- -__----_ ----_ _---- ....... _....... -_ -- EB T 1E-3m0 1 1 . 00 m .9B 1 .00 1 . mD 1 . 00 1 . O0 1 ' 00 1 . ()0 176x1 n 1800 1 1 . 00 0 . 98 1 . 00 1 . 0o 1 . 00 1 . 00 0 . 85 1 . 0O :L^199 WB L 1E�00 1 1 . 00 0 .98 1 . 00 1 . 00 1 . 0 1 . 00 1 . 00 0 .��5 1676 -- T 1800 1 1 . 00 0 .9(3 1 . 00 1 . 00 1 . ()m 1 . 00 :L . 00 1 . 00 176»1 NB' L 1BVO 1 1 . 00 0 .98 1 �mm 1 . 00 l . o0 1 . �o 1 . 0o 0 .���� 1^n99 -- A 1800 1 1 . 00 0 . 9(3 1 . O0 1 . 00 1 . 00 1 . 00 0 .85 1 ' OO 1499 _ _ � -- -- _ ' `- . :,AGE 2 STORCH ENGINEEAS 2/25/1967 - TOWN SHOPPING CENTEA Ce715 A lNTEPSECTIOm � ROUTE o0 & -AOUTE 30 @ �ITE DQIVEWAY vJEEKDAY An PEAK 7-8wn 1991 oem ? w SEMI-ACTUATED MwJ0A STAEET PUNS WEST _ ----'--------------------------------------- ..............................................................................................................-.................... - CwPwCITY AwALYSIS �m on wDJ F�Dw Pnsw AmJ SAT rLow omEsm Lm Cn u/C -JMPP MVM AATE LT FLOW FLW AT QATIO CAIT ? AATIO CAPACITY AATIO --- --- -............ ------- ------ ----- ............-........ ----- -------- ----- 1:::8 T 288 O 3.78^1 0 . 163 N 0 . 11 lei4 784 0 .387 A -e I'Z3 0 1.-199 0 . 029 N V .q lei q 666 0 . 065 _ AJB L 151 5 1676 0 . 090 N 0 . 26T 447 0 . 338 T 998 0 176A 0 .566 y 0 .711 125� 0 .796 _ NB L 87 0 1,el99 0 . 05Q Y 0 . 222 333 0 .261 A 2^1 D 1/199 0 . 016 m 0 .222 o33 0 . 072 _ CYCLE �ENGTH � 90 . 0 SUM OF �AITICAL LwNES~ FLOW AwTIOS � 0 . 62^1 -[)SS TIME PER CY[ILE 6 I19TEASECTI0N V/C, 0 . 669 LEVEL OF SEAVICE - Lm CA V/o GAEEN C YC 1st LN CSA 2 n d LN [;IQI LN GA APP APP mPP MVM PAT IO AATIO LEN DELAY CAP DELAY PF DELAY LOS DELAY LO5 --- --- ----- ----- --- ----- --- ----- -- ----- --- ----- --- EB T 0 .367 O . 4A4 90 12 . 6 784 0 . 1 1 . 00 12 .7 B -- A 0 . 065 0 . ^v^qel 90 10 . 9 666 0 . 0 1 . 00 10 .9 B ze.^l B WB L 0 .338 0 .267 90 20 .2 447 0 . 2 1 :00 20 .-1 C - T 0 . 796 0 . 711 90 6 . 6 1.25-1 2 . 6 1 . 0m 9.2 a 10 . 7 B NB L 0 .261 o .222 90 22 . 0 2S3 0 . 1 1 . 00 22. 1 C A 0 . 072 m . 222 90 21 . 0 333 0 . 0 x . 00 21 . 0 Cl21 .7 C ImTEnSECTION DELAY : 1.1 .8 secs/veh - LEQEL OF SEAuICE : B _ _ _ _ ' _ . . sToAoH ENCINEEA5 2/25/1987 - TOWN SHOPPING CENTEA CA715P INTEA5ECTION � AOUTE 30 P.) - AOUTE 30 @ SITE DRIVEWAY WEEKDAY PM PEAN 5-6 PM 1.991 _ SEMI-MCTUATED 5IGNAL - MAJOA STAEET Rupvs swsT / wcsT ----------------------------------............------------------------------------------- TAAFFIC & AOADWAY CONDITIO # S - CnwnE *w wou . PKo I...m . ausss oomr . Psos Pso ourTow /xnn mpP (%) Y/N Mm (Nb ) PHF < peds/hr ) Y/N SEC TYPE --- ----- ............ ....-----............ ---- ---- ....................-........-.... ............-....................- ................ -- E8 m 15 w m n 0 .90 D N 0 . 0 3 WB o 5 N 0 0 0 .90 0 N 0 . 0 3 NB 0 15 N 0 O 0 .90 o w o . n � _ --------------------~----------------------------------------------------------- GE0r1ETAIoS , VOLUMES - LwNE CnoUP5 VOLUnE 1 2 3 nPP LT TH AT mVM I...w5 WD moM LmS WE) MVm LNs WE) _ -_- --___----------- _---_--__-_----- -............-----_--_--- -----_-----_---_ EB 1 12. 0 A 1 12 . 0 WB T,el 367 U L 1. :1.2 . 0 T 1 1.2. 0 -NB 9-B 0 e29 L 1. 12 . 0 p 1 12. 0 _ - 5IGNAL PHA SING. wPP PHA5E 1ST MV 2ND MV 3AD MV PAOT PM5V [; YfA _ EB 1 T A R A5 45 EB 3 T R Q 15 75 wm 1 L T L Z15 Z15 NB 2 L P LA 2'q 66 _ _ _ _ _ _ y -- ' . . 2/25/1987 sTonC* EwozmEEQs INTERSECTION CA715P N | — W -f- E | S _ — nouTs ap s/�� sTnssT _ -------------------------------------------------------------- <--- 1 _ v ^^/ 1 ---» _ 1 ---� w --_-_-___-------- -........ ___-----__---- \ <* *'> | | | | | — ROUTE 30 E/W STAEET | | \ | | / | } | | | 915 36T _ ---_-� �----_ EQ TOTAL WB TOTAL 1095 180 7^9 wzl:l. — -----. SITE DnIuEWAY .----- v N/5 STREET ' v ' _ q/3 229 � . . � | / | | — NB TOTAL a2� _ _ ' -~ . . PAGE 1. sTomo* smGzwEEAS 2y25/1987 - TOWN SHOPPING CENTER CA715n INTERSECTION � AC>UTE �-)0 @ - ROUTE 30 @ SITE DRIVEWAY _ wEEI<mAT PM PEAn 5-6 PM z991 CBD ? N _ 5EMI-ACTUATED SIGNAL - MAJOA STAEET PUNS EAST / WEST _........_................___...._................................_________________________ VOLUME ADJUSTnEwT _ �^nPno�o* ��ms GQOUP FLOW n^xTE LA NE UTIL ADJ FLOW P�OP OF TUANS MVM VOLUME IN G'A0UP FACTOR, AwTs L.T nT _ --__-............ --- ------ _--_---- ........ ...._....- -........... ............_ Ee T 915 1017 1 . 00 1017 0 . 00 0 . 00 n 180 200 1 . 00 200 0 . 00 1. . m0 - WB 82 1 . 00 82 1 . o0 o . 00 T 367 406 1 . 00 '10B 0 . 00 0 . 00 -- NB L 93 1.()3 1 . 00 103 1 . 00 0 . 00 n 229 2,5^v 1 . Oo 254 0 . 00 1 . 00 _ -------------------~------~----------------------------------------------------- SwTUAwTzoN rLOw - IDEAL # OF -- ADJ. APP MuM SAT FLOW LANES WIDTH * . w . omwoE PARK eus AREA AT L.T FLOW --- --- ~------- ----- ----- ---- ----- ---- --........ ---- -~-- ---- ---- - EB T 1800 J. 1 . 00 0 .98 1 . 00 1 . o0 1 . 00 1 . 00 1 . 00 1 . 00 1.76^l A 1800 1 1 . 00 0 . 98 1 . 00 1 . 00 1 . 00 1 . 00 0 .85 1 . 00 1-el 1>1 9 WB L 1800 1 1 . OD 0 .9B 1 . DD 1 . 00 1 . 00 1 . 00 1 . 00 0 . z^q 247 T 1800 1 :I. . 00 () . 98 1 . 00 1 . 00 1 . 00 l . mO 1 . 00 1 . 00 1.*7 64 NB L 1800 J. 1 . 00 0 .98 1� 0U 1 . 00 1 . 00 1 . DD 1 . 00 () . 85 1^1199 - A 1800 1 1 . 0O 0 . 98 1 . 00 1 . 00 1 . 00 1 . 00 0 . B5 1 . qo 1^1s/9 _ _ _ _ _ _ . . ' . . ' . PAGE 2 5TOACH ENGINEERS 2/25y1987 — TOWN SHOPPING CENTER CA715P INTEA5ECTION � nouTs '30 Cl? — AOUTE 30 @ SITs DnzuEww`r wEsKowY PM PExxm 5-6 Pn 1991 CBo r w SEMI-ACTUATED L - y1AJOA STAEET AUNS EAST / WEST ........---------.................................................................................................------................................................................................................... --------- - CAPAoITY wwm ... YSzS N CA ^�DJ FLOW PMSV ADJ SAT FLOW �AEEN LN �Q V/C _ APP MuM AATE LT FLOW FLW AT AATIO CAIT ? AATIO CAPA(:'OITY RATIO _........_ ...._...._........ _ Ee T 1.m1. 176^n 0 . 5*77 `r 0 . 667 1176 0 .8- 65 Q 200 0 1�99 0 . 133 N 0 . 667 999 0 .20U _ WB L 32 247 0 . 33E Y 0 . 500 123 0 . 687 T Z108 0 1.76-el 0 .231 m 0 .500 8e2 0 .463 _ NB L 103 0 1.el99 0 . 069 N 0 . 267 -el 0O 0 .257 Q 254 0 1^q99 0 . 169 Y 0 .267 qm0 0 . 635 _ CYCLE LENGTH 90 . 0 ' SUM [)F C,AITICAL LANE5~ FLOW AmwTIOS 1 . 078 LOSS TIME PEA CYCLE 6 IwTEQSECTION u/C 1 . 155 _ -___-------_---_________---_~-__-_-____-__---___________~-___-_-_______-__-_--_- LEVEL OF SE � VIC" E — LN CQ V/C GAAEEN CYCa 1st LN [;A 2 n d LN [;A LN GA APP APP APP MwM AATIO PAT ID LEN DELAY CAP DELAY PF DELAY LOS DELAY LOS --- --- ----- ----- --- ----- --- ----- -- ----- --- ----- --- EB T U .B6� � . 6�� 90 �. � 11�� �.9 1 . O� 13 .� B -- ' A 0 . 200 0 . 667 90 Al.-el C799 0 . 0 1 . 00 ^n . ^9 wx zpz.o e WB L 0 . 667 0 .500 90 12. 8 12Z) 8. 6 1 . 00 21 .A C ' — T 0 .»163 0 .500 90 11 . 1 882 () . o 1 . 00 11 .^v a 1o. 0 a NB L 0 .257 0 .287 90 19 .7 �00 0 . 1 1 . 00 19 .8 c _ A 0 . 635 0 . 267 90 22. 1 ^100 2. 3 1 . 00 2AI. .el C, 23. 0 C INTEnSsoTIDw DELAY zA .3 secs/veh — LEVEL OF 5EQVICE B � _ _ _ _ i E5CALAT I ON MY `,'tt�RS PF'U.T. 5 SPEC; DEY SPEC MOVE TIME INCREASE VOL TOTAL APPRORCH .I YOLUME YOL.UME YOLUNE CODE 0 Ci:: 0 C! U.. 0 thr 267 307 0 C% 0 0 39 1311.1 0 E PP 0 G,: 0 G Q 0 EPR 0 0 u E-P11 0 0; 0 0 140 1 0 U:: 0 926 926 1066 Cr:. G Cif 0 G 0 IT. 0 7 g 7 tir: 0 C�" 0 �i u G CG: 0 G l0 0 0 - TRAFFIC PRC)GPRrl PROJECT: T0III4 SHOPPING CENTER LOCATION SOUTH IJINDSOR CT. PERIOD AM' PEAK: 7-8 All CONDITION: DESIGN YEAR 1991 CITE GENEPHTED TPAFF I C: 279 ENTER 64r. 179 EXIT :. 36'% 100 SPECIAL DEVELOPMENT IF ANY NHME TRAFFIC GEN. 0 ENTER 0181; 0 EXIT 0;: 0 -� NAME TRAFFIC GEN. 0 STREETS ENTER r EXIT 0:: 0 APPROACH 1 RT. 30 APPROACH 2 N\A APPROACH 3 RT. 30 APPROACH 4 5ITE DRIVE MOVEMENT CODE 1=EIITEF!I tIG, 2= EXITING, 0=NOT AFFECTED MOVE COUNT COUNT 5I TE 5I TE SPEC DEV' _,SPEC DEV MOVE CODE VOLUME :; VOLUME % VOLUME ;; CODE _ 0 LEFT 0 0111.1 0 0% 0 0% 0 APPROACH 0 5TRGHT -42 100:: 0 Or 0 0:: O I 1 RIGHT 0 07. 39 22%' 0 0% 0 RT. 30 TOTAL 242 39 - 0 LEFT 0 ERR 0 0-: 01 0% 0 FIPPPORCH 0 STRGHT 0 ERR 0 0.4 0 0:: 0 2 0 RIGHT ERR 0 0% 0 Or O NSA TOTAL 0 0 1 LEFT 0 OX 140 784; 0 Ov 0 APPROACH 0 STRGHT 639 100% 0 0% 0 0% 0 3 0 RIGHT 0 0., 0 0:: 0 0% 0 PT. 30 TOTAL 839 140 2 LEFT 0 EPR 78 78% 0 0% 0 APPPORCH 0 5TRGHT 0 EP.R 0 0;: 0 0% O 4 = FIGHT 0 ERR 22 22:: 0 0% 0 SITE DRIVE TOTAL 0 100 # STORCH ASSOCIATES * INTERSECTION # # TURNING MOVEMENT DIAGRAM # # Project.......TOWN SHOPPING CENTER # Location......SOUTH WINDSOR CT. # # Time Period...AM PEAK 7-8 AM Condition.....DESIGN YEAR 1991 # # FINAL COMBINED VOLUMES # # # # # # \� N\A # # v " # 0 .------ 0 0 0 0 (------ _JQ16' 1,066 (---- # # 140 # RT. 30 # RT. 30 289 # ----) 307 14b71-- ------> t; 78 0 22 # # 39 100 # # v „ # # 179 f 100 �K # # # SITE DRIVE # # *x*x***xx**xx*x*****x*x******x*x*xxx**xx*****xx******xx*xxx****x**xx******x*xx****xt*x*******x*******x*x****x******x****x * STORCH ASSOCIATES x # INTERSECTION x TURNING MOVEMENT DIAGRAM # # Project..., ...TOWN SHOPPING CENTER # Location......SOUTH WINDSOR CT. * Tiee Period...AN PEAK 7-8 AM x Condition.....DESIGN YEAR 1991 x # x — # CURRENT BACKGROUND TRAFFIC VOLUMES * # * * # x * \� N\A # x „ „ * x 0 0 # „ - „ x # 0 0 0 ;; (------ 839 B39 (---- # „ 0 839 v RT. 30 # # RT. 30 ;; # ;; (-- --> ----> 242 x x „ x # ----) 242 242 ------ 0 0 0 # „ * * # 0 ; 0 x * v * #„ „ 0 * „ x „ # x * „ # SITE DRIVE # STORCH ASSOCIATES # INTERSECTION # # TURNING MOVEMENT DIAGRAM Project.......TOWN SHOPPING CENTER t Location......SOUTH WINDSOR CT. # -- Tiae Period...AN PEAK 7-8 AN # Condition.....DESIGN YEAR 1991 # # FUTURE YEAR BACKGROUND TRAFFIC # \ N\A # # # 1 \ 0 0 �i v „ „ „ # 0 ------ 0 # # „ # „ # 0 0 0 <------ 926 926 (---- # „ 0 #. # 926 # RT. 30 # # RT. 30 # 267 # 0 ----- „ # # „ # r # ----) 667 E67 ------> 0 0 0 # # # „ 0 t 0 v „ „ * „ # # 0 0 „ „ * „ # „ * SITE DRIVE 11 # * * # STOP.CH ASSOCIATES # # INTERSECTION # # TURNING MOVEMENT DIAGRAM # # Project.......TOWN SHOPPING CENTER # Location......SOUTH WINDSOR CT. # Time Period...AM PEAK 7-8 AM # Condition.....DESIGN YEAR 1991 # * # * SITE GENERATED TRAFFIC VOLUMES # # r # # \� N\A r # # r r * ! \ 0 0 # rr v r rr rr rr * " # rr # 0 1------- 0 # 0 0 0 �� (------ 0 140 (---- # r r rr 140 # 78 (---- (-- v * ;Q AT. 30 # AT. 30 • (-- --> ----> 22 # rr s rr r r # �s r r # ----> 39 0 ------> !! 78 0 22 # # ------ rr 39 100 # v all rr of — r $ rr # rr r 179 100 r rr # SITE DRIVE # # _ . , 5TORCH EmGINEEAS 2/19/1987 _ TOWN SHOPPING CENTEA CA715A ImTsA5sCTIom � _QOUTE 30 @ AOUTE 3V @ SITE DAIVE WEEKoA-T AM PEAK 7-8 wM 1991 CBD?N —dNSICNwLIZED - MAJOA STAEET AUNS EwST / �EsT -------------------------------------------------------------------------------- - TAAFFIC m nOAowwy c', ownzTzoms oonv^DE *u ^^ou . PKC I...N . BUSES CONF . nEDS PED BuTTON mAQ wPP ( %) <%) Y/w Nm Nu > PHr peus/hr > Y/N SEC., TYPc .................. ........_ _________ ____ ____ __________ ............................___ ................ _ EB 0 5 N 0 O 0 . 9n m w WB 0 5 N 0 m 0 .90 0 N NB 5 N 0 0 0 . 90 U N m . V 3 _ ....-.... ----------------------------------------------------------------------------- - GEOMETAICS / VOLUMES LANE CPOUPS uo�u�s 1 e 3 *^PP LT TH AT nVm LNS WD MVM LNS WD MVM LNS uO _ ..................................._.................... EB 0 267 39 TQ :1. 1.2. 0 W8 1^qV 926 0 L 1 12. 0 T 1 12. 0 — NB 78 o 22 L J. 12 . 0 A 1 12. 0 _ _ ~ _ _ _ _ _ _ . , P2 19 1987 5ToACH ENGINEER'S - INTEASECTION CA715A N | s _ noUTE 3n E,W STAEET _ -.... ........-...................................................................... ------------------------------------- «-_- � _ �--- 1 J. _-*> v _ ---_--_~__---_-__ -__-----_--__--_- \ v* *'x | ROUTE Ev4/ STAEsT | | � | | | - 267 | | / 926 -----� <----- EB TOTAL WB TOTAL _ 306 39 14W 1.066 -----' 5ITE DAIVE .----- v N/S 5TnEET v - 78 22 { . . � NB TOTAL 1.0m _ _ _- � _ . ' ' 5TOACH ENGINsEn5 2/1.9/3.987 _ TOWN SHOPPING C.ENTEA CA715A INTEPSECTIom � ~AOUTE 30 CO �ouTs om m �ITE DAIuE WE wr^ pEwm 7-e wr1 ���� 000?w -JwszowwI...zZsn - MAJOA STQEET AUNS EAST / WEST _--_-_------------------------------------------------_-----_----__----................----- UNSI � NALIZEo CAITIcw � � APs - ....-.... --------CAITIC�L APIP LEI-T LEI-T TUAN THnOUCa* QIGSHT TUAN --- _-------- ...._................_ -.. _ WB 5 . 00 ....-.... --- NB � 6 . .50 --- 5 . 50 ` _ ------------------------------------------------------------------------------- - uOLUME ALLOCATION TO LANES LANE 1 LANE 2 LANE o _ wPP L T n r p L T A --- -------------- --------------B 0 0 267 39 0 0 0 0 0 -- WB 1^n0 0 0 O 926 0 0 0 0 NB 76 m U 22 0 0 - - ------------------------------------------------------------------------------- UNSIGwALIZED - wPP LANE 1. LANE 2 1...AwE 3 - EB P,ESEAVE CwPACITY --- --- --- LEVEL OF SEAVICE _ WB AE5EAuE CAPACITY 73ra --- --- LEVEL OF 5E1AVICE A wB Q ES)EAuE CAPACITY 29 775 --- - LEVEL OF 5EAVICE E w �1AJOA STAEET - EB/WB _ -- i TRRFF I C k�CLUtIE RNRL-YS I S PF?CCFz f2rl PPO JEC T: TOWN 5HOPP I NG CENTER LOCATION SOUTH W I NDSOR CT. PERIOD Phf PEAK 5-6 PM CONDITION: DES I G14 YE4! 1991 SITF GENEPHTED TRAFFIC: 576 ENTER 44Y. 254 EXIT % 56X.. 322 SPFCIAL DEVELOPMENT IF ANY -- NHPIE TRAFFIC GEN. 0 E14TER n;: 0 -------- EMT OY. 0 — NAME TPAFFIC GEN. 0 STREETS ENTER 0;: 0 EMIT 0;: 0 APPROACH 1 RT. 30 APPROACHi 2 N`%A — APPROACH 3 RT. 30 APPROACH 4 5ITE DRIVE MOVEMENT CODE 1=01TEP 111G, 2= EXITING, O=NOT AFFECTED MOVE COUNT COUNT SITE- SITE SPEC DEV SPEC DEV MOVE CODE VOLUME ;: VOLUME Y. VOLUME :: CODE 0 LEFT 0 0% 0 OX O 0% 0 ._ i 11PPPORCH G STRGHT 861 100;: 0 0A 0 00 0 1 1 PIGHT 0 ISO r IP. 0 „ 0:: 0 RT. 30 TOTAL 861 180 -- 0 LEFT 0 ERR 0 O;i 0 0% 0 HOF pl-li:H O STRGHT 0 ERR 0 0;: 0 0,: 0 2 0 P I GHT 0 EPR 0 n;: 0 Or 0 — N'.A 10THL 0 O 1 LEFT 0 0;: 74 29;: 0 0% 0 NF'PMACH 0 STPGHT 346 100;: 0 Or 0 0% 0 -- 3 0 RIGHT 0 0;: 0 ov 0 Ov O j PT. 30 TOTAL 3'46 74 LEFT 0 EPR 93 29;: 0 0% 0 -' 1 lMPORCH 0 5TP.GHT 0 EPR 0 011%, 0 0% 0 4 P I GH f 0 ERR 229 71;: 0 0% O SITE DRIVE TOTAL 0 322 i ESCALATION Y./'?R 2.00:: FEARS PROD. 5 I , 1 1 SPEC DEV SPEC MOVE ' T 1 ME INCREASE VOL TOTAL APPROACH VOLUME ;: GODf= VOLUME VOLUME 0 0;: 0 0-: 0 Oy 0 951 951 1131 84%. 0 0..$ 0 0 1130 167: 0 0%.. 0 0 0 ERR 0 0.: 0 0 0 0 ERR 0 07 0 0 r_1 ERR 0 0;: 0 0 f 4 16 0 n;: 0 382 382' 4Sb 84% tA 0 t�:: 0 0 ra o:. 0 0 93 29 l J�� 0 0 0;: 0 0 22':� 71:: # STORCH A550CIATES # INTERSECTION # TURNING MOVEMENT DIAGRAM �t # Project.......TOWN SHOPPING CENTER # # Loution......SOUTH WINDSOR CT. # _ # Tiee Period...PM PEAK 5-6 PM Condition.....DESIGN YEAR 1991 # # # FINAL COMBINED VOLUMES # # # # * ' N\A # 1 1 1 1 v 1 * 11 • + 0 11 1------ 0 t+ * " T 1 1 67 0 0 0 ------ -882— 456 (---- # 74 # # 475 1---- <-- v --) v �K iS AT. 30 _ # AT. 30 1,179 # �v1 0 ----- 0 # # / s, 1 1 1 1 + # ----> 1,131 - ------) 3i 93 0 229 # 1/ # 180 322 # # 1 1 1 1 11 1 1 1 1 # 254 322 # 1 1 1 # # 1 # SITE DRIVE * # # STORCH ASSOCIATES # # INTERSECTION # # TURNING MOVEMENT DIAGRAM # # Project.......TOWN SHOPPING CENTER # # Location.......SOUTH WINDSOR CT. # # Time Period...PM PEAK 5-6 PM # # Condition.....DESIGN YEAR 1991 # * # # CURRENT BACKGROUND TRAFFIC VOLUMES # * # # * \; N\A # # / \ 0 0 # # # # # 0 ------ 0 # # # " 0 0 Q (------ 346 346 (---- # # �� 346 (---- (-- v --> v # S� AT. 30 # _ # AT. 30 # # (-- --> ----> 861 # * 0 ----- ► # # ----3 861 861 ------ 0 0 0 # # 0 0 # # v # !t # 0 v t # # SITE DRIVE # * # STORCH ASSOCIATES # # INTERSECTION # # TURNING MOVEMENT DIAGRAM # # Project.......TOWN SHOPPING CENTER # # Location......SOUTH WINDSOR CT. # Time Period...PM PEAK 5-6 PM # # Condition.....DESIGN YEAR 1991 # # # # FUTURE YEAR BACKGROUND TRAFFIC # # # # # # # # \� N\A # # # # 1 \ 0 ! 0 # # v # # # „ „ „ # # # 0 0 # — # 0 0 0 (------ 383 382 (---- # # 0 # — # 382 (---- (-- v --) v # # f; AT. 30 # # AT. 30 — (-- --> ----> 951 # # 0 ------5 # ----> 951 951 ------> 0 0 0 # # 0 0 # 0 0 # v # # # # # # SITE DRIVE # # # # STORCH ASSOCIATES # # INTERSECTION t # TURNING MOVEMENT DIAGRAM # t Project.......TOWN SHOPPING CENTER # # Location......SOUTH WINDSOR CT. # _ # Tise Period...PM PEAK 5-6 PM # t Condition.....DESIGN YEAR 1991 t # # SITE GENERATED TRAFFIC VOLUMES # # # # # # # \� N\A # — # # # ! \ 0 0 t # v „ # „ „ 0 0 # # 0 0 0 <------ 0 74 (---- t # 1 t 74 # # 93 (---- (-- v t :S AT. 30 # # AT. 30 ►i t t (-- --> ----> 229 # # 0 X # ----> 180 0 ------> f; 93 0 229 # „ # # 180 322 # # v S� # t # # 254 322 # „ # SITE DRIVE # # t 5TOACH ENGINEEPS 2 19/1987 '- TOWN SHOPPING CENTEA CZ1715P INTERSECTION � AOUrE 3n @ -- AOUTE 30 @ SITE DAIVE WEEKDAY PM PEAK 5-6 PM 1.9 12- :1. oan?w — umszmww�zzED - MAJOA PUNS EAST / WEST - ----------------------------------------------------------'-------------------- TAAFFIC & AOwDWAY CONDITIONS — GA/^DE HV AD`/ . PKo I N COmF . Psos Pcn BuTTow wwn App. (%) <%> YIN mm mb > PHF (peus/hr) YIN SEC TYPE --- ----- --- ----_--_- ............- ...._........ ........-------- ................------ ................ -- sB m :s w � m 0 .90 o w WE w o 5 N p U � .�D 0 N 0 . 0 3 NB 5 N 0 .90 _ -------------------------------------------------------------------------------- GEOMETQICS / uOLUMES — LANE CmOUPS VOLUME 1 2 3 APP LT TH AT MVM LNS WD MvM LNS WD MVM LNS WD _ --- --_-------_---. ................. --_----_-_-___-- _---___-_--__--_ EB 0 951 1Bq TP J. 12. 0 WB 7A 382 O L 1 12 . 0 T 1 12. 0 _ NB 93 0 229 L 1 12. 0 Q 1 12 . 0 _ _ _ _ � _ _ ~ � _ '2/19y1967 5TOPCH ENGIMEEA5 ~ INTERSECTION CA715P N } - W -f- E. | 5 _ - noUTE am E/W STREET _ _........_...._............_...._........ _ �--- :L v ~^/ - 1 --�> * - _ _---__-----_--___ __-------_....................... - | <* *v | | | | | - AOUTE 3V E/W STAEET \ | | | ! | | \ | _ 951 | | | 382 -----� <--'-- EB TOTAL uB TOTAL 113 180 74 A56 - -....-......... SITE DQIuE . --............ v N/S STREET v _ 93 229 } | / \ - - NB TOTAL 322 _ _ _ 5Tono* swGzwsEPs 2/1.9/1.9e7 _ T[zww SHOPPING CEwTEA CA715P INTEA5ECTION � A[JUTE 30 R) -AOUTE 30 @ SITE DAIVE WEEmmwY PM pEwn 5-6 Pn 1.99:1. CoD?N -UNSIC:NALIZED - MAuOA STAEET PUNS EAST / WEST ------------------------------------------------------------------------------- _ UNSIG, wwI... zzED o Al zTzoAI... mwPs - ...................................-onzTzCwl- GAPS ( SEC)---------- APP AI[:HT TUAN --- --------- ------- ....-....--........ --- _ EB --- --- --- ^ WE:, 5 . 00 --- --- _ � r4e 6 . 50 --- 5 . 5U _ ------------------------------------------------------------------------------- ' _ V O L U M E A L L O Co A T I O N T O L A N E S LANE J. LAME 2 LANE 3 v^PP L T A L T A L T n _ --- -------------- -------------- -------------- se m s'oJ. Ieo 0 0 0 o 0 m -- WB 74 O V 0 382 0 0 0 � NB 93 0 0 0 0 229 0 0 D � ------------------------------------------------------------------------------- _ U N 5 I GA N A L I Z E D - APP LANE 1 LANE 2 LANE 3 -- EB AESEAuE Cx4PACITY --- --- --- LEuEL OF 5EQVICE WB AESEAuE CAPACITY 260 --- ........- _ LEoEL OF SEAVICE C V -15 74 --- A NB CIA 1' A - �sws�' oF ssnuzos F*wz1.-unIR. s MAJOA STAEET _ _ SUMMARY OF TRIP GENERATION RATES _ Land Use/Building Type Shopping Center, 50,000-99,999 G.S.F. ITE Land Use Code 821 Independent Variable-Trips per 1,000 Gross S uare Feet Leasable Area Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends Peak A.M. Enter 1.4 1.7 1.1 2 80.0 Hour Between Exit 1.3 1.6 1.0 2 80.0 of 7 and 9 Total Adjacent P.M. Enter Street Between Exit 3.4 5.5 1.7 11 79.7 Traffic 4 and 6 Total 7.8 13.3 3.1 19 75.6 Peak A.M. Enter 3.0 3.8 1.5 3 80.0 Hour Exit 2.9 3.6 1.6 3 80.0 of Total 7.5 13.2 3.1 :.�:• 6 81.1 j= Generator P.M. Enter 3.9 5.6 2.4 Exit Total 9.3 15.4 4.1 19 74.0 Saturday Vehicle Trip Ends Peak Enter 5.1 _. 7.3 4.0 - 6 79.2 Hour of Exit 5.3 7.9 .3.4 8 76.0 -' - Generator Total 11.1 18.3 60.9 12 75.8 Sunday Vehicle Trip Ends 49.3 100.9 21.5 6 78.5 Peak - Enter 3.9 4.1 3.8 2 80.0 - Hour of Exit 3.5 4.1 3.1 2 80.0 Generator Total 6.5 8.2 4.7 3 82.0 Source Numbers 3, 43, 6, 14, 19, 593, 64, 729, 75, 782 98 1109 124 ITE Technical Committee 6A-6-Trip Generation Razes Date: 19759 1979, Rev. 1982 "'} - - G.S.F. = Gross Square Feet of Leasable Area SUMMARY OF TRIP GENERATION RATES Land Use/Building Type General Office, Under 100.000 s_S_F_ ITE Land Use Code 711 Independent Variable—Trips per _1000 Cross Square Reet of R»9 1 di ng Arpn Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends Peak A.M. Enter 1,45 1. 90 1. 28 24 . 9 Hour Between Exit of 7 and 9 Total Adjacent P.M. Enter Street Between Exit Traffic 4 and 6 Total Peak A.M. - Enter Hour Exit - of Total Generator P.M. Enter - - - Exit Total Saturday Vehicle Trip Ends -- -- Peak Enter Hour of Exit Generator Total Sunday Vehicle Trip Ends Peak Enter- Hour of Exit Generator I Total 4 Source Numbers 50 219 54 , 72, 88, 89m 92,E_8 , 100 ITE Technical Committee 6A-6—Trip Generation Rates Date: 19 8 2 G.S.F. = Gross Square Feet of Building Area SUMMARY OF TRIP GENERATION RATES Land Use/Building Type Drive-in Bank ITE Land Use Code 912 Independent Variable—Trips per 1,000 Gross Square Feet — Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Av rage Weekday Vehicle Trip Ends 192 220. 0 160 4 4 . 8 Peak A.M. Enter 3. 0 Hour Between Exit 0. of - 7 and 9 Total 5. 4 7 . 1 Adjacent P.M. Enter 14. 0 55 . 0 4. Street Between Exit 15. 1 55. 0 Traffic 4 and 6 Total 2 Peak A.M. Enter 1 . 1 6 . n - Hour Exit _ — - of - Total Generator P.M. Enter Exit Total Saturday Vehicle Trip Ends 8. 3 12. 8 Peak Enter - Hour of Exit Generator Total Sunday Vehicle Trip Ends Peak Enter - Hour of -- - Exit - - Generator Total Source Numbers 89 • 903 92 , 98, 104 ITE Technical Committee 6A-6—Trip Generation Rates -- Date: 1979, Rev. 1982 - aution, limited sample size, use carefully. TOWN OF SOUTH WINDSOR a. INLAND WETLANDS AND WATER COURSES APPLICATION THIS APPLICATION, ONCE INFO ON IS CO DLEEA INLAND WETLANDS AGENCY ACT10N (SEE BACK OF THIS FORM), Su " L C NCAIft THE REGULARLY SCHEDULED �fldv�v �►N SION APPLICATION NO. � TOWN HALL. THIS APPLICATION MUST BE FILED IN 'TRIPLICABY RECEIVED OATS THE OFFICE OF THE TOWN CLERK OF SOUTH WINDS R PUBLIC HEARING DATE 12 NOON AT LEAST 14 DAYS PRIOR TO THE SFISST OF MAPS (if necessary) REGULAR MONTHLY MEETING DATE. THREE COMPLETED APPLICATION OR PLANS MUST BE SUBMITTED TO THE TOWN ENGINEER PERMIT GRANTED DATE AT LEAST 14 DAYS PRIOR TO THE FIRST REGULAR MONTHLY MEETING DATE. PERMIT DENIED DATE PLEASE PRINT OR TYPE. 1. APPLICANT S - 4&n-_-T7nc, TEL. NO. ADDRESS fCj CITY STATE -30,d a cLdr- 06 al 2. OWNERJ�,A, TEL. NO. yy E14 ADDRESS - CITY & STATE 3. LOCATION OF PROPERTY16-1 P r NAMES OF ADJACENT PflO ERTY OWNERS STATE CLEARLY ANO 13RIEFLY 5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED: ,c on T r t -Ti)f (4 �s ATTENTION: THE APPLICANT UNOERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED BY THE AGENCY.HAVE BEEN SUBMITTED. APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM- MISSION. AN APPLICATION FEE IS REQUIRED. CONSULT TEGIJLATIONS (SECTIONS 6.9, 6.9a and 6.9b) . A SIGN IS REQUIRED. CONSULT REGULATIO SECTION 6.3 r� SIGNED. (Applicant) e4 4 6V414-"'J" (Owner) Revised 8/12/85 CHECYLIST FOR REQUIRED INF Ok.,,Ma ION APPLIC.UT HA6 HAD kli P6 AND PL. .NS CEK IF I ED BY SOIL CONSERVATION SERVICE TO VERIFY COMPLETE COMPLL22.NCE 'NITH CONNECTICUT GUIDELINES FOR jUIL ER , 'ION AND SEDIMENT CONTkOL ( AS PER FT-,NLBOOK r S Al a DEDED, AND PUBLIC ACT 83-3 88, AS AKEINDED. DATE OF CERT IF I CAT I CN 7. APPLIC.-�TI CIS IMF ORMAT I Obi COMPLIES WITH _"%GENCY,1 S REGULATIONS ( SECTIONS 7,1, a through; j 81 REQUIRED FEE HAS BEEN PAID. DATE RECEIVED go APPLIC-UT ( OR DESIGRAT ED REPRESENTAT IVE)HFR.EBY ATTESTS THAT A SIG J WILL BE P05TED AT THE FOLLOWING LOCATION (S) - _ ,"L"' Bzt BY ON OR BEFORE T hE LL ING DATE �. SI GNAT URE THIS APPLIC.�TIGN IS FOUND TO BE COMPLETE AND NOW QUALIFIES FOR PLACEMENT ON THE AGENCY'S AGENDA: DATE SIGNATURE Town Engineer Agency Sec'y Agency Chairman THIS APPLICATION IS INCOMPLETE BECAUSE OF THE FOLLOWING NUMBERED ITEMS ( FROM ABOVE ) AS CHECKED BELOW: _1 _2 3 4 S �6 _7 � 8 9 PLANNING AND ZONING COMMISSION MMARCH"i, OP988 SPECIAL MEETING SOUTH WINDSOR TOWN HALL MEMBERS PRESENT: Sorenson, Montana, Castro, Evans, Rossi, and Woodcock ALTERNATES PRESENT: Nadel (sitting for Hallowell except 8:50-9:30) Hart (sitting for Montana on Item 1 and for Woodcock on Item 5) Conde (sitting for Hallowell 8:50-9:30) SPECIAL MEETING CALL TO ORDER PUBLIC PARTICIPATION Mrs . Rossi raised a point of order regarding the validity of decisions resulting from motions that do not pass due to negative majority votes, and presented excerpts from Robert's Rules of Order in support of her position (Attachment A) . Vice Chairman Sorenson upheld the point of order. Mr. Nadel appealed Mr. Sorenson's ruling. Voting in favor of Mr. Nadel' s appeal were Commissioners Evans, Castro, Sorenson, and Woodcock. Voting against were Commissioners Hart and Rossi. Mr. Nadel' s appeal passed. Discussed also was the matter of rotation of alternate Commission members . Mrs . Rossi raised another point of order regarding the semantics of the Agenda, objecting to use of the word "discussion" instead of "decision. " It was noted that "discussion" had been used for some time, and Mr. Sorenson rejected this point of order. Atty. Sol Kerensky offered some information that he felt might be of use in addressing Mrs . Rossi's concerns regarding negative votes. He noted that the highest Court in Connecticut had previously held that the failure of an application to garner enough votes for its approval amounts to a rejection/disapproval of the application. Atty. Kerensky suggested that any inconsistency between Robert's Rules and a Supreme Court decision would undoubtedly be resolved in favor of the Court, and that any further concerns could be directed to the Town Council. Atty. Kerensky then noted that the first "New Business" item on the Agenda, reconsideration of the Town Shopping Center application, could only be taken up by the Commission if one of the three Commissioners involved in rejection of the application made a motion to reconsider it. He asked that this be done, with the stipulation that the Buckland Road entrance be eliminated, in order to avoid having to file an entirely new application. Atty. Kerensky noted that the -applicant had in fact already received an approval based on an earlier design configuration. NEW BUSINESS Mr. Nadel was named to sit for Mr. Hallowell. Mrs . Woodcock made a motion to add an item to the Agenda for a vote on Commission legal opinion policy. Mr. Castro seconded, but since Mr. Sorenson agreed to place discussion of this matter on the next week's Agenda, Mr. Castro withdrew his second and no vote was taken. Mrs . Woodcock also asked that discussion of the Highlift application be deferred until such time as the Town Attorney's legal opinion had been PLANNING AND ZONING COMMISSION 2 MARCH 1, 1988 received, and that Mr. Slusarz, the abuttor, be notified once the matter had been scheduled. In response to a question from Mrs . Woodcock as to whether the Town Attorney had been asked for an opinion regarding a public hearing for the recently-enacted modified buffer requirements, Town Planner Marcia Banach said this was in the works. Mrs. Woodcock asked how Item 1 had gotten on the Agenda, and Mr. Sorenson answered that he had scheduled it at Mrs . Rossi's request because of concern over the point of order. 1 . a. Motion to reconsider the vote on the application of RSK- Kellco, Town Shopping Center site plan. Mr. Nadel asked Atty. Sol Kerensky (representing RSK-Kellco) for more information about the history of the Town Shopping Center application. Atty. Kerensky explained the reasons for shifting some of the building sizes and for the changes to interior road configuration, emphasizing that there had been no increase in overall size of the structures and asking again that a motion be made to reconsider the application -- for limited purposes, if necessary. No motion was made. 2 . Discussion of Terry Office Park Site Plan, west side of Buckland Rd, (Action by 03/04-• Mr. Conde was appointed to sit for Mr. Hallowell in Mr. Nadel' s stead. Atty. William E. Grace and Engineer Chris Stone, Fuss & O'Neill, reviewed the application, after which Town Planner Marcia Banach read her report: 1 . There are two buildings proposed; one 4000 sq. ft. , the other, 9100 sq. ft. The application appears to meet Town zoning requirements, with the exception of parking, for which a waiver of six spaces is requested. Building coverage is 10%; 25% allowed. 2 . Water and sewer are provided. WPCA approval is not required, but the Superintendent of Pollution Control has requested a sewer profile. 3 . There are regulated wetlands on the site. IWA/CC approval was granted on November 24, 1987, with the following conditions : 1 . Modify the plans to show the stockpile area between the two buildings . 2. Regrade the site to direct the stormwater runoff into the detention basin instead of into the brook. 3 . Modifv the plans to show the vegetation line and contours south of the construction area. 4 . The gravel anti-tracking apron will be as per plan . 5 . Recommend a bond in the amount of $5 , 000 be submitted to PZC to ensure compliance with erosion & sediment control measures . PLANNING AND ZONING COMMISSION 3 MAZCIi 1 , 1988 6 . Certification will be needed for the A-2 and the topography that it was from a field survev . 7 . Three ( 3) blueprint copies of the approved map with all modifications must be submitted to the IWA/CC prior to commencement of any site work. 8 . Construction activities shall be subject to the approval of the Town Engineer . 9 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use . 10 . The permit is valid for one year and shall expire on November 16 , 1988 . 4 . An STC application will be necessary at such time as both buildings are constructed. This plan shows the interconnection (the fate of which is currently unknown) between the Town Shopping Center and Terry Office Park which was discussed with the T.S .C. application. The parking area between the two buildings has been designed so that there is potential in the future for creation of an east-west access road to eventually connect to Clark St. /Deming St. 5 . Landscaping appears reasonable. The plant list table should be expanded to show the quantities of plants, condition, and a minimum height of 4 ' -5 ' on the hemlocks . If approved, no other Planning Department modifications, are requested. Ms . Banach read the Engineering report: 1. Storm run-off should be directed into detention basin unless it can be demonstrated that the proposed storm drainage system will not have any deleterious downstream effects . 2 . The Buxton (BXA) soils typically are not suitable for road subgrade or road fill and have a poor to fair topsoil , are generally unstable as an embankment material and are very difficult to drain because of tight silt and clay. These factors , combined with their permanent and seasonally high groundwater table (12 to 20 inches from surface grade) , make the potential for construction concerns at this site. The plans do not include any provisions for special fill or underdrainage to address this problem. 3 . Location of all roof and footing drains should be shown. 4 . Slope stabilization and vehicle protection should be addressed along west portion ,of the parking area near the detention basin. 5 . Soil stockpile area is shown encroaching on the wetland. 6 . The turning radius and proximity of parking to the main road from the larger office appears restrictive . PLANNING AND ZONING COMMISSION 4 MARCH 1, 1988 7 . There is no proposed catch basin along the northern sezzion of the project. Minimum parking lot cross slopes , the circuitous layout and cummulative runoff/snow melt may cause drainage/safety problems along this area. Attached to the Town engineering report was the following S E A Consultants report: Section 4.13.2.1 KEY MAP a. The engineer has provided zoning data on the Layout and Landscape Plan. However, a data block with this information should be included on the Key Map. e. Lines indicating sanitary sewer systems should include direction arrows. Section 4.13.2.2 ARCHITECTURAL ELEVATIONS Plans of the proposed buildings have not been provided and were therefore not included in this review. Section 4.13.2.3 PLOT PLAN A plot plan has not been provided. Section 4.13.2.4 TOPOGRAPHIC LNIAP b. Curb lines and pavement widths should be shown on the plan. d. Existing and proposed water and gas main systems should be indicated on the plan. e. All new plantings and present wooded area indicated by foliage lines should be shown. i. The engineer has indicated the FEMA 100-year flood boundary. However, the 50-vear flood limits of the ' existing brook should be shown. J. The plan should be labeled "Topographic Map." Section 8 OFF-STREET PARKING The proposed schedule denotes 298 parking spaces required and 294 provided. The engineer has indicated on the plan a request for a waiver of four parking spaces per zoning regulations Section 2.4.1. The correct section should read 8.4.1. GENERAL COMMENTS 1. The parking schedule in the data block should contain computations of required and proposed parking spaces. PLANNING AND ZONING COMMISSION 5 MARCH 1 , 1988 2. The gutter flow analysis indicates a flow of 2.6 cfs at the proposed modified riprap pad located in the south parking area. Because of the possibility of significant erosion occurring to the adjacent area, it is recommended that a modified riprap channel be constructed to carry this flow directly into the existing brook. 3. A cross-section detail and design calculations of the modified riprap channel should be provided. 4. A north arrow should be shown on the Key Map. S. Soil types and boundaries are shown on the Grading and Utility Plan. Soil descriptions with wetland classifications should be included under the legend. 6. A separate sedimentation and erosion control plan has not been provided. However, sedimentation and erosion controls are shown on the Grading and Utility Plan and sedimentation notes have been provided on the Detail sheet No. 3 of 3. The Commission then discussed the application. Concerns included parking; traffic volume; and the fact that previous ly-exprea$_ Commission reservations over the single entrance onto Buck la�i Road, and ,the lack of internal roadway layouts had not produced a master -plan addressing the concerns of Commission ' ..%embers:: Mrs . Rossi made a motion to deny the application, and Mrs . Montana seconded. The motion to deny carried unanimously. 3 . Discussion of Dyco Industries Site Plan, S. Satellite Rd. (Action by 03/31 ) . Mr. Nadel was named to sit for Mr. Hallowell. Atty. Hal Cummings and Engineer Jim LeClair represented the Applicant. Also present was Ms . Rosemary Aldrich, Landscape Architect. It was noted that the dumpster and the propane tank had been relocated in accordance with Town requests, and that voids in the landscaped buffers were scheduled to be filled with evergreen understory plantings . Town Planner Marcia Banach presented her report: 1 . This application is in an I Zone, with A-20 Zone to north and east and I zone to south and west. Total impervious coverage is 36 . 4%; 65% allowed. Proposed building height is 23' at peak; 19 ' at eave. Our sliding scale for building height in the IP Zone requires a 3 .75 ratio between building height and distance from the property line. Building addition meets scale. 2 . The existing tree line to the north will have to be disturbed to allow the addition. When the original site plan was approved, it contained a landscaping plan with buffer pines indicated on both the north and east sides of the building, with a note that pines were to be field located for maximum buffering. The field locations resulted in the majority of the pines located along the east side of the building where they were most needed. With the clearing of additional trees on the north side, more plantings on the north side are necessary and �40 11 N aE,<� O w T_0�� 0 �/ • C � U _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 Solt. AREA CODE 203/644-2511 March 2, 1988 Mr. John Samsel 419 Buckland Road South Windsor, CT 06074 Re: Appl . #1312 - Terry Office Park Site Plan Dear Mr. Samsel: Please be advised that the Planning and Zoning Commission voted on March 1, 1988, to deny the above-referenced application for a site plan of development. The reasom for denial is that internal :circulation, need to be addressed so that there is more than one entrance/exit from the complex; and so that there is a smooth traffic flow within parking areas . Very truly yours, PLANNING AND ZONING COMMISSION David H. Sorenson Vice Chairman cc: Marcia Banach, Director of Planning Michael Gantick, Director of Public Works Inland Wetlands Agency/Conservation Commission PLANNING AND ZONING gOMMISSION n ' SOUTH WINDSOR TOWN HALL SPECIAL MEETING A..:��:=tant Town Clerk MEMBERS PRESENT: SORENSON, MONTANA, CASTRO, EVANS, ROSSI, AND WOODCOCK ALTERNATES PRESENT: HART. (sitting for Hallowell) SPECIAL MEETING CALL TO ORDER PUBLIC PARTICIPATION There was some discussion regarding the appropriateness of placing rejected applications on the agenda for reconsideration, as had been I the case for two consecutive weeks. Mrs. Rossi noted that the previous week's request had been due to her feeling that a point of order was called for. Mr. Sorenson said the current one had been dose as a courtesy to the applicant, to ensure that the Commission had and rstood the interrelationship between two applications involving adjacent properties. The Commission wanted to clarify that (a) it was not favoring any particular developers, and (b) rejected applications would not routinely be reconsidered in this manner. A Town resident, Elizabeth Anderle, came forward to ask about low and moderate income housing in town. She said that her Section 8 HUD certificate had not been of much help in finding housing in town because of the high cost of housing in South Windsor. Commission members noted that matters such as rent increases following the conversion of apartment complexes to condominiums are not within the jurisdiction of the Commission. Also noted was the impact of* economic factors that had caused housing costs to escalate, another factor beyond the Commission's control. NEW BUSINESS 1 . a. Motion to reconsider the vote on the application of John Samsel, Terry Office Park Site Plan. Mr. Nadel raised a point of order, noting that the vote to reject had been unanimous 7-0 . Expiration date was March 5; however, the applicant had requested a 65-day extension on March 4, three days after the March 1 rejection of the application. He questioned the validity of the extension, suggesting that since the application was already dead there was nothing to extend. Discussion followed regarding the procedure for requesting and granting extensions. Mr. Sorenson I overruled the point of order. Mr. Nadel raised another point of order, citing Robert's Rules of Order in explaining that no discussion should proceed regarding the substance ' PLANNING AND ZONING COMMISSION %2 MARCH 8, 1988 ti of the motion until a motion to reconsider had been made and seconded. In order that discussion could proceed; Mrs. Evans made a motion to reconsider the application, which was seconded by Mr. Nadel. Atty. William E. Grace spoke first, commenting that traffic seemed to have been a major concern and that the applicant had revised the proposal to include an interconnection between the Samsel project and the adjacent Town Shopping Center, thus opening up a second exit onto Buckland Road. Also, one of the two buildings originally proposed had been eliminated, and the Waldron property to the rear was now under contract to the Samsel interests. John Samsel provided additional background regarding his project, saying that pursuant to meetings with Town Staff, certain internal road layouts had been revised to better address a future system of roads servicing the area as a whole. During their discussions, Commission members expressed reservations over the rapidity with which the application had been revised, essentially not affording the Commission enough time for an in-depth review. They asked that a new application be filed giving careful attention to finding the best system for internal roads while coordinating development and traffic handling with the developers of other properties in this area. Concerns were expressed over setting precedents for reconsideration of rejected applications, and about venting more traffic onto Buckland Road. It was suggested that, Samsel and Kelley representatives come in together to present coordinated proposals addressing the Commission's concerns. A vote was taken on Mrs. Evans's motion to reconsider the application. The motion was unanimously defeated. Mr. Castro made a motion to waive the fee for the next Samsel site plan application for this property, and Mrs . Evans seconded. Discussion ensued, and Mrs. Rossi made a motion to amend Mr. Castro's original motion to include waiving the fee for RSK-Kellco's next sit plan application for the Town Shopping Center. Mrs . Evans seconded. The Commission voted on the amendment, and the amendment passed, with Commissioners Castro and Woodcock voting against it and all others voting for it. The Commission then voted on Mr. Castro's amended motion, which passed with Commissioners Castro and Woodcock voting against it and all others voting for it. 2. Motion to accept withdrawal of Appl. #1300 - Connecticut Apparel Merchants Site Plan -- north side of Burnham St. Mrs . Evans made a motion to accept the withdrawal of Appl. #1300 -Connecticut Apparel Merchants Sit Plan. Mrs. Rossi seconded, and the motion carried unanimously. STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Commissioner of Motor Vehicles Department of Transportation 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 April 12, 1988 RSK-Kellco 1744 Ellington Road South Windsor CT .06074 Dear Sir: Subje fit: Town Shopping Center - Partial Opening Route 30 Town of South Windsor Attached is a copy of Traffic Investigation Report No. 132-8803-01 detailing conditions for a partial opening which is being forwarded to you as a result of the investigation conducted by the Department of Transportation and approval by the State Traffic Commission. Very truly yours,, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Storch Engineers, Inc. Phone: 566-5228 STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner public Safety Commissioner of Motor Vehicles Department of Transportation 24 Wolcott Hill Road * P.O. Drawer A Wethersfield, Connecticut 06109 ISSUED February 16, 1988 CERTIFICATE NO�,802 ISSUED TO RSK-Ke 11 co 1744 Ellington Road South Windsor CT 06074 FOR Town Shopping Center Ellington Road - Route 30 Town of South Windsor pursuant to Section 14-311 of the General Statutes of Connecticut, as revised and the Regulations of the State Traffic Commission The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plaaxs. Failure to comply with all conditions and the requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DEVELOPMENT OR ANY PORTION THEREOF UNTIL SUCH TIME AS THE APPLICANT HAS COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE STATE TRAFFIC COMMISSION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. THIS CERTIFICATE SHALL EXPIRE ONE (1) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED FROM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION' DATE. Upon due notice from this Commission, this Certificate may be reviewed and modified or revoked in the interest of public safety. J.WILLIAM BURNS CHAIRMAN Will W,'Stoeckert E utive Secretary RE: CERTIFICATE 802 STC REPORT 132-8705-01 DIV. OF ROW FILE NO. 132 - misc. 29 - 1. STC CERTIFICATE REQUIREMENTS FOR THE TRANSFER OF PROPERTY AND/OR RIGHTS TO THE STATE OF CONNECTICUT The Connecticut Department of Transportations's Office of Rights of Way will establish a file and file number_ on applications that require the transfer of property. A. The applicant will have a reproducible mylar conveyance map prepared according to the standards and format of the Department of Transportation, signed and sealed. The conveyance map shall conform to 12"xl8" , 18"x24" or 24"x36" filing sizes as set forth by the Connecticut General Statutes. The Connecticut Department of Transportation's Office of Rights of Way's file number shall be shown on the map. B. The applicant will prepare a deed conveying the property to the State of Connecticut and submit a copy of the Proposed Deed, Certificate of Title and releases or partial releases of ate' encumbrances that may be required to the Department's Office of Rights of Way for review before executing or recording in the land records. Send To: Division Chief Administration Division Office of Rights of Way CT. Dept. of Transportation 24 Wolcott Hill Road Wethersfield, Connecticut 06109 2. REQUIREMENTS FOR THE MONUMENTING AND MAPPING OF PROPERTY ACQUIRED BY THE STATE OF CONNECTICUT IN CONNECTION WITH THE STC CERTIFICATE. A. The applicant shall have a Land Surveyor, licensed by the State of Connecticut mark the taking line and set Connecticut Department of Transportion boundary monuments (to be furnished by the State) at all angle points in the line. B. A class A2 survey map shall be prepared on reproducible mylar showing the complete outline of the parcel to be acquired by the State; said map to be signed and sealed by the licensed surveyor. C. The above required monumenting and mapping shall be done in accordance with the Connecticut D.O.T. manual entitled "Specifications for Monumenting and Mapping of State Highways". r Town of South Windsor 2 Town Shopping Center Route 30 S.T.C. No. 132-8705-O1 °4 That the developer provide and maintain clear and unobstructed sight lines at the proposed drive on Buckland Road as indicated on the above-referenced plans. ./ 5. That the developer widen Route 30 to provide a 220' westbound left-turn lane and two lane storage eastbound from 350' west of his proposed access drive easterly to the Wapping Five Corners intersection, as indicated on the above-referenced plans. 6.,,j That the developer widen Buckland Road to provide for a northbound left-turn lane and additional two lane northbound storage, at -the Wapping Five Corner intersection and Lat the proposed access drive, as indicated on the above-referenced plans. 77.. That the developer close the existing access drive on Buckland Road to the Society for Savings Bank and construct a new drive from their proposed access drive, as indicated on the above-referenced plans. 8. That the developer deed to the State of Connecticut property along his frontage on the south side of Route 30 to provide a minimum of 15' right-of-way from the proposed edge of roadway, as indicated on the above-referenced plans. Div. of ROW File 132 misc. 29 1 9. That the. developer deed to the Town of South Windsor property along his frontage on the west side of Buckland Road to provide a minimum of 15' right-of-way from the existing right-of-way as required by the town and, as indicated on the above-referenced plans. 10. That the Town of South Windsor be provided a 10' easement from the Society for Savings Bank, along the banks frontage on Buckland Road for the purpose of utility relocations and highway maintenance, as indicated on the above-referenced plans. Town of South Windsor 3 Town Shopping Center _ Route 30 S.T.C. No. 132-8705-01 11. That the developer install plastic pavement markings and signing on Route 30 and Buckland Road, as indicated on the above-referenced plans. 12. That the developer eradicate any existing pavement markings and remove any signs that are inconsistent with those shown on the above-referenced plans. 13. That the developer install and maintain signs and markings on the proposed access drives, as indicated on the above-referenced plans. 14. That the developer install a traffic control signal at the intersection of Route 30 and his proposed access drive. This signal is to be coordinated with the traffic signal at the intersection of Wapping Five Corners and any modification required at this location would be the developer's responsibility. All signals will be designed and constructed in accordance with Connecticut Department of Transportation specifications. Signal plans will be approved by the State Traffic Commission in a separate report. 15 : That left turns out of the proposed access drive on Buckland Road be prohibited. 16. Where utilities are relocated or where traffic is moved closer to an existing utility, the utilities shall be moved in compliance with current Department of Transportation policy and at no cost to the State on State roadways and to the satisfaction of the Town of South Windsor on town roadways. 17. That all drainage requirements be completed to the satisfaction of the Department of Transportation's District I Permit Office prior to the issuance of an encroachment permit. Town of South Windsor 4 Town Shopping Center Route 30 S.T.C. No. 132-8705-01 18. That all signs and markings conform to standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways," as revised. 19. That all plans for roadway construction, signing, pavement markings and signalization be 'reviewed and approved by the Department of Transportation prior to the issuance of an encroachment permit. 20. That the developer provide illumination at the proposed drives on Route 30 Land on Buckl and Road 21. That the developer equitably participate in funding for future improvements at the intersection of Routes 30, 749 194 and Buckland Road to the extent necessary to adequately handle traffic generated by the Town Shopping Center development. Improvements implemented by the developer at this time shall count _towards a portion of the developer's future share. 22. That the developer equitably participate in intersectional improvements at the intersection of Route 30 and Pleasant Valley Road, to provide two through lanes for northbound Route 30. Details of the widening will be determined in a full Department of Transportation review during the permit review stage. 23. That the State Traffic Commission reserves the right to require additional traffic improvements or changes as deemed necessary due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the developer. _��� .-...�..�•.....�+�:ys w�r�1�TG�=C2'^w'.wr�..�-�f.4-tee+... y�w r.....TC��f.+.T�K... � _. . -v-r.wy�C.,' t-.. .� J .*.lt Town of South Windsor 5 Town Shopping Center Route 30 S.T.C. No. 132-8705-01 Police Chief Gary Tyler, the Legal Traffic Authority for the Town of South Windsor, was in agreement with these recommendations when contacted on February 2, 1988. Mr. Richard Kelley, the developer, was in agreement with the above conditions when contacted on February 4, 1988. The Town of South Windsor Planning and Zoning Commission originally approved this development with a single access on Route '30 and no access to Buckland Road. The developer has requested a revised site plan approval based on recommendations from the Department's Division of Traffic Engineering. This proposal was presented to the Planning and Zoning Commission and it is expected that they will vote on this matter on the evening of February 16, 1988. s REPORT OF FINDINGS TOWN OF SOUTH WINDSOR ROUTE 30 TOWN SHOPPING CENTER Site Description: The Town Shopping Center will be located in the southwest quadrant of the "Five Corners" intersection in the Town of South Windsor, with frontage along Route 30 on the north and Buckland Road on the east. The development will consist of 52,500 sq. ft. of office space, 65,000 sq. ft. of retail space and a 5,000 sq. ft. drive-in bank. There will be 544 parking spaces provided, including 16 handicapped spaces. Access will be provided by two drives, one located on Route 30 approximately 1000' west of Buckland Road and the other on Buckland Road approximately 300' south of Route 30. Route 30: Ellington Road (Route 30) is a two lane, bidirectional , bituminous concrete roadway varying in width between 30' and 40' in the area of the proposed development. The horizontal and vertical geometry is tangent and level respectively. The posted speed limit is 35 mph and the 85th percentile speeds taken 1/2 mile west of the site are 46.7 mph eastbound and 45.8 mph westbound. The area is illuminated throughout. Buckland Road: Buckland Road is a two lane, bidirectional , bituminous concrete, town-maintained roadway approximately 36' in width in the area of the development. The horizontal and vertical alignment is tangent and level respectively. Wapping Five Corners: The intersection of Route 30, Route 194, Route 74 and Buckland Road, located in the Wapping section of South Windsor, is controlled by a multi-phased fully-actuated traffic signal . Being the junction of three State highways and a major collector roadway (Buckland Road) this intersection often experiences extensive congestion and results in long delays during peak traffic periods. } -2- Traffic Generation: The proposed development will generate approximately 6,785 vehicle trips daily with 279 trips during the morning peak hour and 576 trips during the evening peak. It is anticipated that traffic will be distributed as follows: 44% to and from the east via Route 30, 24% to the northeast via Route 74, 26% to and from the west via Route 30, 2% to and from the north via Route 194 and 4% to and from the south via Buckland Road. These volumes and distributions have been reviewed by the Department's Bureau of Planning and have been found to be acceptable. Accident Experience: A review of the latest three-year accident experience in the immediate vicinity of the proposed access drives did not reveal any problems. The Route 30/Pleasant Valley Road intersection appeared as Number 902 on the 1983-1985 SLOSSS. This location was reviewed and timing changes were made in traffic signal operation. The Wapping Five Corners intersection also appeared on the 1983-1985 SLOSSS as Number 462. A review of these accidents indicated that there were six accidents involving injuries over the three-year period and only one involved a "A" type injury. The proposed projects in the area should help to improve capacity at the intersection and help to reduce the accident potential . Developer's Recommendations: 1. Widen Ellington Road (Route 30) in the vicinity of the proposed drive to provide a westbound left-turn lane and eastbound right-turn lane. 2. Install actuated signal at the proposed drive on Route 30. 3. Interconnect the driveway with Wapping Five Corner signal . 4. Modify.the Wapping Five Corner signal to provide coordination with proposed signal . Town of South Windsor's Recommendations: 1. Widen Buckland Road to provide a northbound left-turn lane at the Wapping Five Corners intersection. Connecticut Department of Transportation Recommendations: 1. Provide an access drive on Buckland Road which would permit all movements except left turns out of the drive. 2. Extend the widening on Route 30 to the west to provide additional two lane storage eastbound. -3- 3. Modify pavement markings to shelter the westbound left-turn lane at the proposed drive on Route 30. 4. Require the developer to participate in improvements at the Wapping Five Corners intersection and at the Route 30/Pleasant Valley Road intersection. 5. That the develper provide to the State and town, additional R.O.W. along his frontage on Route 30. and Buckland Road in conjunction with the proposed roadway widenings. _ 6. Provide adequate sight lines from the proposed access drives. Miscellaneous: The Wapping Five Corners intersection in South Windsor, which forms the junction of Route 30, Route 73, Route 194 and Buckland Road, currently operates at capacity during peak traffic hours. Based on normally projected traffic growth and the continuation of commercial , industrial , office and residential development in the surrounding area, traffic congestion and delays at this intersection will steadily increase unless some major reconstruction takes place. State Projects 132-100 and 132-102 will relieve some of this congestion, however, more extensive construction will be needed in the future to accommodate the ever increasing volumes. State Project 132-100 proposes to provide major widening of Buckland Road between the Manchester Town Line and the Wapping Five Corners intersection. Tentative scheduling is for advertising in October 1990. State Project 132-102 will relocate the Route 174 approach to intersect with Route 194: approximately 1,200' north of Route 30. This project is tentatively scheduled for advertising in January 1990. All developers generating traffic through the'Wapping Five Corners intersection, which will add to the present congestion, are being required by the State Traffic Commission to equitably participate in future improvements at this intersection. The intersection of Route 30 and Pleasant Valley Road is also nearing capacity conditions. At the request of the Town of South Windsor as as directed by the State Traffic Commission, the Buckland Mall development is required to widen Route 30 to provide an additional lane in the northbound direction at this location. The Town Shopping Center will also generate approximately 90 vehicles through this intersection during the peak hour and it is recommended that this developers equitably participate in these required improvements. It should be made clear that if the Mall is not developed these improvements would still be required by this development. i REPORT OF FINDINGS TOWN OF SOUTH WINDSOR SOUTHWEST QUADRANT OF ROUTE 30 AND BUCKLAND ROAD S.T.C. NO. 132-8803-01 On February 23, 1988, the South Windsor Planning and Zoning Commission voted against the State Traffic Commission approved plan providing a secondary access to , Buckland Road. On March 4, 1988, the developer requested permission to phase his development and complete all the other certificate requirements except the access drive to Buckland Road and the closure of the Society for Savings drive on Buckland Road. He is proposing to limit constructin to 52,000 sq. ft. of retail space, 24,000 sq. ft. of office space and a 2500 sq.ft. bank. A total of 375 parking spaces will be provided under Phase I. While the action of the local Planning & Zoning has prevented the developer from providing a significantly better access to his facility, the proposed development under Phase I will have about the same effect on traffic operations at the Wapping Five Corners intersection as the full development with two access drives. The developer has indicated that he plans to further pursue efforts with the Town of South Windsor to allow him to implement the plan approved by the State Traffic Commission and will limit his construction to Phase I as outlined above until he obtains this approval . The Department recommends that it be further stipulated by the State Traffic Commission that no development be allowed along the .Buckland Road frontage that would preclude construction of a secondary access to Buckland Road in the future. TwA•10 REV.2/82 Robert S. Tworkowski STATE OF CONNECTICUT Report By Date 3_ 8 DEPARTMENT OF TRANSPORTATION S.T.C.No. 132-8803-01 William A. Peace 3�gg Checked By Date TRAFFIC INVESTIGATION Loc. No. REPORT TO THE ft 19 9 STATE TRAFFIC COMMISSION Date to S.T.C. -Completion Dates- TOWN South Windsor Received By S.T.C. LOCATION Signals Signs Southwest Quadrant of Date 30 W8 Route 30 and Buckland Road Markings Approved By S.T.C. S.T.C. Notified REQUESTED BY APR 6 au Memo No. No. DATE March 4, 1988 James W. Ford Date G2, ,zA# Y) I See Previous S.T.C. Report HOW REQUESTED Letter - Executive Secr tnry Recommendations In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission grant permission to RSK-Kellco to construct and occupy Phase I of the Town Shopping Center without full compliance to conditions of Certificate No. 802. This recommendation is based on the following conditions: 1 ) That Phase I development of the Town Shopping Center be limited to 52,000 sq.ft. of retail space, 24,000 sq. ft. of office space, a 2500 sq.ft. bank and 375 parking spaces. 2) That all conditions of Certificate No. 802 except conditions Numbered 2,4,7,15 and those portions of conditions Numbered - 6 and 20 referring to the access drive on Buckland Road, be complied with prior to occupancy of Phase I of the development. 3) That no facilities be constructed at the Town Shopping Center for the Phase I development that would preclude the construction of the secondary access drive approved by the State Traffic Commission or an alternate drive location that may be ,required by the Town of South Windsor when Buckland Road is widened. - This area is described as that which has frontage on Buckland Road and extends 200' to the west. 4) That Drawing No. 2 of 2 of plans referenced to in Certificate No. 802 be replaced with the attached revised sheet dated March 4, 1988, in conjunction with the Phase I development. BY DIVISION OF TRAFFIC BUREAU OF HIGHWAYS f ' S Town of South Windsor Southwest Quadrant of Route 30 and Buckland Road S.T.C. No. 132-8803-01 Page 2 Police Chief -Gary Tyler, the Legal Traffic Authority for the Town of South Windsor was in agreement with -the above recommendations when contacted on March 28, 1988. Mr. James Ford, authorized representative for the developer, was in agreement with the above recommendations when contacted on March 25, 1988. STORCH 161 MAIN STREET 1 O 1 • April 22, 1988 Miss Marcia Banach APR 22 '1988 Director of Planning Town of South Windsor Municipal Offices South Windsor 1540 Sullivan Avenuef'lanning & Zoning CAmmisslOR South Windsor, CT. 06074 Subject: Town Shopping Center Dear Marcia: We have reviewed the proposed adjustments to the site plan for bank facilities proposed by R. S. K. Kellco and reconfiguration of the 12,000 square foot building and provision of drive-in facilities in the northeast corner of the site. We find the proposal will not materially affect traffic operations or generation. In fact, the location of the access to the bank drive-in facility is in the same location as the two-way drive was proposed; therefore, the adjustment in the site plan to convert this to a one-way entering only driveway simplifies traffic at the Ellington Road access point. Therefore, there should be some beneficial effects which would be realized from the approval of this relocated bank facility. Please call me should you have any questions concerning the above. ery truly yours, S ORCH ASS ames W. r .E. Associate cc: Dick Kelley JWF:cs wecr4715 cs16.doc PREPARED BY: GATE: 00MANCHISTER, FUSS tNEILL 1 I1 -T -,�j SH.NO�_ CONNECTICUT OF CHECKED BY. DATE: Rev Euy- MOJ.NO. GUTTER FLOW ANALYSIS \AJAPPIP . Cawrsk a UT4 \0110"Ok, Al Entering Catch Basin Al Bypassing Inlet Q Bypassing Inlet Iidth of Flow - - epth''of- F-I-ow------- — at gutter Cross Slope of Shoulder • 3 1 Grade of Gutter s - A C to Inlet • - - �, rJM rJ M 1 Rainfall Intensityr e �' vl 1 r Total Al Sum of A A I �° ' � r O d+° VA M _O rf V� � ^J p A 0f + Runoff Coefficien ig 4 !' 6 IW ♦ w Area in Acres r1 -' - • 0 O. O O0 'O pp N Time to Inlet L1 O Inlet Number r EEPARED BY: DATE: Qy- ro FUSS&O'NEiLL sly.NO OF 03 - 1 � ...� MAgCMESTER. CONNECTICU CHECKED BY: GATE: TvRpJ.NO. fZlev- 4-�-8>� Ksuy gs-u STORM SEWER SYSTEM TOWN • DESIGN U.;XPP/ly,- �i�u�' S60T R W I MSOA IN, ^� a HEADWATER FULL CAPACITY S O Q n M i o6 -- 60 N �,�, L^ --I AVERAGE VELOCITY -9 SLOPE O O43 p LENGTH OF RIP f r f PIPE SIZE �� � � b, ';. Gn t_ r �<) 0 IN SYSTEM RAINFALL 1 J1TE1;S I •' '9 r- r SUM OF AI IA a o SYSTEM Al ENTERING M r1 IS, CATCH SAS 1 tJ M ACCUMULATED TIME Ln a � � � k-^ �" � y`.' � 4 0 � 16 C,, a rJ r'J 'i cJ ri T 11•:E IN PIPE 1 � � J � �.'� ' M f � f r f T I VE TO 114LET L' ° \Ari fir, t LINE SEGMENT O rA T Vj j i ! rj FRFPAR Y: DATE: $ $ ;--O FUSS&O'NEiLL SH. NO OF 3 MANCHESTER. C NNECTICUT CHECKED BY: DATE: DROJ.NO. STORM SEWER SYSTEM C TO'NN DESIGN w1�P� SOoT44 WOO SoA 'N' � 4 HEADWATER FULL CAPACITY Ni %4 AVERAGE VELOCITY i LOPE _. s 40 40s ___LENGTH_ OF P1 PE - �9 Jr j �O �S PIPE SIZE �� 'N �� lv, 0 IN SYSTEt! RAINFALL i NTEt:s i Aj Yea.- ,M r MA M SUM OF Al IN M SYSTEM N � 3 S Al ENTERING ' � /� � r CATCH EAS1N � � `� ACCUMULATED T I ��E 4 <) O 4 f nn /vl r/1 TIME IN PIPE TIME TO 114LET L l t:E SEGMENT r1 PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM Date: y�I�' TO: Karl Reichle, Mike Qntick, Mel Stead, :4?aw: Richard J. Sartor, Gary ,.,ler, Fire Marshal Lanning, John Shemo FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project: IZ� aL��� Subdivision _ Site Plan Residential _ Commercial Industrial Location: G+ Project Description: �e�Wlotlu,�1�+y�- G �� u Fut ure 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 : .,-r , l to Please let me know by 513aby if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. . � C p � JVT JUN 6 1988 South Windsor Plann!U & Znairtg .Commission May 31, 1988 Planning and Zoning Commission South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application of Richard S. Kelley, R.S.K. Kellco, Inc. Dear Members of the Planning and Zoning Commission: I have recently become aware that on June 21, 1988 there will be a public hearing to consider the modifications of a site plan which was prevjQjL%j1Ly a roved involving the above-captioned matter. Since I may a unable to attend the June 21 public hearing I would like my views, as stated in,this letter, to go on the record. I am a South Windsor resident and own a printing business known as B & B Associates, Inc. located at 31 Edwin Road, PO Box 598, South Windsor, Connecticut. I often travel by the specific area of the proposed bank building and town center shopping area and am very familiar with the location. I have looked at Mr. Kelley' s proposed modifications and wish you to know that I am definitely in favor of the changes suggested. I would urge the Commission to approve the plans. I appreciate your consideration of this matter. Sincerely, Barbara Barbour Organizer and Director Bank of South Windsor B&B ASSOCIATES,INC.• 31 EDWIN ROAD P.O.BOX 598• SOUTH WINDSOR,CT.06074. 203-289-3426 AGREEMENT FOR SHARING CONSTRUCTION COSTS THIS AGREEMENT is made and entered into this day of June, 1988, by and between RICHARD uP. KELLEY (hereinafter referred to as art "Kelley" ) , and J011N SAMSEL -(hereinafter referred to as "Samsel" ) . WHEREAS, Kelley is the owner in fee simple of a certain piece or ;parcel of land located in the Town of South Windsor known as Town f Shopping Center, which parcel is more particularly described in Sch dole attached hereto; and WHEREAS, Samsel is the owner of a certain piece or parcel sf land 4 W0 4*1 ( &On's.0,4 of�a in the Town of South Windsor known as 497 Buckland Road which parcel of land is more particularly described in Schedule h attached hereto; and b 3 WHEREAS, Samsel ' s property and Kelley's property share a common r rboundary; and k WHEREAS, it is the desire of both Samsel and Relley to make improvements to Samsel's property for the benefit . of both properties , W ] Y � which improvements are shown on a plan attached hereto as Schedule C; tsZ z tj and WHEREAS, the parties have agreed to share the cost of improvements 8 to be made on Samsel s propy. > z NOW THEREFORE, in consideration of the mutual promises contained x � W o herein, the parties agree as follows: Q 1. Samsel shall undertake the contracting and management of the Y ' construction of improvements as shown on Schedule C consisting of an inter-connector and relocated parking. Said construction work shall be P accomplished in accordance with acceptable engineerih'g standards and the requirements of the Town of South Windsor. 2 . Samsel shall be responsible for the selection of reputable contractor(s ) to perform and complete the work in an expeditious manner. Construction of improvements shall begin `immediately.. after the satisfaction of the contingencies set forth below ih provision 5 , a shall be completed within 90 days of said satisfaction. Samsel shal provide any bond required for the completion of the construction and tie bond shall name Kelley as anlassured . 3 . Kelley shall pay to Samsel one-half of the total cost of the improvements made, provided, however, that in no event shall Kell y be obligated to pay Samsel more than TEN THOUSAND DOLLARS ( $10,000.00) . Kelley shall pay to Samsel his one-half share in installments , which installments shall be equal to one-half of the amount billed by the contractor providing such improvements, until such time as either the Iwork is completed or Kelley has paid a total of $10,000.00. 4 . Kelley agrees to grant to Samsel an easement over a portion of Kelley' s property for parking, as shown on Schedule C, that is situated on Kelley's property. Said easement language shall follow substantially the form as is found in Schedule D, attached hereto. a a 5. This Agreement is specifically contingent upon the approval* 3 9 without successful appeal to said approval, by the South Windsor, 3 '^ 4 g Connecticut Planning b Zoning Commission of the Plan of Development dated December 1986 Revised 4-22-88 submitted by Kelley to said Planning b Zoning Commission, and upon the satisfaction of any administrative in a requirement for the issuance of a building permit for Phase I of the , M m W zo Town Shopping Center . If said approvals are not obtained, this 9 Agreement shall be null and void. 3 � W In 6 . If there shall be any disagreements as to the satisfactory x S 8 v completion of the construction work as specified above or in any plans Z in o or engineering drawings, and/or under sound construction practices, then Z Kelley and Samsel hereby agree that the engine6ring firm of Fuss a = Y O'Neil shall act as sole arbitrators to said disagreemcnt6" W 7 . This Agreement shall be binding upon and shall inure to the R benefit of the respective parties hereto, their legal representativ s` successors and assigns. B . This Agreement represents the total agreement of th parties and can be amended or altered by the parties by written agteem nt signed by both of them. i IN WITNESS WHEREOF# the parties have hereunto set their hands and seals on the day and year first above written. Richard S. Kelley John Samsel a n T 3 '^ tn s V1 r � W W m 2 O V N SC V) X a 4 ki V } 2 X a - V � � I W k Y h " z � - Q i I in Q 7 Y � ' W Z W V h SCHEDULE n that certain piece r parcel of lnnd wltls all lo"l-tot•e vn%O therton located in the T wo f South Windsor on the southerly aide of Ellington Roadq so-called , being more particularly bounded and des- ebbed as follows: COMMENCING at a point marked by a merestone set in the south boundary of said Ellington Rood which point marks the northeast corner of promises owned now or formerly by Henry A. Dodd; thence running east albht the south boundary of said Ellington Road. north 890 46' 03" east . 466.64 feet to a point which point marks the northwesterly corner of other land of the grantor herein; thence running south 00 49' 13" voi t, 240.00 feet to a point ; thence running north 690 46' 27" east. 266.39 istt to a point in the genetAl ; westerly libe dt buckland Road. The last tvo,,t4d: fe64 being along other land of the grantor hereln; thehtd running south 30 52' 10" east along the genetAl '%i4atatl� line of Duetland Road, 246.53 feet to • polht bhfth Ooint marks the northeast corner of land now or forattly of The Southern Hew England Telephont+ Company; thehtt running south 860 48' 47" vest 199.60 feet to it oeiht; thence running south 30 11' 13" east- 200.00 feet to a point in the general northerly link of land d6w sit formerly of Herman M. Frechettk at Al. The I&W thritt cosirses being along land now or formerly of Th! Southitrh New England ?el4phoce Company; thence running tauth 860 48' 47" Wttt. 101.81 feet to a point ; thento tuhning south 00 49' 13" west. 206.23 feet to a point Its' lick h general northerly line of land now or formerly 8t tlyht6h Auckland. The last two courses being along lafid ' flb4 or formerly of Henan H. Frechette et il ; thehet tubbibi vest along the northerly boundary of land now 6f' tbtiaerly of said luckland. south $SO 461 2S" wtst . 317.00, i46t to +. a point ; thenc6 rurthir.s north 730 58' 57" watt and• along, land now or Coriberly of Robert H. Jones and lilted 664.1 or ,R formerly of J oteph W. Bertrand in part by each 260.10 tedt ' ° to a oointt thtnce runnine north 040 SS' 17" 666t Along land now or formerly of Henry A. Dodd et al. 6GS691 teat to the point and place of beginning. FIRST PIUCEt M A certain piece of parcel of land with the bulldings theteont edhWi itrg forty- . two (42) rods Bore at less, situated in the Town of South Mindwro County of Hartford and State of Connecticut, and more particulatly bourded 6tld deectibed as follows . Convening at the Northeast corner of land now or forOdd of the Methodist Episcopal Society the boundary line of said premises runs ruses E"taelr biz (6) rods more or less on the South side of Ellington Roadt theticd owthetlV on, land now or formerly 6f Marius J. Crant severs (71 rods most► of legal thencb Westerly on land now or forrerly of said Grant six (6) to& MOM of ItSe1 thence Northerly on land now or formerly of the Methodist Episcopal Society tart of Gertrude Hollister to the place of beginning. bounded: NMMIEMX - by the Iligh+ayl MSTERLY - by lend now or f rmerly of [Aucius J. Grants SOMlE= - by land now r formerly of said Grants and WESTERLY - by land of Gertrude llollistere As recor&-d in Else South Hinft-or Land ttecorda at Volute 27g, gage 2116 SDOO D PIDM: A certain pier or parcel of land in the Town of South iilndeor, County of Hartford and State of Connecticut, lying on the Southerly fide of Silirogton Road, beginning at the Southwest corner of the property of IMfty A. O&M Mbws, said property is bounded as follows: lJJMIICRLY - by land of henry Albert Dodd, Ninety-nine (99) feet; EhSTCRLY - by land of James N. Sullivan# Seven Uundtbd Fifty (750) feet; SDLMIEPLY - by land of Charles Uevenor, Knety-nine (991 feet] and WesrMY - by land of. B. S. Mayo, Seven &tared tSfty (750) feet. (All abutting properties - now or formerly) SCHEDULE H piece or parcel of land situated in the Town of South Windsotr$ CbOnty of Hartford and State of Connecticut, the tame being described on a trap riled. UA the 'Gown Cleft's office in said town of South Windsor. said map 666S entitlAdi''41t6otity Sutvayed for Oressa r. and Leonard W. Barter, Buckland Road. South liihd46ti Conha Stale 1" 16' March 1946. Peterson 6 Hoffman. Eng'rs. to which referant6 Is hereby made. The said land is particularly bounded and described as Eollovat Beginning at a point on the Westerly boundard of Buckland Road, said point being marked by an iron pipe and being Six Hundred Eighty-Sevetl (661) fe+it Mouth f the intersection of the Buckland Road with the Ellington Midi thence t-Unning westerly# a distance of Three Hundred One and 22/100 (301#22 Y1edt along land now or formerly ofJudson V. files, turning and forming an Interior Male of 94" 05' 00"1 thence running Southerly. a distance of Two Hundred Six and 23/100 (206.23) fart along land of James N. and Barbara A. Sullivahj turning and farming an interior angle of 840 53' 00"i thence running Easterly, a distante Of Three Hundred Fifteen and 95/100 (315.95) feet along land of Clyhtan burkland turning and f rming an interior angle of 910 02' 00"; thence running Nottheriy, a + distance of Two Hundred (200.00) feet along the westerly boUhdaty of Buckland Road. forming an interior angle of 900 00' 00" at the point of beginning. Being •boundedt HORTHERLYt by land now or formerly of Judson Files. Three Hundred Ono and Wenty Two one-hundredths (301.22) feet= EASTERLY: by Buckland Road. Two 11ondred (200) feeti SOUTHERLYt by land now or formerly of Clynton Buckland, Three Hundred fifteen t L and ninety-five one-hundredths (313,M) feet= and ` i WESTERLYt by land now or formerly of James N. Sullivan. et flat tw6 Hundttgd 913k and twenty-three one-hundredths (206.23) feet. I . rs 1 SCHEDULE D PARKING BASEMENT KNOW ALL MEN BY THESE PRESENTS: T11AT, RICIIARD S. KELLEY of for valuable consideration received of JOIIN G'' SAMSEL pf - - does hereby grant, bargain, sell and convey unto said John Samsel his heirs and assigns forever , an Easement to park vehicles and to construct, maintain, repair and replace pavement over a certain parcel i of land located westerly of Buckland Road in the town of South Windsor, v o . County of Hartford, and State of Connecticuto Uhi+Ch certain piece or parcel of land is more particularly bounded and described as follows: n a � } k , DESCRIPTION 12 3 � 1 M Z i > g a W in x GRANTEE, by accordance of this Deed agrees to construct maintain R 9 t in S g and repair and replace said pavement at its sole cost and- ex ehat an X M p dto o bold Grantor harmless from and against any cost or expense (including W0 i reasonable attorney's fees) arising from or incurred in an Y way out of Y the use of this Easement by Grantee, W its agents, employees-or invitees. TO HAVE AND TO HOLD, the above granted easement with the N appurtenances thereof, unto it the said Grant e j its successors and assigns forever, to it and their own proper use and hehoof. AND ALSO, the Grantor does for itself, its successors and assigns, covenant with the said Grant e, its successors and Abbigns, that at and until the ensealing of these presents , it is well seized of the premises, as a good indefeasible estate in Fee simple and has good right to bargain , sell and convey the same in manner and form as is above written. IN WITNESS WHEREOF, RICHARD S. KELLEY has caused its named hereunto subscribed this day of June, 1988. Signed, Sealed and Delivered in the presence of BY: Richard S. Kelley STATE OF COMIECTICUT) ss. Vernon COUNTY OF TOLLAND ) Personally appeared RICHARD S . KELLEY Signet and sealer of the foregoing instrument, and acknowledged the same to be hie free act and deed and the free act and deed of the Partnership, before me# 3 a W IX rx o k 3 � L Q u m W tA z W O z � %n Y N XQ pXp T Z x a in z W a W x a Q i a Q Y aW F z 6 T 7 o,�N +e4 s ?d&U&Ot 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 �f��soe•co�'� AREA CODE 203/644-2511 June 3, 1988 Mr. Richard S. Kelley RSK-KELLCO Inc. 1744 Ellington Road South Windsor, CT 06074 re: Appl. #88-36P Town Center Modification of interior road system and building adjustment; Site Plan of Development (modification) Dear Mr. Kelley: P1 ase be advised that the public hearing in the above matter has been scheduled for Tuesday, June 21, 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 road. Please have them posted by Friday, June 10, 1988. One sign should be placed at the west side of Buckland Road and a second sign at the south side of Ellington Road. The signs can be purchased in the Town Hall for $5.00 each. Very truly yours, PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. Chairman cc: PZC File Applicant M. Banach, Dir. of Planning Bank of 1750 Ellington Road, Suite 3 SOUTH W DSO South Windsor, CT 06074 (203) 644-4412 or 644-4177 In Organization s JUN 9 1988 June 7, 1988 South Windsor Planning & Zoning Commissft Planning and Zoning Commission South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 RE: Application of Richard S. Kelley, R.S.K. Kellco, Inc. Dear Members of the Planning and Zoning Commission: I have been a resident of South Windsor since 1959. During the past nearly 30 years, I have watched our community grow, and in many respects, I have watched the transition of our community from a rural residential area to a more. populated vibrant community. Our community is in need of a town center, and I feel that the proposed plans of Richard Kelley are worthy of approval. I have reviewed the changes and strongly urge your support. As the Chairman of the proposed South Windsor bank, I anxiously look forward to the time when we will be able to open our doors within the approximately 12,000 square foot building known as the Bank Building being proposed. I feel the plan is a good one and will serve the best interests of the South Windsor community if approved. I intend to appear at the meeting to speak in favor of the modifications, but nevertheless, I would like this letter to become part of the permanent record. Thank you for your cooperation. Ve y truly yours, /l William Yo g WY:wjg 10 SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 (203) 644-1 157 TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER V tz 4 14 � June 14, 1988 South 1Alindsorr fir. Raymond Hallowell, Chairman = 2 ' South Windsor Planning and Zoning CQWission 1540 Sullivan Ave. South Windsor, Connecticut 06074 RE: Terry Office Park and Town Shopping Center Chairman Hallowell, I, understand the Town Shopping Center has submitted an application for changes in building size and or shape to accomodate a specific or special tenant request. On March 1, 1988, The South Windsor Planning and Zoning Commission denied my application #1312 for reasons of, "Internal Traffic Circulation" ) . My recollection of that meeting was a majority of members expressed that it was good planning to tie the two projects together. I have always agreed. With my last meeting and phone conversation with the abutting land owner and developer, I have offered to do my part and pay one half of the costs and until now there has been no response. Also, my recollection of the Planning and Zoning Meeting was that any additions or changes to both projects be submitted simultaneously in order to guarantee both projects would connect achieving the good planning opinion of the Planning and Zoning Commission. It appears to me this is the only way The Planning and Zoning Commission would have any power or leverage in making this connector a reality before it were to grant any building changes tolThe Town Shopping Center reguardless of size or shape. In my application #1312, I also had a special Interest group interested in a specific size building, but was denied because of, " Internal Circulation" . I again agree with previous comments made by Planning and Zoning members that it be only fair that both applications be heard and considered together in order to accomplish connecting the two projects. SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 (203) 644-1 157 TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER -2- In no way am I against any specific building or project, but in fact am in favor of all proposed development in the five corners R-C zone for the betterment of the town. I am not especially pleased with a connector road, however, if it creates harmony between the Planning and Zoning Commission and developers, I am willing to do my fair share. Sincerely, ohn Samsel, Jr. Note: Please find attached copies of minutes of Planning and Zoning Commission meetings referring to above comments. +o,r" e+ �- aps ?d&U&0't 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 R•co AREA CODE 203/644-2511 June 21, 1988 To: Raymond F. Hallowell, Jr. , Chairman Planning and Zoning Commission From: Carla Woodcock By means of this letter, I am disqualifying myself from all discussion / decision / action regarding Appl. #88-36P, Town Shopping Center. C" dg-h�e� Carla Woodcock PLANNING AND ZONING COMMISSION 1 JUNE 21, 1988 PUBLIC HEARING / SPECIAL MEETING SOUTH WINDSOR TOWN HALL • MEMBERS PRESENT: Hallowell, Evans, Castro, Sorenson, and Rossi ALTERNATES PRESENT: Nadel (sitting for Woodcock) PUBLIC HEARING 1 . Appl. #88-36P, Richard S. Kelley, RSK-KELLCO Inc. for a Site Plan of Development modification of the interior road system and buildings for project to be known as Town Shopping Center, on property on the south side of Ellington Road and west side of Buckland Road, RC Zone. Commissioners Woodcock and Montana had disqualified themselves from participation in this matter, and Mr. Nadel was named to sit for Mrs. Woodcock. The applicant was represented by Atty. Solomon Kerensky, traffic engineer James Ford of Storch Associates, and engineer Chris Stone of Fuss & O'Neill. Atty. Kerensky produced the June 16, 1987 approved plan of development, stating that there had been no change in either the office or retail space square footages. He introduced a 5/13/88 plot plan verifying the square footages. Atty. Kerensky reviewed what had changed, using the 4/22/88 revision drawings SD-2 and SD-3 . He cited changes in the buildings along the north side of the project, beginning with the northeastern-most building which had been changed from 15,000 sq. ft. to 12,500 sq. ft. , a reduction of 2500 sq. feet. Also, at the northwesterly corner of the approved plan, another building shown as 12,000 sq. ft. had been reduced to 11,300 sq. ft. , a 700 sq. ft. reduction. This 3200 sq. ft. had been added to the building originally designated as a 2500-sq.-ft. bank, to come up with a composite 5700-sq.-ft. office building. He said the footprint of the buildings remained the same except for one. Atty. Kerensky pointed out that the main roadway had been moved from a route through the "park" area in front of the shopping center to a route around the perimeter, providing a different interconnection to the Samsel property that was satisfactory to the Kelley and Samsel interests. This would overlap parking from the Samsel property onto the Kelley property, but financial and easement concerns had been addressed in a handwritten agreement between the two parties . Atty. Kerensky said there had been no density changes, but that a parking waiver was being requested, with a slight change in number of parking spaces . A rendering of the proposed 11,300 sq. ft. Bank of South Windsor building was shown. Atty. Kerensky listed the drawings on which the requested modifications w re based: Site Development Plan, Proposed Town Shopping Center dated December 1986 rev. 4-22-88, consisting of Sheets 1 of 1, SD-21 SD-3, SD-4, SD-51 SD-6, SD-71 SD-8, SD-91 SD-101 SD-11, and SD-12, all by Fuss & O'Neill. From Storch Associat s wer Drawings 1 of 2 and 2 of 2; and from Shelby Taylor, Architect, a rendering showing side and front levations of th proposed Bank of South Windsor. r PLANNING AND ZONING COMMISSION 2 JUNE 21, 1988 Atty. Kerensky noted that the previous approval had called for speed bumps but that Engineer Jim Ford had indicated speed bumps were not the only means of controlling traffic; stop signs could be effective if properly placed. Mr. Hallowell reviewed the drawing and revision dates with Atty. Kerensky, noting that he had one Sheet 1 rev. 12-15-86 by Fuss & O'Neill, and another by Close Jensen & Miller rev. 4-18-86; Fuss & O'Neill Sheets SD-2 4-22-88, SD-3 4-22-88, SD-4 4-22-88, SD-5 4-22- 88, SD-6 1-14-87 no revisions, SD-7 4-22-88, SD-8 4-22-88, SD-9 4- 22-88, SD-10 4-22-88, SD-11 3-9-87 no revisions, SD-12 3-1-88 no revisions, Traffic Control Plan revision 3 dated 2-4-88, and Sheet 2 of Traffic Control Plan revision 7 dated 3-11-88. Atty. Kerensky noted for the record that the original PZC letter of approval was dated June 30, 1987 and the wetlands approval was dated March 23, 1987 . Town Planner Marcia Banach presented a combined Planning Dept. and Engineering Dept. report: 1 . This plan does appear to reflect a decrease in the number of parking spaces for the overall site, from 565 to 542. 2. The applicant has a partial opening permit from STC which allows construction and occupancy of 52,000 sq. ft. of retail space, 24,000 sq. ft. of office space, and 2500 sq. ft. of bank, plus 375 parking spaces. As part of the partial permit, all traffic improvements except those directly related to a Buckland Road entrance must still be complied with. The requested interior road modification will provide for the Buckland Road access at some future date. 3. The Planning Dept. strongly recommends that the interconnection between this site and the Terry Office Park be constructed as part of Phase I . This would happen most expeditiously with simultaneous site plan approval for Terry Office Park. 4 . The only Staff-requested modification is an increase in the turning radii of the one way drive. Th r were no other requested Planning Dept. or Engineering Dept. modifications . Mr. Hallowell invited the public to comment. First to speak in favor of the application was William Young, 38 Berle Road. Mr. Young expressed support for the concept of a local bank, noting that an outside consultant hired to perform demographic studies had recommended this site as a community bank location. Three letters were read into the record: one from Barbara Barbour (Attachment A) , one from William Young (Attachment B) , and one from Samsel Properties (Attachment C) , all supporting the application. PLANNING AND ZONING COMMISSION 3 JUNE 211 1988 Don Page, 95 Foster Road, said he perceives a need for a local bank and asked that the Commission approve the application. Brian Smith, 24 Rosemary Lane, cited the benefits of a town center, recommending that the application be approved. Edward T. Stanton, 60 Valley View Drive, supported the bank's formation and proposed location and urged that the Commission approve the application. Abe Glassman, 44 Berle Road, asked that the proposed modifications be approved so that construction could proceed and the bank could open as early as possible. Ed Steben, 17 Deerfield Lane, expressed his support for the application. John Mitchell, Windy Hill Drive, noted from an individual standpoint that the proposed modifications were minor and that the Town needs a local bank. He asked that the Commission approve the application. John Samsel, 99 Ridge Road, spoke in favor of the application, citing the advantages of a central shopping facility. He suggested that traffic was not a problem created by the proposed construction in the area of the application but a town-wide issue that needed to be addressed. He stated that he and the applicant had agreed to construct and share the cost for a connector road requested by PZC. Mr. Hallowell asked if a copy of the handwritten agreement between Messrs . Samsel and Kelley was available; Atty. Kerensky said no. There being no additional public input, Commission members were invited to comment. Questions were asked about the connector road, the number of parking spaces being waivered, feasibility of speed bumps, layout of the int rnal road, potential access to Buckland Road, phase lines, exterior wall construction, and location of the detention basin. After some closing remarks from Atty. Kerensky and introduction into the record of a partial topographic map (Att. D) , a PZC approval letter dated Jun 30, 1987 (Att. E) , and an IWA/CC approval letter dated March 23, 1987 (Att. F) , the Public Hearing closed. rT . June 22, 1988 Dear Fellow Commissioners, N xt week's agenda (6-29-88) is supposed to include a discussion/ d cision on the proposed modifications to "The Town Shopping Centre" . There has to be a decision by 6/30/88, unless the applicant offers an extension. In my mind, two problems exist. One is the firm statement by th commission regarding the internal road design and - request that both abuting owners/developers present their new applications together to demonstrate an internal road design interconnecting their developed and undeveloped parcels with a 26' wid connection from Buckland to Clark, in a unified manner. The second problem, is the fact of time. About three months hav elapsed since that request was made. I 'm sure work has been occuring on the part of both developers, but somehow I feel our concern for the internal road design has been misunderstood. I would agree, to a limited extents that the propos d modifications include only a portion of those concerns. I also came away with a distinct feeling that some of the propos d modifications were newly reached and not well documented in the plans. As I have stated each time those parcels of land betwe n Buckland, Clark, Deming and Ellington have come before the commission for approval, an internal road design relating to interconnecting the approvals and linking at least Buckland and Clark is, in my opinion, a very important issue. Traffic will not lessen, but interconnecting the approvals and linking Buckland to Clark will allow inter-travel while avoiding the return to Buckland and/or Ellington Five or Four Corners. It will also allow access from the Ellington Road Fire Station to Buckland via Clark and avoid either Deming/Buckland and the Five Corners. This would also hold true for other emergency servic s' ability to access into any approval in a more flexible mann r. This area's development potential and the number of parking spaces also support the need for a flexible traffic flow. I fully realize the importance of any decision next week, but this is not what I expected, nor am I comfortable with th limitations currently presented. Mae aret Rossi, , Commission r o � c a s 0-le Sou� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•co�'`�v AREA CODE 203/644-2511 TO: All PZC Commissioners June 21, 1988 FROM: Raymond F. Hallowell, Jr. RE: Meeting Schedule There will be no meeting of the Planning and Zoning Commission on July 5, 1988 . A 2& Ra d F. Hallowell, Jr. T Chairman, PZC :rt 3. Appl. #88-36P, Town Shopping Center, south of Oakland Road, west of Buckland Road (PH 6/21 ) . ��a�•� Mrs . Woodcock and Mrs . Montana disqualified themselves from participation in this matter. Mr. Conde was named to sit for Mrs . Montana, and Mr. Hart for Mrs . Woodcock. A copy of a proposed agreement between the Samsel and Kelley principals to share certain construction costs (Att. D) was entered into the record. Mrs . Rossi read her June 22, 1988 letter (Att. E) into the record, and reiterated her belief in the importance of an effective internal road network interconnecting the various developers ' properties . During the ensuing discussions it was noted that bonds could be required to ensure satisfactory interconnections . Also discussed were phase line locations, and the matter of exiting the shopping center onto Buckland Road, where current traffic levels already make entry so difficult at certain times that a traffic light might be warranted. Mrs . Evans made a motion to approve the application with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations. PLANNING AND ZONING COMMISSION 4 JULY 28, 1988 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Increase turning radius of the one-way drive into the bank building. ' 7 . A bond in the amount of $100,000 will be required to assure interconnections of project through Samsel site to Buckland Road and through Waldron site (Samsel) to Clark and/or Deming Street. 8. All original approval conditions listed in letter of approval dated June 16, 1987 shall remain in full force and effect except for the deletion of the speed bump requirement. Black and white transparent mylars of Cover Sheet, SD2, and SD3 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/ Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be r turned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Mr. Conde seconded Mrs . Evans's motion with the above modifications . The motion carried 6-1, with Commissioners Conde, Hart, Hallowell, Sor nson, Evans, and Rossi voting with the motion and Commissioner Castro against it. %4 aE� y t- To_w� o-P S ?d&U&1at C V • 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �'�"�soR•co�'� AREA CODE 203/644-2511 July 8, 1988 RSK Kellco, Inc. 1744 Ellington Road So. Windsor, CT 06074 RE: Preconstruction Meeting - Town Shopping Center June 24, 1988, 10:00 A.M. IN ATTENDANCE Name Company Phone Number Michael J. Gantick Director of Public Works 644-2511 William Lanning Fire Marshall 644-2441 John R. Collins Chief Building Official 644-2511 Mel Stead Supt. Street Services 644-2531 Marcia A. Banach Planning Department 644-2511 A. Bowen Davies Deputy Town Engineer 644-2511 Lester Braddock Sr. Engr. Inspector 644-2511 Jim Slater J & H Slater Const. 528-5252 Dick Kelley RSK Kellco 644-8761 Bruce Kelley RSK Kellco 644-8761 The following is a brief summary of points discussed during the meeting. Public Works 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained cleaned out during construction. 2. Three complete sets of approved/revised plans needed prior to start of construction by Town. Contractor must have Town stamped plans at site. 3 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following. a. After road is staked out b. All drainage work C. Preparation of subgrade, compaction tests as required by Town RSK Kellco Page 2 . RE: Preconstruction Meeting - Town Shopping Center d. Preparation of subbase, six ( 6) inch lifts, each compacted, Town to mark compaction test locations . e. Placement of bituminous concrete, 1-1/2 inch layers . 4 . Certification of gravel used as subbase at the site will be required by an approved testing company. 5 . No subgrade formation/base formation in frozen ground/snow. Same for pipe/structure installation. 6 . As built plans are to include horizontal and vertical location of all road underdrains/footing drains and sanitary sewer laterals by PE/LS, footing drains by PE/LS. 7 . All topsoil stockpile areas to be protected (ringed with haybales or equal. 8. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. 9 . During construction of the road, a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Ellington Road. Calcium Chloride is to be used for dust control as required. Do not use Kent Lane. 10 . Any problems and/or questions regarding construction of this project will be directed to Richard Kelley in the field. 11 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two weeks 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) . Copy of Building Permit and C.O. Guidelines given to Emil Lucek. 12. Developer/Contractor to submit mark-up print of any buryhole locations. To be shown on as-builts . r 13. Only approved stamped copies of subdivision plans and ldt site plans to be used. Any proposed changes are to be presented to Engineering/Planning & Zoning prior to implementation. 14 . No paving after October 15 without written approval from Director of Public Works. RSK Kellco Page 3 . RE: Preconstruction Meeting - Town Shopping Center 15 . Hours of operation 7 :00 a.m. - 5:00 p.m. , no work on Sunday. Any pipe/structure work requires inspection prior to backf illing. 16 . All road and drainage improvements along Ellington Road (Buckland) to be done prior to C.O. 17 . One access off of Ellington Road only. WETLANDS 1 . Compliance of approval conditions PLANNING 1 . Visable site - maintain proper methods of construction. No construction to start until $25,000 P&Z Bond received and $20,000 IWA/CC Bond received. WPCA 1 . Letter of approval to be filed with plans. POLICE DEPARTMENT 1 . Emergency telephone number on letterhead to Police Dept. 2. Builder responsible for purchase and installation of all signs . Must be in place before c.o. is issued. 3 . Stop signs to be in place as soon as possible. 4 . Street lighting may be needed at intersections. To be verified in field. See Police Department. SNET/NU 1. Poles to be moved on Buckland Road. 2. Tree has to go on Ellington Road near Pole #222. 3 . Poles to be moved on Ellington Road. RSK Kellco Page 4 . RE: Town Shopping Center FIRE MARSHALL 1 . Blasting (if required) to be coordinated BUILDING DEPARTMENT 1 . Will need all pertinent architecturals . Will require meeting between Builder, Architect and Building Department prior to start of construction. Very truly yours, (/G Michael J. G tick Director W'Public Works MJG/jsv cc: Richard S. Kelley, RSK Kellco Bruce Kelley, RSK Kellco Jim Slater, J & H Slater Const. Hal Clisby, CL&P Jerry Lewis, SWPD Marcia Banach, Planning Department A. Bowen Davies, Lester Braddock, Engineering Dept. Melvin Stead, Karl Reichle, Public Works William Lanning, SWFD John Collins, Chief Building Inspector William Mitchell, Mitchell Trucking Tio�os O-P S_at� ?40&U&0_t. O � ' e � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 olt-co� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, JULY 91 1988 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its June 28, 1988 meeting, the Planning and Zoning Commission voted to take the following action: 1 . Approve, with modifications, Appl. #88-11P, Arthur P. Karahalios, Peter Patsakis & Peter Samiotis for a Site Plan of Development for project known as Oakland Center, south side of Oakland Rd. west of Felt Road, RC Zone. 2. Approve, with modifications, Appl. #88-36P, Richard S. Kelley, RSK-KELLCO Inc. for a Site—Plan of Development modification of interior road system and buildings for project to be known as Town Shopping Center, on property on the south side of Ellington Road and west side of Buckland Road, RC Zone. 3 . Approve, with modifications, Appl. #88-34P, Southridge Estates, Inc. for a 2-lot plus 1-parcel Subdivision of property at corners of Ayers Rd./Sullivan Ave./Graham Rd. , A-20 Zone. 4 . Approve an Amendment to the By-Laws of the Planning and Zoning Commission, as follows: Article VIII of the South Windsor Planning & Zoning Commission By-laws, entitled "Meetings" , is amended by adding after Section 5 a new section as follows: "Section 6 . Items for the agenda of any regular meeting may be submitted by any regular member of the Commission. Such items shall be submitted in writing to the Secretary of the Commission at least six (6) days prior to the regular meeting for which they are intended for consideration. The name of the person submitting an item for Commission consideration shall appear on the agenda after the item submitted. " Dated at South Windsor, Connecticut this 30th day of June, 1988 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary i I �tpwM if,`� � r sl W&U14at 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �os01-C AREA CODE 203/644-2511 July 11, 1988 Mr. Richard S. Kelley RSR-KELLCO, Inc. 1744 Ellington Road South Windsor, CT 06074 re: Appl. #88-36P - Town Shopping C=rter Site Plan Modifications - Roads & Buildings Gentlemen: We are pleased to notify you that the Planning and Zoning Commission voted at its June 28, 1988 meeting to approve the captioned application for site plan modifications to internal roads and buildings in accordance with Drawings #1 through SD-12 dated 12/15/86, last revised 4/22/88, prepared by Fuss and O'Neill, Project No. 85-489A, and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 .13. 10 of the Zoning Regulations . 5 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6 . Increase turning radius of the one-way drive into the bank building. Mr. Richard S. Kelley -2- July 11, 1988 - - 7 . A bond in the amount-of -$100,000 will be -required to assure - interconnections of project through Samsel site to Buckland Road and through Waldron site (Samsel) to Clark and/or Deming Street. 8 . All original approval conditions listed in letter of approval dated June 16, 1987 shall remain in full force and effect except for the deletion of speed bump requirement. Black and white transparent mylars of Cover Sheet, SD2, and SD3 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/ Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, X ING AND ZONING COMMISSION /Z-.",- Raymond F. Hallowell, Jr. Chairman cc: M. Gantick, Director of Public Works F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission **--OPZC File Arch. /Engineer Applicant z' t R!iK,�KEN 0 INC. Developers Builders 1744 Ellington I'load Property South Windsor, CT 06074 Managers tel: 203-644-8761 /644-8140 November 14, 1988 Mr. John G. Samsel, Jr. 1.52 Deming Street South Windsor, Ct. 06074 RE: Preconstruction Agreement - Town Center 6 497 Buckland Road Dear John: This letter is in reference to the revised construction agreement for shared costs you presented to me on November g, 1988. following are my reactions and conclusions: I. You have changed the intent of shared costs without considetation of the hours and costs incurred in the original agreement completed back in June 1988. Your answer for refusing to sign that agreement was that you wanted to wait and make sure you received your approval for your ninety-one hundred square foot building. You received that approval, and, again, you have changed your mind. You came to my office one week pilot to this November 8 proposal and had absolutely forgotten that you had been given an agreement in June prior to the meeting when the Town Center received approval. You were present at that Planning and Zoning Commission meeting and heard the Commission's discussion regarding the connector road and the bonding of same. 2. My agreement was to share the cost of the connector road between the two properties. Also, I agreed to give land for the relocation of some of your parking spaces as you did not want to put the spaced on your own land because of the walking distance for tenants. Yet, the distance is the dame regardless of the location of the spaces. 3. Sincerity in looking for an overall concept of plantting, and not A piece-meal approach, is the responsibility of both ptopatty biniets6 l thought we had addressed this problem and had agreed to work topthrt fegarding a solution. I was left with no alternative but to develop ati Expensive; separatd drainage system to control drainage that should have gotta ftftb the. natural drainage and storage system. This became necessary Aud to your indecisi n regarding compensation from me to you to drain into 4 syutea designed for the entire watershed. 4. My road system takes your development into consideration at the insistance of the Town Planner and the Planning and Zoning Cotmnission# therefore, I feel that all property owners serviced by this toad network should be responsible for all off-site improvements. 5. I don't see Schedules C, b and E to which you make reference in your revised agreement. In summary, I wish to re-state my desire to work co-operatively with you toward concluding this agreement. The entire property tie have under otir control should be developed with continuity and with consideration for any remaining property that would affect good development. This would mean an agreement with no more rule changes. It is nearly impossible to finalize planning if prior agreements are not followed. I would expect to hear from you in the near future after you consider all aspects of the agreement in its entirety. S cerely, yet, l Richard S. Kelley RSK/ks SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 (203) 644-1157 TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER November 16, 1988 Mr. Richard S. Kelley 1744 Ellington Road South Windsor, Connecticut 06074 RE: Preconstruction Agreement - Town Center & 479 Buckland Road Dear Dick, In response to your letter, dated November 14, 1988 . Being the orginal document was prepared by your Attorney Sol Kerensky, and was to be signed by two people, Richard Kelley and John Samsel, Jr. , I believe I have one vote as to what was on the document before I sign. You also hand delivered it to my office at 4 :15 PM or three and one half hours prior to your P & Z Commission meeting that same night and asked my hurried signature on a document of which I did not have the benefit of counsel to review. All this, after I believe you were instructed by the P & Z Commission many days before to have prepared and signed. Your right, I did say that I had forgotten about the agreement, however, being you received your approval without the signed agreement, it seemed a dead issue at the time, especially after I received my approval and the town bonded both of us. You also told me that your Attorney billed you over three thousand dollars to prepare this document. If you will mail me a copy of this bill, I may be willing to pay for one half, provided it is included in the total cost that we are going to share cne half_ each and after said agreement is signed. I am not an attorney, however, I do not believe the intent of your agreement was changed. Only paragraphs, one, two, and three, that left all responsibilities bonding to Samsel. This was changed to Kelley and Samsel share all responsibilities and cost equally. Bonding is now a dead issue. My tenant, as I told you and the P & 7 Commission, was very specific about the location and number of provided parking spaces and nowhere except behind that- building is there room to provide 15 acceptable parking spaces. RE: Drainage - Sewers! Dick, in your earliest involvement with the purchase of the Society for Savings land, you were made aware at that time by me, Buck Page and later Fuss and O'Neil, that all _ SAMSEL PROPERTIES 152 DEMING STREET SOUTH W I N DSOR, CT 06074 (203) 644-1157 TERRY OFFICE PARK BUCKLAND PROFESSIONAL CENTER systems should flow South. At NO time did you or any representative ever approach me with any offer or deal. The closest that issue ever came, was a visit by you to my Funeral Home Office prior to the submission of my building plans of 479 Buckland Road to the P & Z Commission. I, indicated to you at that time, that if you had any ideas or plans to get back to me ASAP because we were going ahead with P & Z because of a tenant occupancy deadline. I never did hear from you, and as a result, there were all sorts of misinterpretations of my site plan about a drive. By right, the road, sewer and drainage should have come down in the middle of that building. I had plans fir§t, we both had known the two parks should connect and no proposals from you. To this day the drainage and sewer still exist and is still available! Yes, your road system and traffic probably had to take into con- sideration our site, of course our buildings were there first. Just as our Clark Corners plans are going to take into consideration the approved plans of the Town Shopping Center. I did not include schedules C. D, and E, only because I assumed you kept copies for yourself in you files and when we agreed on the meat of the document, they would just be stapled to the back. Enclosed are all the copies of schedules I received from you prepared by your Attorney. I am assuming, schedule C refers to the plan drawn by Fuss and O'Neil. This agreement was brought to light again only because of a conversation you had with Dick Mahoney. After a visit to your office, I only thought it a good idea for now and in the future we have some sort of written agreement. I am able and willing to start construction of said connector road next week or as soon as an agreement is signed at your convience. I will not at this time sign the first agreement you left at my office. I have expressed my vote or concerns to you in writing in a second document. I am waiting for a response or revisions to that document or others addressing other connecting roads that would be in the best interest for all, now and in the future. As usual and as in the past conversations, your letter offers nothing more than criticism of water over the dam. You restate your desire for co-operation and agree to stop disagreeing, however, offer no suggestions or ideas or help to sign an agreement and conclude this matter. Sincerely, CY John Samsel, Jr. JS,JR./js,jr. Enclosures TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name Town Shopping Center P & Z ID Number 88-36P Date Owner Richard S. Kelley Contractor RSK-Kellco, Inc. CHANGE: (Describe location and nature of change. Include plan/profile of change) . The necessary change is' to regrariP the drive-thru arQ ad th, bank and add a ratnh- basin and 35 feet of 1511 ,pane whirl, will »* �� into the detention haGin_ Date: 12/8/88 Reason for Change: (Why is change required) This change is required because the elevation of the drive-thru must be changed to the same elevation as the first floor in the building. Raising the drive elevation _ gave us too little pitch, therefore making drainage a problem. APPROVALS: (As Required) Town Engineer Date: Design Engineer Date: Dir. Public Works Dates Dir. Planning Date Owner Date: Other Date: STAFF COMMENTS: CC: Deputy Town Engineer CC pivif �0 hlol I, C, Zoning Enforcement Chief Building Official R!iKW � N� INC. Developers Builders 044 blingtod hoed Property Louth Windsot, Ct 06014 Managers tel: 203-644-0761 !644-6140 December 13, 1988 Mr. John Samse1 152 Deming Street South Windsor, Ct. 06074 Dear John: Betsy Kamerlin of Fuss b O'Neil, has provided me with a conceptual plan of the proposed connection between our properties as we have discussed with Marsha Banach of South Windsor. I am writing to Indicate to you that I believe that the proposed connection shown by 66tdy ie acceptable to me and will adequately service the Town Shopping Center needs. As you know, I am under the requirements of a cettificate from the State Traffic Commission and one of those tequiremetitB vid for the connection of my center to Buckland Road. In order to be dAltlted that the proposed driveway, as envisioned in the drawings which f tbcaived; is acceptable for this purpose t will be requesting shortly through Storch Associates to have this concept reviewed and formal Indlcsition issued by the Department as to the acceptable nature of thid ptopohal. Subject to the State's review and approval of the concept 1 Wanted to indicate to you this plan does appear to be acceptable to KS1C-K611eo. Sincerely, ) r 11461. Richard S. Kelley RSK-Kellco, Inc4 cc: Marsha Banach - Director of Planning Town of South Windsor Jim Ford Storch Engineering Enclosure (Map from F60) 11 OLD FORGE ROAD STORCH BOX 829 ROCKY CONNECTICUT 1.1. 1-203-529-7727 ASSOCIATES December 19, 1988 RECEIVED m StoeckertMr. Willi a Executive Director State Traffic Commission DEC 22 1988 24 Wolcott Hill Road P.O. Drawer A SO. WINDSOR PLANNING DEPT`. Wethersfield, Connecticut 06109 Re: Town Shopping Center South Windsor, Connecticut STC Certificate No. 802 Request for Conceptual Review Dear Mr. Stoeckert: In accordance with the conditions of STC Certificate No. 802 P we have been working with representatives of Terry office Park and the Town of South Windsor at the request of the,PPlannoing and Zoning Commission to develop an alternative connection in the Buckland Road. We believe that the connection attached plan will service the site and functionally ld provide the same benefits as the proposed connection to Buckl i Road whi was originally approved by the State Traffic Commission. Prior to p re aring the final detailed drawings and a forma ap location formodification of our certificate approval to incorporate concept we are requesting that the matter be revie edicad by tie to Department of Transportation and that there be a us that this revised location is, in the opinion of the StWter functionally equivalent for purposes of the certificate. fully realize that the drawings attached hereto do not constitute the required 40 scale detailed engineering drawings, they do depict the relocation of the proposed driveway and we believe can be reviewedr subject to a further detailed engineering analysis, for purposes of an indication of conceptual acceptability. - STORCH ASSOCIATES Mr. William Stoeckert December 19, 1988 Page Two Thank you for your continued cooperation in working with us to achieve the alternate access development for the Town Shopping Center. Should you or the Department require additional information to process this review, please do not hesitate to contact my office. Very truly yours, �,STORCH ASS I James W. Ford, P.E. Partner JWF:lan Attachments cc: Marcia Banach Town of South Windsor Richard Kelley - RSK Kellco Steve Mitchell - Fuss & O'Neill John Samsel - Terry office Park Racr 4715 SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 TERRY OFFICE PARK (203) 644-1157BUCKLAND PROFESSIONAL CENTER December 28, 1988 Richard S . Kelley RSK-Kellco 1744 Ellington Road South Windsor, CT 06074 Dear Dick, Enclosed, please find prints titled "Terry Office Park" (revised 12-22-88 ) . Contained are three pages f Terry road improvements i to the existing internal road system o y office Park and an additional building of 41000 square feet. I intend to submit these revisions with the addit3onal building shown to Planning and Zoning on Friday, December , 88 for their consideration and I hope, approval . At this time, I make reference to your letter of December 13, 1988, and ask you if you would want to be part of application. Please call if you have any questions or suggestions. Sincerely, C-2 1 John Samsel,Jr . cc: Marsha Banach, Director of Planning, Town of South Windsor Enclosure : 3 _ Z,OWN OF SOM WnUSOR STAFF SITE FOR SITE & SUBDIVISION GENERAL: Town Center Site Name P & Z ID Nutyber Date January 24, 1989 owner Richard S. Kelle Contractor RSK-Kellco, Inc. • n and nature of change. Include plan/profile of change) . aMNGE• (Describe locatio • was move The building known as 89000 s r ua was approximately approximately 10' East on the s one half of a foot to ease the S,,ori.,iitjv--East end Reason for Change: (Why is change required) The building on the site plan was a 45' x 90' box The actual buildin is 5 90' This made move the APpMVALS: (As Required) Date: Town Engineer Date: Design Engineer Date: o�6 Dir. Public Works Date: y Date• Dir. Planning Date: owner Other STAFF CpMMENTS: CC: Deputy Town Engineer Zoning Enforcement Chief Building Official �KE' LLM IN.. Developers Builders 1744 P-Ilington goad Prop rty South Windsot. CT 06074 na Magers Tel: gw-644-8161 /644-8140 February 15, 1989 Inland Wetlands/Conservation Commission Town of South Windsor Stl i l ivan Avenue South Windsor, Ct. 06074 Dear Commissioners: On January 28, 1988 the South Windsor planning and Zoning Commission approved with modifications a revision to the Town Center approval. Modifications No. 7 and 8 state! 7. A bond in the amount ok W0,000 aili be requited to &saute interconnections of project through Samsel aitb to gdtkland Road and through Waldron site (Samsel) to Clark and/ot Deming Street. 8. All original approval conditions iiatrd itt lettet of &pptoval dated June 16, 1987 shall remain in fuii force and tftect except for the deletion of speed bump tegttirement. This field in force Item No. 5 of the previous approval dated June 161 19871 Stating: 5. At such time as the site to the west of thib approved site (N/F the Cornerstone Cos.) and/or the site to the eotith of this site (N/F Samsel) provide for an intstconttettion bptasett bites: this site shall complete the access toad 1nteteottt1@etiotid as shown on this plan, or as otheraidt approved by this Commiadlott, I wish to bring up the following four pointdt 1. 1 want to be cooperative in developing the five tothets arec previous applications submitted and approvals granted support this btitt►hent. At this point in time, however, I have no aritteH dgreemeht ftod Mks Satabbl for a connector road southerly of Town Center tlirtl Terry Office park. Ati Sppiication for future development of Terry Office Park has been filed i►ith planning and Zoning Commission. 2. I have on file With the Town of South Vittdsor a $100 000 bona to ensure connectors with the Terry Office Park and the waldt it propatty (Ciatk Corners) of which Mr. Samsel is now a principal. I have had discussions with Mr. Samsel regarding a connector road to Waldron property (Cldrk Corners) but no Written agreement because of the pending application before the commission. 3. At no time have 1 had art agreement with anyone to develop a road system from Terry Office Park behind the Town Center southerly of• the Bank of South Windsor building to Waldron and Town Center connector roads. I question why the road is there and whether it is a good location? 4. Lastly, the commission dpproved an application for 1665 Ellington Road (known as the Kuehn Building) . provisions should be considered for connecting this parcel, when developed, to the Waldron property if developed. This would be another connector road to permit traffic to Clow freely throughout the complex. I am not opposed to this application. I want to point out the fact that agreements must be signed in order to make understandings a reality. Thank you for your consideration. Since sly yours, Ridhard S, 9611by i RSK/ks k r' C . SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 TERRY OFFICE PARK (203) 644-1157BUCKLAND PROFESSIONAL CENTER February 20, 1989 Richard S . Kelley 1744 Ellington Road South Windsor, CT 06074 Re : Terry Office Park Letter of Intent Dear Dick, This is my letter of intent to allow a cross easement of vehicular and pedestrian traffic between Terry Office Park and Town Shopping Center when both projects receive both Local and State approvals . Sincerely, John Samsel, Jr . CLARK CORNERs AssociATEs Ric hard L. Mahoney 152 Deming Street Melvyn B. Marks South Windsor, CT 06074 John Samsel, Jr. (203) 644-1157 FAX: (203) 644-5992 February 20, 1989 Richard S . Kelley 1744 Ellington Road South Windsor, CT 06074 Re : Clark Corners Associates Letter of Intent Dear Dick, This is my letter of intent to allow a cross easement of vehicular and pedestrian traffic between the proposed Clark Corners and Town Shopping Center when both projects receive both Local and State approvals . Sincerely, 41 ' �/ r (_ John Samsel, Jr . Clark Corners Associates S AMSEL PROPiERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 TERRY OFFICE PARK (203) 644-1157BUCKLAND PROFESSIONAL CENTER February 20, 1989 Inland Wetlands/Conservation Commission `r()w[l of south Windsor Siji l ivan Avenue �,e!ii.h Wi nd^or. , CT 06074 Re : Cl-irk Corners and RSK-KELLCO letter_ , February 15, 1989 Dear Comini ss loners : Rticlosed are my comments concerning the above letter . 1 i,em 111 . At this time, we, (Mr Samsel and Mr Kelley) have no agreement concerning a connector road between Clark Corners and the Town Shopping Center or between Terry Office Park and the Town Shopping Center . Item #2 . I am sure the- Planning and Zoning Commission will also require a bond from me if our site plans are approved. Item #3 . An interior road system was a very strong suggestion by town staff and the Planning and Zoning Commission. Our connector road from the Clark Corners to the Town Shopping Center simply abutted a road I believe the Planning and Zoning Commission approved on plans submitted by Town Shopping Center . The connected road from Terry Office to the Town Shopping Center was the result of at least two meetings with the land owners and town staff . I Intend to construct and install the connector road to the property line and all other improvements as submitted Immediately after approval whether or not the connector road ever becomes a reality. Item #4 . I agree that the building at 1665 Ellington Road ( the Kuehn building) should be connected to the above mentioned interior road system and eliminate the curb cut it- Presently has onto Ellington Road . Enclosed is a copy of a condition I agreed to abide by when we purchased the Waldron property. SAMSEL PROPERTIES 152 DEMING STREET SOUTH WINDSOR, CT 06074 (203) 644-1 157 TERP-Y OFFI�,E PARKBUCKLAND PROFESSIONAL CENTER _ 2_ Alr;o enclosed is a letter from me to Richard S . Kelley anted Recember 28, 1.988, in which I asked him if he wanted to I)e a part of this application concerning the connector road . To date, there has been no response from Mr . Kelley concerning his willingness to cooperate . Also enclosed is a copy of a letter of intenL between the above mentioned projects to Mr . Kelley from myself . i.nce.r_eIy, f John Samsel, Jr . Fncl : ( 2 ) SAMSEL PROPERTIES 152 DEMING STREET SOUTH WIN DSOR, CT 06074 TERRY OFFICE PARK (203) 644-1157BUCKLAND PROFESSIONAL CENTER February 21, 1989 Mr . Richard S . Kelley 1744 Ellington Road South Windsor, Connecticut 06074 Dear Dick, An Inland Wetland application has been filed by John G. Samsel, Jr . for regulated activities in connection with interior road construction for an Office Building located behind 481 and 479 Buckland Road, South Windsor, Connecticiut. A Public Hearing on this application will be held on, Monday, February 27, 1989, at 7 : 30 p.m. , in the Sprenkel Room, at the South Windsor Town Hall, 1540 Sullivan Avenue, South Windsor, Connecticut. Sincerely, =QIT John G. Samsel, Jr . _ f f 1 � 11 F?9(�KELLEIIINC. evelopers 1744 Ellington Road =`rBuilders South Windsor, CT 06074 Property Tel: 203-644-8761 / 644-8140 Managers February 27, 1989 Inland Wetlands Conservation Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 RE: Samsel Properties Communication to Inland Wetlands Conservation Commission Dated February 2, 1989 Dear Commissioners; P1 ase regard this letter as a response to Mr. Samsel's letters to you outlining 4 items of concern. I enclose copies of three (3) letters to Mr. Samsel dated November 14, 1988, December 13, 1988, and December 199 19881 i regarding connector toads between Terry Office Park and the Town Center. I think you will find evidence that cooperation from me has far exceeded the point of reasonableness. If the project now being requested by Mr. Samsel is approved by the Inland Wetlands Agency / Conservation Commission and Planning and Zoning Commission we have a bond in place to ensure a road connector. If Clark Corners is approved, there is a provision on our plans of the Town Center for a connector road. The roadway I question was neither of these as he asserts but rather the additional road across land behind the Bank of South Windsor building lot, across private lots bordering on Deming Street to the proposed roadway from Terry Office Park. We also suggest the Kuehn property which we own (1665 Ellington Road) should have a provision to connect to Clark Corners / Town Center roadway if approved. Whether the cut on Ellington Road is eliminated is another concern to be addressed by Planning and Zoning Commission. We Build Our Reputation His statement asserting no response from me indicating my unwillingness to cooperate seems somewhat unsubstantiated in relationship to the letters I submit to you. We had no reason to be part of the application as he suggests because we had already addressed the issues; it is development on his property, not mine. Thank you for your time and consideration. Sin erely, Richard S. Kell y RSK/ks encl. i INC. • Developers 1744 Ellington Road v Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 /644-8140 February 27, 1989 Mr. John Samsel 152 Deming Street South Windsor, Ct. 06074 Dear John: This is in response to your letter dated February 20, 1989, to Inland Wetlands/Conservation Commission regarding RSK-Kellco, Ins. 's letter to them dated February 15, 1989. 1. Item #3 The interior road connecting Terry Office Park, Town Center and Clark Corners (if approved) is the proposed connector between the properties. Town Center plans, as approved, address this issue. My letter to you dated November 14, 1988, again on December 13, 1988, and a third letter from Storch Associates to the STC indicate I am in agreement with the connecting roadway system if all approvals meet State requirements and result in the Town Center being allowed full occupancy by all agencies. RSK has posted a $100,000 bond with the Town of South Windsor to ensure cooperation. What more cooperation is needed? However, as I have indicated to you, nowhere on Town Center plans is there a roadway around our 65,000 sq. ft. retail building, across private property of others on Deming Street and connecting to the Terry Office Park as you now propose. The issue of any additional roadways must be addressed by several property owners, including the two of us. 2. Item #4 The former Kuehn property at 1665 Ellington Road should be connected to the Town Center - Clark Corners roadway if approved. Th elimination of the present driveway on Ellington Road is not at issue following the same reasoning that allowed you to retain the existing cuts to your properties on Buckland Road. I do believe you received our response as evidence above. As the issue of the roadway you are requesting was addressed in my letters, I feel I had no reason to become a part of your application. We Build Our Reputation We both have much more important things to occupy our time than a continuation of this type of correspondence. As I have suggested before, a piece-meal approach is not the answer. I feel I have bent over back- wards to be cooperative with you. S cerely, 1 Richard S. Kelley RSK/ks CLARK CORNERS ASSOCIATES Richard L. Mahoney 152 Deming Street Melvyn B. Marks South Windsor, CT 06074 Jolin Samsel, Jr. (203) 644-1157 FAX: (203) 644-5992 March 1, 1989 Richard S . Kelley 1744 Ellington Road South Windsor, Connecticut Dear Dick, On February 20, 1989, I sent to you a letter of intent concerning cross easements between Terry Office Park and Town Shopping Center and Town Shopping Center and the proposed Clark Corners. To date I have not received any response. On Tuesday, March 14, 1989, our application for the proposed Clark Corners will be heard at a public hearing of The South Windsor Planing and Zoning Commission. At this time I again ask you if in some way you would want to participate in this application with a letter of intent that I sent to you. Also, two other items for discussion for possible letters of intent would be, 1, the drive and drainage easement from the former Kuehn property, 2. the possibility of a drainage easement from Town Shopping Center to the pro- posed Clark Corners. If you have any questions, please contact myself or Attorney Earl Phillips from the law firm of Robinson and Cole in Hartford. Sincerely, John Samsel, Jr. RSK, INC. Developers 1744 Ellington Road Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8761 / 644-8140 x A March 13, 1989 Y Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, Connecticut 06074 Dear Commissioners: Enclosed are copies of correspondence between John Samsel, Jr. and myself regarding the connector roads between Terry Office Park, Town Center, and Clark Corners for your information. I believe this correspondence should clear up any questions anyone might have regarding my position on agreements and connectors. Yours truly, Richard S. Kelley Enc. We Build Our Reputation F?W1 INC. Developers 1744 Ellington Road Builders South Windsor, CT 06074 • Property Managers Tel: 203-644-8781 / 644-8140 March 13, 1989 Mr. John Samsel, Jr. Samsel Properties 152 Deming Street South Windsor, Ct. 06074 Dear John: At this time I would like to clarify my position regarding connector roads between our properties as follows: I. Terry Office Park/Town Center The approved plan for Town Center by Fuss & O'Neil, last revision date of 4-22-88, pg. SD3, provides for a connector drive running parallel to Buckland Road and connecting at the property line with a drive running between Terry Office Park buildings occupied by First Federal Savings and Prudential Insurance and exiting to Buckland Road. Agreement for this connector was prepared by Attorney Solomen Rerensky but not executed. The connector shown on the plans for Terry Office Park Buckland Road Access by Fuss & O'Neil dated Nov. 88, sheet 1 of 1 and again on landscape and Plot Plan, Terry Office Park by Fuss & O'Neil dated Rev. 12-22-88, She t 2 of 3, is acceptable to me with conditions as stated in my letter to you dated December 13, 1988, with regard to the State Traffic Commissions' approval of this plan. (Copy Enclosed) . To date, the State has made no decision regarding our request. (Copy enclosed Storch Assoc. to State Traffic Commission 12-19-88.) At such time as this connection occurs, my position would be for each property owner to bear the cost of that portion of the connection which occurs on his property. II. Town Center/Clark Corners The approved plan for Town Center, by Fuss & O'Neil, last revision date of 7-21-88, pg. SD 2, provides for a "potential future connector road" parallel to Ellington Road and connecting to a "potential future connection from modified detention basin" as shown on plans for Clark Corners, Topographic Map by Fuss & O'Neil latest revision date of 1-9-89, pg. 4 of 9. It is my understanding based on information provided by Fuss & O'Neil that at such time as these roads are connected, modifications would have to be made to the Town Center detent basin. Is this the easement you make reference to in your letter of March 1? If so, my position would be for us to sit with Fuss & O'Neil when Clark Corners receives final approvals to make plans for the necessary modifications to that detent basin and any other improvements that may b required. It has been my position that I would pay to connect the road to Clark Corners property as shown on my approved Town Center plan. Any further We Build Our Reputation costs, if any imposed because of your additional approvals would not be my responsibility. Cross easements can best be accomplished with a legal document, executed upon the receipt of all approvals; i.e. , Town Center receiving STC. approval for 100% use and Clark Corners receiving IW/CC, P & Z and STC approvals. My previous letters to you and my bond to the Town of South Windsor will certainly be sufficient to declare that there should be no further question regarding my intent to cooperate, there is no need for me to participate in your Clark Corners application currently before IW and P & Z since the plans address development to be conducted on your property only. Any modifications of requirement to Town Center approvals will be addressed by the Planning and Zoning Commission. Sincerely, 14 Richard S. Kelley cc: Marcia Banach, Director of Planning Town of South Windsor Commissioners, Inland Wetlands/Conservation Commission Commissioners, PLanning and Zoning Commission Fuss & O'Neil Engineering, Inc. ROCKY100 OLD FORGE ROAD STORCH P.O. BOX 829 • 1.1. 1-203-529-7727 ASSOCIATES March 13 , 1989 Mr. William Stoeckert Executive Director State Traffic Commission 24 Wolcott dill Road _ Wethersfield, Connecticut 06109 Re: Town Shopping Center South Windsor Certificate No. 802 Dear Mr. Stoeckert: We are requesting in behalf of RSK-Kellco for permission to operate one building within the Town Shopping Center without the completion of offsite widenings required under the certificate issued to RSK-Kellco for this project. The building to be opened on or about April 15th, will house the offices of the Bank of South Windsor and additional general office space. The total floor area of space to be improved is 12,000 square feet with the retail bank occupying 21500 square feet and the remainder general office space. It is estimated this use will generate some 963 trips daily. We 'propose to construct the driveway configuration attached which is substantially the geometrics required of the certificate without the accompanying widening of Route 30. The temporary drive would be operated under stop sign control. Upon issuance of the Encroachment Permit for the project the full improvement would be undertaken and completed this summer. �ycC FED WINK 141989 ' cd State Traffic Commissim ROBBINSVILLE BOSTON FLORHAM PARK MANCHESTER PROVIDENCE JERICHO ROCKY HILL NEW YORK MASSACHUSETTS NEW JERSEY NEW HAMPSHIRE RHODE ISLAND NEW YORK CONNECTICUT CITY NEW JERSEY f STORCH ASSOCIATES Mr. William Stoeckert March 13 , 1989 Page Two We are attaching hereto copies of the projected traffic riveway generation and a 1"=40 ' sketch of the proposed temporary d connection. Should you require additional data, please call. Very truly yours, ORCH ASSOCI E , James W. Ford', P.E. / Partner JWF:cas Attachment Racr 4760 STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Commissioner of Public Safety It-A Department of Transportation Commissioner of Motor Vehicles ow .+,k� 24 Wolcott Hill Road *.P.O. Drawer A _ n,• Wethersfield, Connecticut 06109 Phone : 566-5228 March 16, 1989 RECEIVED Mr. James W. Ford MAR 20 1W9 Storch Associates 100 Old Forge Road SO. WINDSOR PtANNiNG DEPT. P.O. Box 829 . Rocky Hill CT 06067 Re: STC# 132-8903-02 Dear Mr. Ford: - Subject: Town Shopping Center - Certificate No. 802 Town of South Windsor This is to confirm receipt of your letter dated March 13, 1989. The letter, which requests a partial opening of the subject development, will be forwarded to the Bureau of Highways' Office of Traffic Engineering for investigation. Upon completion of the review, a report will be prepared for presentation to the State Traffic Commission. The owner, town officials and you will be advised of the subsequent . action of the Commission. Very trulurs, y o 00, William W. Stoeckert Executive Director _ cc: Chief Gary K. Tyler Mr. Thomas D'Auria Ms. Marcia Banac RSK-Kellco An Equal opportunity Employer STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of p Trans ortation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A •,•N•► Wethersfield, Connecticut 06109 MAR 3 0 1989 Phone : 566-5228 March 27, 1989 RSK-Kellco 1744 Ellington Road South Windsor CT 06074 Dear Sir: Subject: Town Shopping Center Route 30 Town of South Windsor Attached is a copy of Traffic Investigation Report No. 132-8812-02 detailing conditions necessary for the RSK-Kellco to -construct and occupy the entire Town Shopping Center without full compliance to all the conditions of Certificate No. 802. This report is being forwarded to you as a result of the investigation conducted by the Department of Transportation and approval by the State Traffic Commission. Very tr y yo/urrss, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Mr. James Ford Ms. Marcia Banach South Windsor Planning and Zoning An Equal opportunity Employer TRA-10 REV 11187 40 STATE OF CONNECTICUT 13 2-8812-0 2 Report By Richard c ha rd J.. Haight DEPARTMENT OF TRANSPORTATION S.T.C.N0. Date d 3/89 TRAFFIC INVESTIGATION Loc.No. AnthonyC. Ward REPORT TO THE Date to S.T.C. Checked By y . STATE TRAFFIC COMMISSION Date 3/89 TOWN South Windsor Received By S.T.C. LOCATION Date KV 2 1 190 Route 30 and Buckland Road Approved By S.T.C. REQUESTED BY Date MAR z i ises S.M.No. 'RSK-Kel 1 co /. See Previous S.T.C.Report HOW REQUESTED ,Letter No. DATE 12/19/88 _ Executive Secretary Recommendations In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission grant permission to RSK-Kellco to construct and occupy the entire Town Shopping Center without full- compliance to all the conditions of Certificate No. 802. This recommendation is referenced to plans prepared by Fuss & O'Neill , Inc. titled and dated as follows: "Landscape & Plot Pl an - Terry Office Park - Buckland Road- South Windsor, Connecticut,�� Sheet 2 of 3 dated October 1987, and revised March 1, 1989. This recommendation is based on the following conditions: 1. Until such time that the developer of Town Shopping Center gains approval from the Town of South Windsor to construct the site drive on Buckland Road, as shown on referenced plans under Certificate No. 8029 that the connection from Town Shopping Center to the center site drive of Terry Office Park- on Buckland Road satisfy the requirement to provide access to Buckland Road, and that the developer of Town Shopping Center be allowed to proceed with the construction of their full-build development. 2. That the developer construct the connector road between Town Shopping Center and Terry Office Park from the site parking lot southerly to the developer's property limit`s, as shown on the above-referenced plan. BY -02 OFFICE OFTRAFFIC ENGINEERING BUREAU OF HIGHWAYS i - Town of South Windsor STC No. 132-8812-02 Page 2 3. That the developer equitably participate with the -developer of Terry Office Park in the cost of constructing the proposed northbound left-turn lane on Buckland Road at the center site drive to Terry Office Park, as required in Condition No. 1 of State Traffic Commission Report No. 132-8901-02. 4. That all conditions of Certificate No. 802 be complied with except for Condition Nos. 2, 4, 7, & 15 and those portions of Condition Nos. 6 & 20 referring to the access drive on Buckland Road, until such time as the developer gains approval from the Town of South Windsor to construct the site drive on Buckland Road as originally approved under Certificate No. 802. At that time, all conditions of Certificate No. 802 should be complied with. 5. That the entire connector roadway between Town Shopping Center and Terry Office Park be constructed prior to expansion beyond the Phase I Development of Town Shopping Center, as outlined under State Traffic Commission Report No. 132-8803-01. Sergeant Thomas Hart, representing the Legal Traffic Authority for the Town of South Windsor, concurred with the above when contacted on March 20, 1989. ' Mr. James W. Ford, the developer's representative, concurred with the above when contacted on March 20, 1989. REPORT OF FINDINGS TOWN OF SOUTH WINDSOR ROUTE 30 AND BUCKLAND ROAD TOWN SHOPPING CENTER Existing Conditions and Departmental Concerns: RSK-Kellco was originally issued Certificate No. 802 on February 169 1988 for the Town Shopping Center, to be located in the southwest quadrant of the Wapping Five Corners intersection in the Town of South Windsor. The development was to consist of 52,500 square feet of office space, 65,000 square feet of retail space and a 5,000 square foot drive-in bank. Five hundred forty-four parking spaces were to be provided. Access was to be provided by two drives, one located on Route 30 approximately 1000 feet west of Buckland Road and the other on Buckland Road approximately 300 feet south of Route 30. i On February 23, 1989, the South Windsor Planning and Zoning Commission voted against the developer's plan that was approved by . the State Traffic Commission which provided access to Buckland Road. On April 6, 1988 the State Traffic Commission granted RSK-Kellco permission to construct and occupy Phase I of the Town Shopping Center without full compliance to conditions of Certificate No. 802. The Phase I Development of Town Shopping Center is to be limited to 52,000 square feet,of retail space, 24,000 square feet of office space, a 2,500 square foot bank and 375 parking spaces. On June 28, 1988, the South Windsor Planning and Zoning Commission voted to require that a connector road be constructed between the Town Shopping Center and Terry Office Park to provide both developments access to Buckland Road via the center site drive to Terry Office Park. In a December 19, 1988 letter to the State Traffic Commission, RSK-Kellco, through Storch Associates, requested that the proposed connection between the two developments be accepted to functionally provide the same benefits as the proposed access drive on Buckland Road, which was originally approved by the State Traffic Commission in Certificate No. 802. It is, recommended that, -until such time as.,the,-delve Ioper of Town Shopping Center gains approval from the Town of South Windsor to construct the site drive on Buckland Road as originally approved by the State Traffic- Commission, that the connection from Town Shopping Center to the center site drive of Terry Office Park on Buckland, Road satisfy the requirement to provide access to Buckland' Road, and that RSK-Kellco be allowed to proceed with the construction of their full-build development. Condition Nos. 2 & 4 of Certificate Nb. 802 refer to the location and construction of the proposed site drive on Buckland Road, and the maintenance of sight lines from that drive. Condition No. 7 of Certificate No. 802 refers to the closing of the existing drive Report of Findings STC No. 132-8812-02 Page 2 to the Society for Savings Bank and the construction of the proposed site drive on Buckland Road. Condition No. 15 of Certificate No. 802 prohibits left turns out of the proposed site drive on Buckland Road. Condition No. 6 of Certificate No. 802 requires a northbound left-turn lane be provided at the proposed site drive on Buckland Road. Condition No. 20 of Certificate No. 802 requires illumination to be provided at the proposed site drive on Buckland Road. STATE OF CONNECTICUT MEMBERS - TRAFFIC COMMISSION Commissioner of Transportation Department of p Trans ortation Commissioner of Public Safety Commissioner of Motor Vehicles �r� 24 Wolcott Hill Road P.O. Drawer A •"•*w, Wethersfield, Connecticut 06109 Phone : 566-5228 April 4, 1989 RECEIVED APR g 1984 Mr. James Ford S0. WINDSOR PLANNING DEPT.Storch Associates 100 Old Forge Road P.O. Box 829 Rocky Hill CT 06067 Re: STC# 132-8903-02 Dear Mr. Ford: Subject: Town Shopping Center ToWm-o -Sauth Windsor As a result of your March 13,1989 letter requesting a partial opening of the subject development, the enclosed comments detail the additional data required in order for the review to be continued. Should you have any questions with regard to the requested data, please contact Mr. William A. Peace at 566-5120. Seven (7) copies of the data should be forwarded to this office. Very truly yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Ms. Marica Banach RSK-Kellco An Equal Opportunity Employer owN af,c� y r T-o o-P Soa� ?dzn� O � G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 oe•co AREA CODE 203/644-2511 Mr. Richard S. Kelley April 11, 1989 RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 re: Internal Roadway Interconnections - Town Shopping Center Dear Mr. Kelley: The Planning and Zoning Commission is in receipt of your letter dated March 13, 1989 and attached correspondence regarding the completion of connecting roadways between the Town Shopping Center, Terry Office Park, and Clark Corners . The Commission expects that the sections of the interconnections which are located on your property will be completed prior to the issuance of any certificates of occupancy for the main retail facility now under construction. While this Commission will not become involved in any agreements or negotiations which might occur between you and John Samsel, it will expect each property owner to be responsible for ensuring that the road sections on each property are completed in a timely manner regardless of financial arrangements between parties . Thank you for your cooperation. Very truly yours, PLANNING AND ZONING COMMISSION Z 4 L Raymond F. Hallowell Jr. Chairman cc: J. Collins, Chief Building Official J. Iazzetta, Town Engineer PZC File �k 3b t0 C S . � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 �SOR-COS May 911989 EC E D _ R MAY 9 V` Richard Kelley RSK-Kellco Inc. S0. WINDSOR PLANNING KEPT. 1744 Ellington Rd. South Windsor, Ct. 06074 re: temporary occupancy Bank of South Windsor 1695 Ellington Rd. South Windsor Ct. Dear Mr. Kelley, Please be advised that beneficial occupancy is hereby granted for the purpose of a grand opening celebration at the above mentioned bank building erected under Building Permit #17397, to be held May 9, 1989 . No other occupancy is approved at this time, and normal bank business is not to commence until the permanent Certificate of Occupancy has been issued. Sincerely, John R. Collins Chief Bu' f ' ial ,s cc: Marcia Banach, Director of Planning Jerry Iazzetta, Town Engineer TOM OF SOUTH WIMSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name Town Shopping Center P & Z ID Ntmlber Date May 26. 1989 Owner Richard S. Kelley Contractor RSK-Kellco. Inc. CHANGE: (Describe location and nature of change. Include plan/profile of change) . The ToRograRhfc road between Town Shopping Center & Terry Office Park. The plan alan shows proposed revised contours between the Town Shopping Center parking lot and the SamaPl 1„ui1di„I_ known as FF 88.76. Reason for Change: Nby is change required) This change is required to allow the connector road to be built and to eliminate the low spot behind the building known as F.F. 88.76 APPROVALS; (As ired) Town Engineer Date: Design Engin Date: Dir. Public Wbr s Date: l Dir. P1 g '"" Date: 3v pl Owner Date: Other--7 Date: STAFF COMMENTS: CC: Deputy Town Engineer Zoning Enforcement Chief Building Official � R%�KEL.LMINC- Developers 1744 Ellington Road • Builders • Property South Windsor, CT 06074 Managers Tel: 203-644-8761 / 644-8140 May 26, 1989 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT. 06074 RE: Proposed revised grading between Town Center and Terry Office Park building shown as 88.76 on Town Center Topo plan dated 5-26-89 This is to verify that the parties involved agree to the above revision of the connector road and the proposed grading behind building shown as 88.76. The proposed contours on this plan eliminate the low area between the two projects and provide for drainage directly to the existing catch basins shown on the plan. 7 Signed: � Richard S. Kelley Town Center 040� - V• • John 4S. Samsel r. Terry Office Park We Build Our Reputation 01114 8C,( y r T_a aleS ?d&U&10_t o � C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 f R•coc� AREA CODE 203 644-2511 �pso June 16, 1989 RSK-Kel l co 1744 Ellington Road South Windsor, CT 06074 Re: Application #88-36P - Office Building, Ole mapping Center Dear Madam/Sir: At the June 12, 1989 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a one year extension of Application #88-36P with all original conditions. In addition to the original conditions you are also required to contact John McCahill, Zoning/Wetlands Enforcement Officer (644- 2511, x229) immediately upon approval notification. This is to re- confirm the contact person for the site and establish a site visit with that person to verify all erosion and sedimentation control measures are in place according to the plan. Application #88-36P becomes effective June 20, 1989 and expires on June 20, 1990. Ve truly yours, i J n M. Moran, Jr. , Chairma Inland Wetlands Agency/ Conservation Commission odmir. /pmm cc:John E. McCahill, Zoning/Wetlands Enforcement Officer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Raymond Hallowell, Chairman, PZC Jerry Iazzetta, Town Engineer Enclosure ~ � ga� ?d&U&0t at _ '� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �`� ��' AREA CODE 203 644-25U hpsot�Coc� 15 September 1999 Mr. Robert Tworkowski State Traffic Commission Connecticut Dept. of Transportation P. O. Drawer A Wethersfield, CT 06109 Dear Mr. Tworkowski: re': Down Shopping Center, STC Certificate #802 Terry Office Park, N #920 Please be advised that the Planning and Zoning Commission discussed the widening of Buckland Road associated with the ., above-referenced projects at its September 12, 1989 meeting' The Commission concurred with Town Staff's request that the Buckland Road widenings associated with these two developments be constructed at the same time that the Town's 5-Corners interim improvements are constructed. Our current schedule anticipates start of construction in late spring, 1990 . We will be working closely with the two developers to coordinate our construction projects. We request that the State Traffic %Commission allow the two referenced developments to operate prior ' to completion of road improvements to Buckland Road, provided that all other State and Town requirements are completed prior to issuance of certificates of occupancy. Very truly yours, lwut-e�� et Marcia A. Banach Director of Planning cc: M. Gantick, Director of Public Works J. Iazzetta, Town Engineer R. Kelley, RSK-Kellco, Inc. J. Samsel, Jr. -t i ;t so� C = 0 ?O&U&16t 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 1'pSpR.Cpta 7 15 September 1989 Mr. Richard Kelley -� RSK-Kellco, Inc. A 1744 Ellington Road South Windsor, CT 06074 Rl� Dear Mr• Kelley: " re: Town Shopping Center/Buckland Rd.' Widening Please be advised that the Planning and Zoning Commission discussed the above-referenced road widening at its September 12, } 1989 meeting. The Commission concurred with Town Staff s request to allow the Buckland Road widening associated with both Town Shopping Center and Terry office Park to be accomplished ccomlis edCat the . same time the Town constructs interim improvements The Town's current schedule anticipates construction beginning in late Spring, 1990. The Commission has required, as a condition of its assent, that a ' cash bond equivalent to the cost of construction be posted with ` the Town prior to issuance of certificates of occupancy which are �., associated with the road .improvements. AThank you for your willingness tto cooperate on this project in a + ` manner which will benefit the entire community. Very truly yours, " 14 Marcia A. Banach Director of Planning cc: M. Gantick, Director of Public Works -y J. Iazzetta, Town -Engineer r : a -3 b STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department Tr i r of Public Safety � ep t of Transportation ales 24 Wolcott Hill Road P.O. Drawer A 0 ►.""` � Wethersfield, Connecticut 06109 F` Phone : 566-5228 4 0", October 26, iib 1'►�a .;- T LaT1IP.� r,,Q RSK-Kellco RECEIVED 1744 Ellington Road South Windsor CT 06074 OCT 30 1994 Dear Sir: $0. WINDSOR PLANNING DEPTb Subject: Town Shopping Center Route 30 Town of South Windsor Attached is a copy of Traffic Investigation Report No. 132-8909-02 detailing revised conditions of Certificate No. 802 which is being forwarded to you as a result of the investigation conducted by the Department of Transportation and approval by the State Traffic Commission. Very truly yours, w William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Planning & Zoning Commission Ms. Marcia Banach Mr. Daniel W. O'Neill Mr. David Spear An Equal Opportunity Employer TRA-10 REV 11187 STATE OFCONNECTICUT S.T.C. No. 132-89n9-02 Report By Richard J. Hdl Qht DEPARTMENT OF TRANSPORTATION Date 10/89 TRAFFIC INVESTIGATION Loc. No. Anthony C. Ward REPORT TO THE Date to S.T.C. OCT 16 19H Checked By STATE TRAFFIC COMMISSION Date 10/89 TOWN South Windsor Received By S.T.C. LOCATION Route 30 and Date OCT 16 1989 Buckland Road Approved By S.T.C. REQUESTED BY Date OCT 18 I89 S.M. No. Marcia A. Banach S. Windsor Dir. of Planning See Previous S.T.C. Report HOW REQUESTED Letter • No. DATE 9/15/89 Executive Secretary Recommendations It is recommended that the State Traffic Commission grant permission to RSK-Kellco to construct and occupy the entire Town Shopping Center without full compliance to conditions of Certificate No. 802. This recommendation is based on the following conditions: 1. That all conditions of Certificate No. 802, including those added for the amended certificate outlined in State Traffic Commission Report No. 132-8812-02 be complied with except for condition No. 6 of Certificate No. 802 referring to the widening of Buckland Road at the Wapping Five-Corner intersection. 2. That condition No. 6 of Certificate No. 802 referring to the widening of Buckland Road at the Wapping Five-Corner intersection be completed at the direction of the Town in conjunction with the Town's interim improvement project at the intersection. Ms. Marcia A. Banach, representing the Legal Traffic Authority for the Town of South Windsor, concurred with the above when contacted on October 129 1989. Mr. James W. Ford, the developer's representative, concurred with the above when contacted on October 12, 1989. BY,2 � O FFICE OF TRAFFIC ENGINEERING BUREAU OF HIGHWAYS r - Report of Findings Town of South Windsor F Town Shopping Center Route 30 and Buckland Road Existing Conditions and Departmental Concerns: As a condition-of Certificate No. 802, issued to RSK-Kellco for Town Shopping Center, the developer was required to widen Buckland Road to provide for a northbound left-turn lane and additional two-lane northbound storage at the Wapping Five-Corner intersection. In providing the required widening, the developer must relocate several utility poles. The Town of South Windsor is currently in the process of designing an interim improvement project for the Wapping Five-Corners intersection which will also require utility pole relocation. The project is currently scheduled for start of construction in late spring 1990. In order to prevent any duplication of utility relocation, SNET, the developer, and the Town have requested that the developer's widening be done at the same time as the Five-Corners construction project. Buckland Road is a Town-owned roadway, and the requirement for the northbound left-turn lane and additional two-lane northbound storage came at the Town's request. Therefore, since the Town has requested that the develop- ment be allowed to operate prior to the completion of the above-mentioned roadway improvements, and that they be constructed at the same time as the Five-Corners interim improvements, it is recommended that the entire development be allowed to operate without full compliance of Certificate No. 802, as outlined previously. 3 6 �A0'ON Sfgt '9 rA �- O-Ps ?d&U&10-t s v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 OR•Clo AREA CODE 203 644-2511 January 3, 1990 Mr. Richard S. Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: re: Buckland Road Widening As you know, the Planning and Zoning Commission agreed during its September 12, 1989 meeting to allow the Buckland Road widening associated with both Terry Office Park and the Town Shopping Center to be accomplished at the same time the Town constructs interim improvements to 5-Corners. A condition of that concurrence was the posting of a cash bond equivalent to the cost of construction prior to issuance of certificates of occupancy for your new buildings. To date, such bond has not been posted with the Town. This could create a difficult situation for all of us when certificates of occupancy are requested. Please contact me when you receive this letter so we can discuss the fulfillment of the bond requirement. Thank you for your cooperation. Very truly yours, Marcia A. Banach Director of Planning :rt cc: M. Gantick, Director-of-Public Works J. Iazzetta, Town Engineer J. Collins, Chief Building Official .#� ® RSK,� INC. Developers 1744 Ellington Road • Builders South Windsor, CT 06074 Property Tel: 203-644-8761 / 644-8140 Managers RECEIVED / FEB 2d 1990 February 26, 1990 30. WINDSOR PLANNING DEPL Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 Attn: Marcia A. Banach - Director of Planing Michael Gantick - Director of Public Works Jerry Iazzetta - Town Engineer Re: Town Center/Buckland Road Widening Please accept this correspondence as my response to your request to allow the Buckland Road widening associated with Town Center to be accomplished at the same time the Town constructs interim improvements to Five-Corners. RSK-Kellco, Inc. is in agreement to provide a cash bond to the Town of South Windsor as long as our share does ne t exceed cons dwhationat it would cost us to do the same work. We also requ be given to the fact that if we did this work, as per approved print, it would require more individual concentration of work to be performed because much of the work has to be done in a smaller area requiring extensive labor and is not in relationship to a larger area being worked on with larger equipment. Our cash bond would ,include all work we would have completed with all prices requested from our sub-contractors, and others, for work as approved on Town Center Plans by Planning & Zoning Commission. $ 3 , 119.94 1. SNET - Relocate poles P.52 - P.55 and shift telephone service cables. $ 7,390.50 2 . CUP - Relocate wires on 4 poles. $28, 000.00 3 . Slater Construction Company, Inc. - Work to include: a. Relocate hydrant. b. Demo existing catch basin and install new basin. c. Strip and stockpile topsoil. d. Remove material to sub-grade. e. Install U-Drain and fabric. We Build Our Reputation f. Place 30" base material in lifts and compact. g. Remove curb and pavement. h. Replace topsoil. $13 , 140.00 4. Roncari - Pave widening as per print. Complete paving, materials and curbing. Approximately 240 tons of amesite and 570' of curbing. ' $51, 650.44 Total monies to complete work as per approved print. n rely, Richard S. Kalley RSK:ks rA Tio aps W&Uaat w 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l��soe•co AREA CODE 203/644-2511 March 7, 1990 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Town Shopping Center - Bond In response to Ms. Michele Lipe's memo of February 28, 1990, we have prepared an estimate of the work Town Shopping Center was required to do on Buckland Road. The estimate was based upon the traffic pattern drawing showing the widening. This drawing did not have any standard cross section upon which to base our estimates and hence some assumptions were made. The estimate is based upon 1990 costs and a 25% factor for contigencies. If this widening is to be delayed several years, the monies estimated will probably not be sufficient. Based upon the above, it is recommended that bond amount be set at $55,000. We attach a copy of our estimate for your information. PROJECT: r BOND ESTIMATE FORM r -STREET: 1990 CALENDAR YEAR P&Z I.D. : S� s ENGINEER: D DATE: 3-7- 90 Unit Item Description Unit Quantity Price Cost 1. clearing & Grubbing LS 2. Strip & Stockpile Topsoil CY g 2.00 / 3. Earth Excavation (Excluding Roadway & Trench) CY 10.00 4. Roadway Excavation CY 12.00 5. Earth Trench Excavation 0-4 CY 10.00 6 . Earth Trench Excavation 0-10 CY 12.00 7 . Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9. Roadway Excavation (Rock) CY 50.00 10. Rock Trench Excavation 0-4 CY - 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Subgrade Sy 1.50 15. Subbase Gravel CY 15,00 16. Processed Aggregate TONS 16.00 17 . Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19 . " Bituminous Concrete (Class I) TONS 45.00 20. " Bituminous Concrete (Class II) -----------_TONS___ _ 50.00 21. Six inch Asphalt Lip Curbing LF 600 2.50 22. Road Widening Complete Sy 8 16 -2e-.H 0410A 00 1So� TD ace...,� � ��&sc P3,.,eNrtir * Varies Sub-Total $ Page Unit Item Description Unit Quantity Price Cost 23, Concrete Sidewalk 4 ' Wide LF 20.00 24. 25. 26 . 27 . 28. STORM DRAINAGE SYSTEM COMPONENTS 29 . 60" RCP Class In Place LF 130.00 30. 54" RCP Class In Place LF 100.00 31. 48" RCP Class In Place LF 75 .00 32. 42" RCP Class In Place LF 65 .00 33. 36" RCP Class In Place LF 60.00 34 . 30" RCP Class In Place LF 50.00 35. 24" RCP Class In Place LF 42.00 36 . 21" RCP Class In Place LF 40.00 37 . 18" RCP Class In Place LF 35 . 00 38. 15" RCP Class In Place LF 30.00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF C4' 15.00 _ 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP 41. Modified Riprap CY 45 .00 42. Intermediate Riprap CY 45 .00 43. Standard Ri ra CY 45.00 Page 2. Sub-Total $ �U Unit Item Description Unit Quantity Price Cost DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 1200.00 � 45. Type "C" Double Grate EA 2000.00 46 . Type "C-L" Catch Basin EA 1200.00 47. Manhole EA 1500.00 48. Manhole With Drop Inlet EA 2500.00 49 . Manhole Over Ten Feet EA 2000.00 50. Headwall EA 51. Endwall EA 52. ' X Box Culvert LF 53. 15" Flared End EA 350.00 54. 18" Flared End EA 400.00 55. 24" Flared End EA 500:00 56 . 36" Flared End EA 850.00 57 . 58. 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF 37.00 62. 8" PVC In P1ace 'SDR 35 LF 35.00 63. 6" PVC In Place SDR 35 LF 30.00 * Varies Page 3 Sub-Total Umit Item Description Unit Quantitv Price Cost SANITARY SEWER STRUCTURES 64. Sanitary Manhol EA 1500.00 65. Sanitary Manhole w/Drop Inlet EA 2500.00 66 . Sanitary Manhole over 10 FT. EA 2000.00 67 . 68. 69 . 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fenc e: EA 73. Guide Rail e: EA 74. End Anchorage e: EA 75. Guide Post EA 100.00 76 . Pavement Marking LF 1.50 77 . Street Signs EA 75.00 78. Traffic Signs EA 75.00 79 . Street Lights EA 1000.00 80. Furnishin /Placin Topsoil SY S�.SS� 2.50 /3 0 81. Fertilizing, Seeding and Mulching SY S� 2.50 13-"9 82. Trees EA 150.00 83. Maintenance/Protection of Traffic LS * o U * Varies � �gv Page 4. Sub-Total $ Unit Item Description Unit Quantitv Price Cost 84 . Construction Staking LS 85. As-Builts LS 86. Iron Pins EA 100.00 87 . Concrete Monuments EA 250.00 EROSION CONTROL 88. Ha bales/Silt Fencing LF 4.00 89. Calcium for Dust Control TON 600.00 90. Sedimentation Ponds CY 50.00 91. Maintenance of Erosion and Sedimentation LS 92. 93. Sub-Total Page 1 $ Z3 S 32 Sub-Total Page 2 $ S?ov Sub-Total Page 3 $ 19400 Sub-Total Page 4 $ .4700 Sub-Total Page 5 $ 25% Contingencies x Sub-Total: TOTAL o 390 1 * Varies �r-�-3 0 Pag 5. tow" SEA Y Tio Ole ?d&U&Ot 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 soe•co AREA CODE 203/644-2511 March 21, 1990 Mr. Richard S. Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: re: Appl. #88-36P, Town Shopping Center Please be advised that the Planning and Zoning Commission voted on March 21, 1990 to establish a bond in the amount of $55,000 for roadwork at the above-referenced project. A cash bond in this amount must be posted prior to any occupancy of the Town Shopping Center. Your prompt attention to this matter will be greatly appreciated. Very truly yours, PLANNING AND ZONING COMMISSION Louise C. Evans Chairman :rt cc: J. Iazzetta, Town Engineer 04; Banach, Director of Planning C File C ~ TlaWn 0-1 � �• e � �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 e•co AREA CODE 203/644-2511 March 22, 1990 Mr. Bruce Kelley RSR-Kellco 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Application #87-436 - Town Center At the March 19, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with modifications Application #87-436 - IWA/CC permit for the construction of commercial buildings on property located on the westerly side of Buckland Road and southerly side of Ellington Road, RC zone as shown on plans prepared by Fuss & O'Neill, project #85-489A, dated December 15, 1986 and revised January 9, 1987; March 1, 1988; April 22, 1988,and July 21, 1988. 1 . Two blueprint copies of the entire set of plans, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for one year and shall expire on March 19, 1991 . 5. All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans. RSR-Rellco, Town Center Page Two March 22, 1990 Application #87-436 7 . All original approval conditions shall apply to this approval. truly yours, es A. Lombardi, Chairman Inland Wetlands Agency/ Conservation Commission JAL/pmm cc: Jerry C. Iazzetta, Town Engineer Marcia A.Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission �-- Fuss & O'Neill, 146 Hartford Road, Manchester -- - RECEIVED lUgN OF SULMI WINDSOR MAY 16. M S'r11EF SITE UVHZ FOR SIZE & SUBDIVISION K WINDSOR PLANNING DERL ';QiER11L; Site Name Town Shopin Center .. P & Z ID thmber - Date 5/16/90 owner Richard S. Kelley Contractor RSK-Kellcp, Inc. J&H Slater (,11MIGE: (Describe location and nature of chatyge. Include plan/prof ile of change) . Extend flared end #111. 8 fee to�Lopa from the hnt tam of rbe detent to the sidewalk along E Reason for Change: (Wily is change required) The slope is too steep with the placement of the flared end nt, it, PxjqtJng IM-2tiOR to the 11PPFtf3V11L,S: (As Requ'red) Date Town Engineer Date: Design Engineer Date: Dir. Pub 1 is Work Date: d Dir. Planning Date: g Owner Date: Other S`rAFF VA-11 r CC: Deputy Town Engineer Zoning Enforcement Chief Building Official 'K' 'r"_..yr;•,.+r rySV ,..� ,, - � .. . a-• ,.: ''�YY•I�;,"4'4: •c .. �, . n y..-y,.,, , . .r •A. dV.* RECEIVE X TOWN OF SOUTH WINDSOR AUG 7 1990 STAFF SITE CHANGE FOR SITE & SUBVIVISION S0. WINDSOR PLANNING DEPT. GENERAL: CHANGE ORDER CONTACT PERSON Bruce Kelley Phone No. 644-8761 Address 1744 Ellington Road, South Win0sor, Ct. Site Name Town Shopping Center P&Z No. Owner RSK-Kellco, Inc. Phone No. 644-8761. Contractor RSK--Kellco, Inc. Signature of Owner F �_-c,� r` ( E Date: �/ U �� � � Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include three (3) copies of plan/profile of Change. ) kv.duce. .cif SIZE: of Lcie buildi i�, r:nuwu as 1751 frum 1 1, ,500 sq. ft. Lo a 8,_.()C; scj. building. The iooL pj:illt of the f1751 bu:Llding i_3 601 it. by; 138 ft. The _floor (,)i. tho. build sub is iU1.`+ i11SL,.ad of 103L.0. she Lwo handicap parkin€ spact,> ark., i-ov(I �ro:n the froat door to the. wort end o" the bui?di ie. Reason for Change: (Why is change required) :,pv_Cji1.0 bt_tL"r ti;iaC{1at !Jt_+_Wd'.E:"_ tit: pr1l�Cli r S_CT t,:Ca ' _. APPROVALS: (As Required) , Dir.. Of Plannindq%1,te 1r�c, Imo/)r'!.r_: -. _ Date: �~ " Town Engineer Date: Dir.. of Public Works, , %,� :,� �: ,�`_�•�" L_.�-� Date 6 Other: Date: STAFF COMMENTS: { f ;F White - Town Engineer Pink - Director of Planning Yellow - Applicant C � ce a � 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 f AREA CODE 203/644-2511 �osOe•coe� 1 MEMORANDUM October 4, 1990 TO: Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: BOND REDUCTIONS/RELEASES The recommended bond reductions are listing below: APPL. # SITE PRESENT BOND RECOMMENDED REMAINING AMOUNT BOND REDUCTION BOND BALANCE 187-346 Town Center $209000.00 $15,000.00 $5,000.00 r T-awn 01 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•C AREA CODE 203/644-2511 ,�OSOO� October 23, 1990 Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the October 23, 1990 meeting of the Inland Wetlands Ag ncy/Conservation Commission, it was voted to reduce the following bond: Application #87-346, Town Center - reduce bond in the amount of $20,000.00 to $5,000.00. V ry truly yours, i Eliza th A. Warren, Vice Chairpers n Inland Wetlands Agency/Conservatio Commission EAW/pmm cc: Marcia A. Banach, Director of Planning Jerry Iazzetta, Town Engineer Michele Lipe, Ass't Planner/Analyst _t.i"=ii""_1{� lTonei2031244_5000�i:� —' Teieic6813218or'6813219ti -� saver Back:CBT HFD„ _ --i' -SwiftCBTHUS33-'_---• _ _- Iritertiatiorial� -_i��__.. i _ .� :- =��, _ —._ Documentary Services,Cr HMT�C08Z' _ _ _ _ One Constifution Plaza Hartford,CT 06115-1600 -_7- DATE OF AMENDMENT: NOVEMBER 21 , 1990 AMENDMENT TO LETTER OF CREDIT NO. : CS1000042 PLACE AND DATE OF ISSUE: HARTFORD ON JUNE 7 , 1989 APPLICANT: RSK-KELLCO , INC. 1744 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 BENEFICIARY: PLANNING & ZONING COMMISSION TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE _ SOUTH WINDSOR, CT 06074 THE ABOVE MENTIONED CREDIT IS AMENDED AS FOLLOWS: THE AMOUNT OF THIS CREDIT HAS BEEN DECREASED BY USD 15 ,000 . 00 . THE AMOUNT OF THE CREDIT ISSUED NOW TOTALS UP TO USD 10 ,000 . 00 . THE DATE OF EXPIRY IS AMENDED TO NOVEMBER 26 , 1991 . ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED. EXCEPT AS OTHERWISE EXPRESSLY STATED HEREIN, THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS ( 1983 REVISION, INTERNATIONAL CHAMBER OF COMMERCE , PUBLICATION NUMBER 400) AND ENGAGES US IN ACCORDANCE WITH ITS TERMS. AUTHORIZED SIGNATURE THIS DOCUMENT CONSISTS OF 1 PAGE(S) . 11617 1/89 - VT ' z .. .� 'a. .r ... ..- -ry1 - -`•.+,.. ..0 -..'r' ...'..- .•y. ••-- •,N.. - •^ .... _..r•^.... '. ,••.. ....+ "a. •..-,- e ,.. .n•.-•__- ._ . _. _. • • _'4' ---" a .-- _.� .. -.• .•-•f� .116171/89 '- STATE OF CONNECTICUT MEMBERS i !%i Commissioner of Transportation r TRAFFIC COMMISSION Commissioner of Public Safety � Departnww of Traiisportatlo11 Commissioner of Motor Vehicles r "trcrr 24 Wolcott Hill Road•P.O. Drawer A Wethersfield, Connecticut 06109-0801 Phone: 566-5228 RE APR March 28, 1991 SO. WINDSOR PLANNING DEPT,. RSK-Kellco 1744 Ellington Road South Windsor CT 06074 Dear Sir: Subject: Certificate No. 802 Town Shopping Center Town of South Windsor As a requirement of Certificate No. 802, conditions No 8 and 9, the developer is required to deed land to the state along the south side of Route 30 and to the town on the west side of Buckland Street. To date, the Department's Office of Rights of Way has not received the necessary data for the transfer of property to the State of Connecticut. Due to State Project 132-102 being planned for five-corners , it is essential that the necessary steps be taken to have the property conveyed to the State of Connecticut at an early date. Enclosed is a copy of the procedure to follow for the transfer of property. Please advise this office of the time frame for completing these requirements. Very trulX yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Ms. Marcia Banach-./ Mr. Michael J. Gantick An Equal Opportunity Employer Printed ton rec;{•cled ur recovered raper y r T-awl', Cl/ Sou& ?d&uaot o � C V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 f��SOaIt.c AREA CODE 203/644-2511 April 24, 1991 Mr. Richard Kelley RSK-KELLCO 1744 Ellington Road South Windsor, Ct 06074 Re: $1, 000, 000 Liability Insurance Policy for Lakewood, Windshire Abbe, Town Center, and Morgan Farms Dear Mr. Kelley: Please be advised that your insurance policy filed with the Town of South Windsor Planning and Zoning Commission will be expiring on 5/l/91 . It is imperative that we receive a renewal indicating continuous coverage of the Town immediately (per Subdivision Regulations Section 3 . 2 .a and/or Zoning Regulations 4 . 13 . 4) . Your prompt attention is greatly appreciated. Very Truly Yours, Michele R. Lipe Assistant Planner ml i t I RINC. • Developers 1744 Ellington Road Builders Property South Windsor, CT 06074 Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 I;c � October 3, 1991 WT 4 ESil South Windsor INLAND WETLANDS AGENCY► CONURVATION COMMISSION r Michelle Lipe, Asst. Planner Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Ms. Lipe: Re: Town Center Bonding As our Letters of Credit on the above project are expiring on November 26, 1991, we hereby request that you do a site evaluation at your earliest convenience with the hope that the bonds may be reduced or eliminated. Thank you in advance. Sincerely, C&I/-L U r Carol S. Kelley Secretary Mic�+s1 e ; 1� bo�► -for UM 1m&4C*L w►4i%- Sni I Q,�os:o� Q,•.tl P ; 000 +.N ock. Ig90 . Gvn-�r.1 wc�„y ncd�►c tc� �� Isz o,o0 0 -� s, Tj-L P4xvk►4r for Ug-+ •34L 15 .SJ-:1t val-ck A, +j'k bo..cl iS C-ev:ccj -For oA *,K� (set We Build Our Reputation 0 0,3co twNat4 T10 OPs ?40&U/46at C � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 .CO AREA CODE 203/644-2511 18 October 1991 Mr. Richard S. Kelley, President RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: re: Town Shopping Center Landscaping Bond This is to advise that the Planning and Zoning Commission voted on 15 October 1991 to reduce the landscaping bond to $7,500 . Please forward an amendment showing this revision as soon as possible. Thank you. Very truly yours, PLANNING & ZONING COMMISSION Louise C. Evans Chairman cc: M. Banach, Director of Planning i i i i o � /C V 1540 SULLIVAN AVENUE ° SOUTH WINDSOR. CONN. 06074 �tioso t-coy, AREA CODE 203/644-2511 February 11, 1992 Carol Kelley RSK-Kell co, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mrs. Kelley: Re: Application #87-436, Town Center At the February 10, 1992 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of Application #87-436 with all original and standard conditions. Application #87-436 expires on March 19, 1995. Very truly yours, Elizabeth A. Warren, Chairman Inland Wetlands Agency/ Conservation Commission EAW/pmm cc: Director of Planning Planning & Zoning Commission Town Engineer AX_ R!SK�KEI Developers • Builders 1744 Ellington Road • Property South Windsor, CT 06074 Managers Tel: 203-644-8761 / 644-8140 Fax: 203-644-5650 June 29, 1992 D JON 29 M2 Ms. Michelle Lipe Assistant Planner South Windsor 1540 Sullivan Avenue ?1Upjag & Z4ttjfl� commission South Windsor, CT 06074 Dear Ms. Lipe: RE: Town Center Landscaping Bond Per our conversation, I hereby request that an inspection of the landscaping at 1751 Ellington Road-Prudential Insurance building- be done in order that the bond may be eliminated. The building has been occupied since September 1991 and the landscaping has been through a growing season at this point. Thanks in advance. Sincerely, Carol S. Kelle We Build Our Reputation t N tt ~ T-a OleSau� ?O&U&ot 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 July 29, 1992 Richard S. Kelley RSK-Kellco, Inc. 1744 Ellington Road South Windsor, CT 06074 Dear Mr. Kelley: Re: Town Shopping Center - Application #88-36P This is to advise that the Planning and Zoning Commission voted on - July 28, 1992 to reduce the landscaping bond to $3,000 . 00. Please forward an amendment showing this revision as soon as possible. Thank you. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm JOB .� ••i1 •. r � ;ga ry ,;m 1Y.[=a.i' w:.:,, Y.�� � KEYES ASSOCIATES _ ` . j of -`� SHEET NO. ; � NL„ ArchitectsJ/Engineers/Planners CALCULATED DATE ' LINCOLN, RI 62865 (401) 333-0100 WALTHAM, MA 02154 (617) 893-2110 CHECKED BY DATE WETHERSFIELD, CT 06109 (203) 563-2341 SCALE 7—Q ��Q9DD/-� ��✓Jrs'T/G'�c'' D C?4- — /� �� ` 'SCE= 90�%•a e �' ���o0/S- �'L,4�8 7 •�.T �iJ Cf•.�T� - /f�•�'f�}��tJ S,��'G�ov � .7/,5��•J J a7'e :C a- r A I" i )( /0 ZY 4� z7= �• a 9 ;'° of ,2 . V .....:............d .....p .................•.. ... .. ... ...... ... .... .... ..... ... .............. .. 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'`�_, °• y - -• -.� .. ys ,,.«..,, .. � - � ' -` '>�:1ff � r '�54 •t�ip�'�bJ''� _.., -� sr', �• � L�E� �i,: ��°�'. � ����--:p t jai ...'"KlN,��>�J� _ .r,;.• ,� ^T ,•• _ ,KEYES ASSOCIATES - SHEET NO. `� OF ;�2 Architects/Engineers/Planners CALCULATED BY A,, l DATE LINCOLN, RI 02865 (401) 333-01M WALTHAM, MA 02154 (617) 893-2110 CHECKED BY DATE WETHERSFIELD, CT 06109 (203) 563-2341 SCALE Ty �. - CA:zY� r °. ...... ...... : . .. : .... .. 1..........j. ...................:...........0....... .. ........ .. ..... ... .. .. ..... .... .. ...... .. ... .. ... .... ... � ...... ......... .........�.......... ........3.............r...........j........:.. ......J..........p... .....:.... .. ...... .. ......... ........J........j........ .. .... ........j. ....... .... ....j...................J.... ..t........ .......••............. .................... ....... 1 ...J.. .j.. i i ..: .;.. ... j .... ...... ..... ...... ... ..... ....... .. .... ... ...... ...... .... ...... ...._. .... ...... .......................I..........._..........i 5............0..........j........................f........p........ ..... .. ... .... t.............. i .... .i.. n f � � i i • i i I - f i oYY4 MEL Q1"•.To 0R rIlYli 1 VLL RE I9YlILL.TNIYY r -r.y. .�...� ^ .. ....,.1..-. •,••,-e,a.-w v .N • r-..{ "' ..�N L •",.v,. i e„ ,�5� '��tq`�,µ„�{�,y� c�a:r:: M> ... ti• ���- ';� _ _ ,.:'z� w �rY��' ����sf+�aiK�,Ki[MI-Y�C'�+!ri�` i, - ����.�..•�-_���� - . - _ .._ .._..� � e�•��'—� .. � "_w-„A�. - aT'it �9 �. .. �u�.^..+�'.w��t±b., BOND :ESTIMATE FORM .. , .. PROJECT• STREET: P&Z I.D. : ENGINEER: DATE: Unit Item Description Unit Quantity Price Cost �•, 1. Clearing & Grubbing LS 2. Strip & Stockpile Topsoil CY scE Sovp 3. -f- Earth Excavation ,� -(Excluding Roadway & Trench)-- CY 6 606 2.S''p /704 . o 4. -* Roadway Excavation CY N Ct_voGc ,4 �aU�� �' d9eTk _C: Z�02•a' 5. Earth Trench Excavation 0-4 CY 6 . Earth Trench Excavation 0-10 CY 7 . Earth Trench Excavation 0-15 CY 8 . Earth Trench Excavation 0-20 CY 9 . Roadway Excavation (Rock) CY 10. Rock Trench Excavation 0-4 CY 11. Rock Trench Excavation 0-10 CY 12. Rock Trench Excavation 0-15 CY 13. Rock Trench Excavation 0-20 CY 14. Formation of Subgrade SY 15. Subbase Gravel CY ��� 7•o o 16. Processed Aggregate TONS 17 . Common Borrow CY 18. Gravel Borrow CY 19 . Bituminous Concrete (Class I) TONS 20. Bituminous Concrete z z.s'l ���,y 79 07. a¢ (Class 4-f)4. TONS - `� _ 0&), 21. Six inch Asphalt Li* Curbing LF i 0 O 22. Road Widening Complete SY * Varies Sub-Totalhit `"1��: �i2�"t5�'fi _ `'q._.}_.K*r,.u�.w,�. ..�.Y i - _ .. .. . -.. _ �`,.�r�.6'S?�:4•d:.Y!� "--`.*.;,,,as4..•ty'ln r!''„ "",°r�K _o,.c�.�,,,,r".^..-'t'-�'�:a. 'r �r��XS�„;�J ., .. .., ._ - - " -_ l,- .`......< .. _.. _. ",+.s,.H.�..d,-",ag�r. .-,. 4; .. �". .. - �.ai✓�;�°.R�.�ti,.:-�'•d�3P'.�a�•f3ttv& `�, A>w;•»t.-, .tiR R�� '.v„yA �. �' `yy, ,4�.^�'..;,�.} .-w,k}:r w. .-w,�`�, .Rr�q�-tp.—,....x9�,.1"�.,F....�µ:,�w.a..�gk."r'.:-,'+:er.:� '�xt° - • �9 { it+:.—n;may- E�i�e row en•;•q�,.• ..'�;w.;.wi:,:l'e: :.,at "'i.,,. - ._,`-r:."i,,h.a'+u,� :.,a.....��.,s..�' ,ti�.��? �.,, - .� �,+�.f' �i��� �. `'�- '�` $j�'. asiiSYAt.F4e�?1�e:,..�,�'ry�i7`•..� e".c��.E.r1-i+s�6. �� _x•-.�o�+s�...,�. .��":��.4�ia'�..�i.,�-ate �4 al.w�.�:rn-w�� "�'•-. -- ,- ..r- BOND EA 'FORM STIMTE Unit Item cDescription Unit Quantity Pric Cost A _ 23. Concret Sidewalk 4 Wide LF 24. 25. 26 . 27 . 28. J STORM DRAINAGE SYSTEM COMPONENTS 29. 60" RCP Class In Place LF 30. 54" RCP Class In Place LF 31. 48" RCP Class In Place LF 32. 42" RCP Class In Place LF 33. 36" RCP Class In Place LF 34 . 30" RCP Class In Place LF 35. 24" RCP Class In Place LF 36 . 21" RCP Class In Place LF (37 . 18" RCP, Class In Place LF , 2 4f a S 4' /2 ovo 38. 15" RCP Class In Place LF UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 40. 8" PVC SDR 35 In Place LF RIPRAP 41. Modified Riprap CY - 42. Intermediate Riprap CY 43. Standard Riprap CY a R .�,Pag a 2. Sub-Total +y�.,a1Y t Z als.ta yA + ti �„�.'.:,,•.,• ,. `�. - .- - r _ , w. • ' !k`..'c7!�%� � $N.� �,..n.:_ .`�� .,.-�,w +.rm_.�a��r�- �=a'Yy���•�^ .a�d'•+�.'.-` r ...� y,•:.. .. ..�. ar,v.,.. _, �r -...._ _ PRO _ 'IMATE FORMBONI ST _ ;ate:r _. ti.w F_.�..:`,�•�.�,;)_'��1.e..r-�^r.fs. _ ` ,•A• r'f��;ryY'�'y. :,it.' :YMk'-'� ".!�L.�1;+'",Y..r`Cl;'.f�a;s re..+ .. sc ,w.: �:Sv.• � ..Y-t,-,_.� .... �- 'f. ,- �., n�t �.a�.. _. ,..- . item' Quantity Price Cost DRAINAGE STRUCTURES a-o 44. Type "C" Catch Basin EA YcQG Fee 45. Type "C" Double Grate EA 46 . Type "C-L" Catch Basin EA (L47. Manhole (ASk 56LVXIVkIrY EA 48. Manhole With Drop Inlet EA 49 . Manhole Over Ten Feet EA 50. Headwall EA 51 . Endwall EA 52. ' X Box Culvert LF 53. 15" Flared End EA 54. 18" Flared End EA 55. 24" Flared End EA 56 . 36" Flared End EA 57. ,'58 Gov ll� 59 . SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 61. 10" PVC In Place SDR 35 LF 62. 8" PVC In Place SDR 35 LF 63. 6" PVC In Place SDR 35 LF * Varies ' Sub-Total _. _, _Page 3 $ _S',r;w`w. 7y�, .},���iq ��_•.$F':.� ,. ,;,..��- '�b_�r,;%`�;...'rt...•_-� . - Y' .�' '.�y� ��.�.tx�i'�;.. ♦ .+n z; .w..`-• _ .. - ;e�p, �1F'•.e�«�. .. �i�"f :t�W'`w�d srST�'r .wSi�`��_J u+Y-n1-R o+l�'a`.�:..r =�L t.- ^�.R��s�TYr..` ';�''f P:';�r P'i ,% ,.�R �• T m.4 9a 'uv- a-, i'�.1.. .. _ 1�.,.t�.,�'F,^�Yt++r ..y av ,1+'if+g T ..;��'r�T a .. - .... f,f�., •. _"Sf"_Y r,.M # ".Ads.^ � �'�'�"`,•�r•�•�„��_..ti„u- ,.,. �-•c.'r:.+e'�3'�.'r�`'Cy-,'�7rn�?�` ;�!:friu,r s'�, �_�'Yc'��L'd+� '^.. R .` . R,�r - ..rw++ms�r++ +Ww+rrwww!a�• A'-r•^ � � �..ir�..y> .-r • V• .ae.�ff` ,`fit. '" P�D'rn. ,'" rr.,gr• "s'• -�o,.�r vs .-�. �'1+¢• ��"#,"S`i9q","k'�j7'°k���'_� _ `k` � �.. - 'i�1 �NN .ti•y,�+w.�+i:r• ' w L+[ KN ,' �_'s. d �Y,� k�, r' ;.t;'�,'`�+_ "�`""+"•�„'"•"'�74,.'.. ..-+k,'¢ �:Sr:''' ,Y��ray�."s�' eW.a-.o{.«,..,Se•F -i�, -r �+w1,izr__. :e''r �`,� a may.. a� . .BOND'�"ESTIMATE ,a�. ..�w,•.._ _ .• .., -';, .,-�,��-_ ��:._. .�.,�� ��• .�a�� �:.-��`.�:.e�_ , •�=��.�p-� ��. .=�.� _ _.V:�;,� :, : Unit Item f Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 65. Sanitary Manhole w/Drop Inlet EA 66 . Sanitary Manhole over 10 FT. EA 67 . 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence (Type: ) EA 73. Guide Rail (Type: ) EA 74. End Anchorage (Type: ) EA 75. Guide Post EA 76 . Pavement Marking LF 2,P6o °, �L' rD 77 . Street Signs EA 78. Traffic Signs Ur- 33 2-2-' 79 . Street Lights EA 80. *A"' Furnishing/Placing Topsoil SY 81. Fertilizing, Seeding and , Mulching SY 82. Trees EA � 83. Maintenance/Protection of Traffic LS 04 * Varies Pa a 4 . • Sub-Total $ 4_7AA g , - a .i,.r �y� .,w `v'i+r-b •-fy- ,-L.• •. ,- _ Fw: .-,.^:',�,.-f a ram, v+w... - --�� �. �..-.-�- .r:,�,.��' tr'.��J., t -.. ,�- �•ie.• �"ti'1X.'��<•7t,,:.�^�.�4`'�`��a'=�,.�..=':,.'.�.�1,,c�1+rt.�`4''Y�i T.•- ^� ��t.rrsr•�i ��.�.�"�1�5�+�"i."�",-!'Epp"1"��^�;"yl"«:S""`.=1r:iraa.,•rA�,- ,:F:'Cn..".XKwy�.;.,�.,. ,.- ..'.::e:'^q.�. i ,s-,. , - .!^M � F^X. a�p�L�*�M�vr ya•-�..ivrt-' New Nyr - -�ya+`I tqr jy..-�,ri y,..w.�.ro�R�r y^wM .a.".r'l�°'M4• v�S�V f, r Nam. � .,. _ � , �:.+.+•, .,�'i—,'�;F". rn' _ " � A'a,wF Ari�' ,;ac ;2z'r` �6ywt ,`-' >- �a.r Y'/F�-�3F�.\ ",�'�P ..•r. ?1 �Nz.�a$'^ _ :-^_` - �ti.. ��+"..+,p.�wr' w .` ', -•i.,r,Y +a- r.+.yr ,cam i- r+ i. � a�„`,,.T�`,r.' - "_ ..y. i�'-�.' ..,w.:,6' ,f_�� ,�.. �,. °„P«.,.,.ia r;}: .-.a +h- ... _ .r+' r r PYI.• �s^ .[ u=ri.�-;� . BOND ESTIMATE 'FORM e L :�� �-.err am�.�•:��:i.:�x�uz a �.;, �' .•�;•.� `�i_. °s�^"`•+;Rn�c ;�'-•, _ r� ,r,. �,-, •3'N v.x. '3 . .-l.``• s4 +i. .* JrM��;.r';di+fit+�':r -`-.# - •i-. - - fY-�, __a j Item Description Unity Quantity Price ° Cost �.-Z"a O and (M8�.. Construction StakingLS d�¢tX + * 2,f+ 85. As-Builts LS 86 . Iron Pins EA 87 . Concrete Monuments EA EROSION CONTROL (88'] Ha bales/Silt Fencing LF 89 . Calcium for Dust Control TON Z� /Z 90. Sedimentation Ponds CY 91" Maintenance of Erosion -� and Sedimentation LS 92. 93. €'t-bC.4T1 o 0 OF OT►Li T EEC Sub-Total Page 1 $ i y 769r 7&9' 976f Sub-Total Page 2 $ f 36© , do Sub-Total Page 3 $ /Zoo• o Sub-Total Page 4 $ =-_476 G,d Sub-Total Page 5 $ J.4o i nci TOTAL $ 4�/ / -SNP 1eE-10c/4-T70av L a p 9E LOCAMON we * Varies AS R t�,ocoN Page 5. - .. Zz- a �w d--r-'t^��'i�-+ r.•r^y� R.ri'_'" 'r,5t �'°'�e. ".tP;�.� - ��5.- .�w.r r.�� ..--_'' ,?P T,r,'-L ,a.", �^.t:i.+r.,.-, ✓a"a;;..., _�°=�`�7q:::"-n;7"�• . � d .....,,«L,...N... -.:s�y�rar'w" .". '..' "�fiC#"w't'.:'}rtrgrq�w.-�'w"r!�."•'^ 've,°4a�'°,d•:.,..r.,+W-�.u.,,.�.�••x.r•<<..•+r:,e.- . - ,- .°�.....:+fNy.6r.... „3 w 4"v`r 'fir• •-;.••,'r•=•;,�!°�y:,"�"f`.'� �.r,... _.m _,......�- - - _ _ 7? +9.� '%4 if'' r ' X E M O R A N D U M December 3, 1992 TO: Marcia Banach, Director of Planning RECEIVED SUBJECT: STC AND PLANNING AND ZONING REQUIRED DEC 4 1992 DEVELOPER IMPROVEMENTS STATE PROJECT NO. 132-102 qO. WINDSOR PLANNING DEPT. Pursuant to P & Z approval conditions for Application #88-36P, Town Shopping Center and STC Certificate Number 802, several improvements to Wapping Center and Buckland Road were to be implemented by RSK-KELLCO. In an effort to mitigate replicated efforts and multiple project impacts to traffic, the Planning and Zoning Commission voted on March 21 , 1990 to establish a bond in the amount of $55,000 for said roadwork referenced above. Costs associated with said work have been determined per the attached sheets. The State DOT is interested in the release of said funds . Therefore, by this memo, I request that this matter be brought before Planning and Zoning for processing. Should you have any questions, please feel free to contact me. Michael J. Gantick, P.E. Director of Public Works MJG:bmr Attachments cc: Jean E. Zurbrigen, Town Manager Project File MEMORANDUM TO: Jean Zurbrigen, Town Manager FROM: Marcia Banach, Director of Planning DATE: May 14, 1993 RE: Town Shopping Center/Buckland Road Widening ---------------------------------------------------------------- Following is a brief summary of the history of Buckland Road widening associated with Town Shopping Center. The shopping center was approved by PZC on June 16, 1987 . One of the approval conditions was, "A left-turn queing land must be provided on Buckland Road at the 5 corners intersection. " It is my recollection that this was to be done within existing right- of-way. The State Traffic Commission issued Certificate No. 802 on February 16, 1988, for the Town Shopping Center. The certificate contained a condition which required, "That the developer deed to the Town of South Windsor property along his frontage on the west side of Buckland Road to provide a minimum of 15, right-of-way from the existing right-of-way as required by the town and as indicated on the above-referenced plans . " The STC permit includes a provision that the development shall not be operated until permit conditions are complied with. Note that the original Town-approved plan did not contain any provision for deeding property to the Town. I cannot tell from the maps that I have whether the developer' s application to STC contained the 15' ROW, or whether that evolved during the STC application period (i.e. , I can't tell where STC's statement that the property was required by the Town came from; we just required the road widening) . Minutes of the PZC reflect that the status of 5-corners and Buckland Road reconstruction were uncertain at that time. There was a serious possibility that the reconstructions would not occur, as that was the time period when the federal interstate trade-in funds had been exhausted and ,it was unknown whether the State legislature would provide the necessary funds . By September 1989 interim improvements to 5-corners were programmed. Town staff suggested that the Buckland Road widening associated with the Town Shopping Center be incorporated into the interim improvements since the widening had not been done yet (even though the first building on the site had already been occupied by then) . PZC concurred, as did STC. The developer also concurred, provided that the amount of the bond required did not exceed the amount the developer would have paid if he did the work independently. The Town Engineer's bond estimate was substantially the same as the developer's own estimate, and was set at $55,000. The plans for 5-corners interim improvements were designed as if the Town Shopping Center's Buckland Road widening was in place; cost estimates, etc. , were developed with that assumption. In March 1991, we received a copy of a letter from STC to RSK- Kellco indicating that the required land had not been deeded to the State and Town (in spite of the requirement by STC that the development cannot be operated until all STC permit conditions have been satisfied) . The land transfer has since occurred. MEMORANDUM May 26, 1993 TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works Apf RE: STC Requirements: Certificate 802 Town Centre Pursuant to our conversation, please be advised that I have reviewed that subject matter with Norm Fierravanti, State DOT Traffic Commission. Mr. Fierravanti reviewed the requirements of Certificate 802 with the STC liaison, Bob Tworkowsky, and indicated that the bond held by P & Z ($55,000 ) would be a local matter and therefore would not involve the STC. MJG/jsv cc: Project File - Town Centre �'owM af,t� ' G � 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 l��soR co�� AREA CODE 203/644-2511 27 May 1993 Mr. Richard S . Kelley RSK-Kellco, Inc. 1744 Elliington Road South Windsor, CT 06074 Dear Mr. Kelley: re: Town Shopping Center, Buckland Road Widening $55,000 Bond This is to advise that the Planning and Zoning Commission voted on May 18, 1993 to release the above-referenced bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s ) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 253 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION C. ,.'� Louise C. Evans Chairman cc: M. Banach, Director of Planning 00 7 ( r� a 7VN-3 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4f~�soR•cO��4+ AREA CODE 203/644-2511 August 12, 1993 Mr. Bill Thomas, Vice President Savings Bank of Manchester 923 Main Street Manchester, CT 06040 Dear Mr. Thomas: This letter is to clarify the current bonding required for the Town Shopping Center being constructed by RSK-KELLCO, Inc. : Appl. 86-86 - Town Shopping Center Site Plan (Planning & Zoning approval) Landscaping bond originally required was $25,000 . On October 15, 1991 the bond was reduced to $7 ,500 . On July 28, 1992, it was reduced to $3,000 which is the current amount required. Appl. 87-436 - Town Shopping Center Site Plan (Inland Wetlands approval) Erosion & Sedimentation bond originally required was $20,000 . On October 4, 1990, the bond was reduced to $5,000 which is the current amount required. If I can be of any further assistance, please do not hesitate to contact me. Very truly yours 'lr�'" 14 Michele R. Lipe Assistant Planner/Analyst cc: RSK-KELLCO, Inc. .` F?SK INC. Developers 1744 Ellington Road Builders South Windsor, CT 06074 Property Managers Tel: 860-644-8761 /644-8140 Fax: 860-644-5650 RECEIVED October 28, 1998 OCT 281998 Marcia A. Banach U 'H WINDSQR PLANTING DEPT. Director of Planning Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Town Shopping Center, Application #88-36P Landscape Bond Dear Marcia: I am again requesting release of the above bond that is being held by the Planning and Zoning Commission for the following reasons: 1. The permit under which this bond was posted has expired and we, as well as the financial institution who provided the Letter of Guarantee, would like to close the books on this expired approval. 2 . We re-applied for a new approval which was subsequently granted with bonds being required for the CVS building. These bonds have been posted in the form of passbooks. 3. Any additional buildings to be erected on this site will, I am certain, have additional bonding requirements attached to the approvals. I am sorry for any additional time or effort this may require for all concerned as I could have easily attended the October 27 meeting and requested time to address the Commission on this issue. Please place this item on the next available Planning and Zoning agenda and I will plan to attend to speak in our behalf. Thank you in advance. Yo rs truly, Carol S. Kelley We Build Our Reputation Ow r T_O 074g ?40&&A60t c „ U s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-Cps AREA CODE 860/644-2511 November 13, 1998 Mr. Richard S. Kelley RSK-Kellco, Inc. 1744 Ellington Rd. South Windsor, CT 06074 Dear Mr. Kelley: Re: Appl #88-36 Town Shopping Center This is to advise you that the Planning and Zoning Commission voted on November 10, 1998 to release the landscaping bond for the above-referenced project in the amount of $3,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 253. Sincerely, PLANNING & ZONING COMMISSION �4aiL• C. e�q--_"66 I Frank A. Castro, Jr., Chairman FAC/dlw r cc: Town Engineer �.....nsyn►._ '��.wJ.�. y.x.. ..�e--u.{T]te'l�yr:'y'a�"St-��7:a.����.o. •_'T"' _ .� - :�,.. --- - -rc�- -- -. - _...�.�.� �.���.,.��, MAJOR TRAFFIC GENERATOR SHEET OF REVIEW OF DATA SUBMITTED STC. NO. 13Z-8Q0-$-a2 NAME: `Jf/a;����✓G C€�U 7 � # COMMENTS A^ 5A-A^J')i AJ 77;?�: '-b;e �,E E; ��J ?A i aJ d A J �1 e-r-zzC',1�1 A C C' n)2- L V. p Pool N'' S/s 2) Sh/a 04 CAJ i T-/e_i2 �tl c� Or'- �E �•�1 S E A 7-r 1���vt �"•� Si ,n 5 �.� � I ' I i i I t i I ' B L DG. 1708 1720 •POS 36 T IGN 6 WATER • • HEMLOCK METER S ` SAN PORCH SPR. O ISIGN I 20 is I' M.H. 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