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Home My WebLink AboutSUBDIVISION (WITHDRAWN) BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET P.O.BOX 661 BRANFORD,CT. 06405 TELEPHONE: (203)481-4208 January 15 , 1988 Mr . William Stoeckert Executive Director State Traffic Commission Department of Transportation 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re : Rye Street Business Park South Windsor Dear Mr. Stoeckert: In response to your letter of July 22 , 1987, we are submitting an Application for Certificate for the Rye Street Business Park in South Windsor . This application is submitted on behalf of Culbro Land Resources and the J.E . Shepard Com- pany, who will jointly develop this business park. In addition to the Application, we are enclosing eignt copies of the following: o A narrative entitled "Project Description and Traffic Analysis" , which includes a series of tables, maps, diagrams, and capacity analyses o Roadway Widening Plans for Rye Street and Route 194 (3 sheets) o Site Development Plan, Culbro/Shepard Parcel, by Ed Lally and Associates o STC Site Plan Requirements Checklist Please contact us regarding any questions or comments pertaining to this Application . Yours very truly, BARK & MESS ASSOCI ES , Inc . edict G. Ba kan President BGB:mlf Enclosures CC: P. Anthony Giorgio, PhD. J. E. Shepard III JAN 19 19. 81 --3 STATE TRAFFIC COMMISSION S 7 Al 2 1 RATF7V STATE OF C4NNECTICUT "EMIERS ceelrnobwrwr of Tramloon.rre• TRAFFIC COMMISSION r`OfmtivMro(i•YNKYIf1t Department of Transportation `'""""""""`Molar ""'" 24 Wolcott Hill Road • P.O. Drawer A Wethersfield. Connecticut 06109 Date January 15 , 1988 APPLICATION FOR CERTIFICATE In accordance with Section 14-311 of the General Statutes of Connecticut, as revised, and State Traffic Commission regulations, a Certificate is hereby requested for: Name of Facility: Rye Street Business Park Location: Rye Street Town amd Zip Number: South Windsor, Connecticut 06074 Square Feet of Gross Floor Area : 760 , 000± Number of Parking Spaces: ± Start of Construction (Date) • Fall 1988 Opening Date: Summer 1989 Owner's Name:_ Culbro Land Resources/J .E . Shepard Company Owner's Address: c/o Dr . P .A. Giorgio, Cuibro L'and Resources , nc . Town, State k Zip Number Eight ri tin Road North, Windsor, Connecticut 0609b Authorized Representative, to be contacted during review of application.' Dams: (1 ) Barkan & Mess Associates , Inc . and (2)*see below Address: 1'052 Main Street s P .O. Box 661 Town, State do Zip Number: Branford Connecticut 06405 - hone: (203) 481-4208 Enclosed are eight (8) sets of the proposed development showing the intormation 'required. (see attached) SITE PLAN REQUIREMENTS checklist to be included with application. *(2) P. Anthony Giorgio,•Ph.D. Senior Vice President CULBRO LAND RESOURCES, INC. 8 Griffin Road North 4 - Windsor, CT. 06095 n r Sig ature Tel . (203) 688-7501 STATE OF CONNECTICUT MEMBERS ilk Commissioner of Transportation ") TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A eui L.lyVr Wethersfield, Connecticut 06109 January 25, 1988 Mr. Benedict G. Barkan Barkan & Mess Associates , Inc 1052 Main Street P.O.Box 661 Branford, Ct. 06405 Re: STC# 132-8801-02 Dear Mr. Barkan: Subject: Certificate Application Rye Street Business Park Town of South Windsor The Application for Certificate and supporting data submitted pursuant to Section 14-311 of the General Statutes of Connecticut, as revised , will be reviewed by the Department of Transportation. You will be advised by this office if additional information is required. 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 truly yours , William W. Stoeckert Executive Director cc: Chief Gary K. Tyler / Mr. Thomas D'Auria J Culbro Land Resourses/J.E. Shepard Company Phone: 566-5228 STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 4-VX 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 February 4, 1988 Mr. Benedict G. Barkan Barkan & Mess Associates , Inc. 1052 Main Street P.O.Box 661 Branford, Ct. 06405 Re: STC# 132-8801-2 Dear Mr. Barkan: Subject: Rye Street Business Park Town of South Windsor As a result of the review of the Application for Certificate, the enclosed comments detail the additional data required in order for the review to be continued. Seven copies of the data should be forwarded to this office. Should the data not be received within 120 days of the receipt of this request, it will be assumed that the project is not going forward. As a result, the review of the application will be cancelled at that time. Should you have any questions with regard to the requested data , you may contact Mr. John Curtis (Telephone 566-5719). Very truly yours , CN�? K) '/4zg.� William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Culbro Land Resources/J.E. Shepard Company Phone: 566-5228 COMMENTS BY THE BUREAU OF PLANNING Comments for Rye Street Business Industrial Park South Windsor STC # 132-8801-02 1. Background traffic volumes for 1997, compared with ConnDOT 1987 volumes, are low at the following locations. Site traffic associated with the John Fitch Industrial Center, which is programmed to open prior to the applicant should be included in the background traffic. Location Period Direction Barkan ConnDOT & Recorded Volumes Mess Assoc. 1987 VEH/HR 1997 VEH/HR Route 5 North or Rt. 194 AM NB 865 864 it it PM NB 1170 1314 it if PM SB 1070 1048 Route 5 South of Rt. 194 AM NB 530 503 " it PM SB 640 700 Route 194 West of Troy Rd. AM Comb. 990 1107 itTVPM Comb. 1240 1387 STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 February 10, 1988 Mr. Benedict G. Barkan Barkan & Mess Associates , Inc. 1052 Main Street P.O.Box 661 Branford, Ct. 06405 _ Re: STC# 132-8801-02 Dear Mr. Barkan: Subject: Rye Street Business Park Town of South Windsor As a result of the review of the Application for Certificate, the enclosed comments detail the additional data required in order for the review to be continued. Seven (7) copies of the data should be forwarded to this office. Should the data not be received within 120 days of the receipt of this request, it will be assumed that the project is not going forward. As a result, the review of the application will be cancelled at that time. Should you have any questions with regard to the requested data you may contact Mr. William A. Peace (Telephone 566-5120) . Very truly yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler / Mr. Thomas D'Auria Culbro Land Resources/J. E. Shepard Company Phone: 566-5228 r -2- QM M. Intersectional sightlines for existing drives, proposed. S N drives and any intersection that has proposed improve- U E B E ments as a result of the development. (Sight lines to M D D I A be computed for a 3'-6" height of eye to a 3'-6" height of T M T T 0 A object.) A plot of the intersection sightline should be D E provided for verification. �Mmet � FINII. 1" - 40, Scale Profile of all Drives. F V\A III. 1" - 40' Pavement Marking and Signing Plan Showing the Roadway Only as Completed: A. Edge of Road B. Row Lines C. Drives D. Signalization E. Utility Poles by Number C� F. Drainage Structures G. Fire Hydrants IV. Site Plan Including the Development and Existing Roads: A. Contours - existing and finished B. Existing and Proposed Drainage for Roadways and Site —1 F1 C. Site Location Plan showing State highways and major inter- secting town roads in the vicinity of the site (any scale) . PQ D. Parking Spaces - number provided, number required by town, (show layout and indicate any designated for handicapped, internal signing, pavement marking, etc.) . -3- tL_J V. Generated and Background Traffic Volumes - projected for the year ( � the development is scheduled to open. HA. Inbound and outbound generated peak-hour volumes. Identify the hour of day, day of week and reason why those items were chosen. B. Background traffic for the year the development is scheduled to open. C. Daily generated traffic. D. Daily background traffic. E. Percent distribution by direction for each major road leading to the area and at the access points. F. Flow diagrams for Items A, B, C, D and E. G. Capacity analysis including supportive computation sheets and/or charts are required at intersections that are S N significantly affected by the generated traffic. See Site U E B E Plan -Requirements for a more detailed explanation. M D D COMMENTS: 1 d _= J L 3 I A ! roUI a� yr o. areas T M T T 0 A W^Qre 2)W; �e^�n4 IS �Dropose d. E R PrO j'' n ( 11 !!v,G� 'tor ovAe. ( 4- e Ste- r 14er P +:o.. D E JJ ) f 1 a0w osIt4-0r• 0' O 0.`e ll 11 �OI'eS . 4) V0 es Iot_Aj n r I vCl P ra Tf', n 2 n rcL�ICJ II ll � l / G\l (1f-W Ueve. Ic� P ►rerl� in ' L areA f_�' IL, Ft, k Thl (e;'A i e ?'r L J �QSubit •�en. �: � W.�1. f¢.tJS VO�umQS MAJOR TRAFFIC GENERATOR Sheet —Lof '— REVIEW OF DATA SUBMITTED src. No. 13 Z.- ov O I - 0 Z II .. NAME: Qye St�eet �vs;ness 'Park # COKENTS [' I Sr i� m � �or(^c�� m ar •n+ 1r �� I % CS eol h tr T+ S es TjelrSc4f L5,15 51,0 .� I :piece« d4 D 0l 3 0 Ae 74 a.. .,c � In tl�oa U.II rove �' Iyr nPe,k Noyr n car GL -1 wor• - i - HOL4J Idc F;o S : 1 o vJ I lgq@ t� 4 4 �re a 1 Rove 19 Q ry �� crie lv er �e G.n �Ci. _LnJUI *rnn,0.1 r r 5 rd o Ac- ^ owe mIr Ir Ko.�+e ly4 - S�r Lo BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET P.O. BOX 661 BRANFORD,CT. 06405 TELEPHONE: (203)481-4208 June 2 , 1988 Mr. William Stoeckert Executive Director State Traffic Commission Department of Transportation 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re : Rye Street Business Park, South Windsor STC # 132-8801-02 Dear Mr. Stoeckert: We have your two letters dated February 4 , 1988 , and February 10 , 1988 , regarding this Certificate Application . We also have the copy of your letter of February 29 , 1988 , to Mr . Frederick A. Hesketh concerning the John Fitch Indus- trial Center and the request that the two developers work together cooperatively. Since receipt of these letters , the developers , Culbro Land Resources/J. .E . Shepard Company, have evaluated their position . The market for absorption of 760 , 000 square feet of mostly warehouse/light industrial space over the next ten years is quite unpredictable, and the 10-year nuild-out period may, in fact, be unrealistic . Based on the experience with the Hazelwood Business Center, recently certified by the Commission, the developers now feel a phased approval and development process would be more manageable . Therefore , they intend to submit the overall master plan to the Town for subdivision approval , also delineating a phasing concept. The State Traffic Commission will be re- quested to approve only the first phase of development. At this time , the developers state that Phase I would contain approximately 200 , 000 square feet of floor space, to be developed by 1990 . In the meantime, the developers will seek local site plan approval for the first building in Phase I (more than likely in the 50, 000 square foot range) , and then commence construction as soon as possible while the Certificate review is underway. A Certificate Application for a second phase would be submitted approximately one year after Phase I has been approved by the Commission. JUN 3 1988 J I.T RTC MArnoC MM1W10N Mr . William Stoeckert 2 . A number of traffic improvements , such as the recon- struction of the Sullivan Avenue-Rye Street intersection, will be needed even for the initial development phase . We are proceeding to work on concept proposals for these locations, working independently in some instances , and jointly with Mr. Frederick A. Hesketh, in other cases . At still other locations , Culbro Land Resources/J. E . Shepard Company would expect to "equitably participate" in roadway and intersection improvements when implemented by the Department of Transportation as part of future highway projects . Because considerable time has elapsed since the last written or oral communication with your office or the Divi- sion of Traffic Engineering staff , we felt it is appropriate to give you an up-date on the status of our studies for this Certificate Application. Please feel free to contact us or to speak directly with Dr. Giorgio. Yours very truly, BARKAN & MESS ASSOCIATES , Inc . edict G. Barkan President BGB:mlf CC: P . Anthony Giorgio, PhD. J. E. Shepard, III Frederick A. Hesketh Culbro Land Resources Inc. 8 Griffin Road North a company of Culbro Corporation Windsor, CT 06095 203/688-7501 June 20, 1988 Mr. William W. Stoeckert Executive Director State of Connecticut Traffic Commission Department of Transportation 24 Wolcott Hill Road P. O. Drawer A Wethersfield, CT 06109 Dear Mr. Stoeckert: This letter is to clarify some ambiguity in the June 2 , 1988 letter prepared by Mr. Benedict G. Barkan on behalf of Culbro Land Resources and J. E. Shepard Company for the Rye Street Business Park application STC No. 132-8801-02 . After our conversation on Wednesday, June 15 , 1988 , it seems appropriate for me to provide this further clarification. We would like the Traffic Division to review our Rye Street Business Park application STC No. 132-8801-02 as a master plan application with the first phase of development containing approximately 200, 000 square feet of floor space. It is expected that Phase I will be developed by 1990 and that the buildings within this phase will be in the 50, 000 square foot range. We plan to apply to the Town of South Windsor for subdivision approval and subsequent site plan approval for buildings within Phase I within the next sixty days. It is hoped that the State Traffic Control Commission will be able to complete its analysis of Phase I and issue a certificate for this phase by the time the full zoning process has been completed-4in mid fell . Barkan and Mess, our traffic consultants, have been instructed to prepare the necessary documentation delineating the impact of Phase I on the surrounding roads. We are prepared to participate appropriately in any road improvements required under the provisions of the Certificate for Phase I. u� Given the proximity and construction activity of the John Fitch Industrial Center it is imperative for Culbro and �= J. E. Shepard Company to also be able to proceed with its == development. We will continue to work cooperatively with = � the developers of the John Fitch Industrial Center to address those areas where our respective developments have �. similar impact. However, we respectively request a review of our application under a phasing concept in order to expedite the development time and process. Mr. William W. Stoeckert Page 2 June 20, 1988 Hopefully this letter will clarify any ambiguity about our plans. Please feel free to contact me at your earliest convenience if you need further information or explanation. Very truly yours, P. Anthony ion�g' io,IPhD. Senior Vice P7esident PAG/dm cc: Mr. J. E. Shepard Mr. Benedict G. Barkan Mr. Frederick A. Hesketh h''�0 Lzb AIL �ti STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 June 28, 1988 P. Anthony Giorgio, Ph.D. Senior Vice President Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 Dear Dr. Giorgio: Subject: Rye Street Business Park Town of South Windsor Your June 20, 1988, letter clarifying Mr. Barkan ' s June 2, 1988, letter regarding the proposed phasing of the subject development. Upon receipt of the documentation from Barkan & Mess Associates delineating the impact and proposed improvements of a 200,000 square foot development, the Bureau of Highways' Division of Traffic will be requested to review such a proposal for certification. It is also understood that representatives of Culbro and J. E. Shepard Company will continue in their cooperative efforts to respond to earlier review comments on the applicationscurrently on file. Very truly yours, W OF William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Mr. Benedict G. Barkan Mr. Frederick A. Hesketh Phone: 566-5228 f; � 4 ' BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET P.O.BOX 661 BRANFORD,CT. 06405 TELEPHONE: (203)481-4208 j September 27 , 1988 Mr. William Stoeckert Executive Director State Traffic Commission Department of Transportation - 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re: Rye Street Business Park STC #132-8801-02 Dear Mr. Stoeckert : In response to your letter of June 28 , 1988 , addressed to Dr. Giorgio of Culbro Land Resources, we are pleased to submit information for the 200 ,000 square foot initial phase of the Rye Street Business Park in South Windsor. As was stated in our original submission of January 15, 1988 , the Rye Street Business Park will be a joint development of Culbro Land Resources and the J. E. Shepard Company. We are enclosing eight copies of the following items: o A narrative entitled, "Project Description and Traffic Analysis, Rye Street Business Park - Phase I" , which includes a series of tables, maps, diagrams, and capacity analyses dealing with the Phase I development o A roadway plan of Rye Street showing site access o A roadway widening plan for the intersection of Route 194 and Rye Street o Site Development Plan, Culbro/Shepard Parcel , by Ed Lally and Associates, showing the Phase I development . CEP 2 ,r 11 STATETWACCOW N 'A J Mr. William Stoeckert 2 . The local Planning & 'Zoning Commission application process for the Phase I development has been started, and it is anticipated that approvals will be received within about 60 days. Please contact us regarding any questions or comments pertaining to this supplementary submission. Yours very truly , BARKAN & MESS ASSOCIATES , Inc . 1 Benedict G. Barkan President BGB:mlf Enclosures CC: P. Anthony Giorgio J. E. Shepard III F. A. Hesketh & Associates STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation ` Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 September 28, 1988 _ Mr. Benedict G. Barkan President Barkan & Mess Associates, Inc. 1052 Main Street P.O. Box 661 Branford, CT 06405 Re: STC# 132-8801-02 Dear Mr. Barkan: Subject: Rye Street Business Park Town of South Windsor The additional data submitted with your September 27, 1988, letter will be forwarded to the Bureau of Highways' Division of Traffic to be incorporated into the ongoing review. You will be advised by this office if any additional information is required. Very trulya ours, illiam W. Stoeckert Executive Director cc: Chief Gary K. Tyler/ Mr. Thomas D'Auria 1 P. Anthony Giorgio, Ph.D. Mr. Frederick A. Hesketh An Equal Opportunity Employer i i STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 October 12, 1988 Mr. Benedict G. Barkan President Barkan & Mess Associates, Inc. 1052 Main Street P.O. Box 661 Branford, CT 06405 Re: STC# 132-8810-01 Dear Mr. Barkan: Subject: Rye Street Business Park Phase I Town of South Windsor This is to clarify my September 28, 1988, letter acknowledging receipt of the traffic data and plans for Phase I of the Rye Street Business Park. That submission will be reviewed separately from the full build application which had been previously submitted. The review of the full build development cannot continue until the data requested in my letters of February 4 and February 10 and as detailed in the attached list is received. You will be advised of any additional data which may be required to complete the review of the Phase I development. Very trul yours, 'William W. Stoeckert Executive Director cc: Chief Gary K. Tyler/ Mr. Thomas D'Auria J Culbro Land Resources/ J.E. Shepard Company An Equal Opportunity Employer MAJOR TRAFFIC GENERATOR REVIEW OF DATA SUBMITTED: SEPTEMBER 27, 1988 RYE STREET BUSINESS PARE': TOWN OF SOUTH WINDSOR STC NO. 132-88oi-02 The Division of Traffic Engineering has completed the preliminary review of the data submitted for the subject development. The submitted data, while addressing the impact of a 200,000 square foot Phase 1 , does not provide the data that was requested by the Bureau of Planning on February 4, 1988 and the Division of Traffic Engineering on February 10, 1988. The application for certificate for the Rye Street business Park is for a 760,000 square foot development and , at the request of the developer, the Division of Traffic Engineering agreed to a simultaneous review for a partial opening of 200,000 square feet. At this time we have sufficient data to review the partial opening but not enough data to continue the review of the full development. The information required to to continue the review for the, full development is as follows: 1 . Background, Generated and Combined Peak Hour and Daily Traffic for the following locations: Route 194 at U. S. Route 5 Route 174 at Rye Street Route 194 at Troy Road Route 194 at Pierre Road Route 194 at Sandhill Road Route 194 at Routes 74 & 30 and Buckland Road Troy Road at Rye Street (NOTE: The submitted Background and generated traffic volumes should address comments i■q made by the Bureau of Planning and forwarded to the developer on February 4, 1988, previous comments attached) 2. Capacity Analysis for the above listed intersections should be submitted. 3. Signal warrant sheets ( 8 hour and peak hour) using total development traffic for the following locations should be submitted: - Route 194 at Rye Street - Route 194 at Troy Road 4. Plans for improvements to offset the total developments traffic impact are also required. It should be noted that the developer of the John Fitch Industrial Center (STC Certificate No. 868) has prepared plans for improvements to several locations in this area. Any additional improvements proposed by the developer of the Rye Street Business Park should be co-ordinated so that conflicting or repetition of improvements can be avoided. Comments for Rye Street Business Industrial Park South Windsor STC # 132-8801-02 1. Background traffic volumes for 1997, compared with ConnDOT 1987 volumes, are low at the following locations. Site traffic associated with the John Fitch Industrial Center, which is programmed to open prior to the applicant should be included in the background traffic. Location Period Direction Barkan ConnDOT & Recorded Volumes Mess Assoc. 1987 VEH/HR 1997 VEH/HR Route 5 North or Rt. 194 AM NB 865 864 " PM NB 1170 1314 " PM SB 1070 1048 Route 5 South of Rt. 194 Art NB 530 503 " P11 SB 640 700 Route 194 West of Troy Rd. AM Comb. 990 1107 PM Comb. 1240 1387 STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles w, rn 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 October 13, 1988 Mr Frederick A. Hesketh F. A. Hesketh & Associates, Inc. 101 Millbrook Common Bloomfield CT 06002 Re: STC# 132-8809-01 Dear Mr. Hesketh: Subject: K-F Brick Company Town of South Windsor The review for the subject facility has been completed and it has been determined that a Certificate is required based on the attached comments. Please submit eight (8) copies of the additional information requested with a signed Application for Certificate form (copy enclosed) to this office. Should you have any questions with regard to the additional data requested you may contact Mr.William A. Peace at the Division of Traffic on 566-5120. a Very truly urs William W. Stoeckert Executive Director cc: Chief Gary K. Tyler / Mr. Thomas D'Auria ✓ _ An Equal Opportunity Employer COMMENTS BY THE DIVISION OF TRAFFIC ENGINEERING The Division of Traffic Engineering has completed the review of the data submitted for the expansion of the K & F Brick Company. The review shows that the development will have an impact on the intersection of U.S. Route 5 and Brickwood Lane. U.S. Route 5 in the area of Brickwood Lane is a high speed (85th percentile speed is 54 MPH) ,_ high volume arter- ial roadway. Where unprotected left turns are allowed from such a road- way, there is potential for serious safety and capacity problems. Due to this impact, it is recommended that the developer submit an application for a State Traffic Commission certificate. To offset the impact of Brickwood Lane, the Division of Traffic - Engineering recommends one of two options. The first is the construction of an exclusive southbound U.S. Route 5 left-turn lane (a minimum 100' full width with appropriate taper) and the prohibition of left turns out of Brickwood Lane. The second would be the closure of Brickwood Lane at its intersection with U.S. Route 5. If the developer would like to propose another option for offsetting the development's traffic impact, the Divi- sion of Traffic Engineering will review his proposed alternative. The Division of Traffic Engineering has sufficient traffic data for review of the development and if the developer submits plans for im- provements that offset the development's impact with the application, the review process can be expedited. i LCARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET PO BOX 661 BRANFORD CT 06405-0661 TELEPHONE(203)481-4208 October 28 , 1988 Mr. William Stoeckert Executive Director State Traffic Commission Department of Transportation 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re: Rye Street Business Park - Phase I STC #132-88101-01 Dear Mr. Stoeckert : Thank you for your letter of October 12 , 1988 , regarding the Rye Street Business Park in South Windsor. It is correct that we are asking for a Certificate review of only the 200 ,000 square foot Phase I and not the overall development covered by the Certificate Application dated Jan- uary 15 , 1988 . The master plan for the overall development is still undergoing review and may be changed significantly . We hereby enclose an Application for Certificate covering only the Phase I development . This has been dated September 27 , 1988 , corresponding with the date of submission of the tech- nical data for Phase I . We hope this will further clarify the situation with regard to our current application for the Rye Street Business Park. Yours very truly , BARKAN MESS ASSOCIATES Inc . 1, Benedict G. Barkan President BGB: clm Enclosure CC: P. Anthony Giorgio, Ph.D. J. E . Shepard, III F . A. Hesketh & Associates 24EIVED OCT � 11988 Slate Traffic Commission STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 November 7, 1988 _ Mr. Benedict G. Barkan President Barkan & Mess Associates, Inc. 1052 Main Street P.O. Box 661 Branford, CT 06405-0661 Re: STC# 132-8810-01 STC# 132-8801-02 Dear Mr. Barkan: Subject: Rye Street Business Park Town of South Windsor The Application for Certificate for Rye Street Business Park - Phase I submitted with your October 28, 1988, letter will be included with your earlier submission. The review of that application is pro- ceeding and you will be receiving the latest staff review comments. With regard to the Application for Certificate filed on January 19, 1988, as you are aware, requests were made for additional data on February 4, 1988, and February 10, 1988. Those requests involved traffic volume data essential for the review of the application to continue. To date, that data has not been submitted. In your latest letter, it is indicated that the plans which were the basis for that application are undergoing review and may be significantly revised. As it could be expected that such revi- sions would affect the previously submitted data and the data being compiled in response to our requests, the review of the January 19, 1988, application is hereby cancelled. Once the review of the plans is completed and the required data is compiled, another application may be filed. It Very truly yours, William W. Stoeckert An Equal Opportunity Emp/Wcutive Director Mr. Benedict G. Barkan - 2 - November 7, 1988 cc: Chief Gary K. Tyler Mr. Thomas D'Auria l/ P. Anthony Giorgio, Ph.D. Mr. Frederick A. Hesketh STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 November 7, 1988 Mr. Benedict G. Barkan Barkan & Mess Associates, Inc. 1052 Main Street P.O. Box 661 Branford, CT 06405 Re: STC# 132-8810-01 Dear Mr. Barkan: Subject: Rye Street Business Park - Phase I Town of South Windsor As a result of the review of the Application for Certificate, the enclosed comments detail the additional data required in order for the review to be continued. Seven copies of the data should be forwarded to this office. Should the data not be received within 120 days of the receipt of this request, it will be assumed that the project is not going forward. As a result, the review of the application will be cancelled at that time. Should you have any questions with regard to the requested data, you may contact Mr. William A. Peace (Telephone: 566-5120) . Very truly yours, ,rGli l l i am W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria P. Anthony Giorgio, Ph.D. An Equal Opportunity Employer MAJOR TRAFFIC GENERATOR REVIEW OF SUBMITTED DATA RYE STREET BUSINESS PARI-: - PHASE i STC NO. 1 7)2-ee i i f-0 i ROUTE 194 •- TOWN OF SOUTH WINDSOR The Division of Traffic Engineering has completed the review of the data submitted for Phase 1 (200,00 SF) of the Rye Street Business Park. As a result the -following improvements are recommended to offset tho traffic impact of Phase 1 . The developer of the John. Fitch Industrial Center ; State Traffic Commission Certificate No. 863; is required to reconstruct the Poute 194 -- iyce Street intersection. ?t will be recommended that the developer of the Rye Street Business Park be required to caq.,itably participate in the reconstruction of this intersection. Plans -For the reconstruction of this intersection are bei no Prepared by the Joan Fi tch Industrial Center 's engineer. J 2. 1.1-:i th tiho addition o•r= gene-rated by Phase i of the Rye St.reot Business Park: a tr,=ffic control signal will be warranted -For the Route 194 - Rye Street intersection. Therefor it will be recommended that the developer be required to signalize this intersection. The signal design should incorporate any changes to the geometry that takes place during the reconstruction of the intersection. The developer of the John Fitch Industrial Center is required to equitably participate in the signalization of this intersection. . It is recommended that Rye Street be widened to provide bypass capability, -for north bound traffic, at both site access drives. A 22 foot wide half section is recommended. 4. A 100 -foot long full width extension , with appropriate taper- , is required for the south bound exclusive left turn lane on U. S Route 5 at it 's intersection with Route 194. The developer of the John Fitch Industrial Center is required to provide a 250 -foot full width extension at this location and it should be noted that the 100 feet required of the Rye Street business Park is in addition to this to this requirement. 5. The su�mitted plans for the improvements listed above should be incorporated , and not conflict, with improvements that are required of ether developers. i 1 { , BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET PO BOX 661 BRANFORD.CT 06405.0661 TELEPHONE (203)481-4208 December 5 , 1988 Mr. William Stoeckert Executive Director State Traffic Commission Department of Transportation 24 Wolcott Hill Road - Drawer A Wethersfield, Connecticut 06109 Re : Rye Street Business Park - Phase I STC #132-8810-01 Dear Mr. Stoeckert : We have your letter of November 7 , 1988 , with the attached five staff comments . We are enclosing seven copies each of three plan sheets which address all of the items covered in the comments. I I Sheet 1 (a revision of Sheet 3 by F.A. Hesketh & Associates , and part of Certificate #868) has been modified to incorporate the 100-foot long full width further exten- sion of the southbound left-turn lane on Route 5 at Route 194 , as required in Continent 4. Sheet 2 now reflects a redesign of the Route 194-Rye Street intersection which is compatible with the traffic demands of both developments . This plan has been reviewed with the developers and engineers of the John Fitch Industrial Center and is acceptable to them. It has also been reviewed with the Town of South Windsor Planning and Engineering staff at a recent meeting in the Town Hall . Please note that the plan includes the proposed 10-foot property dedication along the northeast side of Route 194 (per Certificate #868) . The plan also shows a proposed 10- foot permanent easement to the Town of South Windsor along the north side of Rye Street . JFI Associates , the owners of the property, have verbally agreed to grant this easement . It should be pointed out that the interim widening of Route 194 (to provide an eastbound bypass capability at the Rye Street intersection) , shown on Sheets 2 and 3 of the F.A. Hesketh plans for Certificate #868 , if implemented separately, would not be in conflict with the overall inter- section reconstruction plan. i-tZ%-,EIVED DEC 061988 State Traffic COIF MiF,SE"-j f Mr. William Stoeckert 2 . The plan incorporates and assumes signalization of the Route 194-Rye Street intersection. In fact , the geometric design shown is contingent on signalization. As stated, under Comment 2 and 3, the reconstruction and signalization of the intersection will be funded by means of equitable participation on the part of the two developers . Sheet 3 has been revised to incorporate widening' to provide northeastbound bypass capability on Rye Street at both access roads. A 20-foot wide bypass with appropriate tapers has been shown, consistent with the design approved for Rye Street at Commerce Way, under Certificate #868. The pavement widening will be continuous between the two access road intersections . As stated in the foregoing paragraphs, all proposed improvements for this Certificate Application are consistent with, and not in conflict with, improvements required of JFI Associates , Inc . under Certificate #868 . Very truly yours, BARKA & MESS ASSOCIATES, Inc. enedict G. Barkan President BGB:mlf Enclosures CC: P. Anthony Giorgio, PhD. J. E . Shepard, III F. A. Hesketh & Associates Ed Lally and Associates rf��avE� DEC 0 6 1988 State Traffic Commr'ss STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 December 7, 1988 Mr. Benedict G. Barkan Barkan & Mess Associates, Inc. 1052 Main Street P.O.Box 661 Branford CT 06405 Re: STC# 132-8810-01 Dear Mr. Barkan: Subject: Rye Street Business Park - Phase I Town of South Windsor The additional data submitted with your December 5, 1988 letter will be forwarded to the Bureau of Highways' Division of Traffic to be incorporated into the ongoing review. You will be advised by this office if any additonal information is required. Very truly yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler; Mr. Thomas D'AuriaA Culbro Land Resources/J.E. Shepard Co. An Equal Opportunity Employer ED LALLY & ASSOCIATES DETACH AND RETAIN THIS STATEMENT �0 4340 THE ATTACHED CHECK IS IN PAYMENT ITEMS DESCRIBED BELOW IF NOT CORRECT PLEASE NOTIFY US PROMPTLY NO RECEIPT DESIRED DELUXE FORM WVC-2 V-5 DATE DESCRIPTION AMOUNT DISTRIBUTIONS ACCT.NO. AMOUNT oo EMPLOYEE DEDUCTION S PERIOD TOTAL TOTAL NET PAY U.S.INC.TAX ENDING EARNINGS F.I C A. WITHHOLDING STATE MC.TAX DEDUCTIONS V-f N r TOWN OF SOUTH WINDSOR , CONNECTICUT PLANNING AND ZONING COMMISSION s AP/PLICATION FORM SO!Co��4 Application No. : Date R e ___ I o�• 020 $' � E.a__r: n g �-lic Receipt o. : v ' 6 1988 APPLICANT: Culbro Land Resources, Inc. ::• ,'.t' _` �rja'�r 8 Griffin Road North zoning ADDRESS : Windsor, Connecticut 06095 TELEPHONE: 688-7501 OWNER OF RECORD ON LAND RECORDS : See Attached Sheet ADDRESS : COMPLETE LOCATION OF PROPERTY: 199 Rye Street and Map 64 , Parcel 3 ZONE: I NAME, ADDRESS , & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Dr. Anthony Giorgio c/o Culbro Land Resources, Inc. 8 Griffin Road North Windsor, Connecticut 06095 TELEPHONE: 688-7501 THIS APPLICATION IS FOR : (Check one of the following) 1 . Zone Change to (Public Hearing required) . XXX 2 . Subdivision . 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . 5. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development. 7 . Earth Filling [ Section 10 ] and/or Earth Removal [ Section 91 (Public Hearing Required) . 8 . General Plan of Development . 9. Regulation Amendment : Zoning Subdivision 10. Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED N ATTACXED C ECRL�/§T. wn r Applicant Owner' 4�,.`, •• �• a � PLANNING AND ZONING COMMISSION ` APPLICATION, CONT' D. TIME FRAMES AND -PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3. Three ( 3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the counter if checklist is incomplete. It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans, architectural elevations, traffic report , etc . Planning Department staff will not accept checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6. Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . 19 CHECKLIST REQUIRED INFORMATION SUBDIVISIONS & RESUBDIVISIONS � � This checklist must be signed by plan preparer (P . E/L . S) declaring that all required information is provided . Items 1-5 are required for all applications ; Items 6-9 required where appropriate . Check mark for each item supplied . xx 1 . On each sheet for plans or maps , title block with the following information : xx a . Name and address of subdivider . xx b . Name and address of Land Surveyor or Professional Engineer . xx C . Name of subdivision . xx d . Date when drawings were made . xx North arrows xx 2 . Key Map - An overall map drawn to a scale of 1 inch equals 200 feet , which can be used as an overlay on Metropolitan District Maps . This map will show the overall design of the subdivision and will include: xx a . Layout of streets with names xx b . Layout of lots and lot numbers xx C . Open space land xx d . Arrows indicating general direction of drainage xx e . Lines indicating sanitary sewer system flow xx f . Total acreage of subdivision xx g . Total number of lots xx h . Names of surrounding property-owners , and properties within 500 feet of the site xx 3 . Plot Plan : A layout map of the proposed subdivision drawn to a scale of 1 inch equals 40 feet on either of the following size sheets - ( 1 ) 25" X 37" with a 3/4" ruled margin ; ( 2) 15" X 24" with a 1/2" ruled margin - containing the following data: rage uod . cSUD xx a . Distance and bearings of all boundary lines . xx b . Lot layout numbers , square footage of all lots , and all lot dimensions . Iron pins to be shown at all lot angle points . Lots should not be fragmented onto separate sheets except where size is prohibitive . xx C . Proposed streets and street lines with center line stations , and curve data . xx d . Building lines in accordance with zoning regulations . xx e. Easements , noting grantors , grantees , and purpose . xx f . Proposed names of street . xx g . Names of abutting property-owners. xx h . Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency . In areas accessible to Metropolitan District Commission points , or other coordinated points , the monumented points within proposed subdivision 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 . xx i . All open space reserved for parks , playgrounds, or other common or public uses shall be indicated . xx j . A-2 Certification ; P . E. /L. S . Seal . xx k. Traffic control signs and pavement markings required by Traffic Authority . xx 4 . Topographic Map : A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 25 inches by 37 inches including ruled margins and shall , in addition to the requirements of the plot plans , show the following : xx a . All existing and proposed buildings . xx b . Curb lines and pavement width , sidewalks . xx C . Existing and proposed sanitary and storm sewers , if any . xx d . Existing and proposed water and gas main systems . xx. e. Present wooded areas indicated by a "foliage line" . Any individual trees to be saved should be shown. xx f . Existing and proposed contours shall be shown at not less than two-foot intervals ; but in cases of relatively level land , the contours shall be one-foot intervals . xx g . 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 . ) n/a h. Connections of all springs into proposed storm drainage system as needed . xx i . Location and indications of existing brook channels , and 100 year flood limits . xx j . A-2 Certification; P . E. /L. S . Seal xx k . Regulated wetlands and 100-year flood plain or note that site contains none . xx 5 . Drainage calculations - per attached guidelines . xx 6. Plans and Profiles : A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally and 1 inch to 4 feet vertically on sheets not exceeding 25 inches by 37 inches including ruled margins and containing the following : xx a. Layout of streets in sections coordinated by stations with the profile . xx b . Street plan showing roadways , drainage and partial lot lines . xx C . Sight line at street intersections . xx d . Profile of roadway showing existing and finished grades . Roadway profile will show all tangent grade and all vertical curve information . xx 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 . xx f . Typical/critical cross-sections where grading is outside street right-of-way or is at street right-of-way . xx g . Where any storm drainage line discharges into an existing brook , sufficient profile of this brook will be shown to determine conditions . xx h. Metropolitan District Commission datum shall be used on all subdivisions accessible to controls . The Town Engineer shall , based on standard engineering practices , determine the accessibility of these controls . xx i . Profiles shall show all sanitary sewer lines and manholes , including elevations , sizes , lengths , and slopes of pipes . Top of foundation elevations for houses shall be shown . xx 7 . Traffic Report n/a 8. Open Space Site Improvement Plans : For subdivisions which require a provision for open spaces , a plan which contains data for site improvement may be required . This map shall be drawn to a scale of 1 inch equals 20 feet . n/a 9 . Sanitary Report : Where individual sanitary sewage disposal systems are proposed , the final plans shall include a Sanitary Report certified by a Professional Engineer . The - report shall demonstrate the feasibility of the proposed individual systems . The report should deal with the area as a whole , discussing the following points ; a. General nature and development of surrounding area. b . Topography and natural drainage pattern . C . Subsurface conditions as shown by subsurface investigation , including soil absorption characteristics , ground water level conditions , ledge rock , and general nature of soil . d . General description of type of development contemplated - noting type of house , number of bedrooms per unit , etc . e. Detailed description of proposed sanitary sewage disposal facilities , indicating sizes for various ground conditions , materials to be used , and 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 lot layouts . h . Flood heights of any nearby streams , brooks , or rivers . i . Test results and engineering evaluation per Section 3. 2 . a(6) . All information required above is included in this application at the time of submission . <71L e. 6o PL N PKEPARET (P . E. L. S ) DATE November, 1987 LETTER OF TRANSMITTAL �,o„N ='r.<a o � C � PLANNING DEPARTMENT i TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE. k�Oson-0)`�� SOUTH WINDSOR, CT 06074 (203) 644-2511 Date TO: lr %, 0 EC' 21,1989 i WE ARE SENDING YOU: E-1 P&Z initial plans 0 Drainage comps go P&Z final plans 0 Bond estimate requests 0 Inland Wetlands plans O Bond reduction requests O Final plans for filing C] Change order form O Other O Correspondence Copies App. No. Project THESE ARE TRANSMITTED as checked below: O For review and comment Q-* For your file O For your use O Returned with revisions C-1 As requested 0 Other PLEASE RETURN/COMMENT BY: COMMENTS: L��i(z/c 7a �►�� ^�r-� ►-�v�� rb ,�v�� SL4 L N1- 1 Copy to. 0� c From: Xc,<�(' Owners of Record on Land Records: Culbro Corporation 8 Griffin Road North Windsor, Connecticut 06095 688-7501 Connecticut National Bank, Trustee J.E. Shepard P.O. Box 415 East Windsor Hill, Connecticut 06028 289-6414 STA. L� ' 6TA. 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R EIVE .FROM DOLLARS Account Total $ Amount Paid $ Balance Due $ "THE EFFICIENCY( LINE''AN AMPAO PRODUCT-23-121 STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles "W � 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109 Phone : 566-5228 January 3, 1989 Mr. Benedict G. Barkan President Barkan & Mess Associates, Inc. 1052 Main Street P.O. Box 661 Branford, CT 06405 Re: STC# 132-8810-01 Dear Mr. Barkan: Subject: Rye Street Business Park - Phase I Town of South Windsor As a result of the review of the Application for Certificate, the enclosed comments detail the additional data required in order for the review to be continued. Seven copies of the data should be forwarded to this office. Should the data not be received within 120 days of the receipt of this request, it will be assumed that the project is not going forward. As a result, the review of the application will be cancelled at that time. Should you have any questions with regard to the requested data, you may contact Mr. William A. Peace (Telephone: " 566-5120). Very truly yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler / Mr. Thomas D'Auria Culbro Land Resources/J.E. Shepard Company An Equal Opportunity Employer MAJOR TRAFFIC GENERATOR REVIEW OF SUBMITTED DATA RYE STREET BUSINESS PARI{ - PHASE I TOWN OF SOUTH WINDSOR STC NO. 132-8810-01 The Office of Traffic Engineering has completed the review of the data submitted for Phase I (200, 000 sf) of the Rye Street Business Park. As discussed during a December 28, 1988 meeting, to offset the developments traffic impact the following improvements and changes are recommended: 1 . The alignment of Rye Street and the proposed islands should be revised to provide a more conventional T - type intersection. The north east corner radii should be pulled to the west as far as possible to maximize the distance between Rye Street and the drive to the service station. 2 . The submitted design will not allow a WB-50 type design vehicle to make a left turn out of Rye Street. The revised design should allow a WB-50 type design vehicle to make all turning movements with out encroaching centerlines or corner radii . 3 . The lane arrangement for east bound Route 194 should be revised. A lane arrangement of a sheltered exclusive left turn lane (minimum of 250 feet long) and an exclusive thru lane is recommended. The two thru lanes east of Rye Street should be eliminated and a painted island installed in the area where the inside thru lane was proposed. 4 . To provide additional guidance for east bound thru traffic, a shoulder line should be established on the south side of Route 194 east of Rye Street. 5 . Based on the prevailing travel speed for west bound vehicles the taper into the two west bound lanes should be increased to a min- imum of 225 feet. 6 . The closure of one or more of the drives to the existing service station on the north east corner should be pursued. 7 . Capacity Analysis of Route 194, between U.S. Route 5 and Rye Street indicates that the addition of site generated traffic will result in a poor level of service for west bound Route 194 in this area. To offset this impact two west bound thru lanes should be provided for Route 194 from Rye Street to U.S. Route 5 . Plans for these improvements should be submitted to this office for review. It should be noted that the developer of the John Fitch Industrial Center is required to equitably participated in any work to widen Route 194 in this area. 8 . It is recommended that the taper into the north bound Rye Street left turn bypass area, prior to the proposed south access drive, be increased to 300 feet. 9 . The "Signal Ahead" sign on the west side of U.S. Route 5, in the vicinity of the proposed left turn lane extension, should be re- located to a point 200 feet to the north so that the two "Signal Ahead" signs remain located opposite each other. 10 . The proposed location for the lane use sign for west bound Route 194 at Rye Street is in the middle of the drive to the service station. The location should be revised. 11 . The note on the plan concerning the maintenance of the signs and pavement markings should be revised to read: - State to maintain all stop bars - State to maintain signs and pavement markings on Route 194 - Town of 'South Windsor to maintain signs and pavement markings on Rye Street. 12 . The following revisions should be made to the sign legend: a) Proposed sign C 31-0457 should be 31-0329 b) Existing sign B, side road warning sign, should be removed c) The location of existing sign C is not shown on plan the sign location should be indicated or removed from the plan d) Proposed sign D, Lane Drop, should be relocated BARKAN & MESS ASSOCIATES, Inc. TRAFFIC ENGINEERS AND TRANSPORTATION PLANNERS 1052 MAIN STREET P O BOX 661 BRANFORD CT 06405-0661 TELEPHONE (203)481-4208 January- 6 , 1989 rir . William Stoecrert E-.ecutive Director State Traffic Commission De_artment of Transportation 24 Wolcott Hill Road Wethersfield, CT 06109 Re : Rye Street Business Parr-Phase I STC =132-8810-01 Dear Mr . Stoeckert : We have your letter of January 3 , 1989 with the attached twelve staff' comments . We are enclosing seven copies of the three plan sheets , revised as of January a , 1989 . reflecting the modifications resulting from the recent set of comments . We have made all of the changes discussed during the December 28 , 1988 meeting and listed in the January 3 , 1989 set of comments , with one exception. Comment 6 states that "closure of one or more of the drives to the e�-:isting service station on the northeast corner ( of Route 194 and Rye Street ) should be pursued. " While our clients agree that this is a desirable goal , they not are in a position to comply. This is a matter to be pursued by the Depart- ment of Transportation, Town of South Windsor, and more- over may require approval by the Department of Motor Vehicles . We trust that this matter will now be ready for approval at the January meeting of the Commission. Very truly yours , BARKANN & MESS ASSOCIATES , INC . �r 2 B nedict G . Barran, j" President BGB/nc Enc . cc : P. Anthony Georgio , Ph- D RECEIVED J . E. Shepard, III Chief Gary K. Tyler JAN 0 9 198g ` 17 Frederic!: A. Hesreth st 1742 . 1 ST ate r'�'� ssian STATE OF CONNECTICUT MEMBERS TRAFFIC COMMISSION Commissioner of Transportation `" Department of Transportation Commissioner of Public Safety 24 Wolcott Hill Road • P.O. Drawer A Commissioner of Motor Vehicles Wethersfield, Connecticut 06109 Phone : 566-5228 January 9, 1989 Mr. Benedict G. Barkan Barkan & Mess Associates, Inc. 1052 Main Street P.O.Box 661 Branford CT 06405-066 Re: STC# 132-8810-01 Dear Mr. Barkan: Subject: Rye Street Business Park - Phase I Town of South Windsor The additional data submitted with your January 6, 1989 letter will be forwarded to the Bureau of Highways' Office of Traffic Engineering to be incorporated into the ongoing review. You will be advised by this office if any additional information is required. Very truly yours, William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Auria Culbro Land Resources/J. E. Shepard Company An Equal Opportunity Employer PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM i TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following pro ject:# Fq-0l i9 Zone L Acreage Subdivision X Site Plan Residential No. of Lots/units Commercial Industrial_ Location: Project Description:, Future Town-owned property involved? Yeses_ No (a)new streets (existing frontage also)` (b)new open space/recreation area active passive_ (c)new detention area Planning Department comments Please let me know by �2 /�� if you will have comments on this applic to ion so that I can follow up with your department when I do a Planning Department report. k!i& and associates CIVIL ENGINEER 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • (203) 688-2413 RECEIVED JAN 30 1989 S0. WINDSOR PLANNING DEPL "'own planner Town Hal L South Windsor_ , CT 06074 Re : Public flearing for Subdivision Regulation chancre , Section 2 . 5 . e Marcia : ? hereby request , on behalf of my client , Culbro/Shebard Partnership . a temporary delav in the hearing date for their subdivision application #89 -01P . This del av will free up the nr-vi oul sv schedi;l ecq. hearina date of February 29 , 1989 and allow the referenced regulation change aablieation to be hearth a+ that time . Thank vcu tcr- vour cons id(,--ati^n of- this m. ,7t ter . Sincerely . Eel Lally , P . F . . T- S f CC I Dr . Tony STATE OF CONNECTICUT MEMBERS Commissioner of Transportation TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles 24 Wolcott Hill Road • P.O. Drawer A ow•Lw.4i Wethersfield, Connecticut 06109 January 31 , 1989 Culbro Land Resources/J. E. Sheparde Company Eight Griffin Road North Windsor CT 06095 Dear Sir: Subject: Rye Street Business Park - Phase I Route 194 Town of South Windsor Certificate No. 903 and Traffic Investigation Report No. 132-8810-01 detailing conditions of the Certificate are enclosed. This Certificate is valid upon approval of the development by the Town of South Windsor Planning and Zoning Commission or other responsible municipal agency. An encroachment permit must be obtained from the Bureau of Highways - District No. 1 office at 1107 Cromwell Avenue- Town of Rocky Hill prior to performing any work within the state highway right-of-way. Very truly yours, w William W. Stoeckert Executive Director cc: Chief Gary K. Tyler/ Mr. Thomas D'Auriai' Barkan & Mess Associates South Windsor Planning and Zoning Commission Phone: STATE OF CONNECTICUT MEMBERS ap Commufwner of Transportation Safety TRAFFIC COMMISSION Commissioner of PuEI�cSa(ny Department of Transportation Commissioner of Motor VemcYn- _ 24 Wolcott Hill Road 0 P.O. Drawer A _ ' M Wethersfield, Connecticut 06109 ISSUED January 31 , 1989 CERTIFICATE NO. 903 ISSUED TOCulbro Land Resources/J. E. Shepard Company Eight Griffin Road North Windsor CT 06095 FOR Rye Street Business Park - Phase I Rye Street - Route 194 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 plans. 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 William W. Stoeckert Executive Director TRA•10 REV 11187 Report6y Patrick J. Bush STATE OF CONNEC7,CUT DEPARTMENT OF TRANSPORTATION S.T.C.No. 132-8810-01 Date 1/89 TRAFFIC INVESTIGATION Loc. No. Checked By Barbara B. Ri cozz REPORT TO THE Mj STATE TRAFFIC COMMISSION Date to S.T.C. JAN 13 Date 1/89 TOWN South Wi-ndsor Received By S.T.C. LOCATION Rye Street Date JAN 13 1989 Business Park Rye Street - Route 194 Approved By S.T.C. REQUESTED BY Date ' JAN 18 1989 S.M. No. Culbro Land Resources/ J.E. Shepard Company See Previous S.T.C. Report HOW REQUESTED App. forJ Certificate / No. DATE Sept. 27, 1988 ExecutiveSecretzry Recommendations In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission issue a certificate to Culbro Land Resources Inc./J.E. Shepard Company for Phase I of the Rye Street Business Park, stating that the operation, thereof, will not imperil the safety of the public. This recommendation is referenced to the following plans: "Roadway Widening, Route 194 and Rye Street" dated September, 1988 by Barkan & Mess Assoc. and revised January 9, 1989 by the Department of Transportation. "Highway Map, Sullivan Avenue and John Fitch Boulevard", Sheet No. 1 of 3, dated .March 1988 and revised. January 9, 1989 by the Department of Transportation. "Topographical Plan, Rye Street" dated September 1, 1987 by Ed Lally Assoc, and revised January 5, 1989 by Barkan & Mess Assoc. This recommendation is based upon the following conditions: 1. That the developer equitably participate in the recon- struction of the Route 194 - Rye Street intersection, as shown on the above referenced plans. The reconstruction is to be complete prior to the opening of Phase I of the Rye Street Business Park. BY C FFICE OF TRAFFIC ENGINEERING BUREAU OF HIGH14AYS STC No. 132-8810-01 -2- Town of South Windsor 2. That the developer install a traffic control signal at the Route 194 - Rye Street intersection. Upon completion of the installation to the satisfaction of the Department of Transportation, the State will assume ownership and maintenance responsibilities of the signal and the Town of South Windsor will be responsible for the electrical _ energy to operate the signal . Plans for signalization of this location will be approved in a separate report. 3. That the developer widen Route 194, from Rye Street to the existing two lane approach to U.S. Route 5, to provide the lane arrangement shown on the above referenced plans. 4. That the developer install and/or revise the signs and pave- ment markings required by the reconstruction of the Route 194 - Rye Street intersection and the widening of Route 194, as shown on the above referenced plans. Upon installation, to the satisfaction of the Department of Transportation, the State will maintain all stop bars and the pavement mark- ings on Route 194 and the Town of South Windsor will maintain the signs and pavement markings on Rye Street. 5. That all new pavement markings be preformed plastic. 6. That the developer construct a 100 foot long full width exten- sion, with appropriate taper, of the southbound U.S. Route 5 exclusive left turn lane at the U.S. Route 5 Route 194 inter- section, as shown on the above referenced plan. 7. That the developer install and/or revise the signs and pavement markings required by the extension of the southbound U.S. Route 5 exclusive left turn lane, as shown on the above refer- enced plans. 8. That the developer construct the north and south site access drives onto Rye Street, as shown on the above referenced plans. 9. That the developer install and maintain a "Stop" sign, stop bar and double yellow center line on the north and south site access drives, as shown on the above referenced plans. 10. That the developer provide and maintain a clear sight line of 600 feet, in both directions, from the north and south access drives onto Rye Street. The sight line is to be measured from a point 20 feet back from the projected edge of Rye Street. STC No. 132-8810-01 -3- Town of South Windsor 11. That the developer widen Rye Street to provide for northbound left turn bypass capability at both the north and south site access drives, as shown on the above referenced plans. 12. That all roadway improvements within the State's right-of-way be subject to review and approval by the Department of Trans portation prior to the issuance of an encroachment permit by the Department's District I Office. 13. That all drainage requirements be subject to review and approval by the Department of Transportation prior to the issuance of an encroachment permit'by. the Department's District I Office. 14. Where utilities are to be relocated, the utilities shall be moved in compliance with current Department of Transpor- tation policy, and at no cost to the State. 15. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual of Uniform Traffic Control Devices for Streets and Highways 16. 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 owner of the development. The above conditions were reviewed with Chief Gary Tyler, the Legal Traffic Authority for the Town of South Windsor, on January 12, 1989 and he concurred. The above conditions were reviewed with Mr. Benedict Barkan, the developer's authorized representative, on January 12, 1989 and he concurred. i REPORT OF FINDINGS RYE STREET BUSINESS PARK PHASE I ROUTE 194/RYE STREET TOWN OF SOUTH WINDSOR I v . h SITE DESCRIPTION: — s 7 The proposed Phase I of the Rye Street Business Park will contain t 200,000 square feet of floor space and 425 parking spaces. The primary land use for the development will be light industry and office space. The site is located on the north side of Rye Street approximately 1/4 mile north of Route 194 in the Town of South Windsor. Access to the site will i be via two drives onto Rye Street. The development does not have the Town of South Windsor Planning and Zoning approval . - SITE ENVIRONS: Rye Street: This is a 24± foot wide bi-directional Town owned roadway with a posted speed limit of 35 mph. Rye Street is a collector type roadway. Rye Street begins at it's intersection with Route 194 and ends just over H the East Windsor Town line. Rye Street at it's intersection with Route 194 is stop controlled. Route 194 (Sullivan Avenue): Route 194 is a 30± foot wide bidirectional roadway with a posted speed limit of 40 mph. Route 194 is a primary collector roadway and also serves as a minor arterial connecting U.S. Route 5 with the central area of South Windsor. Route 194 in the area of the development i has a 1988 ADT of 16,000 vehicles. Route 194 begins at it's intersection with U.S. Route 5 and terminates at an intersection with Routes 30, 74 C and Buckland Road. I U.S. Route 5 - Route 194 Intersection: U.S. Route 5 at it's intersection C with Route 194 has two 12 foot wide thru lanes in each direction and a12 C foot wide exclusive left turn lanes. The Route 194 leg of the intersection C has two 11 foot wide lanes with one being an exclusive right and the other a combination thru and left lane. The fourth leg of the intersection is a Town owned bi-directional roadway with a one lane approach. The intersection y is controlled by an actuated traffic control signal that currently operates in the U.S. Route 5 computerized signal system. SITE GENERATED TRAFFIC: It is expected that the development will generate approximately 1,600 vehicle trips per day. Two-hundred-ten vehicles (170 enter, 40 exit) in the a.m. peak hour and 190 vehicles (40 enter, 150 exit) in the p.m. peak hour. It is expected the 50% of the site traffic will use Route 194 to access U.S. Route 5 where 25% will travel north and 25% will travel south. Of the remaining traffic, 15% will travel north on Rye Street and 35% will travel east on Route 194 to access Routes 30 & 74. The volumes and directional distributions have been reviewed and aproved by the Bureau of Planning. Report of Findings -2- STC No. 132-8810-01 ACCIDENT EXPERIENCE: A review of the latest three year accident experience for Route 194 in the vicinity of the development revealed no accident pat- terns or trends. However, the intersection of U.S. Route 5 and Route 194 is #1118 on the Department's 1984 - 1986 SLOSSS list. The addition of the developments traffic is not expected to cause further difficulties at this location. The developer will be required to make improvements to this location (extension of southbound left turn lane). This improvement is expected to improve traffic operations at the intersection and may reduce the number of accidents. PROPOSED PROJECTS BY THE DEPARTMENT OF TRANSPORTATION: The Department has no projects planned for this area; however, the Bureau of Planning is currently conducting a corridor study of Route 194 and may recommend future improvements. The Bureau of Planning has been informed of this development, it's generated traffic and the recom- mended improvements. DEVELOPERS RECOMMENDED IMPROVEMENTS: 1. To reconstruct the Route 194 - Rye Street intersection and provide for the new lane arrangement, as shown on the referenced plans. 2. To install a traffic control signal at the Route 194 Rye Street intersection. 3. To construct a 100 foot extension of the southbound U.S. Route 5 exclusive left turn lane at it's intersection with Route 194. 4. To install and/or revise signs and pavement markings as required by the extension of the southbound U.S. Route 5 left turn lane. 5. To construct the two access drives as shown in the referenced plans. 6. To install and maintain a "Stop" sign, stop bar and double yellow center line on both access drives, as shown on the referenced plans. 7. To provide a clear sight line of 600 feet in each direction from both site access drives onto Rye Street. The sight line is to be measuered from a point 20 feet back from the projected edge of Rye Street. Report of Findings -3- STC No. 132-8810-01 OFFICE OF TRAFFIC ENGINEERING RECOMMENDED IMPROVEMENTS: The Office of Traffic Engineering agrees with the items proposed by the developer and has the following additional recommendations: 1. That the developer widen Route 194 to provide two westbound travel lanes from Rye Street to the existing two lane approach to U.S. Route 5. 2. That the developer widen Rye Street to provide northbound left turn bypass capability at both site access drives. 3. That all new pavement markings be preformed plastic. 4. That all roadway improvements within the State's right-of-way be subject to review andapproval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. f 5. That all drainage requirements be subject to review andapproval by the Department of Transportation prior to the issuance of an encroachment permit by the Department's District I Office. 6. Where utilities are to be relocated, they shall be moved in accordance with current DOT policy, and at no cost to the State. 7. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways". 8. 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 owner of the development. The Office of Traffic Engineering, the Legal Traffic Authority and the developer's authorized representative are all in concurrence with the above. This development does not have planning and zoning approval . ��owN se4( coy 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 solt-0) � AREA CODE 203/644-2511 February 2, 1989 M E M O R A N D U M TO: Marcia A. Banach, Director of Planning FROM: Michael J. Gantick, Director of Public Works RE: Shepard/Culbro Business Center Engineering Review Attached please find the SEA engineering review comments . In addition the following comments are also noteworthy: 1 . Road improvement plans for Rye Street should be provided. These plans should include plan/profile with construction details, drainage and grading limits . Intersection of proposed roads at Rye Street to be detailed. Drainage to be provided. Centerline to match Rye Street gutter lines . 2 . The proposed drainage is designed with deep grades . Consideration of diverting drainage to a system on Rye Street should be considered. It appears the drainage profile can also be raised 2 or more feet and meet minimum standards . Contributing flows from lots and grades should be verified. 3 . The drainage outlet piping should be extended down the 50 foot ROW. This will reduce piping (and cost) . The access road should be gravelled with loam/seed cover. As proposed by-pass piping goes outside 30 foot easement. Wing walled end structure should be provided with stabilized outlet plunge pool and connection to wetland area adjacent to river. Sedimentation structure design calcs should be provided. Placement should be in close proximity to road for ease of maintenance access . 4 . Details for all materials of construction, including road, stabilization, storm sanitary structures and pipes , etc. . . are missing. Specifications needed also. 5 . Legends should be provided for all sheets . 6 . Match lines should be provided for topo, plan/profile, subdivision sheets . 7 . Monuments to be provided at all points along open space. 8 . Sightline along Rye Street and proposed roads needs to be checked. 9 . If project is to be phased; road, drainage, sewer etc. . . should be shown as self standing for each phase (i .e. temp cul-de-sacs etc. . . . ) Phase lines on plan/profile sheets needed. 10 . Steep slope protection notes are vague. 11 . Note on profile re: "Sanitary sewer pipe to be ?" 12 . Pavement design for this road is to be based on road use and on-site soil conditions . 13 . Use of ACCMP is not acceptable. Class V and use of drop manholes or other velocity control measures should be considered. 14 . Tie lines and boundary definition needed for proposed open space along River Channel (none provided) . 15 . Sidewalks should be provided in project and along Rye Street. 16 . Lot-to-lot drainage and grading have not been addressed. It appears provision for future storm tie in has been provided, however clarification and justification should be provided. 17 . Sight line distances to be checked in both directions at intersection of Waterview Way and Horseshoe Boulevard. 18 . Sanitary Sewer Capacity Analysis needed. (Rye K P''llrr : St-eefs� 19 . Gutter flow analysis needed for roads . Based on the number and nature of comments noted herein, it is recommended that the Commission not act on the plans as submitted. The plans should be revised and resubmitted for staff review. The comments noted do not constitute a final review of said plans but are intended to provide the applicant guidance in preparing the plans for resubmission to the Town. MJG/jsv cc: Project File r a S E A Consultants Inc. January 31, 1989 Engineers/Architects PrincipalsMr. Michael J. Gantick, P.E. Arnold B Goldstein,PE Director of Public Works Frederick G Aufiero,PE Town of South Windsor Robert M Brandon,A I A 1540 Sullivan Avenue Stephen H Genbo,PE South Windsor CT 06074 David T Goodemote,P E r Bruce E Soule.PE Kenneth M Stewart,PE Re: Shepard/Culbro Business Center Anthony Zuena,PE Task Order No. 89034.01 Associates Steven L Bernstein,PE Paul F Gabriel,PE Mark Gould,PE Dear Mr. Gantick: Michael S Schultz,PE Arthur Spruch,PE As requested, S E A Consultants Inc, has reviewed the following for Pau IC Ross,PE the above referenced project: Sheet No. Title Prepared By Date 1 of 26 Key Map Ed Lally & Assoc. 10/24/88 2 of 26 Topographic Plan 11 10/24/88 3-4 of 26 Plot Plan 1 & 2 10/24/88 5-11 of 26 Subdivision Plans 10/24/88 12-20 of 26 Grading & Erosion 10/24/88 21 of 26 Sedimentation & Ero- 10/24/88 sion 22-26 of 26 Plan & Profile 1-5 10/24/88 --- 10-Year Storm Analy- 10/24/88 sis --- Water Surface Analy- 12/10/88 sis --- Traffic Impact Study Barkan & Mess Assoc. 9/27/88 This information was reviewed for compliance with the Town of South Windsor Subdivision and Zoning Regulations dated July 24, 1972 and standard engineering practice. We note the following: 850 Silas Deane Highway Wethersfield,CT 06109-3412 (203)721-7993 485 Massachusetts Avenue Cambridge,MA 02139-4018 (617)497-7800 Citicorp Park West 100 Foden Road South Portland,ME 04106-2319 (207)775-2281 Mr. Michael J. Gantick, P.E. SEA consultants Inc. January 31, 1989 Engineers/Architects Page Two Section 4.13.2.1 KEY MAP a. A data block which contains required zoning information should be provided on the map. e. Lines indicating sanitary sewer systems with direction arrows should be shown. Section 4.13.2.3 PLOT PLAN b. Proposed street centerlines with stationing should be provided on the plans. C. All building lines, in accordance with zoning regulations, should be shown on the plans. e. The grantee and grantor of the 50-foot right-of-way easement at the end of Waterview Way should be provided. i. The maps shall be entitled "Plot Plan" . Section 4.13.2.5 PLANS & PROFILES g. Profiles shall show all sanitary sewer lines. Sheet 3 of the Plan & Profile does not include the proposed force main and gravity sewer along Waterview Way. Section 4.13.6 CONSERVATION PLAN 1. Soil classifications and boundaries should be delineated on the plans. 2. Subsurface soil characteristics should be provided to determine impact of the proposed absorption pits. 3. Filter fence should be specified at locations that are to be protected from erosion during construction. Mr. Michael J. Gantick, P.E. S E A consultants Inc. January 31, 1989 Engineers/Architects Page Three GENERAL COMMENTS 1. In accordance with Town requirements, pre- and post-development drainage conditions should be evaluated for the 2, 10, 25, 50, and 100-year storm frequencies. A zero net increase should be indicated between pre- land" post-development j5r jqS (i�j (.,•ch"'_ vf��f 9 ,.s-v . Bl SGI u-�C L� Y_u 07/�✓rLQI� I P_ C�b!(!h4�PPsq /✓•ter[ 2. Design calculatiocs and details of the proposed absorption pits should be provided. 3. A force main is shown along Waterview Way. However, a gravity sewer and pump station have not been provided on the plans. 4. Verification of runoff coefficient, "C" values for the proposed lot drains should be provided. 5 . The hydraulic analysis for the 10-year storm has not been revised to correlate with pipe sizes and lengths and the numerical listings of the structures shown on the plans. 6. The proposed 54" R.C.P. between C.B. #59 and C.B. #63 along Waterview Way appears to be too close to the 4-inch force main. This condition should be eliminated to avoid conflicts during construction. 7. The length of Waterview Way is approximately 1,000 feet long. In accordance with Town regulations, dead end streets should not exceed 600 feet and would presumably require a waiver. - 8. The Traffic Impact Study indicates that a roadway widening plan for the intersection of Route 194 and Rye Street has been prepared. However, the plan has not been submitted with the subdivision plans and is therefore not included in this review. 9. The Traffic Impact Study contains an analysis based upon Phase I development. The traffic volumes presented do not include volumes generated by total development of the 16 lots proposed for the site. If you have any questions, please call me. Sincerely yours, S E A Consultants Inc. ohn T. Holland JTH:ap k%3 and associates CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • (203) 688-2413 REC .-.- P \, ED FEB 1989 F bruary 7 , 1989 SO. WINDSOR PLANNING DEPT., Marcia Bancek Town Planner Town Hall South Windsor, CT 06074 Re: Culbro/Shepard Business Park Marcia; I her by grant , on behalf of my Client , Culbro/Shepard partnership, an extendsion of 65 days for the time limit to begin the public hearing for subdivision approval of the referenced site. Sincerely, b -.' Ed Lally , P.E. L. S. S0'N Sf,( i • r o � cs-Pslo� V&1� c � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �hOSOR-C AREA CODE 203/644-2511 March 6 , 1989 Dr. Anthony Giorgio c/o Culbro Land Resources, Inc. 8 Griffin Road North Windsor, CT 06095 re: Appl . #89-01P, Shepard/Culbro Industrial Subdivision Gentlemen: Please be advised that the public hearing in the above matter has been scheduled for Tuesday, March 21, 1989 at 8 :00 P.M. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue . A sign advertising the hearing must be posted for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have it posted by Friday, March 10, 1989 . One sign should be placed on the northwesterly side of Rye Street. 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 Engineer M. Banach, Dir. of Planning t0 Sf,( C � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, MARCH 9, 1989 THURSDAY, MARCH 16, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION Notice is hereby given that there will be a public hearing of the Planning and Zoning Commission on Tuesday, March 21, 1989 at 8 :00 P .M. in the Council C mbers of the South Windsor Town Hall to consider the foil, ing•• 1 . Appl . / #89-01P, ulbro Land Resources, Inc. for a Subdivision of property on the northwesterly side of Rye Street northadsterly of Commerce Way, I Zone. 2 . Appl . #89-05P, RSK-Kellco, Inc. for a 7-lot Resubdivision of approximately 16 . 10 acres of property beyond the Bramblebrae cul-de-sac extending northerly to Miller Road, easterly to the CL&P right-of-way and westerly to Oxford Estates, AA-30 Zone. Copies of the applications and maps more clearly defining the properties are on file in the office of the Town Clerk and/or the Planning Department of the Town of South Windsor. At this hearing, interested persons may appear and be heard, and written recommendations will be received. PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary •SENDER: Complete Items 1 and 2 when additional services are desired, and complete Items 3 and 4. Put your address In the "RETURN TO" Space on the reverse side. Failure to do this will prevent this card from being returned to you. The return recelnt fae will Grovlde you the name of the Gerson delivered to and the date of delivery. For additional fees the following services are available. Consult postmaster for fees and check box(es)for additional service(s)requested. 1. O Show to whom delivered,date,and addressee'.address. 2. 0 Restricted Delivery f(Extra charge)f 1(Extra charge)1 3. Article Addressed to: 4. Article Number �� 19-n17H01JY P6 7 z (flt �-�5 Type of S,#ry e: ❑ Ist6red ❑ Insured /� IVO� .rCertified ❑ COD ((' //✓Z d/� 0 T O� Ogg ❑ Express Mail Always obtain signature of addressee or agent and DATE DELIVERED. 5. Signature—Addr 8. Addressee's Address(ONLY if X , TL2�� requested and fee paid) 6. Signature—Ag X 7. Date of Delivery h PS Form 3811, Mar.1987 + S.O.P.O.1N7.17a m DOMESTIC RETURN RECEIPT P-625 092 359 U)1/,) - I I ! V ) PLANNING AND ZONING COMMISSION 2 14 FEBRUARY 1989 a� and associates ,,,jj1%a CIVIL ENGINEER • 111 PROSPECT HILL ROAD • WINDSOR, CONN. 06095 • (203) 688-2413 March 16 , 1989 Planning & Zoning Commission Town Hall South Windsor, CT 06074 Re: Culbro/Shepard Commissioners : I hereby withdraw, on behalf of my Client , the Culbro Shepard partnership, the subdivision application on the referenced site. We intend to resubmit the referenced application as soon as all the technical requests of your staff have been incorporated into the plans . We thank the Commission for their consideration to date and apologize for any inconvenience this may have caused you. Sinc ely , Ed Lally, P. E. . L . S. STATE OF CONNECTICUT MEMBERS t:j Commissioner of Transportation �.f TRAFFIC COMMISSION Commissioner of Public Safety Department of Transportation Commissioner of Motor Vehicles wre..sr sJsov` 24 Wolcott Hill Road • P.O. Drawer A Wethersfield, Connecticut 06109-0801 Phone: 566-5228 = April 30, 1991 P. Anthony Giorgio, PhD Culbro Land Resources, Inc. 8 Griffin Road North Windsor CT 06095 Dear Dr. Giorgio: Subject: Rye Street Business Park - Phase I Route 194 Town of South Windsor The State Traffic Commission at their meeting of April 16, 1991 granted a one-year time extension for Certificate No. 903. Please keep this office informed of the progress of completing the conditions and requirements of the Certificate. Your cooperation will be appreciated. /, ' Very truly yours, �L 4) William W. Stoeckert Executive Director cc: Chief Gary K. Tyler Mr. Thomas D'Aurik Barkan & Mess Associates, Inc. An Equal Opportunity Employer Primed on ret yt led or re<nvered paper