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Home My WebLink AboutZC General Plan of Development TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION Gov+" Seq APPLICATION FORM Application No: 7 �' Official Receipt Date: S'd.2-O/ r "• Receipt No: 1 `` APPLICANT: Sullivan Town Hcmes,_ LLC c/o Leonard Jacobs, Esq. SOUTH WINQqnR o,,. ADDRESS: _146 Main Street, P.O. Box 470, Manchester, CT 06040 OWNER OF RECORD ON LAND RECORDS:Tbwn of South Windsor (easement area only)/Marilyn Katz/ Albina Lata, Marion Gegetskas, Royce Savitsky, Ludwig Savitsky ADDRESS: 146 Main Street P.O. Box 470, Manchester, CT 06040 (Katz) 1641 King St. , Enfield, CT 06082 (Lata) ; .1540 Sullivan Ave:,- So. Windsor, ) COMPLETE LOCATION OF PROPERTY: 1101 & 1135 & 1165 Sullivan Avenue (west side) ; east of West Rd 100 38 ASSESSORS MAP # 88 PARCEL # 2 ZONE A-20 & RR 88 1 (Town easement area NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie, Principal; Design Professionals, Inc., 165 South Satellite Read, South Windsor, Cr 06074, Telephone (860) 291-8755, Fax (860) 291-8757 THIS APPLICATION IS FOR: (Check all that apply): ® Zone Change to MF-AA (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ❑ Site Plan of Development ® General Plan of Development ❑ Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) ❑ Regulation Amendment: ❑ Zoning ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. Signatu of Applicant J Signature of Prdperty Owder Signature of Pj4erty Owner (Town of South Windsor) (Katz & Lata, et al) (See reverse side for additional information) } BOND FOR DEED THIS AGREEMENT ("Agreement") made as of the3ottday of March, 2000, by and between ALBINA LATA, having an address of 1641 King Street, Enfield, Connecticut,'MARION GEGETSKAS, having an address of 66 E. Granby Road, Granby, Connecticut, LUDWIG SAVITSKY having.an address of P.O. Box 172, Yakima, Washington and AND ROYCE SAVITSKY having an address of v c a) ollectively "Seller") and NEW YORK DEVELOPMENT GROUP, having an address of 1041 East 22"d Street, Brooklyn, New York ("Buyer"):- WITNESSETH : 1. PROPERTY. The Seller hereby agrees to sell and the Buyer hereby agrees to purchase the premises known as 1101 Sullivan Avenue, South Windsor, Connecticut, more particularly described on Schedule A attached hereto and made a part hereof("Premises"). F:\DOC\STELINA\AGREEMENTS\KANN.BONDFORDEED 2 t. 3. ADJUSTMENTS. All adjustments shall be made in accordance and practice of the Hartford County Bar Association. 4. CONVEYANCE OF TITLE. The deed of conveyance to the Premises shall be a full covenant Warranty Deed in the usual Connecticut form, which shall be duly executed, acknowledged and delivered, conveying a good and marketable title in fee simple in and to the Premises to the Buyer free and clear of all encumbrances and exceptions to title (according to the Standards of Title of the Connecticut Bar Association, using a description which conforms to the laws of the State of Connecticut, in which a reputable title company, licensed to do business with the State of CoAecticut will inure), except as hereinafter set forth. Seller shall also deliver to Buyer valid checks in payment of any real estate conveyance taxes due. t 5. EXCEPTIONS TO TITLE. The Premises will be conveyed by the Seller and accepted by the Buyer subject to the following: A) Zoning regulations, building restrictions and any other rules and regulations of any duly constituted public authority; B) Taxes, not delinquent as of the Closing, due to the Town of South Windsor. C) Easements, agreements and restrictions appearing of record provided they do not render the title unmarketable or prevent the use of the Premises for Buyer's intended purpose. Seller agrees that Seller shall not encumber the title to the Premises after the F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 3 date of this Agreement. 6. REPRESENTATIONS AND CONDITIONS. A) Assessments. The Seller represents that it has received no notice nor has any knowledge of any assessments existing against the Premises or to be placed against the Premises or any part thereof. It, at the time of Closing, the Premises or any part thereof shall be affected by any assessment, then such assessment shall be the responsibility of the Seller and shall be deemed an encumbrance not.excepted in the Agreement under paragraph 4. B) Governmental Violations. Seller represents that he has received no orders, notices or allegations of violations whether zoning or otherwise from any governmental-agency relating to the Premises. C) Seller represents that it has no knowledge of any adverse environmental conditions which may affect the Premises. Seller recognizes that Buyer is relying upon the truth and accuracy of these representations and the information on the attached schedules in purchasing the Premises. Seller agrees to indemnify and hold Buyer harmless from any and all damages which may result from a breach by Seller of the representations and warranties herein contained. The provisions of this paragraph shall survive the Closing of title and delivery of deed herein. 7. RISK OF LOSS. The risk of loss of or damage to any buildings and other improvements on the Premises by fire or other cause prior to the Closing is assumed by the Seller, and the Seller shall maintain in full force and effect until the Closing all existing fire insurance (including extended coverage) on such buildings and improvements. If any substantial loss thereof or damage thereof should occur and not F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 4 be restored or repaired and paid for on or before the date herein designated for the Closing, the Buyer shall have the option of(a) closing the sale hereunder on the terms provided herein, and receiving in an amount not to exceed the purchase price, all insurance monies recovered or recoverable on account of such damage, less any thereof received by the Seller and applied to the restoration or repair of such buildings and improvements or (b) canceling this Agreement, in which event neither the Seller nor the Buyer shall thereafter have any further duty or liability to the other hereunder except that the Seller shall return to the Buyer the Deposit. 8. DOCUMENTS TO BE PROVIDED BY SELLER AT CLOSING. At Closing, Seller will provide the following documents. A) Warranty Deed. B) Conveyance Tax Statements, together with payment for the conveyance tax. C) Standard Connecticut Attorneys Title Insurance Company Affidavit regarding the fact that no mechanics lien rights exist against the Premises, and that there are no tenants in possession of the Premises and the Seller is not aware of any violations, of any restrictions or encumbrances. D) An affidavit that Seller is not a foreign person. E) An affidavit which includes the representations set forth in paragraph 6, and a statement that said representations are true and correct at the time of Closing. F) Releases of all mortgages or liens against the Premises. G) Any other customary documents provided by Seller in the sale of similar real estate. 9. OBLIGATION OF BUYER AT CLOSING. At Closing, Buyer will provide F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 5 payment of the purchase price as provided herein. 10. BROKER. The parties represent to each other that Dzen Realty Inc. is the only broker who is entitled to a commission as a result of the transaction contemplated herein, which commission will be paid by the Seller. To the extent that any party has dealt with another broker or real estate agent who may make a claim in any way related to this transaction, then that party shall indemnify and hold harmless the other party from the claims of that broker or realtor. 11. If either party brings an action in court to enforce the provisions of this contract and prevails, the other party shall be responsible for all court and sheriff costs and reasonable attorneys' fees. r F:\DOC\STELINA\AGREEMENTS\KAAN.80NDFORDEED - - - - -_ mid 14. NOTICES. All notices sent pursuant to this Agreement shall be by written notice, signed and sent by registered mail, return receipt requested, as follows: To the Seller: To the address set forth at the beginning of this Agreement. With a Copy to: Attorney Thomas Norton 144 Prospect Hill Road East Windsor CT 06088 With a Copy to: Attorney Dominic Ferraina P.O. Box 506 Windsor CT 06095 To the Buyer: New York Development Group 1041 East 22"d Street Brooklyn NY 11210 With a Copy to: Attorney Leonard Jacobs P.O. Box 480 Manchester CT 06045 14. COOPERATION. Seller shall cooperate with Buyer in Buyer's efforts to satisfy the Contingencies. However;Seller shall not be obligated to incur any expense with regard to said cooperation. As used herein, the term "cooperation" specifically includes signing any governmental applications Buyer may request. 15. . ASSIGNMENT. Buyer shall have the right to assign this Agreement and the Deposit to an LLC created for the development of these Premises. 16. DEFAULT. If Buyer shall default in the performance of its obligations set F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 8 forth in this Agreement, Seller shall retain the Deposit as liquidated damages and all rights and liabilities of the parties hereto by reason of this Agreement shall be at an end. If Seller shall default in its obligations set forth in this Agreement, Buyer shall have the right to pursue any legal or equitable remedies that may be available to the Buyer. 17. APPLICABLE LAWS. This Agreement shall be governed by the laws of the State of.Connecticut. 18. SURVIVAL OF RIGHTS. Delivery and acceptance of the deed shall constitute full compliance by the Seller with all terms, covenants, conditions, and agreements contained herein or connected with this transaction, except for the warranties contained in this deed; provided, however, that any covenants and agreements contained herein relating to rights, obligations or acts of the parties or either of them which are to exist or be performed after delivery of the deed, shall survive such delivery. 19. SUCCESSION. This Agreement shall be binding upon and shall inure to the benefit of the heirs, personal representatives and assigns of the parties. 20. COMPLETE AGREEMENT. It is understood and agreed that this written agreement (including Schedule A), represents and constitutes the entire agreement between the parties, and that no oral statement or promises or any understanding not embodied in this writing shall be valid. IN WITNESS WHEREOF, the parties hereto have executed this agreement in duplicate on the day and year hereinbefore set forth. Signed, sealed and delivered in the presence of: Albina Lata F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 9 Marion Gegetskas r L�t t udwig Savits<y Ludwig Savitsky fo yce Sa sky ��.A duly authorized by Power of Attorney NEW YORK DE ELOPMENT GROUP T1 k/z� STATE OF CONNECTICUT) ss. , 2000 COUNTY OF ) Personally appeared , signer and sealer of the foregoing instrument and acknowledged the same to be his free act and deed, before me. STATE OF CONNECTICUT) ss. , 2000 COUNTY OF ) Personally appeared , signer and sealer of the foregoing instrument and acknowledged the same to be his free act and deed, before me. F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED 10 STATE OF GPIP ) -r ss. 4MVIL Z 2000 COUNTY OF gaVA Personally appeared "0, •��`�`� .� , signer and sealer of the foregoing instrument and ackAbwledged t sam to b is free act and deed, before me. r�� c� t._e '•. . STATE OF �; •o(s��. ss. , 2000 COUNTY OF Personally appearedLu6w►c5z•Zvi+ signer and sealer of the foregoing instrument and ack "ledged the same to a his free act and deed, before me. A �tnh� Le _` •Zo_a�y� (,� s c 2�i(62 �1�A %fi=s ~1 STATE OF CONNECTICUT) ss. Drts ,2000 '.� e '� `.....��' COUNTY OF � ) .. 1 ,. •' Personally appeared ��ti , signer and sealer of the foregoing_ instrument and acknowled7--t be his free act and"deed, before me. F:\DOC\STELINA\AGREEMENTS\KAHN.BONDFORDEED " . w •tit Marion Gegetskas Ludwig Savitsky Ludwig Savitsky for Royce Savitsky duly authorized by Power of Attorney NEW Y RK E ELOP EN GROUP A-- v v STATE OF CONNECTICUT) ss. fY� i2.��,¢ f(o , 2000 COUNTY OF !'A-K-?F-x-j) Personally appeared A i u7'+ 1-H•zilr , signer and sealer of the foregoing instrument and acknowledged the same to be his free act and deed, before me. MARILYN EN NOTARY. PUBLIC STATE OF CONNECTICUT) MY.COMMISSION.EXPIRES AUG.31,2003 oRDs� w�n��s o R MARc�- aS , 2000 COUNTY OF # ) Personally appeared /hARIpN ; SKAs signer and sealer of the foregoing instrument and ackno dged the same to be me-free act and deed, before me. F:\DOC\STELINA\AGREEMENTS\KANN.BONDFORDEED STANDARD APPROVAL ZONE CHANGE AND GENERAL PLAN PROJECT: Strawberry Fields APPL #01-24P ARCHITECT/ENGR: Design Professionals PROJ # Submit mylars of sheets: LApproval is for zone change of 16+acres and general plan of development 2. Adjust landscaping plans to relocate plantings currently located on walkways or drainage structures 3. Show phasing line on plot plan if project is to be phased; 4. Increase buffer plantings; fill in gaps along Sullivan Avenue; 5. dd lighting to the interior unnamed,driveway 6. Within ninety days,by April 22, 2000, a zone change map (1"=40')with an A-2 certification must be filed, showing all boundary lines and the acreage of the land where the zone change was granted. The map shall be drawn in accordance with the rules and regulations of the State Board of Registration for Professionals Engineers and Land Surveyors and shall be stamped and signed by a Registered Land Surveyor. The zone change map must be submitted on black and white mylars,with this approval letter thereon,together with three blueprint copies of the Zone Change. After the mylars have I been stamped and signed by the Commission, they will be returned to you for filing in the l E'' Town Clerk's office. *JLvuc cv t9:t Tel oovoyedaar uG6:r nLw�� 11'!f13IC1 1Z_41 P.UU3fdUs r ` 62Z9 JIEEBS.NUI�NM.KIc�ilAtEt . Novmbet 9,300 fv- TQwn oF$aizthiRjiadsosPlanaingaadZa2ilag CcmCntsslosx Town of SwA Wkdaor kaaod W'ttlaadg C��atiss�on To%%=of South windsot waterYolitaqu Con oAuthority State oEC6natticut Dapart�olat of� spatca 9tste of CowPx=tjr Rep of°#$iiv irczvrental Preteetina United Stami AuaY Caip.o[ agizi�ts All Odiet�evammental-Aggiat�es of the Town of South V judsor All Othct C,otrettuaental pgetscim of the State of CoXMCC"4►t Dear C6UjWij$iaU/A,5ft=yM[ Qom- I The uadaSigaed am the owners of pivpedy 1�oixra as 11D1 swIIVaa Awe=c,South W4odser,Co�ticut Crpro Ws rare ettttted into a con act tb sell tt E.'ProP�►to a � �` to deYelb CMU s.preseated.by Aiiomey Lc?natd racobs. We>rtsovv that the buyer is planaic P The prvpedy as a walti-famity dev+elopmA nt, Tbt purpbee ofrbis 1encr is to acl Owladge out WUa cot to Ihc EilIZ9 01•1Y ga.,recQm�t tat d the approval of a multi-femliy development ant the ptopedy. appynaliow Wb h would. r ewaxd.facobs to fie any goveaauiatttal appUrAtlona �e spwi c authvt>sa: ° Y yals. Flvar�ger,ail acdoas ,VWGhwal be helpful is obtaining all rtgU'rc4 goveMmcatal$ppro md�en by the bwpr and/or Attx)=cY ya=bs gwxificaly, 5b4ll be at the eV pence of tho buyer Datod ibi$-L.daffy of Novemb a.2000. Albania Late Mari Gcgotslcas dwig tstcy �ccYco Sava y b�GV P.t d 1 i 6SS6899098Z F QS1, bb ZZ 1 000ZiStii11 L00 Sti6'ON 29 dACUBJ ,lAL1CII,nIbCaPna�n • i November 9,2000 To: Town of South Windsor Planning and Zoning Commission Town of South Windsor Inland Wetlands Commission To"of South Windsor Water Pollution Coutrol Authority State of Connecticut Department-of Transportation State of Connectcut-Department ofEnvirouwental Protection United states Army Corp of En&ccrs All Other Governmental Agencies of the Town of South'W"tndsar ! All Other Governmental Agencies of the State of Connecticut Dear Comznissioa/A.gency Members- The undersigned are the owners ofpzopatyknown as 1101 SuIlivauA,venue,South Windsor,Connecticut C`Property 1. We have entered into a contmot to sell the Property to a. group represented by Aitouney Leonard Jacobs. We know that the buyer is planning to develop the property as a multi-family development. The purpose of this letter is to acknowledge our consent to the filing o f any governmental applications which would aid in the approval of a multi family development oil the property_ We specifically authorize Attorney Leonard Jacobs to file any goven=Leutal applications which willbe helpful in obtaining all required governmental approvals. However, all actions undertaken by the buyer and/or Attorney 7aeobs specifically, shall be at the expense of the buyer. Dated this./ day ofNovembor,2000. Albin Lata i Marian Gegetskas Ludwig Savittshy ,Royce Savi6ly i ' I 17:49 FAA 9806489569 DLCn XbALLI 15 622R !ileoBs,{eLBEM,IicFiBRSCfl ut3!.uuc -- i I i November 9,Z000 - To:. Town of Scatj*Winslsor.Ptannin abd 7.oning Commission Town bf Soulbt'Wis�dsoz,In)and I�Vetlaads Cordmiss1oK f Town of SOP&Wiawr Wit=Po1liltiQa.t:Ontt±ol Authoxity State of CotutecueW Departmeot-of'Ixinsportatiou SW of CanneCticuz-Depgtmanz:ofFmi-xfl upental Protection Limited SUT�$Acsirj-Corp q f Ri7glueeCS All Od)ir Gov�ental Age4cies of the Towu of So¢tb'V vet r All Oster Oov6mmenW A.gra6xes ofth„State of CoL1r=tyCtit Dsar ComzsslssiontAgcucy Membery The undersigned ate the owners ofpznpotty knawa as 1101 Sullivaq,Avenue,South Windsor,Connect,icttt C`Propariy'l: We have entered into a ccmt=t to sell th':1'ropQiy to a group represented by Atiomay Leo=d Yacabs. We kaow That tb a buyer is Planning tq develop: the propetty as z multi-farm development. The purpose of this letter is to.Qdl towledga cui oansem to the filing oi'aay goveitunetltal applications Whidf woud aid inthe apE rai of a multifamily deve to teAt oi uho property- We i spcoificalRy:aatborizc Attorney Leonard Jazobs to fiie any govenxreiatai applications which will be halptui is obtaining all zuquired govecennentsil approvals- govcvea,all actt►ons undcr4kca by the buy F m orAttoraey Jambs specifically; shall be at thr:c%jx w c f the buycrr_ Dated this 1,1�'day ofNovetubcr.200p. Albina Lata Madera GegoLAac Ludwig Savituiy -I 05/04/2001 05:03 000-000-0000 PAGE 01 FROM :MBD MANAGEMENT FAX NO. :71e-250-4272 May. 03 2001 021.18PM P1 .r -....... , .r.,....�_•wlrl�rlw rN/ r+—.w�i rrr,rr .��_r..�_....,.i.�M_w.r•'.T� �.++ .. .1 llla a�I.i.�.�.,T"+1--�Ir•Y, . nr ..+r..—..--� —_—•--t-�. Stormwater Management Plan Strawberry Fields .. ` South Windsor, Connecticut ' WN S�,11e►1 y�r.,�3 Prepared by Design Professionals,Inc. 165 South Satellite Road South Windsor,CT 06074 DPI Project No. "-1280 November 17,2000 -'fi Ni:7 �,renu ut•"-- 4 Table of Contents: Page# Introduction 1 Proposed Development 1 Off-Site Analysis 2 Peak Runoff control 2 Nonstructural Drainage System 2 Riparian Buffers 2 Erosion/Sedimentation Control Systems 2 Stormwater Runoff Quality 2 Conveyance System 2 Discharge at the Natural Location 2 Maintenance and Operation 3 Topographic Contour Maps 3 Floodplain Boundaries 3 Drainage Design 3 On-Site Storm Sewer Calculations 4 Conclusions 4 Appendices Site Location Map A TR-55 Existing Conditions B TR-55 Developed Conditions C Storm Sewer Calculations D Introduction: The site is located on the west side of Sullivan Avenue in South Windsor, Connecticut, and consists of two parcels totaling 56 Acres. The site extends from Sullivan Avenue on the east to West Road. There is presently a single family home and barn on the site along Sullivan Avenue. The site is traversed from north to south by the Podunk River. There are substantial wetland areas on the site and upland areas adjacent nt J to Sullivan Avenue. The site in the vicinity of Sullivan Avenue drains to the west to the wetlands on site. The wetlands drain to the Podunk River, which leaves the site southerly. Proposed Development: The proposed development of the site includes the construction of 43 elderly housing units contained within 12 buildings. As part of the development, access roadways, parking, and driveways will be constructed. The site will be serviced by public sanitary sewer and water. The sanitary sewer service will require the installation of a pump station. All construction of the elderly housing, and associated pavement will be done on the uplands adjacent to Sullivan Avenue. The large majority of the site will not have any impacts. The area of the proposed development will continue to drain to the west toward the large wetlands on site. The Storm drainage system proposed for the development includes the installation of storm-sewers within the proposed access street, vegetated drainage swales, a piped storm drainage system, 3 water quality basins, and a series of drywells for roof runoff. The roof runoff from the majority of the units will be diverted into drywells. The drywells have been designed to completely contain up to I"of runoff from the roofs. The infiltration of stormwater during the rainfall event was not taken into account in the calculations. Therefore,the drywells will actually accommodate storms greater than the I"of runoff. The drywells have been provided with overflow pipes connecting to the storm sewer system for flows that exceed the capacity of the drywells. The site has been designed with swales along a number of the roadway segments, and without curbing. The intent of the design is to encourage infiltration of surface flows for the smaller storms in particular. A conventional stormsewer system is provided for the larger rainfall events. 3 water quality basins have been provided to provide additional water quality treatment. The site has been divided into 3 drainage basins. The water quality basins have been sized to completely contain the first I"of runoff from the site. Flows from larger storms will exit the basins via the overflow weir provided in each basin. The combination of the infiltration of the roof runoff from the roofs of the majority of the units, the swales on site providing additional infiltration,the retention of the first I" of runoff from the site, and the natural water quality and detention affects of the_ acres of wetlands on the site will provide ample mitigation for water quality and detention of the developed site. Off-Site Analysis: The site presently drains to the Podunk River that traverses the site from north to south. The majority of the 56 acres of the site are wetlands. With the various mitigation measures being implemented, and the natural water quality and detention affects of the wetlands on the site, there are no impacts off site anticipated due to this proposed development. Peak Runoff Control: With the various mitigation measures being implemented, and the natural detention affects of the wetlands on the site, there are no impacts off site anticipated due to this proposed development. Nonstructural Drainage Systems: The site will make use of a number of nonstructural measures to help infiltrate runoff into the soil, and to maintain the natural drainage patterns. Water quality basins, which will contain the first 1"of runoff,will be constructed. The runoff contained within these basins will infiltrate into the ground. The drainage system on the site contains a number of swales to encourage infiltration of storm runoff on the site. Riparian Buffers: As part of the development of the site, a large portion of the site (approximately 28 acres)is being set aside as open space. Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the subdivision design. These measures include the following: l. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Installation of silt fence around catch basins. 4. Use of the water quality basins during construction as sediment basins. 5. Seeding and mulching disturbed areas as soon as practical during construction. 6. Lim iting the areas of disturbance during construction. 7. Installation of construction entrance pads, and sweeping of roadways as needed. 8. Maintenance of the above measures. Stormwater Runoff Quality:A number of water quality measures have been integrated into the site design to provide for treatment of the stormwater runoff from the site. These include the 3 water quality basins which will contain the first 1"of runoff from the site. In addition the swales will provide additional water quality enhancement Conveyance System: The on-site conveyance system consists of a piped stormwater system discharging to the 3 water quality basins. The piped drainage system has been designed to accommodate the runoff from a 10 Yr design storm The water quality basins have been designed to handle the first 1"of runoff from the site. Larger storm events will discharge to the wetlands through the overflow weir in each basin. Discharge at the Natural Location: The site discharges to the on-site wetland area which drains to the Podunk River. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, and Water Quality Basins. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be re-shaped and replenished as required. Catch Basins: The catch Basins within each lot shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Basin Spillway: The stone spillway shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be re-arranged and added to as required to maintain the design as per the design plans. Topographic Contour Maps: Topographic contour maps have been provided showing the drainage areas for the site at a scale of 1"=40'. The maps showing the existing and developed conditions are included in the rear of this report. Floodplain Boundaries: There are no floodplain boundaries on the site. Drainage Design: The drainage design of the site has been completed utilizing a number of computer programs and generally accepted design methods. The runoff from the site under existing and developed conditions was developed utilizing the TR-55 computer program The drainage piping on site was designed using the rational formula. Under existing and developed conditions, the site drains to the west to the on-site wetlands The TR-55 calculations for the existing runoff from the upland area to the wetlands are contained in appendix B. The TR-55 analysis for the developed discharge to the wetlands is contained in appendix C. The developed conditions discharge calculations do not take into account the drywells on site. Therefore the actual flows under developed conditions will be less. The water quality basins have been designed to contain the first 1" of runoff from the respective drainage basins. The 1" of runoff to be contained includes runoff from the impervious and pervious areas within each drainage area. On-Site Storm Sewer Calculations: The storm sewer calculations for the storm piping within the proposed private roadway are included in appendix D. The storm sewer has been designed for a 10-year design storm utilizing the rational formula Conclusions: The on-site stormwater system with the associated water quality basins, and on-site wetlands will mitigate any potential water quality and quantity impacts from the development of the site. APPENDIX A ` 3niti(Ol oa wb g s ra ,tI�M aVldpd $ 5M313N + i, r�18yN Hryo i 3ora43113SNn t �1 yamy " `44! tNnrrNls C g � NVAITM,S a 31 �o 'igS�yy Qo p`Q� ea rs a(YA A� ln)u)1ooMB Qq� oroa 4 —� 1ST �3 Whh V / Oros • �'A ROAD h r�$l rtl � hbl tcw" •�� _ 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074-2786 soR.co�` AREA CODE 860/644-2511 FAX 860/644-3781 OFFICE OF THE TOWN COUNCIL April 3, 2001 Mr. Matthew B. Galligan, Town Manager Town of South Windsor 1540 Sullivan Avenue South Windsor, Ct. 06074 Dear Mr. Galligan: At its Regular Meeting,of April 2, 2001, the South Windsor Town Council approved the following Resolution: WHEREAS, the Town of South Windsor purchased the Mitchell property on Sullivan Avenue with a combination of Town funds and State funds to be acquired as part of an Open Space Acquisition Grant from the State; and WHEREAS, Sullivan Town Homes, L.L.C. has requested an easement over . a small portion of the Mitchell property (approximately 0.48 acres) to be used as an access to their property in common with the public access to the Mitchell property in order to save the red barn on the property (see Draft Easement attached hereto as Exhibit A); and WHEREAS, Sullivan Town Homes, L.L.C. would agree to convey to the Town, in exchange for said easement, 12.6 acres of additional open space which is contiguous to the Mitchell property to the North and would agree not to take down the red barn on the property; and WHEREAS, the Town of South Windsor would agree to subject 11.75 acres of the 12.6 acre parcel to the restrictions of the State Open Space Acquisition Grant Program in exchange for being allowed by the State to grant the access easement requested over the 0.48 acre portion of the Mitchell property, leaving 0.85 acres of open space running along West Road which could be used by the Town in the future to straighten West Road; and (Resolution Continued on Next Page) Mr. Matthew B. Galligan, Town Manager: Re: Easement— Mitchell Property Page 2 April 3, 2001 WHEREAS, representatives of the State Grant Program have orally agreed that this transaction would not affect the amount of reimbursement funds to which the Town is entitled for the original purchase of the Mitchell property and have agreed to provide written verification of this fact; and WHEREAS, the Town's Open Space Task Force has strongly recommended that the Town grant the requested easement in exchange for the acquisition of the additional open space; and WHEREAS, the developer would need a zone change of the easement area to MF-AA in order to use it as an access to his development, so the Town would agree to allow the developer to apply for such a zone change of the easement area. NOW, THEREFORE, BE IT RESOLVED that the Town Manager is authorized, with the assistance of the Town Attorney, to execute an easement similar to the draft easement attached hereto as _ Exhibit B in favor of Sullivan Town Homes, L.L.C. after the following. conditions have been met: 1) The approvals of all appropriate Town agencies, .boards and commissions 'have been obtained by the developer for the planned development showing access to the property by means of the easement. 2) The Town receives written verification from the State Department of Environmental Protection that the transaction being contemplated will have no impact on the Town's entitlement to reimbursement funds for purchase of the Mitchell property, or upon potential funding in the future. (Resolution Continued on Next Page) 4oM SCE` O C � U Z ti ,�OSOR-c � 4 Mr. Matthew B. Galligan, Town Manager: Re: Easement— Mitchell Property Page 3 April 3, 2001 3) Sullivan Town Homes, L.L.C. conveys the 12.6 acre parcel contiguous to the Mitchell property to the Town of South Windsor, with 11.75 acres to be part of the State open space program along with the remainder of the Mitchell property, and the balance of 0.85 acres to be part of the Towns open space program. 4) The Town would agree to allow Sullivan Town Homes, L.L.C. to apply for a zone change to MF-AA with respect to the easement area; and the granting of the Easement and transfer of property are both contingent upon the approval of the zone change by the Planning and Zoning Commission.. Respectfully submitted, Patricia R. Brown Clerk of the Council Cc: Patricia Botteron, Chairperson, Open Space Task Force Walter Mealy, Chairperson, Planning & Zoning Commission Marcia Banach, Director of Planning Michael Gantick, Director of Public Works A 4pMN. G • � 2• 4 q �G 'M1SOp•GOr2 -DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis May 10,2001 Narrative Statement Strawberry Fields Elderly Condominium 1101 & 1135 Sullivan Avenue Applicant: Sullivan Town Homes,LLC c/o Leonid Jacobs,Esq. Proposal Summarv: Strawberry Fields is an age-restricted(minimum 55)high-end adult condominium proposed for a 56 acre site on the west side of Sullivan Avenue in South Windsor. PZC Application Summary: Applications have been submitted to the Planning&Zoning Commission(PZC)for: a zone change(16.03±acres)from RR&A-20 Residential to MF-AA;a general plan of development to allow an elderly condominium consisting of 43 units in twelve buildings,a community hall,and preservation of the existing single- family residence at 1.135 Sullivan Avenue(44t°unit). A zoning amendment application to allow an additional room in each dwelling unit has been approved by the PZC.A previously submitted resubdivision application to create a separate lot for the house at 1135 Sullivan Avenue has been withdrawn and is no longer under consideration. Future PZC Application: The multi-family residential zone approval process is two-step. The first application consists of the general plan/zone change.The second application is for a more detailed site plan and a special exception. ---_J Prior Application Approvals: Strawberry Fields'conservation plan and wetlands applications were unanimously approved by the Inland Wetland Agency/Conservation Commission on January 3,2001,and a conceptual sewer design application was unanimously approved by the Water Pollution Control Authority on January 2,2001. We met with the PZC's Architectural and Design Review Committee on January 4,2001. The Town Council has agreed to grant an access and utilities easement over a small portion of the Mitchell property. Other Anticipated Applications: We anticipate a need for final sewer approval from the WPCA in conjunction with our PZC site plan application,and approvals from the Connecticut Departments of Transportation(encroachment permit for the entrance drive at Sullivan Avenue)and Environmental Protection(stormwater discharge). Design Team: Strawberry Fields'design team consists of Design Professionals,Inc. of South Windsor(civil engineering,land surveying and site planning),Bianco, Giolitto,Weston Architects,LLC of Middletown(dwelling and community hall architecture),Planimetrics of Avon(landscape architecture),Highland Soils of Storrs (wetlands delineation&soils analysis),Connecticut Ecosystems,LLC of West Hartford (wetland and environmental consultation),and Bubaris Traffic Associates of Woodbridge(traffic engineer),and Clarence Welti Associates of Glastonbury (geotechnical&groundwater).Leonard Jacobs of Jacobs, Walker,Rice&Basche,P.C. is the attorney for the project. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 • Fax: (860) 291-8757 r DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis vegetation;and approved of the concept. This informal meeting was,as always,non- binding. Our current proposal differs from the concept presented at the March 21,2000 PZC meeting,in that we have reduced the number of units to 43 (stiIl retained an overall low density of one unit per 1.3 acres),the unit sizes now range from 1,785+square feet up to 2,000+square feet rather than 1,600 to 1,800,most units have a walk-out basement and we are now proposing a minimum of 40 acres of open space,rather than 15. Site Lavout: The site layout includes a new private entrance roadway(Strawberry Lane) intersecting with a private circumferential roadway to the interior(Dien Way), surrounded by twelve dwellings.A community hall is proposed adjacent to Strawberry Lane.The developed portion of the site is some 10 %s acres,while some 4 %s acres of private open space and hiking trails surround the development(primarily to the rear). The closest unit to.the front property line is 101.7 feet(unit 25),to the rear property line is 297.2 feet(unit 14),and to a side property line is 50 feet(unit 21). Open Svace/Recreation: The applicants will be donating 40.6 acres to the Town of South Windsor for permanent open space(up from 28 acres in the original application),to complement the adjoining 75 acres of open space recently purchased by the Town in 2000(Mitchell property). The 40.6 acre donated tract spans from the Strawberry Fields development all the way to West Road. This tract contains the Podunk River,which continues through the Mitchell property on toward Strong Road This will create a public open space of more than 115 acres. In addition to the 40.6 acres of public open space for conservation,bird watching and hiking,the applicants are proposing recreation land at the community hall for a variety of indoor social and recreational activities,along with some 4.16 acres of recreation land for hiking and bird watching containing an extensive pathway network, including pedestrian and wheelchair access to the large 40.6 acre open space tract. We believe Strawberry Fields far exceeds the open space(recreation requirements of the MF-AA zone.The open space(40.6 acres)is shown on a boundary survey with monuments proposed to be set,as requested Landscape Architecture: Planimetrics has designed an imaginative yet effective buffer screening plan around the entire development circumference(25 feet in width),containing a tremendous variety of indigenous plant species. This should effectively screen the development from Sullivan Avenue and the retail plaza to the north,and afford appropriate screening for those enjoying the adjacent Mitchell property or 40.6 acres of contiguous public open space,or residing in any neighboring homes.A buffer cross- section has been provided. Planimetrics has worked with Connecticut Ecosystems and Design Professionals to enhance the vitality and appearance of the water quality enhancement basins located west of the proposed residences,and has proposed an adequate exterior lighting system,which does not project light beyond the project limits. Strawberry Fields'walking paths have been layed-out to provide an opportunity for resident exercise and enjoyment,including bird watching.Plantings have been selected to offer shelter and food for a variety of bird species.Bluebird boxes will be introduced along the open space. Wetlands: The 15.55 acre Strawberry Fields tract contains some 3+acres of wetlands.No wetlands are proposed to be directly impacted,however,a small remnant intermittent watercourse is being replaced with a water quality enhancement basin.The applicants 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 . Fax: (860) 291-8757 J: DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis Sanitary Sewers: All units and the community hall will be served by a private sewer system, including a pump station,connecting to a gravity flow public sewer main extension in Sullivan Avenue.This new sewer will be capable of serving residences adjacent to it on the east side of Sullivan Avenue,all of which are presently served by septic systems. It has also been designed for future Town extension farther up Sullivan Avenue,and then up Hillsdale Road to and including Mountain View Road,where there have been reported problems with some aging septic systems.The WPCA approved this sewer plan,in concept,on January 2,2001.A complete engineered plan will be submitted to the WPCA for final approval in conjunction with the site plan application. The WPCA has ruled that the Town sewer has the necessary capacity for handling Strawberry Fields. Public Water: The Connecticut Water Company has indicated that Strawberry Fields can be served by an extension of the existing water main in Sullivan Avenue,just north of Collins Crossing.As with the sewer line,the new water main will be available to serve the residences on the opposite side of Sullivan Avenue from the development. Solid Waste Disposal: Each residence will have curbside trash pick-up,with individual refuse containers stored in a garage and rolled out on the trash collection day.No dumpsters are proposed We have requested that Town officials comment on this plan via written memorandum to the Planning Department. Other Utilities: All electric and telecommunications cables are to be installed underground. Natural Gas: Yankee Gas has indicated gas service can be provided to Strawberry Fields to accommodate gas stoves,gas fireplaces or gas heating,if residents prefer. Fire: Building architecture has been employed to maximize barriers between units, and to minimize common walls between units.Also,we met with Chief Lanning,who has recommended hydrant locations now shown on our topographic plan.He has also indicated that the street layout offers excellent access for fire apparatus,and that no design changes are necessary from a fire safety perspective(see 12/20/00 memo). Drainage: The storm drainage system proposed for the development includes the installation of storm sewers within the proposed access drive,vegetated drainage swale:s, a piped storm drainage system,three water quality basins,and a series of drywells for recharging roof runofL The project's lead design engineer has met with the Town Engineer and Wetlands Officer and has incorporated their recommendations for modifications to the stormwater management system,including measures to enhance water quality. A comprehensive stormwater management plan has been submitted to the PZC under separate cover.It is adequate to secure the subject property,and other properties upstream and downstream of Strawberry Fields,from flooding. Mr. Iazzetta has previously indicated in writing to the Inland Wetlands Agency that the proposed drainage design was adequate. ._ Any clay tiles which may be on the site will be tied into the drainage system,if disturbed. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 - Fax: (860) 291-8757 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis Transmitted via certified mail Dear Current Abutting Property Owner May 10, 2001 Re: Strawberry Fields DPI Project No. 99-1280 Sullivan Avenue South Windsor, Connecticut In accordance with regulations of the Planning&Zoning Commission, we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Planning &Zoning Commission. The applications and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comments, however, you are not required to attend. You may also submit written comments regarding the application(s)prior to the meeting if you so desire. For further information regarding the specific date this application will be heard, please contact Debbie Favreau,Recording Secretary, Michele Lipe, Deputy Planning Director, or Jeffrey Folger, Environmental Planner at the South Windsor Planning Department at 644-2511, ext_ 253, 252,or 229, respectively. Thank you. Sincerely, DESIGN FESSIONALS, INC. By: ' Peter R DeMalhe Principal cc: Leonard Jacobs, Esq. Nathan Kahn Galen B. Semprebon, P.E. Marcia Banach Jeffrey Folger Barry Ellison, Jr. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860) 291-8757 abutters List Town of South Windsor Lorraine M. Dodd Mr. John Mitchell 1540 Sullivan Avenue 1177 Sullivan Avenue 1209 Sullivan Avenue South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Mr. &Mrs. J Goiangos Nancy Deackoff Mr. Kurt Sceery 11 Sharon Drive 1124 Sullivan Avenue 20 Hillsdale Road South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Therese Donahue Jimmy&Kyung Cho Eileen Schweir 1118 Sullivan Avenue 254 Sandhill Road 11 Mountainview Road South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Mr. Raymond Deming Faith Martin Mr. &Mrs. J Glynn 28 Hillsdale Road 18 Travis Avenue 1136 Sullivan Avenue South Windsor, CT 06074 Montrose,NY 10548 South Windsor, CT 06074 Mr. Michael Kozik Eduardo&Audrey Nieves Blanchard&Rossetto Enterp. 21 Hillsdale Road 1142 Sullivan Avenue 189 West Center Street South Windsor, CT 06074 South Windsor, CT 06074 Manchester, CT 06040 Nila Bellody Mr. &Mrs. Daniel Segal Lata Albina,et.al. 1148 Sullivan Avenue 1750 Ellington Road 1641 King Street South Windsor, CT 06074 South Windsor, CT 06074 Enfield, CT 06082 Hillsdale Water Co-Op South Windsor Develop. Co. 1118 Sullivan Avenue 99 East Center Street South Windsor, CT 06074 Manchester, CT 06040 Mr. Jerome J. Berkowitz Mr. &Mrs. E. Colon 507 Twin Circle Drive 14 Graham Road South Windsor, CT 06074 South Windsor, CT 06074 Hazel Strong Mr. Michael Iacovelli 6 Graham Road 1156 Sullivan Ave. South Windsor, CT 06074 South Windsor, CT 06074 Collins Hill I &II c/o B&M Enterprises Jacqueline Messner 26 Pond Lane 1123 Sullivan Avenue South Windsor, CT 06074 South Windsor, CT 06074 r DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis May 10,2001 Narrative Statement Strawberry Fields Elderly Condominium 1101 & 1135 Sullivan Avenue Applicant: Sullivan Town Homes,LLC c/o Leonard Jacobs,Esq. Proposal Summary: Strawberry Fields is an age-restricted(minimum 55)high-end adult condominium proposed for a 56 acre site on the west side of Sullivan Avenue in South Windsor. PZC Application Summary: Applications have been submitted to the Planning&Zoning Commission(PZC)for: a zone change(16.03±acres)from RR&A-20 Residential to MF-AA;a general plan of development to allow an elderly condominium consisting of 43 units in twelve buildings,a community hall,and preservation of the existing single- family residence at 1135 Sullivan Avenue(44ih unit). A zoning amendment application to allow an additional room in each dwelling unit has been approved by the PZC.A previously submitted resubdivision application to create a separate lot for the house at 1135 Sullivan Avenue has been withdrawn and is no longer under consideration. Future PZC Application: The multi-family residential zone approval process is two-step. The first application consists of the general plan/zone change. The second application is for a more detailed site plan and a special exception. Prior Application Approvals: Strawberry Fields'conservation plan and wetlands applications were unanimously approved by the Inland Wetland Agency/Conservation Commission on January 3,2001,and a conceptual sewer design application was unanimously approved by the Water Pollution Control Authority on January 2,2001.We met with the PZC's Architectural and Design Review Committee on January 4,2001. The Town Council has agreed to grant an access and utilities easement over a small portion of the Mitchell Property Other Anticipated Applications: We anticipate a need for final sewer approval from the WPCA in conjunction with our PZC site plan application,and approvals from the Connecticut Departments of Transportation(encroachment permit for the entrance drive at Sullivan Avenue)and Environmental Protection(stormwater discharge). Design Team: Strawberry Fields' design team consists of Design Professionals,Inc. of South Windsor(civil engineering,land surveying and site planning),Bianco, Giolitto,Weston Architects,LLC of Middletown(dwelling and community hall architecture),Planimetrics of Avon(landscape architecture),Highland Soils of Storrs (wetlands delineation&soils analysis),Connecticut Ecosystems,LLC of West Hartford (wetland and environmental consultation),and Bubaris Traffic Associates of Woodbridge(traffic engineer),and Clarence Welti Associates of Glastonbury (geotechnical&groundwater).Leonard Jacobs of Jacobs,Walker,Rice&Basche,P.C. is the attorney for the project. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 9 Fax: (860) 291-8757 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis Timetable: If approved,construction is anticipated to commence during the late summer or early fall of this year.Homes are not expected to be available for occupancy until year's end. Site: The 56 acre parcel contains the former Patelli residence(Federal style)and red barn at 1135 Sullivan Avenue,and the former Plaga residence at 1101 Sullivan Avenue, an abandoned Italianate style home and barns which are now being evaluated for off-site preservation and reconstruction,whether in whole or in part.The tract extends some 4,650+feet from Sullivan Avenue to West Road.Ten of the 56 acres are from the Patelli property,with the balance from the Plaga property. A 12.6 acre tract contiguous to the 43 acres contained in the original(i.e.,withdrawn)application,discussed below and at the original public hearings,is now part of this application and is to be donated by the applicant to the Town of South Windsor for open space.It encompasses the remainder of the Plaga tract,including significant uplands and frontage on West Road. How Does Strawberry Fields Differ From a Senior Residence Development? Strawberry Fields differs from a conventional Senior Residence Development (SRD)in that it is larger(15 acre minimum lot size in the MF-AA zone),it has considerably larger and higher-end units,with more units(43 vs.25),and with more rooms and more garages(most units have an attached two-car garage).As with an SRD, it is restricted to the elderly(55 and over),is a condominium,and contains a community hall for on-site social functions.Streets are 26 feet wide vs.24 feet for an SRD. MF-AA building setbacks(combined yard and buffer)from parcel boundaries are 50 feet side and rear,and 100 feet along a street.In the SRD,they are 25 or 35 feet side and rear,and only 50 feet front yard. Preliminary Discussion with PZC: On March 21,2000 Attorney Leonard Jacobs,architect Jeffrey Bianco and planner Peter DeMallie met with the Commission for a preliminary discussion of the proposed multi-family development. Mr.Jacobs indicated the proposed development would be a transitional use between the commercial to the north and single-family residential to the south and east. He cited two reasons why multi-family zoning was being proposed rather than a Senior Residence Development.First,SRD's restrict the unit size to only 1,400 square feet and the applicants want to build larger upscale units. Second,an SRD would be inadequate for a 54 acre site.Homes would be restricted to people 55 years of age or older and presumed to sell in the vicinity of$200,000+.The application would be an expensive endeavor;hence,he was requesting the Commission's input on the proposal before proceeding. Mr.Bianco reviewed the building design and stated units would range from 1,600-1,800 square feet,with single-floor and townhouses. Mr.DeMallie commented that the site has a wonderful view of open space,that people would welcome upscale senior homes in South Windsor,and that the burden on the town from this project would be minimal since it would have no school-age children and would be a net revenue generating,tax surplus project. Commission comments included:this seemed to be a reasonable transitional use;this development would not appear to be a tax burden on the Town;the proposal is reasonable since only one unit per acre is planned and for seniors;applicants should address buffering,screening,extensive landscaping and to be sure the units are adequately fireproofed,including firestops;an interesting idea;that the applicant leave 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860)291-8757 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis vegetation;and approved of the concept.This informal meeting was,as always,non- binding. Our current proposal differs from the concept presented at the March 21,2000 PZC meeting,in that we have reduced the number of units to 43(still retained an overall low density of one unit per 1.3 acres),the unit sizes now range from 1,785+square feet up to 2,000+square feet rather than 1,600 to 1,800,most units have a walk-out basement and we are now proposing a minimum of 40 acres of open space,rather than 15. Site Layout: The site layout includes a new private entrance roadway(Strawberry Lane) intersecting with a private circumferential roadway to the interior(Dzen Way), surrounded by twelve dwellings.A community hall is proposed adjacent to Strawberry Lane.The developed portion of the site is some 10'/z acres,while some 4 '/a acres of private open space and hiking trails surround the development(primarily to the rear). The closest unit to the front property line is 101.7 feet(unit 25),to the rear property line is 297.2 feet(unit 14),and to a side property line is 50 feet(unit 21). Open Space/Recreation: The applicants will be donating 40.6 acres to the Town of South Windsor for permanent open space(up from 28 acres in the original application),to complement the adjoining 75 acres of open space recently purchased by the Town in 2000(Mitchell property). The 40.6 acre donated tract spans from the Strawberry Fields development all the way to West Road. This tract contains the Podunk River,which continues through the Mitchell property on toward Strong Road.This will create a public open space of more than 115 acres. In addition to the 40.6 acres of public open space for conservation,bird watching and hiking,the applicants are proposing recreation land at the community hall for a variety of indoor social and recreational activities,along with some 4.16 acres of recreation land for hiking and bird watching containing an extensive pathway network, including pedestrian and wheelchair access to the large 40.6 acre open space tract. We believe Strawberry Fields far exceeds the open space/recreation requirements of the MF-AA zone.The open space(40.6 acres)is shown on a boundary survey with monuments proposed to be set,as requested. Landscape Architecture: Planimetrics has designed an imaginative yet effective buffer screening plan around the entire development circumference(25 feet in width),containing a tremendous variety of indigenous plant species.This should effectively screen the development from Sullivan Avenue and the retail plaza to the north,and afford appropriate screening for those enjoying the adjacent Mitchell property or 40.6 acres of contiguous public open space,or residing in any neighboring homes.A buffer cross- section has been provided. Planimetrics has worked with Connecticut Ecosystems and Design Professionals to enhance the vitality and appearance of the water quality enhancement basins located west of the proposed residences,and has proposed an adequate exterior lighting system,which does not project light beyond the project limits. Strawberry Fields'walking paths have been layed-out to provide an opportunity for resident exercise and enjoyment,including bird watching.Plantings have been selected to offer shelter and food for a variety of bird species.Bluebird boxes will be introduced along the open space. Wetlands: The 15.55 acre Strawberry Fields tract contains some 3+acres of wetlands.No wetlands are proposed to be directly impacted,however,a small remnant intermittent watercourse is being replaced with a water quality enhancement basin.The applicants 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860)291-8757 DESIGN PROFESSIONALS, INC. civil engineers . planners . surveyors . gis will be creating 6/10 of an acre of wetlands.A wetlands permit has been issued for the development. Flood Plain: There is no federal 100-year flood plain on the MF-AA parcel. Architecture: Bianco,Giolitto,Weston Architects are proposing 43 Queen Anne village style residences,including 24 ranch or end-style units replete with an attached two-car garage and 1,785 f to 1,848+square feet of living space,and 19 larger townhouse style units featuring an attached garage and 2,000 f square feet of living space.Many units will also have finished walk out basements,and a view of 115 acres of open space.All units will have a living room,dining room,kitchen,first floor laundry,two or two-and-a-half bathrooms, fireplace,first floor master bedroom suite with walk-in closet,two guest bedrooms,or a bedroom and a study,and a deck or at-grade patio.External appointments include brick chimneys,front entry porch,and 12 in 12 gables covered with 25-year architectural shingles. Buildings will contain three(6 buildings),four(5 buildings)or five(1 building)units to a building.The buildings are layed-out to maximize cross ventilation for each unit and to allow for passive solar gain,as the siting permits.All units will exceed the new requirements of the CT Model Energy Code,using batt insulations and air barriers to insulate the units.In addition the buildings are arranged to minimize common walls between units.The common walls will be acoustically isolated by additional resilient channel framing and insulation,and in cases where bedrooms adjoin neighboring units;closets are used as buffers,wherever possible. Buildings are proposed to be 22 feet in height(see zoning definition of height), and one or two-stories(up to 35 feet and two-stories allowed). No unit will have another unit's living space above or below it. All unit interiors are handicapped designed,and all units can be handicapped accessible. Parking: On-site parking consists of 48 enclosed garage spaces for the 24 ranch style units, 19 enclosed garage spaces for the townhouse units, 19 outdoor spaces in a formal parking lot at the community hall,and 47 spaces in driveways,or 135 total off-street parking spaces,or over 3 spaces per unit. Association rules will prohibit boats,trailers and recreational vehicles which are not stored in a garage or inside the community hall/barn. No parking which counts toward meeting the minimum zoning requirement,is proposed contiguous to a street,and driveways have been oriented to maximize winter ice melt. Streets: Strawberry Lane and Dzen Way will be a full 26 feet in width,ample for vehicular circulation and on-street parking,although with the amount of surplus parking,little need for on-street parking is anticipated.Town design standards have been employed for all streets,where applicable. An 18 feet wide one-way driveway(16'allowed)is proposed to serve units 38- 43. Sidewalks: Aside from the compacted gravel pathways for recreation,all sidewalks are proposed to be concrete,and provide a complete loop around Dzen Way,within the interior island,and out to the community hall and the Sullivan Avenue bus shelter.After a careful review with Town officials,including the police,we are not proposing any off- site sidewalks.Pedestrian access to Geissler's and the pharmacy is unnecessary,and is a convenient vehicular trip. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860) 291-8755 •Fax: (860)291-8757 DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors s gis Sanitary Sewers: All units and the community hall will be served by a private sewer system, including a pump station,connecting to a gravity flow public sewer main extension in Sullivan Avenue.This new sewer will be capable of serving residences adjacent to it on the east side of Sullivan Avenue,all of which are presently served by septic systems.It has also been designed for future Town extension farther up Sullivan Avenue,and then up Hillsdale Road to and including Mountain View Road,where there have been reported problems with some aging septic systems.The WPCA approved this sewer plan,in concept,on January 2,2001.A complete engineered plan will be submitted to the WPCA for final approval in conjunction with the site plan application. The WPCA has ruled that the Town sewer has the necessary capacity for handling Strawberry Fields. Public Water: The Connecticut Water Company has indicated that Strawberry Fields can be served by an extension of the existing water main in Sullivan Avenue,just north of Collins Crossing.As with the sewer line,the new water main will be available to serve the residences on the opposite side of Sullivan Avenue from the development. Solid Waste Disposal: Each residence will have curbside trash pick-up,with individual refuse containers stored in a garage and rolled out on the trash collection day.No dumpsters are proposed.We have requested that Town officials comment on this plan via written memorandum to the Planning Department. Other Utilities: All electric and telecommunications cables are to be installed underground. Natural Gas: Yankee Gas has indicated gas service can be provided to Strawberry Fields to accommodate gas stoves,gas fireplaces or gas heating,if residents prefer. Fire: Building architecture has been employed to maximize barriers between units, and to minimize common walls between units.Also,we met with Chief Lanning,who has recommended hydrant locations now shown on our topographic plan.He has also indicated that the street layout offers excellent access for fire apparatus,and that no design changes are necessary from a fire safety perspective(see 12/20/00 memo). Drainage: The storm drainage system proposed for the development includes the installation of storm sewers within the proposed access drive,vegetated drainage swales, a piped storm drainage system,three water quality basins,and a series of drywells for recharging roof runoff.The project's lead design engineer has met with the Town Engineer and Wetlands Officer and has incorporated their recommendations for modifications to the stormwater management system,including measures to enhance water quality. A comprehensive stormwater management plan has been submitted to the PZC under separate cover.It is adequate to secure the subject property,and other properties upstream and downstream of Strawberry Fields,from flooding. Mr.Iazzetta has previously indicated in writing to the Inland Wetlands Agency that the proposed drainage design was adequate. Any clay tiles which may be on the site will be tied into the drainage system,if disturbed. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 -Fax: (860) 291-8757 DESIGN PROFESSIONALS, INC. civil engineers.planners . surveyors . gis Single-Family Residence: The applicant would like to save the existing Federal style residence at 1135 Sullivan Avenue,replacing its separate driveway to Sullivan Avenue with a private driveway access to Strawberry Lane.We propose that this historic home continue to be preserved and used as a conventional single-family residence,and not restricted to those 55 years of age and over,although it will be within the condominium. The Director of Planning has reviewed this situation with the Town Attorney,who has indicated no variances are required for this approach.Accordingly,we have withdrawn the resubdivision application proposing to create a separate lot. Traffic: Bubaris Traffic Associates has submitted a comprehensive site traffic evaluation study,which concludes that available sight line distances at Strawberry Lane are satisfactory for vehicular speeds on Sullivan Avenue,the proposed site drive intersection will operate at satisfactory levels relative to Sullivan Avenue capacities,the site will be a very low traffic generation at 3-5 vehicles per hour at the Friday morning and evening peaks,and only 12 vehicles at the Saturday midday peak(6 in and 6 out). Moreover,the traffic engineer addressed the issue of a northbound by-pass area to enable through traffic to travel around vehicles that are turning left into Strawberry Fields,and he found that a by-pass area(or widening)is not warranted. Issue of Entrance Driveway Location: The original location of Strawberry Lane worked well from a traffic perspective,however,required the removal of the northerly portion of the attractive red barn,much to the chagrin of the applicant and design team. As a consequence,the applicant requested permission of the Town Council to move the driveway to the south onto the Mitchell property(permission granted),in an effort to save the barn,albeit at greater expense. Sight line is satisfactory at both locations. In exchange for the driveway easement,the applicant has agreed to donate to the Town an additional 12.6 acres of open space,including the entire West Road frontage,the majority of which is non-wetlands(per the Town wetlands map).This brings the total donation of open space to 40+acres,giving the Town over 115 contiguous protected acres,including the Mitchell property,and only one access drive serving the development,the park,and the former Patelli residence. Coverage: Approximately 13%of the 15.5 acre MF-AA site will be covered with buildings (up to 30%allowed),and less than 27%of the site is proposed to be covered with impervious surfaces(up to 60%allowed),including building footprints,driveways, sidewalks,the community hall,and on-site parking. Consistency with Town Plan of Development: The future land use plan of the Town designates the subject site for Rural/Suburban Residential uses.MF zones are suggested for those areas having direct access to state routes,or where they serve to buffer less dense residential developments from commercial.We submit that we conform to the Town Plan on both counts,in that our direct access is to Sullivan Avenue,a state highway,and that Strawberry Fields will appropriately buffer the less dense residential neighborhoods to the south and east from the commercial development at Sullivan Avenue Plaza. Thank you for your consideration of this application for a MF-AA zone change and a general plan of development at Strawberry Fields. 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 •Fax: (860)291-8757 South , • Planning Department Memo To: Peter DeMallie, Design Professionals, Inc. From: Marcia A. Banach, Director of Planning Date: 05/15/01 Re: Application#00-58P,Strawberry Fields Subdivision/Zone Change/General Plan Planning Department review comments for Strawberry Fields LiAlyisposition of parcel noted as "other land?" Is it a building lot/not a building lot? A-2 boundary between the"other land"and the land to be deeded to the Town for open space? Unclear why parcel#100-38(the northernmost parcel)is not included in subdivision request. Is it a free split?(When was parcel 88-3 split out?) As the parcel labeled A-1 and A-2 is being divided/compiled for building purposes, it should be called Lot 2. �! A bus shelter is needed at Sullivan Avenue, as it is likely that public transportation will be provided �j in the future. Sidwalks along Sullivan Avenue to Geisslers Plaza? �RV/boat trailer storage area? 7. Please show in data table how application meets the recreation requirement of 600 square feet of developed recreation land per unit. (Note that conservation and open space areas do not count toward the developed recreation land requirement;however,the walking trail does.) 8. Improvements feasibility statement and required impact statement as required in 4.4.4.9.E are missing 9. Landscaping:seems sparse.Also,some landscaping is located on top of drainage structures. 10. Buffer is inadequate. • Development must be fully screened on all sides, including open space sides. Even though the condominium development residents may want to see the open space, other people enjoying the open space for passive recreation do not want to see the condominium development. The 1540 Sullivan Avenue,South Windsor,CT 06074 PH 860-644-2511,ext.253 Fax 860-644-7280 e-mail banach .southwindsor.org- • Page 1 25-foot buffer is required at the boundary between the MF zone and the single-family zone on Sullivan Avenue also. • Buffer must meet 5-year and maturity visibility screening requirements in all buffer areas. • Some trees appear to be planted in the walking trail and over drainage structures. • Required buffer cross sections?(please show through most sparse areas of buffer.) • Any existing trees on site?Tree line? • Also suggest lining entrance drive with trees,as was done quite successfully by Strawbridge. Any questions,please call. Please note that staff are scheduled to review this application on December 21, and there may be additional staff comments generated at that time. •Page 2 1 RECEIVED ` JUN 0 7 2001 1 MEMORANDUM SOUTH WINDSOR PLANNING DEPT. To: Marcia A. Banach, Director of Planning From: Michael J. Gantick, P.E., Director of Public Works Date: June 7, 2001 Subject: Strawberry Fields Zone Change/ General Plan We have reviewed the subject plans dated May 4, 2001 and offer the following comments: General 1. A detailed review relative to construction items will be undertaken at the time of a site plan application. 2. Snow removal (i.e., where snow is placed because of the number of driveways) may be an issue during heavy winter conditions. Boundary Survey — Parcel A-C — Sheet 5/12 1. Monuments to be set by applicant per open space requirement. (note indicates several "monuments to be set by others'). Plot Plan — Sheet 7/12 1. No phase lines have been shown. If project.to be phased, then temporary turnarounds needed. Planting & Light Plan — Sheet 1-1/1-3 1. It appears that planting along entrance drive (in easement area) are planted on Town Property — not within the easement area. Sidewalks should be located on north side of entrance drive. 2. Does not appear to be any proposed street lighting at intersection with Sullivan Avenue or for first 500 feet of entrance drive. 3. The buffer area between the site and town property should be comprised of conifer (evergreen) species. Should you have any questions please contact me. cc: Ed Beale, Engineering Assistant Project File MTG/cm engi need ng/molloy/cathy/mike/draft strawberry fields banach DESIGN PROFESSIONALS, INC. civil engineers • planners• surveyors • gis MEMORANDUM To: Marcia A. Banach, Director of Planning Michael J. Gantick, P.E., Director of Public Works From: Galen B. Semprebon, P.E. Barry E. Ellison, Project Engineer Date: June 14, 2001 Re: Strawberry Fields Zone Change/General Plan The following are like numbered responses to a memorandum dated June 7, 2001 from Michael Gantick, P.E., Director of Public Works regarding plans for Strawberry Fields Zone Change/General Plan dated May 4, 2001. General: 1. We agree that a detailed review of the construction items should be undertaken in conjunction with the Site Plan/Special Exception application. Please note that a Site Plan/Special Exception application has been submitted. 2. We believe the condominium association will be able to handle snow removal during heavy winter conditions by pushing snow across the private street in areas where there are numerous driveways. The Strawberry Lane access road has only three condominium driveways and therefore does not pose a snow removal problem. Dzen Way has along it many driveways, however there are numerous areas across the street from most of these driveways to where snow can be placed. At those condominium units where there are driveways across the street from one another, under the heaviest of winter conditions snow may have to be pushed along the street to an open area, the length of which will not exceed fifty feet. Along the Strawberry Lane one-way section there are open areas at both ends and across the street from the driveways where snow can be placed. Additionally,the pushing of snow across streets will be aided by the fact that no curbing is proposed along any of Strawberry Fields' roadways. 165 South Satellite Road South Windsor,CT 06074 Tel(860)291-8755 Fax(860)291-8757 \\SERVERI\Data\DOCS\1280\Response-townletter060701.doc ti DESIGN PROFESSIONALS, INC. civil engineers - planners - surveyors -gis Boundary Survey—Parcel A-C—Sheet 5/12: 1. The notation that monuments are to be set by others pertains to the Town's existing open space property line, which is to be monumented by the surveyors engaged by the Town for the Mitchell property. Plot Plan—Sheet 7/12: 1. The project is proposed to be completed in two phases. Please refer to Site Plan/Special Exception application dated 06/06/01 for location of phase lines and turnaround. We can add this information to the Zone Change/General Plan if required. Planting&Light Plan—Sheet L1/L3: 1. Plantings along the entrance drive will be moved to within the easement area. The sidewalks along entrance drive will be moved to the north side. 2. Additional street lighting has been added to the entrance drive including near the intersection with Sullivan Avenue. Please refer to Site Plan/Special Exception application dated 06/06/01 for locations of additional street lighting. We can add this information to the Zone Change/General Plan if required. 3. The issue of requested species types along the buffer between the site and Town property will be addressed by the Landscape Architect at the Town Planning and Zoning Commission public hearing, tentatively scheduled for Tuesday June 26, 2001. cc: Rosemary Aldridge Leonard Jacobs, Esq. Nathan Kahn 165 South Satellite Road South Windsor,CT 06074 Tel(860)291-8755 Fax(860)291-8757 \\SERVER 1\Data\ROCS\1280\Response-townletter060701.doc ' 270 Amity Road a U BAHO a /PLANNING Woodbridge,Connecticut 06525 ROOFENGINEERING \ IF AND DESIGN Telephone: (203)397-3600 Telecopier: (203)397-3642 ' June 21, 2001 ' Ms. Marcia Banach Director of Planning Town of South Windsor ' 1540 Sullivan Avenue South Windsor, CT,06074 RE: SITE TRAFFIC EVALUATION STUDY RECEIVED STRAWBERRY FIELDS ELDERLY CONDOMINIUM 1101 & 1135 SULLIVAN AVENUE J u Iv 8 20 01 ' SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR PLANNING DEPT. Dear Ms. Banach: ' Reference is made to the proposal to construct a 43-unit senior residence development on the 56-acre parcel of land located on the west side of Sullivan ' Avenue, south of Hillsdale Road, in the Town of South Windsor, Connecticut. The facility will consist of 43 age-restricted (minimum 55 years and older), high- end condominium units in twelve buildings, a-community hall, and preservation of the existing single-family residence at 1135 Sullivan Avenue. The site will be served by one two-way site drive, to be named Strawberry Lane, that will ' intersect the west side of Sullivan Avenue 285 feet south of Hillsdale Road. in total, the site will be served by 135 off-street parking spaces that will be contained either in the garages, the driveways in front of the garages, or in a ' formal parking lot at the community hall. ' Please refer to Exhibit 1 of the Appendix that locates this site with respect to the surrounding roadway network. ' Study Approach For purposes of this site traffic evaluation study, the defined study area includes ' the proposed intersection of Sullivan Avenue (Route 194) at the proposed site drive, a three-way intersection, with Stop control proposed on the site drive's eastbound approach to Sullivan Avenue. ' For purposes of the analyses that follow, three scenarios were evaluated. Existing 2000 represents existing conditions without the subject development in place. Background 2001 represents the no-build condition without the subject development. Combined 2001 represents the build condition with the subject development in place. ' 2 ' Since the Sullivan Avenue corridor represents both a collector route for weekday commuter traffic, as well as a direct route to the highly commercialized area ' around the Buckland Mail to the south, three peak periods were evaluated for each study year, including the Friday AM commuter peak, the Friday PM commuter peak, and the Saturday midday retail peak. Background Traffic ' Please refer to Exhibits 2 through 4 of the Appendix that graphically summarize the 2000 existing Friday AM, Friday PM, and Saturday midday peak hour traffic volumes for the defined study area that were derived from automatic traffic recorder measurements that were performed by us on Sullivan Avenue in the vicinity of the proposed site drive. These traffic recorder measurements were conducted over an 11-day period, beginning midday on Saturday, October 21 ' and ending midday on Wednesday, November 1, 2000. The tabular summaries for these measurements are provided as Exhibit.19 of the Appendix. ' Please refer to Exhibits 5 through 7 of the Appendix that graphically summarize the 2001 background (i.e., no-build) Friday AM, Friday PM, and Saturday midday peak hour traffic volumes for the defined study area. These were derived by ' expanding the 2000 existing peak hour traffic volumes from Exhibits 2 through 4 by 2 percent per year for one year, or by a factor of 1.02, to represent normal growth patterns for the subject study area. Site-Generated Traffic ' For the purpose of developing site-generated traffic estimates for the subject development, we utilized the trip generation data made available in the latest edition of Trip Generation Report, by the institute of Transportation Engineers ' (ITE), sixth edition, 1997. The most comparable land use to the subject development is ITE Code#253 for elderly housing units "similar to apartments and condominiums, but restricted to senior citizens". The trip generation estimates for this senior residence development have been made and included as Exhibit 8 of the Appendix. ' For comparison, trip generation estimates were also developed from ITE data for p pg p the subject development as a typical condominium project open to all residents, ' not just seniors. The trip generation estimates for condominium units (ITE Code #230) have been made and included as Exhibit 9 of the Appendix. ' Please refer to Table 1 on the next page that summarizes the trip generation estimates for the subject development based on the calculations from Exhibits 8 and 9 of the Appendix: r TABLE 1 SUMMARY OF TRIP GENERATION CALCULATIONS STRAWBERRY FIELDS SOUTH WINDSOR, CONNECTICUT 45 f WKL 7 �., 1 f; Y aQ .. ....... PEAK:HOUR ::::: ............:..::..0:: ......:.....:.:...,..................;....:.....: 1 PEAK!HOUR rr T S PM 3 ::. . . .. ... ..: . . ,.: . .. ..... ... Bubaris Traffic Associates June 2001 ' 3 A review of Table 1 indicates that, as would be expected, the proposed ' 43-unit senior residential development will be a very low traffic generator, with site-generated peak hour traffic volumes ranging from 3 to 5 vehicles per hour during the Friday commuter peaks, and 12 vehicles per hour during the Saturday ' midday peak. For comparison, Table 1 shows that the subject development, if developed as a typical condominium project, would generate from 26 to 30 vehicles per hour during the Friday commuter peaks, and 55 vehicles per hour during the Saturday midday peak. ' For purposes of the analyses that follow, we have evaluated the subject development both as a senior residential development, as is intended, and as a typical condominium project open to all residents, not just seniors. It has also been assumed that site-generated traffic will be distributed on the surrounding roadway network in proportion to the existing traffic patterns on the surrounding roadway network. A review of Exhibit 10 of the Appendix shows that site-generated traffic can be expected to be distributed equally,or 50 percent, in either direction on Sullivan Avenue. ' Please refer to Exhibits 11 through 13 of the Appendix that graphically summarize the estimated site-generated Friday AM, Friday PM, and Saturday midday peak hour traffic volumes for the proposed senior residence development. Evaluation The 2000 existing peak hour analyses are based on the Friday AM, Friday PM, and Saturday midday peak hour traffic volumes shown as Exhibits 2 through 4 of the Appendix. The 2001 background (i.e., no-build) peak hour analyses are based on the . Friday AM, Friday PM and Saturday peak hour traffic volumes shown as Exhibits 5 through 7 of the Appendix. The 2001 combined (i.e., build) peak hour analyses are based on the Friday AM, Friday PM, and Saturday peak hour traffic volumes shown as Exhibits 14 through 16 of the Appendix. Exhibits 14 through 16 were derived by combining ' the 2001 background peak hour traffic volumes shown in Exhibits 5 through 7., with the respective site-generated peak hour traffic volumes shown in Exhibits 11 through 13 for the subject development. 4 ' Intersection capacity analyses were performed for the study intersection utilizing the methodology described in the latest edition of Highway Capacity Manual, Special Report 209, Transportation Research Board, 1985, updated to 2000. Application of this methodology was facilitated by use of Highway Capacity Software, developed by the Federal Highway Administration, 1988, updated to ' 2000. Capacity analyses are utilized to determine a Level of Service (LOS) for a given intersection operating under either signalized or unsignalized control. ' In the case of unsignalized intersections, similar to the proposed site drive intersection on Sullivan Avenue, Level of Service (LOS) is defined in terms of the average control delay for the approach or movement evaluated. Control ' delay involves movements at slower speeds and stops on intersection approaches as vehicles move up in the queue or slow down upstream of an intersection. The delay experienced by a motorist is comprised of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference time that would result during base conditions in the absence of incident, control, traffic, or ' geometric delay. Control delay includes initial deceleration delay, queue move- up time, stopped delay, and final acceleration delay. At two-way stop-controlled and all-way stop-controlled intersections, control delay is the total elapsed time from a vehicle joining the queue until its departure from the stopped position at the head of the queue. The control delay also includes the time required to decelerate to a stop and to accelerate to the free flow speed. Level of Service ' for a two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. LOS is not defined for the intersection as a whole. In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes. Please refer ' to Exhibit 17 in the Appendix, which provides details on the definitions of Levels of Service for unsignalized intersections. ' The results of the capacity analyses, which compare 2000 existing, 2001 background (no-build), and 2001 combined (build) conditions, are summarized in Table 2 on the next page. The computer-generated worksheets for these capacity analyses are included as Exhibit 18. A review of Table 2 shows that the site drive intersection on Sullivan proposed ' Avenue would operate at level of service A (i.e., no to little delay) for the northbound left-turn movement entering the site, and at level of service C to D (i.e., average to long delays) for the eastbound movements exiting the site. ' These levels of service for combined conditions are considered satisfactory. TABLE 2 SUMMARY OF CAPACITY ANALYSES STRAWBERRY FIELDS ' SOUTH WINDSOR, CONNECTICUT ' CAPACITY ANALYSES FOR SULLIVAN AVENUE AT SITE DRIVE ' USE OF SENIOR RESIDENCE DEVELOPMENT TRIP GENERATION(ITE CODE#230) 2001 COMBINED AM PM SAT NORTHBOUND A A A EASTBOUND C C C DELAY(SEC.) PER VEHICLE 17.8 24.4 21.9 PC FILE 1214 1215 1216 USE OF CONDOMINIUM TRIP GENERATION(ITE CODE#253) ' 2001 COMBINED ' AM PM SAT NORTHBOUND A A A EASTBOUND C D C DELAY(SEC.) PER VEHICLE 19 26.2 24.2 PC FILE 1211 1212 1213 1 BUBARIS TRAFFIC ASSOCIATES ' JUNE 2001 5 Sight Line Analysis ' Sight lines from the proposed site drive location on Sullivan Avenue were evaluated utilizing the guidelines set forth for this purpose by the Connecticut Department of Transportation. These guidelines recommend that sight lines be ' measured in each direction from a site drive or side-street approach, at a point from 10 to 20 feet back of the near-side edge of travel way of the intersecting street, at a viewing height of 3.5 feet above the site drive or side-street grade, to an object height at 3.5 feet above the intersecting roadway grade. Available sight line distances were measured from the proposed site drive location at a distance of 10 feet back from the Sullivan Avenue edge of pavement and found to be 565 feet to the north, or left, and 690 feet to the south, or right. These sight line distances are adequate for approach speeds of ' 50 mph southbound and 55 mph northbound on Sullivan Avenue. A review of the results of the speed measurements included in Exhibit 19 of the Appendix show 851h percentile speeds on Sullivan Avenue, in the vicinity of the subject site, of 48 mph southbound (whereas the sight line to the north is satisfactory for 50 mph), and 45 mph northbound (whereas the sight line to the ' south is satisfactory for 50 mph). Therefore, available sight line distances were found to be satisfactory. By-Pass Area ' It has been suggested that a by-pass area be provided on Sullivan Avenue in the vicinity of the proposed site drive to enable northbound through traffic to travel around vehicles that are either stopped or slowing down to make a left- turn into the site. A review of Exhibits 14, 15 and 16 of the Appendix show that the entering left- turn movement into the site will range from 1 to 3 vehicles per hour during the three evaluated peak periods, indicating a very low traffic impact. ' Furthermore, a comparison of these volumes and opposing through volumes to guidelines suggested by the Connecticut Department of Transportation (ConnDOT) indicate that a by-pass area is not warranted on a traffic volume ' basis. 6 Since Sullivan Avenue is a State highway, an Encroachment Permit Application has been submitted today to ConnDOT requesting review and approval of the proposed site drive intersection. ConnDOT will review the feasibility of, and need for, the provision of a by-pass area, and if warranted, will condition the ' issued permit accordingly. Since the Town Police Traffic Services Division has recommended the northbound by-pass area, a by-pass area has been designed to determine if one can be fitted within the available right-of-way while minimizing its impact on abutting properties. The designed by-pass area will provide a widened half- section that is 22 feet in width, beginning 50 feet to the south, and extending 50 feet to the north, of the proposed site drive centerline. Transitional tapers of 360 to 400 feet are also included to the south and north of the by-pass area, whereas these tapers will serve to transition from existing to widened and then back to existing roadway cross-sections. This plan has been submitted to ConnDOT as part of the Application for Encroachment Permit. The proposed northbound by-pass area on the east side of Sullivan Avenue, as 1 shown in the "Widening Plan — Sullivan Avenue", dated June 6, 2001, prepared by Design professionals, Inc., will result in minimal impact on abutting property along the east side of Sullivan Avenue. The entire roadway widening can be achieved within the available State right-of-way, with only a maximum of 4 to 5 feet of additional pavement required to achieve a half-section of 22 feet. Additionally, the connection between the two driveways of the houses at Nos. ' 1148 and 1156 across the street from the proposed site drive, which apparently serves as a means for vehicles backing out of these two garages to turn themselves around to enter Sullivan Avenue in a forward direction, would not be ' made any less maneuverable than it is today. Conclusions It is the professional opinion of Bubaris Traffic Associates that the proposed P P P P ' senior residence development, known as Strawberry Fields, to be situated on the west side of Sullivan Avenue with a site drive about 285 feet south of Hillsdale Road, should not adversely impact traffic operations on the surrounding roadway network. The facility, consisting of 43 residential units for seniors, will be a very low traffic generator, producing only 3 to 5 vehicles per hour during the Friday AM and Friday PM peaks, and 12 vehicles per hour during the Saturday midday peak. 7 ' Capacity analyses demonstrate that the proposed site drive intersection at Sullivan Avenue will operate at satisfactory levels. Available sight lines are satisfactory from the proposed site drive location. ' An Encroachment Permit Application has been submitted to the Connecticut Department of Transportation for approval to construct the proposed site drive intersection on Sullivan Avenue, as well as to determine if a northbound by-pass ' area is required on Sullivan Avenue at the proposed site drive intersection. Very truly yours, r G�� ' James G. Bubaris, P.E. Conn. Reg. No. 9203 Principal Bubaris Traffic Associates ' cc: Mr. Nathan Kahn 1041 East 22"d Street - I ' Brooklyn, NY 11210 Mr. Leonard Jacobs " �'�'•� Attorney at Law 146 Main Street tom. eaos Manchester, CT 06045-0480 Mr. Peter DeMallie Design Professionals, Inc. ' 165 South Satellite Road South Windsor, CT 06074 i Z W �. a r � � � � � � � � � � � � � � � � � � ' SITE TRAFFIC EVALUATION STUDY STRAWBERRY FIELDS PROPOSED SENIOR RESIDENCE DEVELOPMENT SULLIVAN AVENUE, SOUTH OF HILLSDALE ROAD ' SOUTH WINDSOR, CONNECTICUT APPENDIX TABLE OF CONTENTS Exhibit 1 — Location Map ' Exhibit 2— Existing 2000 Friday AM Peak Hour Traffic Volumes Exhibit 3— Existing 2000 Friday PM Peak Hour Traffic Volumes Exhibit 4— Existing 2000 Saturday Midday Peak Hour Traffic Volumes ' Exhibit 5— Background 2001 Friday AM Peak Hour Traffic Volumes Exhibit 6— Background 2001 Friday PM Peak Hour Traffic Volumes Exhibit 7— Background 2001 Saturday Midday Peak Hour Traffic Volumes ' Exhibit 8—Trip Generation Calculations ITE Code #253 43 Elderly Housing Units Exhibit 9—Trip Generation Calculations ITE Code #230 ' 43 Residential Condominiums Exhibit 10— Site Generated Traffic Distributions Exhibit 11 — Site Generated AM Peak Hour Traffic Volumes Exhibit 12— Site Generated PM Peak Hour Traffic Volumes Exhibit 13— Site Generated Saturday Peak Hour Traffic Volumes L (continued) (continued) ' Exhibit 14— Combined 2001 Friday AM Peak Hour Traffic Volumes ' Exhibit 15— Combined 2001 Friday PM Peak Hour Traffic Volumes Exhibit 16— Combined 2001 Saturday Mid-Day Peak Hour Traffic Volumes ' Exhibit 17— Definitions of Levels of Service - Unsignalized Intersections Exhibit 18— Capacity Analysis Worksheets Combined 2001 Peak Hour Volumes Route 194 at Proposed Site Drive Exhibit 19—Automatic Traffic Recorder Measurements Sullivan Avenue October 2000 LAKE z A 1'ERS ROAD 19 � Iv � HILLSDALE RD, W N �q Q SITE za a ECTf l C� �b 70 t of OF TVL C a 6 a Q Z N SAD � SAND z Q� HILL Exhibit 1 Location Map Proposed Senior Residence Development Sullivan Avenue (Route 194) South,Windsor, Connecticut ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 0 604 SITE 0 0 455 ROUTE 194 EXHIBIT 2 2000 EXISTING AM PEAK HOUR TRAFFIC ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 0 693 I SITE 0� ♦I I 0 0 691 ROU TE 194 EXHIBIT 3 2000 EXISTING PM PEAK HOUR TRAFFIC ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 0 648 SITE o�' ♦I T 0 0 593 ROUTE 194 EXHIBIT 4 2000 EXISTING SATURDAY MID DAY PEAK HOUR TRAFFIC ROU E 194 N NOTE: DRAWING NOT TOO SCALE 0 616 SITE �- 0 � ♦I 0 0 464 ROUTE 194 EXHIBIT 5 2001 BACKGROUND AM PEAK HOUR TRAFFIC r� r r■ rr rr r r� rs rr r rr rr rr rr rr rr rr r rr ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 0 707 SITE �I 0 0 705 ROUTE 194 EXHIBIT 6 2001 BACKGROUND PM PEAK HOUR TRAFFIC ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 0 674 SITE 0 0 0 605 ROUTE 194 EXHIBIT 7 2001 BACKGROUND SATURDAY MID DAY PEAK HOUR TRAFFIC ' 11/17/00 ' ELDERLY HOUSING* (1997) EXHIBIT 8 SUMMARY OF TRIP GENERATION CALCULATIONS ' SOURCE:TRIP GENERATION REPORT,INSTITUTE OF TRANSPORTATION ENGINEERS,1997 LAND USE: ELDERLY HOUSING--CODE#253 ' PROJECT: SENIOR RESIDENCE DEVELOPMENT SOUTH WINDSOR,CT -----------------------I-----------------------------------------.... NUMBER OF ELDERLY HOUSING UNITS: 43 ' TOTAL TIME PERIOD 1TE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND I ' AVERAGE T=3.48(X) 150 75 75 WEEKDAY 50%INBOUND*50%OUTBOUND PEAK HOUR T=0.07(X) 3 2 1 7 TO 9 AM 63%INBOUND*37%OUTBOUND PEAK HOUR T=0.10(X) 4 3 2 4 TO 6 PM 59%INBOUND*41 %OUTBOUND WEEKDAY AM T=0.06(X) 3 1 1 PEAK-HOUR 50%INBOUND*50%OUTBOUND ' OF GENERATOR WEEKDAY PM T=0.11 (X) 5 3 2 PEAK HOUR 53%INBOUND*47%OUTBOUND OF GENERATOR AVERAGE T=2.51 (X) 108 54 54 SATURDAY 50%INBOUND*50%OUTBOUND SATURDAY T=0.30(X) 13 6 6 PEAK HOUR 50%INBOUND*50%OUTBOUND ' AVERAGE T=2.70(X) 116 58 58 SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY T=0.55(X) 24 12 12 PEAK HOUR 50%INBOUND*50%OUTBOUND ' 11/17/00 CONDOS* **k*********kk****kk 1997* EXHIBIT 9 SUMMARY OF TRIP GENERATION CALCULATIONS SOURCE:TRIP GENERATION REPORT,INSTITUTE-OF TRANSPORTATION ENGINEERS,1991 LAND USE:RESIDENTIAL CONDOMINIUMS-CODE#230 PROJECT: SENIOR RESIDENCE DEVELOPMENT ' SOUTH WINDSOR,CT NUMBER OF CONDOMINIUM UNITS: 43 ------------------ TOTAL TIME PERIOD 1TE TRIP GENERATION EQUATION TRIPS INBOUND OUTBOUND AVERAGE LN(T)=0.850 LN(X)+2.565 329 185 165 ' WEEKDAY 50%INBOUND,*50%OUTBOUND PEAK HOUR LN(T)=0.790 LN(X)+0.298 26 4 22 ' 7 TO 9 AM 17%INBOUND*83%OUTBOUND PEAK HOUR LN(T)=0.827 LN(X)+0.309 31 20 10 4 TO 6 PM 66%INBOUND*34%OUTBOUND AM PEAK HOUR LN(T)=0.808 LN(X)+0.209 26 5 21 OF GENERATOR 18%INBOUND*82%OUTBOUND PM PEAK HOUR LN(T)=0.777 LN(X)+0.590 34 22 12 OF GENERATOR 65%INBOUND*35%OUTBOUND ' AVERAGE T=3.615(X)+427.925 579 290 290 SATURDAY 50%INBOUND*50%OUTBOUND SATURDAY PEAK T=0.286(X)+42,627 55 30 25 HOUR OF 54%INBOUND*46%OUTBOUND GENERATOR AVERAGE T=3.132(X)+357.258 492 246 246 SUNDAY 50%INBOUND*50%OUTBOUND SUNDAY PEAK T=0.232(X)+50.009 60 29 31 HOUR OF 49%INBOUND*51%OUTBOUND GENERATOR r� rr rr rr rr rr rr �r rr r r� rr� �r s rr r rr rr rr ROU E 194 N NOTE: DRAWING NOT TOO SCALE NOTE: XX EQUALS OUTBOUND VEHICLES (YY) EQUALS INBOUND VEHICLES (50%) SITE .4-1 50% 50% � (50%) ROUTE 194 EXHIBIT 10 SITE GENERATED TRAFFIC DISTRIBUTIONS rr r� r w m rr rr rr ar rr rr rri rr rr r r r r rr ROU E 194 N NOTE: DRAWING NOT TOO SCALE NOTE: XX EQUALS OUTBOUND VEHICLES (YY) EQUALS INBOUND VEHICLES (1) SITE 1 0 ROUTE 194 EXHIBIT 11 SITE GENERATED AM PEAK HOUR TRAFFIC i t r = = m m ROUI E 194 N NOTE: DRAWING NOT TOO SCALE NOTE: XX EQUALS OUTBOUND VEHICLES (YY) EQUALS INBOUND VEHICLES SITE ROUTE 194 EXHIBIT 12 SITE GENERATED PM PEAK HOUR TRAFFIC ROU7 E 194 N NOTE: DRAWING NOT TOO SCALE NOTE: XX EQUALS OUTBOUND VEHICLES (YY) EQUALS INBOUND VEHICLES (3) SITE 4- 3 � �) 3 � (3) ROUTE 194 EXHIBIT 13 SITE GENERATED SATURDAY MID DAY PEAK HOUR TRAFFIC ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 1 616 SITE 4--1 1 ♦ I 0 1 464 ROUTE 194 EXHIBIT 14 2001 COMBINED AM PEAK HOUR TRAFFIC ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 1 707 SITE 1 2 705 ROU E 194 EXHIBIT 15 2001 COMBINED PM PEAK HOUR TRAFFIC � w w w■ w w w w w w w w w w� w w �w w w ROUI E 194 N NOTE: DRAWING NOT TOO SCALE 3 674 SITE 3� ♦I I 3 3 605 ROUTE 194 EXHIBIT 16 2001 COMBINED SATURDAY MID DAY PEAK HOUR TRAFFIC ' EXHIBIT 17 LEVEL OF SERVICE CRITERIA UNSIGNALIZED INTERSECTIONS SOURCE: HIGHWAY CAPACITY MANUAL (HCM), 2000 ' TRANSPORTATION RESEARCH BOARD (1) ' Level of Service for unsignalized intersections similar to the study intersections is defined in terms of the average control delay for the approach or movement evaluated. Control delay involves movements at slower speeds and stops on intersection approaches as vehicles move up in the queue or slow down upstream of an intersection. The delay experienced.by a motorist is comprised of factors that relate to control, ' geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference time that would result during base conditions in the absence of incident, control, traffic, or geometric delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. ' At two-way stop-controlled and all-way stop-controlled intersections, control delay is the total elapsed time from a vehicle joining the queue until its departure from the stopped position at the head of the queue. The control delay also includes the time required to decelerate to a stop and to accelerate to the free-flow speed. Level of Service (LOS)for a two-way stop-controlled intersection is determined by the ' computed or measured control delay and is defined for each minor movement. LOS is not defined for the intersection as a whole. Level of Service (LOS) for an all-way stop-controlled intersection is determined by the computed or measured control delay and is defined for all movements. A LOS is then defined for the intersection as a whole. ' Levels of Service (LOS) for unsignalized intersections are defined as follows: LEVEL OF SERVICE AVERAGE CONTROL DELAY CONDITION PER VEHICLE (SECONDS) LOS A 0 TO 10 LITTLE OR NO DELAY LOS B > 10 TO 15 SHORT DELAY LOS C > 15 TO 25 AVERAGE DELAY LOS D >25 TO 35 LONG DELAY ' LOS E > 35 TO 50 VERY LONG DELAY LOS F > 50 EXTREME DELAY In today's environment, Levels of Service D to F are common and are often experienced on minor street approaches to major streets carrying relatively high traffic volumes. ' 1 HCM Exhibits 17-2 and 17-22. ' Exhibit 18 Capacity Analysis Worksheets Combined 2001 Peak Hour Volumes Existing Geometrics r HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Route 194 at Site Drive alyst: Bubaris Traffic Associates roject No. : ate:. 11/17/00 East/West Street: Site Drive forth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments irajor Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R olume 2 464 616 2 ourly Flow Rate, HFR 2 515 684 2 Percent Heavy Vehicles 0 -- -- -- -- Cedian Type Undivided T Channelized? anes 0 1 1 0 Configuration LT TR ,Upstream Signal? No No WIMinor Street: Approach westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R 'Volume 11 11 Hourly Flow Rate, HFR 12 12 Percent Heavy Vehicles 0 0 Percent Grade (a) 0 0 Median Storage 1 Flared Approach: Exists? No Storage IRT Channelized? Lanes 0 0 .Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound 'Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LT ( I LR ,v (vph) 2 24 C(m) (vph) 917 282 v/c 0.00 0.09 95% queue length 0.00 0.21 Control Delay 8.9 19.0 lLOS A C Approach Delay 19.0 Approach LOS C I HCS: Unsignalized Intersections Release 3.2 JAMES G. BUBARIS BUBARIS TRAFFIC ASSOCIATES 270 AMITY ROAD SUITE 230 WOODBRIDGE, CONNECTICUT Phone: (203)397-3600 Fax: (203)397-3642 'E-Mail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: Route 194 at Site Drive rr : South Windsor, CT alyst: Bubaris Traffic Associates oject No. : Time period Analyzed: 2001 Combined AM Peak Hour ate: 11/17/00 ast/West Street: Site Drive orth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 Vehicle volumes and Adjustments 'Major Street Movements 1 2 3 4 5 6 L T R L T R olume 2 464 616 2 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 1 129 171 1 ourly Flow Rate, HFR 2 515 -- 684 2- Percent Heavy Vehicles 0 Median Type Undivided T Channelized? anes 0 1 1 0 Configuration LT TR Upstream Signal? No No inor Street Movements 7 8 9 10 11 12 L T R L T R Volume 11 11 Peak Hour Factor, PHE' 0.90 0.90 Peak-15 Minute Volume 3 3 Hourly Flow Rate, HFR 12 12 Percent Heavy Vehicles 0 0 Percent Grade (o) 0 0 Median Storage 1 Flared Approach: Exists? No Storage IRT Channelized? Lanes 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 'Flow (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 Upstream Signal Data I Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left-Turn I Through S5 Left-Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 515 ' Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 1 Forksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation 'Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 7.1 6.2 't(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 0 0 0 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 't(3,lt) 0.00 0.70 0.00 t(c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 6.4 6.2 I 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations ,Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 3.50 3.30 It(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 0 0 0 t(f) 2.2 3.5 3.3 'vdorksheet 5--Effect of Ups'treara Signals Computation 1-Queue Clearance Time at Upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,ptot) V prog Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from table 9-2) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta ' Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f ' Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 ' Computation 3-Platoon Event Periods Result p(2) 0.000 ' p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single-stage Two-Stage Process L T R L T R olume (vph) 12 12 ovement Capacity (vph) 205 452 Shared Lane Capacity (vph) 282 torksheet 9-Computation of Effect of Flared Minor Street Approaches ovement 7 8 9 10 11 12 L T R L T R C sep 205 452 olume 12 12 Delay Q sep Q sep +1 ound (Qsep +1) n max C sh 282 tUM C sep C act orksheet 10-Delay, Queue Length, and Level of Service ovement 1 4 7 8 9 10 11 12 Lane Config LT LR v (vph) 2 24 (m) (vph) 917 282 /c 0.00 0.09 1U9"5% queue length 0.00 0.21 Control Delay 8.9 19.0 ,LOS A C Approach Delay 19.0 Approach LOS C lWorksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 1p(oj) 1.00 1.00 v(il) , Volume for stream 2 or 5 515 Volume for stream 3 or 6 0 ,v(i2) , s(il) , Saturation flow rate for stream 2 or 5 1700 s(i2) , Saturation flow rate for stream 3 or 6 1700 P* (oj) 1.00 ,d(M,LT) , Delay for stream 1 or 4 8.9 N. Number of major street through lanes 1 d(rank,l) Delay for stream 2 or 5 0.0 HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Route 194 at Site Drive ra alyst: Bubaris Traffic Associates oject No. : te: 11/17/00 East/West Street: Site Drive iorth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments ajor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R tolume 10 705 707 10 ourly Flow Rate, HFR 11 783 785 11 Percent Heavy Vehicles 0 -- -- -- -- fedian Type Undivided T Channelized? anes 0 1 1 0 Configuration LT TR dpstream Signal? No No skin-or Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 5 5 Hourly Flow Rate, HFR 5 5 ,Percent Heavy Vehicles 0 0 Percent Grade M 0 0 ''Median Storage 1 Flared Approach: Exists? No Storage 'RT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound . 'Movement 1 4 7 8 9 10 1i 12 Lane Config LT ( LR v (vph) 11 10 C(m) (vph) 835 180 v/c 0.01 0.06 95% queue length 0.00 0.03 Control Delay 9.4 26.2 LOS A D Approach Delay 26.2 Approach LOS D HCS: Unsignalized Intersections Release 3.2 JAMES G. BUBARIS BUBARIS TRAFFIC ASSOCIATES 270 AMITY ROAD SUITE 230 WOODBRIDGE, CONNECTICUT Phone: (203)397-3600 Fax: (203)397-3642 E-Mail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: Route 194 at Site Drive froject South Windsor, CT alyst: Bubaris Traffic Associates No. : Time period Analyzed: 2001 Combined PM Peak Hour ate: 11/17/00 ast/West Street: Site Drive orth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 1 Vehicle Volumes and Adjustments ajor Street Movements 1 2 3 4 5 6 L T R L T R olume 10 705 707 10 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 3 196 196 3 tourly Flow Rate, HFR 11 783 -- 785 11 ercent Heavy Vehicles 0 Median Type Undivided tT Channelized? anes 0 1 1 0 onfiguration LT TR Upstream Signal? No No nor Street Movements 7 8 9 10 11 12 L T R L T R teak-15 olume 5 5 eak Hour Factor, PHF 0.90 0.s0 Minute Volume 1 1 Hourly Flow Rate, HFR 5 5 (ercent Heavy Vehicles 0 0 ercent Grade (%) 0 0 edian Storage 1 Flared Approach: Exists? No Storage t T Channelized? Lanes 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 Flow (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 12.0 falking Speed (ft/sec) 4.0 4.0 4.0 4.0 ercent Blockage 0 0 0 0 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet �S2 Left-Turn Through S5 Left-Turn ' Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 783 Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 1 Forksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation vement 1 4 7 8 9 10 11 12 r 2 L L L T R L T R t(c,base) 4.1 7.1 6.2 rt(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 0 0 0 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 rt(3,lt) 0.00 0.70 0.00 t(c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 6.4 6.2 ' 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 iP(HV) 0 0 0 t(f) 2.2 3.5 3.3 torj�sheeL 5 -EffucL of Upstream Signals Computation 1-Queue Clearance Time at Upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) 'Rp (from table 9-2) Proportion vehicles arriving on green P g(ql) g(q2) rg(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 'Computation 3-Platoon Event Periods Result p(2) 0.000 rp(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single-stage Two-Stage Process r movements, p(x) Process Stage I Stage II (1) (4) p(7) (8) ( (11 0) P(11) l(12) Computation 4 and 5 Single-Stage Process vement 1 4 7 8 9 10 11 12 r 2 L L L T R L T R V c,x 796 1595 790 s 1Px V c,u,x C r,x C plat,x ,Two-Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 790 805 �s 1700 P(x) V(C,U,x) IC(r,x) C(plat,x) IWorksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 790 Potential Capacity 393 Pedestrian Impedance Factor 1.00 1.00 'Movement Capacity 393 Probability of Queue free St. 1.00 0.99 ,Step 2: LT from Major St. 4 1 Conflicting Flows 796 Potential Capacity 835 'Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 835 Probability of Queue free St. 1.00 0.99 Maj L-Shared Prob Q free St. 0.98 Step 3: TH from Minor St. 8 11 Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.98 0.98 Movement Capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Uonflicting Flows 1595 otential Capacity 119 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 0.98 0.98 Maj . L, Min T Adj . Imp Factor. 0.98 0.98 ap. Adj . factor due to Impeding mvmnt 0.97 0.98 ovement Capacity 117 1orksheet 7-Computation of the Effect of Two-stage Gap Acceptance Omttep 3: TH from Minor St. 8 11 art 1 - First Stage onflicting Flows otential Capacity 398 404 Pedestrian Impedance Factor 1.00 1.00 toap. Adj . factor due to Impeding mvmnt 0.98 1.00 vement Capacity 388 404 Probability of Queue free St. 1.00 1.00 art 2 - Second Stage onflicting Flows Potential Capacity 402 398 tedestrian Impedance Factor 1.00 1.00 ap. Adj . factor due to Impeding mvmnt 1.00 0.98 ovement Capacity 402 388 tart 3 - Single Stage onflicting Flows otential Capacity Pedestrian Impedance Factor 1.00 1.00 Fap. Adj . factor due to Impeding mvmnt 0.98 0.98 ovement capacity Result for 2 stage process: 1a 0.00 0.00 y 0.00 0.00 C t Probability of Queue free St. 1.00 1.00 ,Step 4: LT from Minor St. 7 10 Part 1 First Stage ,Conflicting Flows 790 Potential Capacity 443 451 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.98 1.00 Movement Capacity 432 451 Part 2 Second Stage ,Conflicting Flows 805 Potential Capacity 449 443 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.99 0.98 Movement Capacity 443 432 fPart 3 - Single Stage Conflicting Flows 1595 Potential Capacity 119 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 0.98 0.98 Maj . L, Min T Adj . Imp Factor. 0.98 0.98 I Cap. Adj . factor due to Impeding mvmnt 0.97 0.98 -Movement Capacity 117 Results for Two-stage process: la 0.00 0.00 y 0.00 0.00 C t 117 lWorksheet $-shared Lane Calculations ,Movement 7 8 9 10 11 12 L T R L T R 1olume (vph) 5 5 ovement Capacity (vph) 117 393 Shared Lane Capacity (vph) 180 orksheet 9-Computation of Effect of Flared Minor Street Approaches ovement 7 8 9 10 11 12 L T R L T R C sep 117 393 �olume 5 5 elay Q sep fsep +1 ound (Qsep +1) n max sh 180 UM C sep C act orksheet 10-Delay, Queue Length, and Level of Service Fovement 1 4 7 8 9 10 11 12 ane Config LT LR v (vph) 11 10 W-(m) (vph) 835 180 /c 0.01 0.06 95% queue length 0.00 0.03 Control Delay 9.4 26.2 WOS A D pproach Delay 26.2 Approach LOS D 1worksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 M p(oj) 0.99 1.00 v(il) , Volume for stream 2 or 5 783 v(i2) , Volume for stream 3 or 6 0 1s (il) , Saturation flow rate for stream 2 or 5 1700 s(i2) . Saturation flow rate for stream 3 or 6 1700 P* (oj) 0.98 Id(M,LT) , Delay for stream 1 or 4 9.4 N, Number of major street through lanes 1 d(rank,l) Delay for stream 2 or 5 0.2 ' HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: Route 194 at Site Drive alyst: Bubaris Traffic Associates roject No. : ate: 11/17/00 East/West Street: Site Drive Iorth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments ajor Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R olume 15 605 674 15 ourly Flow Rate, HFR 16 672 748 16 Percent Heavy Vehicles 0 -- -- -- -- (edian Type Undivided T Channelized? anes 0 1 1 0 Configuration LT TR rstream Signal? No No O'kinor Street: Approach westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R kolume 12 13 Hourly Flow Rate, HFR 13 14 kercent Heavy Vehicles 0 0 ercent Grade (o) 0 0 edian Storage 1 Flared Approach: Exists? No Storage U Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service pproach NB SB Westbound Eastbound ovement 1 4 17 8 9 I 10 11 12 ane Config LT ► i LR Fv (vph) 16 27 (m) (vph) 858 214 /c 0.02 0.13 95% queue length 0.00 0.43 (ontrol Delay 9.3 24.2 OS A C pproach Delay 24.2 Approach LOS C 'JAMES G. BUBARIS HCS: Unsignalized Intersections Release 3.2 BUBARIS TRAFFIC ASSOCIATES I270 AMITY ROAD SUITE 230 WOODBRIDGE, CONNECTICUT Phone: (203)397-3600 Fax: (203)397-3642 �E-Mail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: Route 194 at Site Drive rr ty/State: South Windsor, CT alyst: Bubaris Traffic Associates oject No. : Time period Analyzed: 2001 Combined Sat Peak Hour (ate: 11/17/00 ast/West Street: site Drive orth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments mwf4ajor Street Movements 1 2 3 4 5 6 L T R L T R olume 15 605 674 15 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 4 168 187 4 tercent ourly Flow Rate, HFR 16 672 748 16 Heavy Vehicles 0 Median Type Undivided fT Channelized? anes 0 1 1 0 onfiguration LT TR Upstream Signal? No No 14 inor Street Movements 7 8 9 10 11 12 L T R L T R Volume 12 13 Peak hour factor, PHF 0.90 U.90 Peak-15 Minute Volume 3 4 Hourly Flow Rate, HFR 13 14 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? No Storage �RT Channelized? Lanes 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 Flow (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet �S2 Left-Turn Through S5 Left-Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 672 I Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 1 torksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation F ovement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 7.1 6.2 (c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (hv) 0 0 0 (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 (3,lt) 0.00 0.70 0.00 (c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 6.4 6.2� 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations ovement 1 4 7 8 9 10 11 12 f - L L L T R L T R t(f,base) 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 (HV) 0 0 0 t(f) 2.2 3.5 3.3 Forksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream Signal Movement 2 Movement 5 V(t) V(1,prot) V(t) V(l,prot) V prog OTotal Saturation Flow Rate, s (vph) rrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from table 9-2) Proportion vehicles arriving on green P g(ql) Ig(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f JM platooned flow, V(c,max) MN platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single-stage Two-Stage Process movements, p(x) Process Stage I Stage II (1) (4) p(7) (8) ( (11 0) P(11) Ir(12) WComputation 4 and 5 Single-Stage Process ovement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 764 1460 756 kx C,u,X r,x plat,x Two-Stage Process I 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 756 704 (x) 1700 V(C,u,X) (r,x) (plat,x) Forksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 756 Potential Capacity 411 Pedestrian Impedance Factor 1.00 1.00 ovement Capacity 411 Probability of Queue free St. 1.00 0.97 Step 2: LT from Major St. 4 1 Conflicting Flows 764 Potential Capacity 858 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 858 Probability of Queue free St. 1.00 0.98 Maj L-Shared Prob Q free St. 0.97 'Step 3: TH from Minor St. 8 11 Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 p. Adj. factor due to Impeding mvmnt 0.97 0.97 Movement Capacity 'Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 'Conflicting Flows 1460 Potential Capacity 144 Pedestrian Impedance Factor 1.00 1.00 ,Maj . L, Min T Impedance factor 0.97 0.97 Maj . L, Min T Adj . Imp Factor. 0.98 0.98 loop. Adj. factor due to Impeding mvmnt 0.94 0.98 vement Capacity 141 Irorksheet 7-Computation of the Effect of Two-stage Gap Acceptance tep 3: TH from Minor St. 8 11 art 1 - First Stage onflicting Flows otential Capacity 443 419 Pedestrian Impedance Factor 1.00 1.00 kap. Adj . factor due to Impeding mvmnt 0.97 1.00 ovement Capacity 429 419 robability of Queue free St. 1.00 1.00 art 2 - Second Stage onflicting Flows Potential Capacity 416 443 edestrian Impedance Factor 1.00 1.00 ap. Adj . factor due to Impeding mvmnt 1.00 0.97 ovement Capacity 416 429 tart 3 - Single Stage onflicting Flows otential Capacity Pedestrian Impedance Factor 1.00 1.00 -.Cap. Adj . factor due to Impeding mvmnt 0.97 0.97 ovement Capacity Result for 2 stage process: 0.00 0.00 0.00 0.00 t Probability of Queue free St. 1.00 1.00 tep 4: LT from Minor St. 7 10 Part 1 - First Stage luonflicting Flows 756 otential Capacity 494 467 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.97 1.00 ovement Capacity 479 467 Part 2 - Second Stage ,Conflicting Flows 704 Potential Capacity 464 494 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.97 0.97 ovement Capacity 448 479 Part 3 - Single Stage Conflicting Flows 1460 'Potential Capacity 144 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 0.97 0.97 Maj . L, Min T Adj . Imp Factor. 0.98 0.98 'Cap. Adj . factor due to Impeding mvmnt 0.94 0.98 Movement Capacity 141 Results for Two-stage process: la 0.00 0.00 y 0.00 0.00 C t 141 lWorksheet 8-Shared Lane Calculations (Movement 7 8 9 10 11 12 L T R L T R olume (vph) 13 14 ovement Capacity (vph) 141 411 Shared Lane Capacity (vph) 214 orksheet 9-Computation of Effect of Flared Minor Street Approaches 10vement 7 8 9 10 11 12 L T R L T R C sep 141 411 �olume 13 14 elay Q sep Q sep +1 ound (Qsep +1) n max C sh 214 UM C sep C act orksheet 10-Delay, Queue Length, and Level of Service fovement 1 4 7 8 9 10 11 12 ane Config LT LR v (vph) 16 27 t(m) (vph) 858 214 /c 0.02 0.13 5% queue length 0.00 0.43 Control Delay 9.3 24.2 OS A C pproach Delay 24.2 pproach LOS C Forksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 (oj) 0.98 1.00 v(il) , Volume for stream 2 or 5 672 v(i2) , Volume for stream 3 or 6 0 s(i2) , (il) , Saturation flow rate for stream 2 or 5 1700 Saturation flow rate for stream 3 or 6 1700 P* (oj) 0.97 1-d(M,LT) , Delay for stream 1 or 4 9.3 Number of major street through lanes 1 d(rank,l) Delay for stream 2 or 5 0.3 r HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: USE OF ITE CODE #253 ta alyst: Bubaris Traffic Associates oject No. : te: 11/17/00 East/West Street: Site Drive �orth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments ajor Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R olume 1 464 616 1 ourly Flow Rate, HFR 1 515 684 1 Percent Heavy Vehicles 0 -- -- -- -- tedian Type Undivided T Channelized? anes 0 1 1 0 Configuration LT TR 1pstream Signal? No No inor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R olume 1 1 Hourly Flow Rate, HFR 1 1 tercent Heavy Vehicles 0 0 erc ent Grade (%) 0 0 edian Storage 1 Flared Approach: Exists? No Storage FT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service pproach NB SB Westbound Eastbound ovement 1 4 1 7 8 9 1 10 11 12 Lane Config LT I I LR v (vph) 1 2 1C(m) (vph) 918 283 v/c 0.00 0.01 95% queue length 0.00 0.00 Control Delay 8.9 17.8 lLOS A C Approach Delay 17.8 Approach LOS C HCS: Unsignalized Intersections Release 3.2 'JAMES G. BUBARIS BUBARIS TRAFFIC ASSOCIATES 270 AMITY ROAD SUITE 230 WOODBRIDGE, CONNECTICUT Phone: (203)397-3600 Fax: (203) 397-3642 'E-Mail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: USE OF ITE CODE #253 fr : South Windsor, CT alyst: Bubaris Traffic Associates oject No. : Time period Analyzed: 2001 Combined AM Peak Hour ate: 11/17/00 ast/West Street: Site Drive orth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 vehicle Volumes and Adjustments ajor Street Movements 1 2 3 4 5 6 L T R L T R olume 1 464 616 1 eak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 0 129 171 0 ourly Flow Rate, HFR 1 515 -_ 684 1- ercent Heavy Vehicles 0 Median Type Undivided RT Channelized? tanes 0 1 1 0 onfiguration LT TR Upstream Signal? No No Ilinor Street Movements 7 8 9 10 11 12 L T R L T R tolume 1 1 eak Hour Factor, PHF 0.90 0.90 eak-15 Minute Volume 0 0 Hourly Flow Rate, HFR 1 1 (ercent Heavy Vehicles 0 0 ercent Grade (o) 0 0 edian Storage 1 Flared Approach: Exists? No Storage T Channelized? kanes 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 low (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 'Percent Blockage 0 0 0 . 0 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left-Turn Through S5 Left-Turn ' Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 515 ,Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 1 lorksheet 4-Critical Gap .and Follow-up Time Calculation Critical Gap Calculation 1ovement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 7.1 6.2 '(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (hv) 0 0 0 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 �(3,lt) 0.00 0.70 0.00 (c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 (c) 1-stage 4.1 6.4 6.2 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations 1ovement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 3.50 3.30 (f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 (HV) 0 0 0 (f) 2.2 3.5 3.3 �Torksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream Signal ' Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog total Saturation Flow Rate, s (vph) rrival Type Effective Green, g (sec) Cycle Length, C (sec) tp (from table 9-2) roportion vehicles arriving on green P g(ql) (q2) (q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha feta ravel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f �ax platooned flow, V(c,max) n platooned flow, V(c,min) uration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 (5) 0.000 It(dom) p(subo) Constrained or unconstrained? ,Proportion unblocked (1) (2) (3) ,for minor Single-stage Two-Stage Process movements, p(x) Process Stage I Stage II (1) (4) p(7) (8) (9) P(10) (11) (12) Computation 4 and 5 Single-Stage Process tovement 1 4 7 8 9 10 11 12 L L L T R L T R c,x 685 1201 684 x V c,u,x r,x plat,x �wo-Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 684 517 1700 ) V(c,u,x) (r,x) C(plat,x) torksheet 6-Impedance and Capacity Equations �tep 1: RT from Minor St. 9 12 onflicting Flows 684 Potential Capacity 452 tedestrian Impedance Factor 1.00 1.00 ovement Capacity 452 robability of Queue free St. 1.00 1.00 IS tep 2: LT from Major St. 4 1 onflicting Flows 685 Potential Capacity 918 Pedestrian Impedance Factor 1.00 1.00 ovement Capacity 918 Probability of Queue free St. 1.00 1.00 Maj L-Shared Prob Q free St. 1.00 tep 3: TH from Minor St. 8 11 Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 1.00 1.00 Movement Capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 1201 Potential Capacity 206 Pedestrian Impedance Factor 1.00 1.00 rj . L, Min T Impedance factor 1.00 1.00 Maj . L, Min T Adj . Imp Factor, 1.00 1.00 foap. Adj . factor due to Impeding mvmnt 1.00 1.00 vement Capacity 206 irorksheet 7-Computation of the Effect of Two-stage Gap Acceptance 11�tep 3: TH from Minor St. 8 11 cart 1 - First Stage onflicting Flows otential Capacity 537 452 Pedestrian Impedance Factor 1.00 1.00 ap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 536 452 Probability of Queue free St. 1.00 1.00 art 2 - Second Stage onflicting Flows Potential Capacity 451 537 edestrian Impedance Factor 1.00 1.00 ap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 451 536 cart 3 - Single Stage onflicting Flows otential Capacity Pedestrian Impedance Factor 1.00 1.00 �ap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity Result for 2 stage process: 0.00 0.00 0.00 0.00 t Probability of Queue free St. 1.00 1.00 01 tep 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows 684 otential Capacity 603 505 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 602 505 Part 2 - Second Stage Conflicting Flows 517 tedestrian otential Capacity 504 603 Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 503 602 Part 3 - Single Stage Conflicting Flows 1201 Potential Capacity 206 Pedestrian Impedance Factor 1.00 1.00 aj . L, Min T Impedance factor 1.00 1.00 Maj. L, Min T Adj . Imp Factor. 1.00 1.00 JUCap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 206 Results for Two-stage process: la 0.00 0.00 y 0.00 0.00 C t 206 1worksheet 8-Shared Lane Calculations (Movement 7 8 9 10 11 12 L T R L T R olume (vph) 1 1 ovement Capacity (vph) 206 452 Shared Lane Capacity (vph) 283 orksheet 9-Computation of Effect of Flared Minor Street Approaches ovement 7 8 9 10 11 12 L T R L T R C sep 206 452 olume 1 1 telay Q sep sep +1 ound (Qsep +1) n max sh 283 itUM C sep C act orksheet 10-Delay, Queue Length, and Level of Service Fovement 1 4 7 8 9 10 11 12 ane Config LT LR v (vph) 1 2 IC(m) (vph) 918 283 §V/c 0.00 0.01 95% queue length 0.00 0.00 Control Delay 8.9 17.8 UOS A C proach Delay 17.8 Approach LOS C torksheet 11-Shared Major LT impedance and Delay ■ Movement 2 Movement 5 EP(oi) 1.00 1.00 v(il) , Volume for stream 2 or 5 515 Iv(12) , Volume for stream 3 or 6 0 S(il) , Saturation flow rate for stream 2 or 5 1700 s (i2) , Saturation flow rate for stream 3 or 6 1700 P* (oj) 1.00 (M,LT) , Delay for stream 1 or 4 8.9 , Number of major street through lanes 1 d(rank,l) Delay for stream 2 or 5 0.0 HCS: Unsignalized Intersections Release 3.2 TWO-WAY STOP CONTROL SUMMARY Intersection: USE OF ITE CODE #253 fa alyst: Bubaris Traffic Associates oject No. : te: 11/17/00 East/West Street: Site Drive Iorth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments ovajor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Rolume 2 7 -- 7 1- ourly Flow Rate, HFR 2 783 83 78585 1 ercent Heavy Vehicles 0 Median Type Undivided T Channelized? wanes 0 1 1 0 Configuration LT TR Upstream Signal? No No inor street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 1 1 Hourly Flow Rate, HFR 1 1 tercent Heavy Vehicles 0 0 ercent Grade (%) 0 0 edian Storage 1 Flared Approach: Exists? No Storage T Channelized? tanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Fovement 1 4 7 8 9 10 11 12 ane Config IT LR v (vph) 2 2 t(m) (vph) 842 188 /c 0.00 0.01 95% queue length 0.00 0.00 Control Delay 9.3 24.4 tOS A C pproach Delay 24.4 Approach LOS C HCS: Unsignalized Intersections Release 3.2 LES G. BUBARIS BUBARIS TRAFFIC ASSOCIATES (70 AMITY ROAD UITE 230 OODBRIDGE, CONNECTICUT Phone: (203)397-3600 Fax: (203)397-3642 UMail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: USE OF ITE CODE #253 ty/State: South Windsor, CT alyst: Bubaris Traffic Associates �lroject No. : Time period Analyzed: 2001 Combined PM Peak Hour Fo te: 11/17/00 st/West Street: Site Drive rth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 ' Vehicle volumes and Adjustments ajor Street Movements 1 2 3 4 5 6 L T R L T R olume 2 705 707 1 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 1 196 196 0 lourly Flow Rate, HFR 2 783 -- 785 1- ercent Heavy Vehicles 0 Median Type Undivided iT Channelized? anes 0 1 1 0 onfiguration LT TR Upstream Signal? No No F.nor Street Movements 7 8 9 10 11 12 L T R L T R lolume 1 1 eak Hour Factor, PHF 0.90 0.90 eak-15 Minute Volume 0 0 Hourly Flow Rate, HFR 1 1 tercent Heavy Vehicles 0 0 ercent Grade M 0 0 edian Storage 1 Flared Approach: Exists? No Storage T Channelized? tines 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 ' ■ law (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 12.0 alking Speed (ft/sec) 4.0 4.0 4.0 4.0 ercent Blockage 0 0 0 0 Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet 2 Left-Turn 'through S5 Left-Turn Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 783 Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 1Number of major street through lanes: 1 forksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap calculation ovement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 7.1 6.2 (c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (hv) 0 0 0 (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 F(3,lt) 0.00 0.70 0.00 (c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 6.4 6.2 1 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 (HV) 0 0 0 (f) 2.2 3.5 3.3 [dorksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog jTotal Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) 'Rp (from table 9-2) Proportion vehicles arriving on green P g(ql) g(q2) ,g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha ,beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f ax platooned flow, V(c,max) in platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 Fp(5) 0.000 (dom) p(subo) Constrained or unconstrained? 'Proportion unblocked (1) (2) (3) for minor Single-stage Two-Stage Process movements, p(x) Process Stage I Stage II (1) (4) p(7) (8) �(9) (10) P(11) (12) omputation 4 and 5 Single-Stage Process 10 vement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 786 1573 786 Ix V c,u,x r,x plat,x �wo-Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 (c,x) 786 787 (x) 1700 V(C,u,x) " (r,x) (plat,x) Forksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 Wonflicting Flows 786 Potential Capacity 395 Pedestrian Impedance Factor 1.00 1.00 ovement Capacity 395 robability of Queue free St. 1.00 1.00 Ctep 2: LT from Major St. 4 1 onflicting Flows 786 Potential Capacity 842 tedestrian Impedance Factor 1.00 1.00 ovement Capacity 842 robability of Queue free St. 1.00 1.00 Maj L-Shared Prob Q free St. 1.00 tep 3: TH from Minor St. 8 11 Conflicting Flows kotential Capacity edestrian Impedance Factor 1.00 1.00 ap. Adj . factor due to Impeding mvmnt 1.00 1.00 Movement Capacity Irrobability of Queue free St. 1.00 1.00 tep 4: LT from Minor St. 7 10 lonflicting Flows 1573 otential Capacity 123 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 1.00 1.00 Maj . L, Min T Adj . Imp Factor. 1.00 1.00 fop. Adj . factor due to Impeding mvmnt 0.99 1.00 vement Capacity 123 1orksheet 7-Computation of the Effect of Two-stage Gap Acceptance step 3: TH from Minor St. 8 11 art 1 - First Stage onflicting Flows otential Capacity 406 406 Pedestrian Impedance Factor 1.00 1.00 kap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 404 406 robability of Queue free St. 1.00 1.00 art 2 - Second Stage onflicting Flows Potential Capacity 406 406 edestrian Impedance Factor 1.00 1.00 ap. Adj. factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 406 404 art 3 - Single Stage onflicting Flows otential Capacity Pedestrian Impedance Factor 1.00 1.00 rovement p. Adj . factor due to Impeding mvmnt 1.00 1.00 Capacity Result for 2 stage process: 0.00 0.00 0.00 0.00 t Probability of Queue free St. 1.00 1.00 ES tep 4: LT from Minor St. 7 10 Part 1 - First Stage onflicting Flows 786 otential Capacity 452 453 Pedestrian Impedance Factor 1.00. 1.00 Cap. Adj . factor due to Impeding mvmnt 1.00 1.00 11 ovement Capacity 450 453 Part 2 - Second Stage Conflicting Flows 787 otential Capacity 453 452 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 1.00 1.00 ovement Capacity 452 450 Wart 3 - Single Stage Conflicting Flows 1573 ■■�''otential Capacity 123 pedestrian Impedance Factor 1.00 1.00 aj . L, Min T Impedance factor 1.00 1.00 Maj . L, Min T Adj . Imp Factor. 1.00 1.00 rovement p. Adj . factor due to Impeding mvmnt 0.99 1.00 Capacity 123 Results for Two-stage process: 0.00 0.00 0.00 0.00 C t 123 11orksheet 8-Shared Lane Calculations Movement 7 8 9 10 11 12 L T R L T R olume (vph) 1 1 ovement Capacity (vph) 123 395 Shared Lane Capacity (vph) 188 orksheet 9-Computation of Effect of Flared Minor Street Approaches 1ovement 7 8 9 10 11 12 L T R L T R C sep 123 395 folume 1 1 _ elay Q sep tsep +1 ound (Qsep +1) n max sh 188 UM C sep C act orksheet 10-Delay, Queue Length, and Level of Service one 1 4 7 8 9 10 11 12 ane Config LT LR v (vph) 2 2 ((m) (vph) 842 188 /c 0.00 0.01 5% queue length 0.00 0.00 Control Delay 9.3 24.4 OS A C pproach Delay 24.4 pproach LOS C Forksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 W(0j) 1.00 1.00 v(il) , Volume for stream 2 or 5 783 v(i2) , Volume for stream 3 or 6 0 (il) , Saturation flow rate for stream 2 or 5 1700 (i2) , Saturation flow rate for stream 3 or 6 1700 P* (oj) 1.00 (M,LT) , Delay for stream 1 or 4 9.3 , Number of major street through lanes 1 (rank,l) Delay for stream 2 or 5 0.0 HCS: Unsignalized Intersections Release 3.2' TWO-WAY STOP CONTROL SUMMARY Intersection: USE OF ITE CODE #253 alyst: Bubaris Traffic Associates roject No. : ate: 11/17/00 East/West Street: Site Drive iorth/South Street: Route 194 ntersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments jor Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Folume 3 605 674 3 ourly Flow Rate, HFR 3 672 748 3 Percent Heavy Vehicles 0 -- -- -- -- Median Type Undivided lT Channelized? anes 0 1 1 0 Configuration LT TR ipstream Signal? No No 1kinor Street: Approach westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 3 3 Hourly Flow Rate, HFR 3 3 tercent Heavy Vehicles 0 0 ercent Grade (%) 0 0 edian Storage 1 Flared Approach: Exists? No Storage T Channelized? kanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 Lane Config IT LR v (vph) 3 6 (m) (vph) 868 219 IU/c 0.00 0.03 95% queue length 0.00 0.00 Control Delay 9.2 21.9 lLOS A C Approach Delay 21.9 Approach LOS C 1 CANES G. BUBARIS HCS: Unsignalized Intersections Release 3.2 BUBARIS TRAFFIC ASSOCIATES '270 AMITY ROAD SUITE 230 WO0DBRIDGE, CONNECTICUT Phone: (203) 397-3600 Fax: (203) 397-3642 'E-Mail: BTATRAFFIC@AOL.COM TWO-WAY STOP CONTROL(TWSC) ANALYSIS Intersection: USE OF ITE CODE #253 City/State: South Windsor, CT JAnalyst: Bubaris Traffic Associates Project No. : Time period Analyzed: 2001 Combined SAT Peak Hour Eate: 11/17/00 ast/West Street: Site Drive orth/South Street: Route 194 Intersection Orientation: NS Study period (hrs) : 1.00 Vehicle volumes and Adjustments EmMajor Street Movements 1 2 3 4 5 6 L T R L T R plume 3 605 674 3 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 Peak-15 Minute Volume 1 168 187 1 'Hourly Flow Rate, HFR 3 672 -- 748 3- Percent Heavy Vehicles 0 Median Type Undivided RT Channelized? ,Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No inor Street Movements 7 8 9 10 11 12 L T R L T R Volume 3 3 ,Peak Hour Factor, PHF 0.90 0.90 Peak-15 Minute Volume 1 1 Hourly Flow Rate, HFR 3 3 ercent Heavy Vehicles 0 0 11pedian ercent Grade (%) 0 0 Storage 1 Flared Approach: Exists? No Storage IRT Channelized? Lanes 0 0 Configuration LR Pedestrian Volumes and Adjustments Movements 13 14 15 16 'Flow (ped/hr) 0 0 0 0 Lane Width (ft) 12.0 12.0 12.0 .12.0 Walking Speed (ft/sec) 4.0 4.0 4.0 4.0 'Percent Blockage 0 0 0 0 _ Upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left-Turn Through S5 Left-Turn ' Through Worksheet 3-Data for Computing Effect of Delay to Major Street Vehicles ' Movement 2 Movement 5 Shared In volume, major th vehicles: 672 'Shared In volume, major rt vehicles: 0 Sat flow rate, major th vehicles: 1700 Sat flow rate, major rt vehicles: 1700 Number of major street through lanes: 1 Forksheet 4-Critical Gap and Follow-up Time Calculation critical Gap Calculation to vement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 7.1 6.2 (c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (hv) 0 0 0 (c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.70 0.00 t(c,T) : 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 6.4 6.2 ' 2-stage 4.1 5.4 6.2 Follow-Up Time Calculations Movement 1 4 7 8 9 10 ' 11 12 ' L L L T R L T R t(f,base) 2.20 3.50 3.30 lt(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 0 0 0 t(f) 2.2 3.5 3.3 Forksheet 5-Effect of Upstream Signals Computation 1-Queue Clearance Time at Upstream Signal ' Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog 'Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) ,Rp (from table 9-2) Proportion vehicles arriving on green P g(ql) Ig(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 ' V(t) V(l,prot) V(t) V(l,prot) alpha ,beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) 'Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 I Computation 3-Platoon Event Periods Result p(2) 0.000 Ip(5) 0.000 p(dom) p(subo) Constrained or unconstrained? 1 Proportion unblocked (1) (2) (3) for minor Single-stage Two-Stage Process movements, p(x) Process Stage I Stage II Irp(1) (4) P(7) (8) (9) (10) P(11) If(12) omputation 4 and 5 Single-Stage Process vement 1 4 7 8 9 10 11 12 U 2 L L L T R L T R V c,x 751 1428 750 J1S?x V c,u,x C r,x C plat,x ,Two-Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 V(c,x) 750 678 s 1700 P(x) V(C,u,X) C(r,x) C(plat,x) Forksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 'Conflicting Flows 750 Potential Capacity 415 Pedestrian Impedance Factor 1.00 1.00 'Movement Capacity 415 Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 `Conflicting Flows 751 Potential Capacity 868 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 868 Probability of Queue free St. 1.00 1.00 Maj L-Shared Prob Q free St. 0.99 'Step 3: TH from Minor St. 8 11 Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Potential Adj . factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 'Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 1428 Potential Capacity 150 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj . Imp Factor. 1.00 1.00 top. Adj . factor due to Impeding mvmnt 0.99 1.00 vement Capacity 149 irorksheet 7-Computation of the Effect of Two-stage Gap Acceptance tep 3: TH from Minor St. 8 11 art 1 - First Stage onflicting Flows otential Capacity 455 422 Pedestrian Impedance Factor 1.00 1.00 kA p. Adj . factor due to Impeding mvmnt 0.99 1.00 ovement Capacity 452 422 robability of Queue free St. 1.00 1.00 art 2 - Second Stage onflicting Flows Potential Capacity 421 455 Pedestrian Impedance Factor 1.00 1.00 tap. Adj . factor due to Impeding mvmnt 1.00 0.99 ovement Capacity 421 452 tart 3 - Single Stage onflicting Flows otential Capacity Pedestrian Impedance Factor 1.00 1.00 Fovement ap. Adj . factor due to Impeding mvmnt 0.99 0.99 Capacity Result for 2 stage process: 0.00 0.00 0.00 0.00 t Probability of Queue free St. 1.00 1.00 ES tep 4: LT from Minor St. 7 10 Part 1 - First Stage ECConflicting Flows 750 Potential Capacity 508 470 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.99 1.00 ovement Capacity 505 470 Part 2 - Second Stage Conflicting Flows 676 Potential Capacity 470 508 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj . factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 467 505 Part 3 - Single Stage Conflicting Flows 1428 'Potential Capacity 150 Pedestrian Impedance Factor 1.00 1.00 Maj . L, Min T Impedance factor 0.99 0.99 Maj . L, Min T Adj . Imp Factor. 1.00 1.00 ,Cap. Adj . factor due to Impeding mvmnt 0.99 1.00 Movement Capacity 149 Results for Two-stage process: la 0.00 0.00 y 0.00 0.00 C t 149 'worksheet 8-Shared Lane Calculations Movement 7 8 9 10 11 12 L T R L T R olume (vph) 3 3 ovement Capacity (vph) 149 415 Shared Lane Capacity (vph) 219 orksheet 9-Computation of Effect of Flared Minor Street Approaches tovement 7 8 9 10 11 12 L T R L T R C sep 149 415 �olume 3 3 elay sep Q sep +1 �ound (Qsep +1) n max C sh 219 UM C sep C act torksheet 10-Delay, Queue Length, and Level of Service (ovement 1 4 7 8 9 10 11 12 ne Config LT LR v (vph) 3 6 ((m) (vph) 868 219 /C 0.00 0.03 5% queue length 0.00 0.00 Control Delay 9.2 21.9 OS A C Itpproach Delay 21.9 pproach LOS C �9orksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 (oj) 1.00 1.00 v(il) , Volume for stream 2 or 5 672 v(i2) , Volume for stream 3 or 6 0 (il) , Saturation flow rate for stream 2 or 5 1700 (i2) , Saturation flow rate for stream 3 or 6 1700 P* (oj) 0.99 d(M,LT) , Delay for stream 1 or 4 9.2 , Number of major street through lanes 1 (rank,l) Delay for stream 2 or 5 0.1 i 1 1 _ 1 1 1 Exhibit 19 Automatic Traffic Recorder Counts October 2000 1 II 1 i 1 1 1 1 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board WOODBRIDGE, CT Start Date: 10/21/2000 Other - - - File I.D. 19 Street name :ROUTE 199 NORTHBOUND Page 1 Begin 0- 16- 21- 2 - 1- 36- 41- 46- 1- 71- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10121 * * * * * ' 01:00 x x x x x x x * x * x x x x 02:00 * x x * * * x * * * x x * x 04:00 x x x x * * x x x x x x * x x 05:00 x x x x x x x * x x x x x x x 06:00 * x * x * * x x x x x x * * x 1 07:00 * x * x x * x * * x 09:00 x * x x x * * x x x x * * * x 10:00 x * x x x x * x x x x * x x 11:00 583 19 1 3 4 50 251 188 49 7 6 2 0 3 0 12:00 pm 541 18 1 0 6 50 180 222 50 8 1 1 2 2 0 01:00 552 13 0 3 5 54 191 222 51 8 2 1 0 2 0 02:00 525 15 2 1 1 43 172 223 55 10 2 0 0 1 0 03:00 537 11 1 0 4 42 199 204 60 9 3 0 3 1 0 04:00 543 9 0 6 5 27 189 231 66 7 2 1 0 0 0 05:00 491 16 2 0 1 16 130 241 69 13 2 1 2 3 0 06:00 455 6 0 1 10 36 188 182 27 4 1 0 0 0 0 07:00 370 2 0 0 8 26 144 153 28 6 1 0 2 0 0 06:00 287 1 0 0 0 12 98 127 42 7 0 0 0 0 0 09:00 271 0 0 0 0 18 101 114 33 4 0 1 0 0 0 10:00 169 0 0 0 0 9 39 76 38 5 2 0 0 0 0 11:00 122 1 1 0 0 3 28 61 23 4 0 0 1 0 0 Day Totals 5451 Ill 8 14 44 386 1910 2244 591 92 22 7 10 12 12:00 10/22 71 0 0 0 0 1 11 36 18 3 1 0 0 1 0 01:00 51 0 0 0 0 2 11 23 14 1 0 0 0 0 0 02:00 25 1 0 0 0 1 2 13 4 4 0 0 0 0 0 ' 03:00 16 0 0 0 0 0 7 7 2 0 0 0 0 0 0 04:00 14 0 0 0 0 1 4 5 3 1 0 0 0 0 0 05:00 19 0 0 0 0 2 8 7 2 0 0 0 0 0 0 06.00 61 0 0 0 1 3 13 22 15 6 1 0 0 0 0 07:00 95 2 0 0 0 7 20 46 16 2 2 0 0 0 0 ' 08,00 197 1 1 0 1 2 48 91 46 7 0 0 0 0 0 09:00 305 1 0 0 6 20 95 130 46 6 0 0 0 0 1 1.0:00 360 3 1 0 0 19 121 157 50 6 1 0 1 1 0 11:00 441 14 0 0 0 17 147 196 62 5 3 3 0 0 0 12:00 pm 491 16 4 1 2 26 155 211 67 5 2 1 1 0 0 01:00 528 11 1 1 5 67 207 183 44 3 3 1 2 0 0 02:00 513 .20 0 0 2 37 159 223 62 5 2 1 2 0 0 03:00 527 9 2 0 2 44 213 190 54 10 2 0 0 1 0 04:00 518 11 2 2 0 17 187 231 58 5 2 1 1 1 0 05:00 465 6 1 1 3 23 150 215 57 4 3 1 1 0 0 01:00 360 5 2 0 3 17 131 153 39 6 2 0 1 1 0 07:00 291 5 1 0 0 11 76 143 50 3 0 0 2 0 0 08:00 187 0 0 0 0 9 46 64 40 6 2 0 0 0 0 09:00 122 1 0 0 0 1 34 50 27 8 1 0 0 0 0 10:00 62 1 1 0 0 1 12 27 15 4 1 0 0 0 0 11:00 56 0 0 0 0 3 11 19 20 2 1 0 0 0 0 Day Totals 5781 107 16 5 25 331 1868 2462 811 102 29 8 11 5 1 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other - - - - - File I.D. 19 Street name :ROUTE 199 NORTHBOUND Page 2- Begin 16- 2 - - 6- 41- 4 - Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/23 23 0 0 0 0 1 3 10 3 4 2 0 0 0 0 01:00 i8 0 0 0 0 1 5 4 6 1 1 0 0 0 0 ' 02:00 15 0 0 0 1 2 2 8 2 0 0 0 0 0 0 03:00 25 0 0 0 0 0 5 8 10 2 0 0 0 0 0 04:00 50 0 0 0 0 1 10 18 18 3 0 0 0 0 0 05:00 128 2 0 0 1 2 30 58 29 3 2 1 0 0 0 06:00 302 9 0 0 0 7 80 138 62 4 1 0 0 1 0 ' 17:00 493 17 0 0 4 21 153 199 86 8 1 2 1 1 0 08:00 440 10 1 0 6 47 140 170 57 6 1 2 0 0 0 09:00 331 4 0 1 0 22 101 147 47 5 2 0 0 2 0 10:00 390 4 1 2 2 38 105 167 58 10 1 1 1 0 0 11:00 475 9 1 0 4 25 160 197 59 13 1 4 1 1 0 ' 12:00 pm 506 13 1 0 1 31 146 222 75 13 2 0 1 1 0 01:00 474 8 1 0 1 20 156 218 60 6 1 0 0 3 0 02:00 530 13 0 2 1 25 167 233 70 16 2 1 0 0 0 03:00 612 21 1 1 5 47 196 243 81 10 1 3 1 2 0 04:00 659 15 0 0 2 42 226 279 79 7 4 2 1 2 0 05:00 651 11 2 0 6 31 218 290 74 9 7 1 0 2 0 06:00 592 19 3 2 5 55 204 253 40 8 1 0 1 1 0 07:00 368 3 0 0 2 34 113 188 40 4 3 1 0 0 0 08:00 291 2 0 0 4 9 92 133 44 5 1 1 0 0 0 09:00 192 2 1 0 0 11 33 98 41 5 0 0 0 0 1 10:00 107 1 1 0 2 1 14 46 35 6 1 0 0 0 0 ' 11:00 64 1 0 0 0 1 11 33 15 2 1 0 0 0 0 Day Totals 7756 164 13 8 47 474 2370 3360 1091 150 36 19 7 16 1 12:00 10/24 40 0 0 0 0 0 9 20 8 2 1 0 0 0 0 01:00 26 0 0 0 0 0 10 11 4 0 0 0 0 1 0 02:00 16 0 0 0 0 0 6 5 3 2 0 0 0 0 0 ' 03:00 31 1 0 0 0 0 3 10 13 3 1 0 0 0 0 04:00 50 0 0 0 0 2 13 21 12 2 0 0 0 0 0 05:00 131 3 0 0 0 2 29 61 25 7 3 1 0 0 0 06:00 325 6 0 0 1 16 87 150 52 7 1 3 2 0 0 07:00 481 11 1 5 6 19 121 223 77 12 1 1 3 1 0 08:00 429 8 0 1 1 15 140 164 82 16 1 1 0 0 0 09:00 388 6 0 2 3 18 112 171 60 10 5 1 0 0 0 10:00 370 7 1 0 0 20 121 140 65 6 3 3 2 2 0 11:00 459 7 0 1 6 21 146 196 65 9 2 2 0 2 0 12:00 pm 458 3 2 1 5 56 136 179 60 12 2 1 0 1 0 01:00 506 9 2 0 2 28 177 211 56 11 5 2 2 1 0 02:00 544 14 2 3 9 36 189 212 63 10 1 3 2 0 0 03:00 614 12 4 2 5 44 238 240 53 4 4 4 3 1 0 04:00 663 11 3 0 8 63 226 285 50 9 2 2 1 3 0 05:00 712 29 1 1 6 62 250 270 66 12 2 2 7 4 0 06:00 567 11 1 0 2 60 241 190 45 4 1 3 1 1 7 07:00 429 5 2 0 2 26 150 186 50 5 3 0 0 0 0 08:00 326 4 0 0 0 28 110 131 47 5 1 0 0 0 0 09:00 215 0 1 0 0 14 54 99 43 4 0 0 0 0 0 10:00 125 1 1 0 2 4 30 54 28 4 1 0 0 0 0 11:00 59 0 0 0 0 0 14 24 14 4 3 0 0 0 0 Day Totals 1964 148 21 16 58 534 2614 3253 1041 160 43 29 23 17 7 ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other : - - File I.D. 19 Street name :ROUTE 194 NORTHBOUND Pa e 3 Begin 0- 6- 21- - 31- 4 - 4 - 51- 56- 6 -Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 25 38 1 1 0 0 1 12 15 5 3 0 0 0 0 0 01:00 15 0 0 0 0 0 2 10 1 2 0 0 0 0 0 ' 02:00 22 0 0 0 0 3 3 11 4 1 0 0 0 0 0 03:00 31 0 0 0 0 1 11 6 7 4 0 0 0 0 0 04:00 47 0 0 0 0 2 8 24 12 1 0 0 0 0 0 05:00 127 2 0 0 0 1 27 60 31 5 1 0 0 0 0 06:00 309 6 0 1 2 13 92 137 49 6 3 0 0 0 0 ' 07:00 521 14 1 2 10 41 163 193 64 6 0 2 4 1 0 08:00 499 8 1 1 5 44 179 195 55 7 0 0 2 2 0 09:00 423 11 2 0 2 18 177 157 49 6 0 0 1 0 0 10:00 402 9 0 0 1 23 145 163 55 5 1 0 0 0 0 11:00 467 5 0 0 4 38 156 194 55 9 2 2 0 2 0 ' 12:00 pm 469 12 1 1 2 28 164 182 66 7 3 0 1 0 0 01:00 500 5 0 1 2 38 193 214 35 4 4 3 1 0 0 02:00 501 15 3 12 7 21 190 179 62 8 1 0 2 1 0 03:00 591 11 1 2 7 80 213 216 44 11 1 1 3 1 0 04:00 634 20 2 2 6 31 209 263 86 6 2 2 1 4 0 05:00 704 16 4 0 6 54 302 248 56 7 2 2 4 3 0 06:00 552 14 0 0 1 47 240 209 31 4 1 1 2 2 0 07:00 438 5 0 0 3 19 144 204 52 9 1 0 1 0 0 08:00 325 2 0 0 0 19 115 135 46 7 1 0 0 0 0 09:00 268 2 0 0 2 12 93 116 32 9 2 0 0 0 0 10:00 123 0 0 0 0 0 34 50 34 5 0 0 0 0 0 ' 11:00 71 1 0 0 0 1 11 38 17 2 1 0 0 0 0 Day Totals 8077 159 16 22 60 535 2903 3221 950 134 26 13 22 16 12:00 10/26 51 0 0 0 0 3 10 24 11 2 1 0 0 0 0 01:00 23 0 0 0 0 2 8 10 3 0 0 0 0 0 0 02:00 21 0 0 0 0 2 3 7 7 2 0 0 0 0 0 03:00 35 0 0 0 0 1 5 14 13 1 0 0 1 0 0 04:00 54 0 0 0 0 0 15 22 13 3 1 0 0 0 0 05:00 124 0 0 0 0 0 32 53 34 4 1 0 0 0 0 06:00 308 8 1 0 2 15 67 145 55 12 2 0 1 0 0 07:00 471 6 1 1 5 20 158 187 79 8 0 3 2 1 0 08:00 402 5 1 3 10 8 120 173 67 8 3 0 0 1 3 ' 09:00 365 3 1 0 1 14 119 157 57 8 3 0 1 1 0 10:00 380 10 0 0 2 27 149 134 45 9 2 2 0 0 0 11.00 467 6 1 G 0 11 147 235 73 9 3 1 0 1 0 12:00 pm 447 9 1 1 1 51 144 169 57 5 2 3 2 1 1 01:00 492 12 0 0 2 17 191 189 60 13 4 2 1 1 0 02:00 583 8 1 2 10 56 250 203 40 6 4 0 1 2 0 03:00 551 12 2 3 3 36 172 248 63 7 4 0 0 1 0 04:00 604 24 3 0 4 39 199 263 61 2 1 2 6 0 0 05:00 698 21 3 1 0 40 294 282 43 4 3 2 2 3 0 06:00 549 7 1 0 1 45 227 217 45 4 1 1 0 0 0 07:00 436 4 0 0 2 16 161 180 57 8 4 1 1 0 2 08:00 355 1 0 0 0 28 115 155 53 3 0 0 0 0 0 09:00 244 2 2 0 1 14 71 107 40 3 4 0 0 0 0 10:00 126 0 1 0 0 2 24 58 31 7 3 0 0 0 0 11:00 77 1 0 0 0 1 13 32 24 5 1 0 0 0 0 Day Totals 7883 139 19 11 44 448 2694 3264 1031 133 47 17 18 12 6 ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other - File I.D. 1 4 Street name :ROUTE 194 NORTHBOUND Page 4 Begin 0- 6- 21- 26- 31- 36- 1- 46- 51- 56- 61- 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/27 60 0 0 0 1 1 9 24 22 1 2 0 0 0 0 01:00 31 0 0 0 1 1 7 9 10 3 0 0 0 0 0 ' 02:00 24 0 0 0 0 2 4 9 6 3 0 0 0 0 0 03:00 35 0 0 0 0 1 8 12 12 1 1 0 0 0 0 04:00 47 0 0 0 0 0 7 27 11 2 0 0 0 0 0 05:00 133 0 0 0 0 4 27 60 40 2 0 0 0 0 0 06:00 306 2 1 0 1 12 98 129 57 3 2 1 0 0 0 ' 07:00 425 10 0 0 1 26 154 171 44 7 1 3 1 2 0 08:00 455 6 1 2 6 39 169 161 53 17 1 0 0 0 0 09:00 348 8 0 0 3 32 119 136 41 5 3 0 0 1 0 10:00 427 8 0 0 2 32 154 153 57 13 2 2 3 1 0 11:00 500 10 0 0 0 28 163 217 77 3 0 0 1 1 0 ' 12:00 pm 515 6 0 0 1 37 181 209 67 6 2 1 2 1 0 01:00 543 5 0 2 5 40 210 207 60 4 6 2 2 0 0 02:00 583 11 2 2 6 32 198 253 58 11 5 1 3 1 0 03:00 596 18 1 0 1 46 217 222 74 10 1 3 1 2 0 04:00 691 20 1 1 3 37 253 274 81 5 4 3 5 4 0 05:00 690 19 2 1 6 55 268 277 44 5 5 3 5 0 0 ' 06:00 518 12 1 1 2 38 205 205 39 7 4 1 0 3 0 07:00 488 7 0 0 3 17 194 204 55 4 1 1 2 0 0 08:00 390 4 1 0 4 23 144 175 29 9 0 0 1 0 0 09:00 314 0 0 0 0 27 106 136 39 5 0 0 1 0 0 10:00 196 0 0 0 0 5 46 90 43 9 1 0 0 0 0 ' 11:00 139 0 0 0 0 0 23 79 33 2 0 1 1 0 0 Day Totals 8454 148 10 9 46 535 2966 3444 1052 137 41 22 28 16 12:00 10/28 80 0 0 0 1 5 20 31 18 4 1 0 0 0 0 01:00 58 0 0 0 0 6 14 21 12 5 0 0 0 0 0 02:00 45 0 0 0 0 1 12 21 7 4 0 0 0 0 0 ' 03:00 22 0 0 0 0 0 1 10 9 1 0 0 1 0 0 04:00 20 0 0 0 0 0 3 7 8 2 0 0 0 0 0 05:00 53 0 0 0 0 0 16 17 17 2 0 1 0 0 0 06:00 135 1 1 0 0 7 43 40 37 5 1 0 0 0 0 07:00 202 1 0 0 0 7 48 68 43 11 3 0 0 1 0 08:00 317 5 0 0 2 10 97 138 58 5 1 1 0 0 0 ' 09:00 467 12 0 0 4 27 154 204 56 5 1 2 2 0 0 10:00 605 18 5 0 4 54 233 226 48 6 4 2 3 2 0 11:00 593 16 4 0 5 43 208 237 60 10 4 1 3 2 0 12:00 pm 590 12 1 1 2 45 215 238 70 4 1 0 0 1 0 ' 01:00 560 11 1 0 7 25 208 248 41 7 2 3 4 0 3 02:00 617. 17 2 4 2 57 226 242 52 8 2 0 3 2 0 03:00 609 1.6 0 5 59 240 226 48 7 1 2 3 0 0 04:00 635 18 2 0 5 32 243 255 61 12 1 2 0 4 0 05:00 509 14 4 0 2 19 166 225 66 9 1 1 1 1 0 06:00 462 4 0 0 2 29 178 191 46 4 2 1 0 3 0 ' 07:00 397 6 1 0 2 19 184 140 40 2 2 1 0 0 0 08:00 300 3 0 0 1 22 106 133 27 4 0 0 2 0 0 09:00 224 3 0 0 0 20 69 105 25 2 0 0 0 0 0 10:00 216 1 0 1 0 11 63 107 29 4 0 0 0 0 0 11:00 128 2 1 0 1 5 27 59 26 2 4 0 0 1 0 Day Totals 7844 160 24 6 45 503 2776 3209 906 125 31 17 22 17 3 ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND Page 5- Begin 16- 21-- 2�6- -1- 3 - 4 - 51- 56- 61- 66- 7 Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 959 12:00 10/29 102 0 0 0 0 2 26 49 21 4 0 0 0 0 0 01:00 60 0 0 0 0 1 14 26 17 2 0 0 0 0 0 02:00 21 0 0 0 0 1 2 10 6 2 0 0 0 0 0 03:00 19 0 0 0 0 2 4 7 4 2 0 0 0 0 0 04:00 18 2 0 0 0 1 3 7 2 1 2 0 0 0 0 05:00 14 0 0 0 0 0 5 6 2 1 0 0 0 0 0 06:00 19 0 0 0 0 0 2 12 3 2 0 0 0 0 0 ' 07:00 63 0 0 0 0 3 16 19 19 4 2 0 0 0 0 08:00 126 0 0 0 0 8 36 48 27 7 0 0 0 0 0 09:00 244 7 0 0 1 11 60 105 43 12 1 2 2 0 0 10:00 293 3 0 0 2 11 87 129 53 4 2 2 0 0 0 11:00 377 8 2 0 2 9 123 175 47 7 1 0 0 3 0 12:00 pm 434 5 0 0 5 22 132 200 62 4 2 1 0 1 0 01:00 481 11 2 1 3 28 157 233 38 5 0 2 0 1 0 02:00 455 5 0 2 1 26 155 211 49 4 2 0 0 0 0 03:00 550 15 3 4 4 25 216 233 39 5 3 1 2 0 0 04:00 473 9 2 0 8 18 128 242 54 9 2 0 0 1 0 ' 05:00 530 8 2 0 5 22 211 210 64 6 0 0 2 1 0 06:00 368 3 1 1 5 32 136 133 50 6 1 0 0 0 0 07:00 301 1 1 0 0 9 102 147 32 3 2 2 1 1 0 08:00 249 1 1 1 2 10 71 113 41 7 1 1 0 0 0 09:00 154 2 2 0 1 3 31 72 38 4 1 0 0 0 0 10;00 69 0 0 0 0 3 30 30 21 5 0 0 0 0 0 11.00 62 1 0 0 0 1 12 29 17 1 0 1 0 0 0 Day Totals 5502 81 16 9 39 248 1758 2446 749 107 22 12 7 8 12:00 10/30 36 0 0 0 0 1 7 16 8 2 1 0 0 0 1 01:00 20 0 0 0 0 1 4 6 7 2 0 0 0 0 0 02:00 5 0 0 0 0 1 0 2 2 0 0 0 0 0 0 ' 03:00 18 0 0 0 0 3 4 4 7 0 0 0 0 0 0 04:00 29 0 0 0 0 1 3 12 9 3 1 0 0 0 0 05:00 51 0 0 0 0 1 13 19 17 1 0 0 0 0 0 06:00 142 1 0 0 0 3 28 68 32 5 1 0 0 0 4 07:00 339 7 0 1 0 7 74 156 70 10 2 0 0 2 10 ' 08:00 499 13 2 3 2 26 145 196 72 10 3 2 3 1 21 09:00 447 8 3 1 11 43 123 170 58 5 1 1 4 1 18 10:00 353 7 3 1 3 19 97 145 59 8 2 0 0 1 8 11:00 386 2 0 0 0 13 133 154 55 8 6 1 1 0 13 12:00 pm 478 6 0 0 0 26 158 209 55 6 3 1 0 0 14 ' 01:00 500 11 1 1 0 24 167 217 55 7 2 0 3 0 12 02:00 520 14 2 3 3 35 177 215 45 7 1 1 1 0 16 03:00 589 11 0 4 7 50 224 216 50 3 3 0 0 2 19 04:00 620 21 2 0 3 90 229 213 32 4 2 0 1 1 22 05:00 692 22 4 0 4 75 282 238 34 4 1 3 3 2 20 06:00 699 22 1 0 5 63 356 190 26 3 3 1 2 3 24 ' 07:00 511 9 0 0 3 23 218 203 33 4 1 1 0 0 16 08:00 377 6 3 0 1 11 156 152 39 5 1 1 1 0 1 09:00 290 5 0 0 0 17 109 123 30 3 0 1 0 0 2 10:00 206 0 2 0 2 12 68 65 34 1 1 0 0 0 1 11:00 107 0 0 0 0 4 29 58 10 4 1 1 0 0 0 ' Day Totals 7914 165 23 14 44 549 2804 3067 839 105 36 14 19 13 222 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND Pa e 6 Begin 0- 16- 21- 6- 31- 36- 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 31 59 0 0 0 0 1 19 26 10 2 1 0 0 0 0 01:00 30 1 0 2 1 1 4 11 8 1 1 0 0 0 0 ' 02:00 19 0 0 0 0 1 5 4 5 4 0 0 0 0 0 03:00 21 0 0 0 0 2 7 7 4 1 0 0 0 0 0 04:00 37 0 0 0 0 1 6 15 11 3 0 1 0 0 0 05:00 48 0 0 0 0 1 10 22 11 3 1 0 0 0 0 06:00 136 0 0 0 0 1 30 65 37 5 0 0 0 0 0 ' 07:00 343 9 1 0 3 17 94 156 50 4 1 0 1 0 7 08:00 526 5 0 3 2 20 172 216 73 13 2 2 4 3 11 09:00 433 8 1 1 8 20 133 181 62 6 0 1 0 1 11 10:00 387 6 2 1 3 29 123 147 47 8 1 0 1 1 16 11:00 399 6 0 0 1 19 143 161 49 6 3 0 2 3 6 ' 12:00 pm 502 6 0 3 3 19 159 218 73 11 2 1 0 0 7 01:00 481 4 1 2 0 27 172 196 56 8 2 0 3 0 10 02:00 505 13 0 0 4 27 161 204 57 8 5 1 1 1 23 03:00 588 13 4 4 9 24 190 238 72 10 2 0 2 4 16 04:00 661 16 1 3 11 53 237 248 51 9 0 2 1 1 28 05:00 737 16 1 0 3 59 284 290 56 2 2 3 4 0 17 06:00 686 14 1 2 4 72 267 242 38 9 3 2 1 3 28 07:00 341 7 1 1 0 14 113 158 34 1 2 0 2 0 8 08:00 274 4 0 0 0 23 101 109 31 2 0 0 0 0 4 09:00 287 4 1 1 1 18 109 112 30 4 1 1 1 0 4 10:00 182 1 0 0 0 10 64 77 27 3 0 0 0 0 0 11.00 95 0 0 0 0 5 19 45 19 5 2 0 0 0 0 Day Totals 7779 135 14 23 53 464 2622 3148 911 128 31 14 23 17 196 12:00 11/01 51 0 1 0 1 3 13 20 11 2 0 0 0 0 0 01:00 43 0 0 0 1 5 8 16 12 1 0 0 0 0 0 02:00 20 0 0 0 0 2 5 5 5 0 2 1 0 0 0 03:00 26 0 0 0 1 1 11 6 6 1 0 0 0 0 0 04:00 28 0 0 0 0 0 4 13 6 3 2 0 0 0 0 05:00 52 1 0 0 0 2 13 21 10 4 1 0 0 0 0 06:00 144 0 0 0 1 1 29 76 33 3 0 0 0 0 1 07:00 350 4 3 1 2 18 95 140 62 9 3 3 1 1 8 08:00 530 15 1 5 5 13 148 225 87 9 7 1 1 3 10 09:00 509 7 1 6 3 22 176 216 53 6 2 3 0 0 14 10:00 449 7 1 0 0 16 126 199 80 7 0 0 2 1 10 11:00 421 5 0 1 6 28 119 170 76 6 2 0 2 0 6 12:00 pm 503 15 4 5 3 19 186 189 57 12 0 2 1 1 9 ' Grand Total 83531 1571 191 155 528 5137 28218 34414 10470 1436 383 182 197 155 494 Speed Statistics. 15th Percentile Speed 36 MPH Median Speed (50th percentile): 41 MPH ' Average Speed - All Vehicles 41 MPH 85th Percentile Speed 45 MPH 95th Percentile Speed 48 MPH 10 MPH Pace Speed 36-45 MPH Number of Vehicles in Pace 62632 Percent of Vehicles in Pace 75.10% Number of Vehicles > 55 MPH 1411 Percent of Vehicles > 55 MPH: 1.69% Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other - File I.D. 19 Street name :ROUTE 194 SOUTHBOUND Page 7 Begin 0- 16- 21- 2 - 31- 41- 46 -5 1- 56- 61- 6 - 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 21 * * * * * x x x x x x x x x x 01:00 ' 02:00 * * x * x * * x * x x * * x x 03:00 x x x * x x 04:00 x x x x x x * * x x x x x x x 05:00 x x x x * x x x x x x x x x x 06:00 x x x x x x x * x x x x 07:00 x x x x * * * x * * * x * x 08:00 x x x * x x 09:00 x x x x x x x x x x x x x x x 10:00 x x x x x x x x x x * x x x x 11:00 633 16 0 0 4 22 167 302 96 15 3 3 2 3 0 ' 12:00 pm 617 20 4 0 1 27 142 290 114 10 3 4 2 0 0 01:00 535 18 2 2 0 9 90 262 129 19 2 1 1 0 0 02:00 545 16 1 3 4 15 111 254 120 11 2 3 2 3 0 03:00 516 18 4 0 1 7 85 243 127 27 3 0 1 0 0 04:00 473 14 0 1 3 18 99 215 97 17 5 2 1 1 0 05:00 486 18 3 3 4 5 99 245 92 14 2 0 0 1 0 06:00 449 16 2 2 3 34 121 188 61 16 1 4 0 1 0 07:00 346 10 1 2 0 11 82 149 71 15 2 2 1 0 0 08:00 211 9 2 2 0 5 28 102 50 9 4 0 0 0 0 09:00 177 4 0 1 0 2 38 79 44 6 1 1 1 0 0 10:00 132 5 0 0 0 6 25 45 32 14 4 1 0 0 0 ' 11:00 105 1 1 0 0 1 13 30 49 8 1 1 0 0 0 Day Totals 5225 165 20 16 20 162 1100 2404 1082 181 33 22 11 9 12:00 10/22 62 1 0 0 0 0 5 22 28 3 2 1 0 0 0 01:00 45 0 0 0 0 0 10 11 15 4 5 0 0 0 0 02:00 18 1 0 0 1 0 1 9 6 0 0 0 0 0 0 ' 03:00 12 0 0 0 0 0 0 6 3 3 0 0 0 0 0 04:00 26 0 1 0 0 0 6 12 2 4 1 0 0 0 0 05:00 24 1 0 0 0 0 3 7 9 3 1 0 0 0 0 06:00 55 1 1 0 0 1 6 16 17 11 1 0 1 0 0 07.00 101 1 0 0 0 0 11 42 35 10 1 1 0 0 0 08:00 198 2 0 0 0 2 19 69 86 18 2 0 0 0 0 ' 09:00 381 13 1 0 1 4 53 167 103 33 5 1 0 0 0 10:00 452 2 1 0 1 15 76 214 120 17 3 1 1 0 1 11:00 517 22 2 0 1 6 86 231 133 23 5 1 1 0 6 12:00 pm 571 14 1 2 1 7 134 271 ill 22 6 2 0 0 0 ' 01:00 519 11 0 1 0 10 83 234 142 25 4 2 6 0 1 02:00 469 17 0 1 5 27 75 192 125 19 4 2 2 0 0 03:00 424 11 1 2 9 8 63 179 122 21 4 2 1 1 0 04:00 446 13 2 0 1 6 62 212 125 17 5 0 3 0 0 05:00 420 13 1 1 5 8 94 169 107 18 2 1 0 1 0 06:00 331 12 1 0 1 6 80 144 64 18 4 0 1 0 0 ' 07:00 244 4 0 0 0 2 47 113 60 13 4 1 0 0 0 08:00 132 5 0 0 0 2 19 48 40 14 3 1 0 0 0 09:00 100 0 0 0 0 0 15 34 39 11 0 1 0 0 0 10:00 67 0 0 0 0 0 7 30 22 5 3 0 0 0 . 0 11:00 40 0 0 0 0 0 4 20 12 3 1 0 0 0 0 Day Totals 5654 144 12 7 26 104 959 2452 1526 315 66 17 16 2 8 r ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other - File I.D. 19 Street name :ROUTE 199 SOUTHBOUND Page g Begin 0- 16- 21- 2 - 1- 36- 41- 4 - 1- 6- - 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/23 28 0 0 0 0 1 6 12 7 1 1 0 0 0 0 01:00 9 0 0 0 0 0 1 4 3 1 0 0 0 0 0 ' 02:00 7 1 0 0 0 0 2 3 1 0 0 0 0 0 0 03:00 14 0 0 0 0 1 2 4 3 3 1 0 0 0 0 04:00 52 2 0 1 1 0 7 18 16 7 0 0 0 0 0 05:00 143 4 1 0 0 0 16 75 39 8 0 0 0 0 0 06:00 371 6 1 0 6 0 86 172 78 14 5 1 0 2 0 ' 07:00 550 16 3 1 2 27 147 242 96 15 0 0 0 1 0 08:00 493 6 3 1 2 20 85 212 138 20 4 1 1 0 0 09:00 456 7 0 1 1 8 76 221 111 24 4 - 2 0 1 0 10:00 410 14 1 0 0 16 74 149 127 25 2 0 0 1 1 11:00 427 13 1 0 5 7 79 162 112 19 6 2 0 1 0 ' 12:00 pm 488 13 2 0 1 19 109 236 60 20 1 4 1 2 0 01:00 469 13 0 2 1 17 100 195 122 16 0 1 2 0 0 02:00 454 10 0 1 3 10 87 226 95 14 4 1 1 2 0 03:00 533 12 4 12 6 21 116 235 97 22 1 1 3 3 0 04:00 607 19 4 1 4 16 145 276 119 13 1 1 3 3 0 05:00 572 21 4 2 4 14 107 286 105 16 5 2 3 3 0 06:00 450 19 5 0 2 15 118 203 73 9 2 1 2 1 0 07:00 353 7 0 1 9 8 91 150 79 4 2 0 2 0 0 08:00 227 6 0 4 1 9 35 91 60 14 4 1 1 1 0 09:00 97 0 0 0 0 1 6 48 27 10 3 0 0 0 0 10:00 76 1 0 0 0 0 5 22 32 11 3 2 0 0 0 ' 11:00 54 0 1 0 0 0 8 16 22 3 2 1 1 0 0 Day Totals 7340 190 30 27 48 212 1510 3278 1642 289 51 21 20 21 1 121:00 10/24 30 0 0 0 0 0 2 7 18 3 0 0 0 0 0 01.00 25 0 0 0 0 0 0 8 14 1 2 0 0 0 0 02:00 25 0 0 0 0 0 7 11 7 0 0 0 0 0 0 03:00 18 2 0 1 0 0 1 5 8 1 0 0 0 0 0 04:00 51 1 0 0 0 1 3 23 16 5 2 0 0 0 0 05:00 162 2 0 0 0 1 25 83 40 11 0 0 0 0 0 06:00 385 3 0 0 4 4 106 184 68 13 0 0 1 0 0 07:00 570 16 4 0 3 28 120 269 109 13 3 1 2 2 0 08:00 500 12 2 8 1 13 118 203 115 25 2 0 0 1 0 ' 09:00 485 10 0 0 0 16 119 190 114 24 6 1 1 4 0 10:00 417 9 2 0 2 7 77 178 112 16 5 2 2 3 2 11:00 412 9 1 0 1 5 103 193 84 13 1 1 0 1 0 01:00 r 446 13 0 1 4 20 81 193 103 21 6 1 1 2 0 ' 02:00 513 16 1 0 2 16 104 243 105 19 5 0 2 0 0 03:00 506 23 5 4 4 21 133 208 63 16 3 3 3 0 0 04:00 534 18 5 5 1 5 103 247 121 19 5 2 1 2 0 05:00 582 21 2 1 7 40 165 249 79 14 1 1 2 0 0 06:00 500 17 3 1 3 24 149 215 70 11 1 2 1 3 0 ' 07:00 326 2 0 0 1 8 63 164 75 10 1 2 0 0 0 08:00 245 3 0 0 0 4 43 110 66 12 3 2 0 1 1 09:00 159 5 0 0 1 0 26 77 39 8 3 0 0 0 0 10:00 92 1 0 0 0 0 5 40 40 6 0 0 0 0 0 11:00 55 0 0 0 0 0 5 15 22 10 3 0 0 0 0 Day Totals 7516 191 30 24 38 221 1611 3339 1622 289 57 21 16 19 3 r ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other File I.D. 19 Street name :ROUTE 194 SOUTHBOUMD Pa e 9 Begin 0- 16- 1- 26- 31- 36- 41- 4 - 1- 5 - 1- 6- 1- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 25 36 0 0 0 0 1 0 19 11 3 2 0 0 0 0 01:00 27 0 0 0 0 0 2 10 11 3 0 1 0 0 0 02:00 25 1 0 0 0 0 7 9 5 2 0 1 0 0 0 03:00 24 1 0 0 0 0 4 11 5 3 0 0 0 0 0 04:00 52 0 0 0 0 0 5 23 19 4 1 0 0 0 0 05:00 163 2 1 0 0 0 20 79 42 12 2 0 0 1 4 06:00 396 13 2 1 8 6 79 191 77 7 0 0 0 1 11 07:00 127 20 4 8 1 31 168 249 102 15 3 1 1 1 17 08:00 522 12 4 3 4 25 119 205 117 16 6 0 1 0 10 09:00 451 4 0 1 0 12 85 215 94 24 3 3 1 0 9 10:00 453 14 0 0 0 3 69 204 125 21 2 2 0 1 12 11:00 444 9 0 0 0 6 73 205 111 22 2 2 1 0 13 ' 12:00 pm 492 14 1 5 2 13 81 223 114 20 5 3 0 1 10 01:00 539 7 0 1 1 17 114 209 153 18 3 1 1 1 13 02:00 526 23 3 2 1 13 103 223 114 24 6 4 1 0 9 03:00 541 19 1 2 2 11 124 221 107 15 2 4 0 5 28 04:00 600 27 1 2 6 24 128 257 108 19 3 2 0 3 20 05:00 619 23 3 4 7 42 153 259 83 10 2 1 9 1 22 ' 06:00 526 16 1 0 2 22 162 225 70 9 1 0 3 1 14 07:00 380 7 2 2 2 23 101 153 59 11 0 4 1 2 13 08:00 257 5 2 0 0 2 64 106 58 9 5 1 0 1 4 09:00 141 5 0 0 0 2 19 47 51 9 3 0 1 0 4 10:00 115 3 1 0 0 0 13 38 41 10 5 3 0 0 1 ' 11:00 50 0 0 0 0 0 5 20 18 5 0 1 0 0 1 Day Totals 8006 225 26 31 42 253 1698 3401 1695 291 56 34 20 19 215 12:00 10/26 36 1 0 0 0 0 3 15 14 2 1 0 0 0 0 01:00 23 0 0 0 0 1 2 8 9 2 1 0 0 0 0 02.00 26 0 0 0 0 0 5 11 7 3 0 0 0 0 0 ' 03:00 24 0 1 0 0 0 2 10 8 3 0 0 0 0 .0 04:00 52 0 1 0 0 1 9 22 15 4 0 0 0 0 0 05:00 159 0 0 0 0 1 27 85 34 10 2 0 0 0 0 06:00 406 6 2 0 0 13 94 180 80 21 3 1 0 0 6 07:00 616 15 0 2 13 41 169 232 102 15 3 2 1 0 21 08:00 492 22 1 8 6 21 85 186 127 18 2 1 3 1 11 ' 09:00 475 9 2 0 1 16 83 205 ill 24 1 1 1 1 20 10:00 412 8 2 2 0 6 73 164 120 23 2 1 1 0 10 11:00 458 10 1 0 0 13 81 215 98 24 2 0 2 1 11 12:00 pm 521 13 1 15 21 24 117 193 100 17 4 1 1 0 14 ' 01:00 445 12 1 5 3 13 86 189 102 17 2 1 2 1 11 02:00 468 7 0 2 1 23 122 192 98 17 0 0 0 0 6 03:00 595 16 5 6 6 25 184 243 81 6 3 0 3 2 15 04:00 594 19 6 4 6 27 170 242 82 9 3 2 3 2 19 05:00 661 19 1 3 2 21 207 276 80 7 7 5 1 2 30 06:00 555 21 2 1 4 20 136 249 88 5 2 2 1 0 24 ' 07:00 452 18 1 0 1 12 110 189 85 18 2 1 2 0 13 08:00 254 5 0 0 0 3 54 103 62 21 2 1 0 1 2 09:00 142 2 0 0 1 4 15 54 46 15 2 0 0 0 3 10:00 94 2 0 0 0 0 12 38 28 10 2 1 0 1 0 11:00 53 0 0 0 0 0 3 23 17 7 2 0 1 0 0 Day Totals 8113 205 27 48 65 285 1849 3324 1594 298 48 20 22 12 216 I Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 SOUTHBOUND Page 10 Begin 0- 6- 21- 2 - 31- 6- 41- 6- 1- 6- 1- 6 - 1- 6- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/27 46 0 1 0 0 0 2 19 19 4 1 0 0 0 0 01:00 31 0 0 0 0 0 3 14 11 3 0 0 0 0 0 ' 02:00 17 0 0 0 0 0 3 7 6 1 0 0 0 0 0 03:00 31 3 0 1 1 0 0 10 12 4 0 0 0 0 0 04:00 54 0 0 0 0 0 4 24 23 3 0 0 0 0 0 05:00 157 0 1 0 0 1 11 83 48 11 1 0 0 0 1 06:00 409 7 0 1 2 7 91 197 72 24 0 0 0 1 7 ' 07:00 104 25 2 1 5 40 168 232 93 14 1 1 3 2 17 06:00 507 7 4 3 1 22 103 219 110 23 3 0 4 0 8 09:00 481 17 0 0 5 27 88 208 102 15 3 0 1 0 15 10:00 516 15 0 0 0 8 117 249 91 15 2 4 0 0 15 11:00 474 3 0 0 0 17 92 218 108 23 2 1 0 2 8 ' 12.00 pm 478 8 0 0 0 14 106 224 93 16 2 2 2 1 10 01.00 544 15 2 4 5 12 153 207 ill 11 0 2 1 2 19 02:00 526 19 1 5 5 21 115 217 115 10 3 0 1 2 12 03:00 609 22 1 2 6 29 138 261 99 11 3 3 1 3 30 04:00 693 31 3 1 13 31 176 256 116 25 5 3 1 3 29 05:00 648 28 3 0 4 19 180 258 100 15 4 5 1 2 29 ' 06:00 580 20 1 1 2 28 167 260 69 5 1 1 2 0 23 07:00 433 9 0 1 2 4 95 217 79 16 0 1 0 1 8 08:00 275 7 0 0 4 8 57 131 52 8 1 0 0 1 6 09:00 209 5 1 0 2 4 31 78 66 11 4 2 1 0 4 10:00 164 1 1 0 0 2 22 69 49 17 2 0 0 0 1 11:00 111 0 0 0 0 0 15 39 47 6 4 0 0 0 0 Day Totals 8597 242 21 20 57 294 1937 3697 1691 291 42 25 18 20 242 12:00 10/28 65 1 0 1 0 0 7 29 14 8 4 0 1 0 0 01:00 51 1 0 0 0 0 5 20 18 5 2 0 0 0 0 02:00 40 0 0 0 0 0 4 11 13 9 3 0 0 0 0 03:00 24 0 0 0 0 0 1 12 6 4 1 0 0 0 0 04:00 47 3 1 1 0 1 5 16 15 3 1 1 0 0 0 05:00 69 0 0 0 0 1 4 30 25 6 3 0 0 0 0 06:00 117 4 0 0 0 1 23 41 30 11 4 3 0 0 0 07:00 209 0 0 0 0 6 23 88 64 18 7 1 0 0 2 08:00 337 11 1 0 0 1 59 143 96 17 5 1 0 0 3 09:00 522 15 1 0 4 16 91 250 117 13 2 2 1 0 10 10:00 599 22 3 4 8 15 150 240 107 23 8 1 1 1 16 11:00 648 28 5 2 14 30 153 250 ill 18 1 5 5 3 23 12:00 pm 636 13 2 5 16 25 156 257 113 17 3 5 1 1 20 01:00 572 17 3 0 4 10 93 238 160 22 4 1 2 2 16 02:.00 496 15 1 2 9 17 101 191 116 16 4 4 1 - 0 19 03:00 559 19 6 2 0 18 114 253 112 13 2 3 1 1 15 04:00 504 14 1 1 7 10 88 218 123 19 3 2 2 0 16 05:00 514 12 2 1 0 8 99 230 121 23 8 0 0 0 10 06:00 464 14 1 0 1 7 123 203 92 5 6 1 0 0 11 ' 07:00 288 5 1 0 1 8 52 125 75 10 2 1 1 3 4 08:00 247 5 0 0 0 6 44 90 77 14 1 0 1 0 9 09:00 177 7 0 0 1 0 24 71 54 16 1 0 0 1 2 10:00 136 2 0 0 0 0 21 50 49 11 3 0 0 0 0 11:00 137 0 0 0 2 3 23 53 40 12 4 0 0 0 0 Day Totals 7451 208 28 19 69 183 1413 3109 1741 313 82 31 17 12 176 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other - File I.D. 19 Street name :ROUTE 194 SOUTHBOUND Page 11- - Begin 0- 1- 6- 36- 41- 46- 51- 1- - 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/29 67 1 0 0 0 2 6 19 22 12 2 2 0 0 1 01:00 42 0 0 0 0 0 3 17 14 7 1 0 0 0 0 02:00 18 1 0 0 0 0 0 5 6 4 2 0 0 0 0 03:00 17 0 0 0 0 1 2 4 6 3 0 1 0 0 0 04:00 7 0 0 0 0 0 1 3 2 1 0 0 0 0 0 05:00 20 2 0 0 0 0 2 6 8 2 0 0 0 0 0 06:00 28 0 0 0 1 0 0 14 9 4 0 0 0 0 0 ' 07:00 65 1 0 0 0 0 9 25 23 5 2 0 0 0 0 08:00 144 2 0 0 0 0 20 41 52 22 7 0 0 0 0 09:00 246 2 0 0 0 4 23 107 83 20 5 0 1 0 1 10:00 436 7 0 2 1 10 83 214 98 16 2 0 0 1 2 11:00 496 9 2 0 3 12 100 201 128 20 6 2 1 1 11 ' 12:00 pm 461 14 1 5 0 1 84 201 125 15 3 1 0 3 8 01:00 573 10 0 0 1 27 157 241 93 20 5 2 1 0 16 02:00 477 10 0 0 0 13 124 206 92 13 2 2 0 1 14 03:00 434 10 1 0 4 16 103 203 66 13 2 0 1 1 14 04:00 440 10 2 0 6 7 92 185 99 16 2 0 4 0 17 ' 05:00 438 21 0 0 0 18 109 174 79 20 1 4 1 2 9 06:00 338 13 0 1 1 10 62 145 67 23 7 1 0 0 8 07:00 258 7 0 1 0 7 42 114 66 14 2 0 0 1 4 08:00 212 2 0 1 2 3 31 81 73 14 2 1 0 0 2 09:00 148 1 0 0 0 2 17 56 46 20 3 0 0 0 1 10:00 91 2 0 0 1 1 8 26 31 13 7 1 0 0 1 ' 11:00 58 0 0 0 0 0 6 27 19 4 2 0 0 0 0 Day Totals 5514 125 6 10 20 134 1084 2317 1307 301 65 17 9 10 109 12:00 10/30 32 0 0 0 0 0 2 17 10 1 2 0 0 0 0 01:00 22 1 0 0 0 0 2 7 8 4 0 0 0 0 0 02:00 6 0 0 0 0 0 0 2 3 1 0 0 0 0 0 03:00 15 0 0 0 0 0 1 8 4 2 0 0 0 0 0 04:00 26 1 0 0 1 1 0 9 11 3 0 0 0 0 0 05:00 51 0 0 0 0 0 7 19 19 5 0 1 0 0 0 06:00 161 1 1 0 0 0 11 80 57 7 2 0 0 0 2 07:00 445 6 0 0 0 17 72 187 112 24 6 2 0 1 16 01:00 620 12 0 0 7 36 147 269 107 17 3 2 1 0 19 09:00 467 14 0 1 1 15 92 198 114 12 2 1 1 1 15 10:00 452 12 0 0 8 11 78 181 104 34 4 2 2 2 14 11:00 452 5 1 1 4 12 84 193 112 24 2 5 0 1 8 12:00 pm 431 12 4 1 2 20 81 162 113 20 2 1 0 0 13 ' 01:00 475 6 0 1 4 17 134 194 91 16 3 0 1 0 8 02:00 466 12 2 1 1 15 127 180 98 22 6 1 0 1 0 03:00 470 11 5 3 1 30 133 194 78 12 2 0 1 0 0 04:00 523 21 4 13 6 51 172 173 60 11 3 3 4 2 0 05:00 550 12 0 2 4 50 179 225 60 10 2 4 2 0 0 06:00 514 23 2 2 17 34 165 191 61 6 3 4 4 2 0 07:00 482 16 3 1 11 23 117 218 82 6 4 0 0 1 0 08:00 330 16 0 0 0 9 49 160 74 18 3 0 0 1 0 09:00 210 8 1 0 1 8 26 99 56 7 3 0 1 0 0 10:00 129 2 0 0 0 1 17 60 40 8 0 1 0 0 0 11:00 73 1 0 0 0 0 8 29 28 5 2 0 0 0 0 Day Totals 7402 194 23 26 68 350 1704 3055 1502 275 54 27 17 12 95 rWeather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other - a File I.D. 19 Street name :ROUTE 194 SOUTHBOUND Pa 12 Begin 0- 1 - 2 - 2 - 3 - 36- 41- 4 - 51- 5 - 1- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 31 40 1 0 0 0 2 7 16 10 2 2 0 0 0 0 01:00 35 0 0 0 0 1 8 13 12 1 0 0 0 0 0 ' 02:00 20 0 0 0 0 0 1 10 7 2 0 0 0 0 0 03:00 13 0 0 0 0 0 2 8 3 0 0 0 0 0 0 04:00 20 3 0 1 0 0 3 8 4 1 0 0 0 0 0 05:00 52 0 0 0 0 0 9 23 16 3 1 0 0 0 0 06:00 189 2 1 0 0 1 46 81 47 9 2 0 0 0 0 07:00 442 8 0 0 5 14 87 214 83 21 4 4 1 1 0 08:00 611 16 3 2 4 33 156 266 99 25 3 2 2 0 0 09:00 461 6 0 1 0 13 101 196 109 29 3 2 0 1 0 10:00 483 2 2 0 4 17 114 220 93 23 6 0 1 1 0 11:00 459 6 2 3 2 11 110 199 96 22 6 0 1 1 0 12:00 pm 418 10 0 0 6 14 96 172 99 16 3 1 0 1 0 01:00 502 21 0 1 1 20 93 213 117 31 2 2 0 1 0 02:00 492 12 0 1 1 35 125 205 89 17 4 2 1 0 0 03:00 476 12 4 0 4 15 113 205 94 20 4 2 1 2 0 04:00 549 17 2 3 3 22 148 203 105 26 2 1 3 1 13 05.00 577 24 0 3 5 33 128 213 115 22 2 3 2 2 25 06:00 463 19 3 0 4 21 118 187 74 16 1 2 1 1 16 07:00 342 14 0 0 1 9 71 132 79 21 4 2 0 0 9 08:00 283 7 0 4 2 2 61 126 57 16 3 1 0 0 4 09:00 226 5 0 0 1 5 41 107 50 8 2 0 1 1 5 10:00 147 0 0 0 0 1 20 65 49 9 2 1 0 0 0 r 11:00 67 2 0 0 0 2 5 28 26 3 1 0 0 0 0 Day Totals 7367 187 17 19 43 271 1663 3110 1533 343 57 25 14 13 72 12:00 11/01 57 0 0 0 0 0 14 19 17 5 2 0 0 0 0 01.00 28 0 0 0 0 1 6 8 8 3 2 0 0 0 0 02:00 23 0 0 0 0 1 2 7 10 3 0 0 0 0 0 03:00 19 0 0 0 0 0 4 5 7 2 0 1 0 0 0 04:00 29 1 0 0 0 0 3 11 10 4 0 0 0 0 0 05:00 53 1 0 0 0 0 3 24 17 5 2 0 0 0 1 06:00 185 2 1 0 0 0 26 93 43 17 2 0 1 0 0 07:00 438 7 2 1 1 15 71 211 98 16 3 2 0 0 11 ' 08:00 591 16 3 4 4 23 118 244 141 16 3 0 1 4 14 09:00 471 6 2 0 6 4 93 200 122 29 1 2 1 0 5 10:00 441 14 1 0 5 16 80 182 98 26 4 3 0 0 12 11:00 419 7 0 0 0 6 92 167 109 25 2 1 1 2 5 12:00 pm 453 10 1 1 9 29 75 179 116 17 1 2 3 0 10 ' Grand Total 81299 2140 250 253 521 2566 17200 34836 1.7738 3354 633 271 187 155 1195 Speed Statistics. 15th Percentile Speed 37 MPH Median Speed (50th percentile): 42 MPH ' Average Speed - All Vehicles 44 MPH 85th Percentile Speed 48 MPH 95th Percentile Speed 52 MPH 10 MPH Pace Speed 41-50 MPH Number of Vehicles in Pace 52574 Percent of Vehicles in Pace 64.84% r Number of Vehicles > 55 MPH 2441 Percent of Vehicles > 55 MPH: 3.01% 1 r r r r r r Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTHBOUND Page 13 Begin 0- 16- 21- 26- 31- 41- 96- 1- 6- 61- 66= 71= Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 21 * * * * * 01:00 ' 02:00 * * * * * * x 05:00 * t * * * * * * * * t t ' 07:00 * * * * * 09.00 11:00 1216 35 1 3 8 72 418 490 145 22 9 5 2 6 0 12:00 pm 1158 38 5 0 7 77 322 512 164 18 4 5 4 2 0 01:00 1087 31 2 5 5 63 281 484 180 27 4 2 1 2 0 02:00 1070 31 3 4 5 58 283 477 175 21 4 3 2 4 0 03:00 1053 29 5 0 5 49 284 447 167 36 6 0 4 1 0 04:00 1016 23 0 7 8 45 288 446 163 24 7 3 1 1 0 ' 05:00 982 34 5 3 5 21 229 486 161 27 4 1 2 4 0 06:00 904 22 2 3 13 70 309 370 88 20 2 4 0 1 0 07:00 716 12 1 2 8 37 226 302 99 21 3 2 3 0 0 08:00 498 10 2 2 0 17 126 229 92 16 4 0 0 0 0 09:00 448 4 0 1 0 . 20 139 193 77 10 1 2 1 0 0 10:00 301 5 0 0 0 15 64 121 70 19 6 1 0 0 0 ' 11:00 227 2 2 0 0 4 41 91 72 12 1 1 1 0 0 Day Totals 10676 276 28 30 64 548 3010 4648 1673 273 55 29 21 21 12:00 10/22 133 1 0 0 0 1 16 58 46 6 3 1 0 1 0 01:00 96 0 0 0 0 2 21 34 29 5 5 0 0 0 0 02:00 43 2 0 0 1 1 3 22 10 4 0 0 0 0 0 03:00 28 0 0 0 0 0 7 13 5 3 0 0 0 0 0 04:00 40 0 1 0 0 1 10 17 5 5 1 0 0 0 0 05:00 43 _ 1 0 0 0 2 11 14 11 3 1 0 0 0 0 06:00 116 1 1 0 1 4 19 38 32 17 2 0 1 0 0 07:00 196 3 0 0 0 7 31 88 51 12 3 1 0 0 0 ' 08:00 395 3 1 0 1 4 67 160 132 25 2 0 0 0 0 09:00 686 14 1 0 7 24 148 297 149 39 5 1 0 0 1 10:00 812 5 2 0 1 34 197 371 170 23 4 1 2 1 1 11:00 964 36 2 0 1 23 233 427 195 28 8 4 1 0 6 12:00 pm 1062 30 5 3 3 33 289 482 178 27 8 3 1 0 0 01:00 1047 22 1 2 5 77 290 417 186 28 7 3 8 0 1 02:00 982 37 0 1 7 64 234 415 187 24 6 3 4 0 0 03:00 951 20 3 2 11 52 276 369 176 31 6 2 1 2 0 04:00 964 24 4 2 1 23 249 443 183 22 7 1 4 1 0 05:00 885 19 2 2 8 31 244 384 164 22 5 2 1 1 0 06:00 691 17 3 0 4 23 211 297 103 24 6 0 2 1 0 07:00 535 9 1 0 0 13 123 256 110 16 4 1 2 0 0 08:00 319 5 0 0 0 11 65 132 80 20 5 1 0 0 0 09:00 222 1 0 0 0 1 49 84 66 19 1 1 0 0 0 10:00 129 1 1 0 0 1 19 57 37 9 4 0 0 0 0 11:00 96 0 0 0 0 3 15 39 32 5 2 0 0 0 0 Day Totals 11435 251 28 12 51 435 2827 4914 2337 417 95 25 27 7 9 ' Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 ' Other - File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTH page 14 Begin 0- 1 - 21- 26- 31- 36- 91- 46- 51- 61- 66- 71- 7 - Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/23 51 0 0 0 0 2 9 22 10 5 3 0 0 0 0 01:00 27 0 0 0 0 1 6 8 9 2 1 0 0 0 0 02:00 22 1 0 0 1 2 4 11 3 0 0 0 0 0 0 03.00 39 0 0 0 0 1 7 12 13 5 1 0 0 0 0 04:00 102 2 0 1 1 1 17 36 34 10 0 0 0 0 0 05:00 271 6 1 0 1 2 46 133 68 11 2 1 0 0 0 06:00 673 15 1 0 6 7 166 310 140 18 6 1 0 3 0 07:00 1043 33 3 1 6 48 300 441 182 23 1 2 1 2 0 08:00 933 16 4 1 8 67 225 382 195 26 5 3 1 0 0 09:00 787 11 0 2 1 30 177 368 158 29 6 2 0 3 0 10:00 800 18 2 2 2 54 179 316 185 35 3 1 1 1 1 11:00 902 22 2 0 9 32 239 379 171 32 7 6 1 2 0 12:00 pm 994 26 3 0 2 50 255 458 155 33 3 4 2 3 0 01:00 943 21 1 2 2 37 256 413 182 22 1 1 2 3 0 02:00 984 23 0 3 4 35 254 459 165 30 6 2 1 2 0 03:00 1145 33 5 13 11 68 312 478 178 32 2 4 4 5 0 04:00 1266 34 4 1 6 60 371 555 198 20 5 3 4 5 0 ' 05:00 1223 32 6 2 10 45 325 576 179 25 12 3 3 5 0 06:00 1042 38 8 2 7 70 322 456 113 17 3 1 3 2 0 07.00 741 10 0 1 11 42 204 338 119 8 5 1 2 0 0 08:00 518 8 0 4 5 18 127 224 104 19 5 2 1 1 0 09:00 289 2 1 0 0 12 41 146 68 15 3 0 0 0 1 10:00 183 2 1 0 2 1 19 68 67 17 4 2 0 0 0 11:00 118 1 1 0 0 1 19 49 37 5 3 1 1 0 0 Day Totals 15096 354 43 35 95 686 3880 6638 2733 439 87 40 27 37 2 12:00 10/24 70 0 0 0 0 0 11 27 26 5 1 0 0 0 0 01:00 51 0 0 0 0 0 10 19 18 1 2 0 0 1 0 02:00 41 0 0 0 0 0 13 16 10 2 0 0 0 0 0 03:00 49 3 0 1 0 0 4 15 21 4 1 0 0 0 0 04:00 101 1 0 0 0 3 16 44 28 7 2 0 0 0 0 05:00 293 5 0 0 0 3 54 144 65 18 3 1 0 0 0 06:00 710 9 0 0 5 20 195 334 120 20 1 3 3 0 0 07:00 1051 27 5 5 9 47 241 492 186 25 4 2 5 3 0 08:00 929 20 2 9 2 28 258 367 197 41 3 1 0 1 0 09:00 873 16 0 2 3 34 231 361 174 34 11 2 1 4 0 10:00 787 16 3 0 2 27 198 318 177 22 8 5 4 5 2 11:00 871 16 1 1 7 26 251 389 149 22 3 3 0 3 0 12:00 pm 936 11 7 4 9 64 222 403 174 30 7 4 0 1 0 ' 01:00 952 22 2 1 6 48 258 404 159 32 11 3 3 3 0 02:00 1057 30 3 3 11 52 293 455 168 29 6 3 4 0 0 03:00 1120 35 9 6 9 65 371 448 136 20 7 7 6 1 0 04:00 1197 29 8 5 9 68 329 532 171 28 7 4 2 5 0 05:00 1294 50 3 2 13 102 415 519 145 26 3 3 9 4 0 06:00 1067 28 4 1 5 84 390 405 115 15 2 5 2 4 7 07:00 755 7 2 0 3 34 213 350 125 15 4 2 0 0 0 08:00 571 7 0 0 0 32 153 241 113 17 4 2 0 1 1 09:00 374 5 1 0 1 14 80 176 82 12 3 0 0 0 0 10:00 217 2 1 0 2 4 35 94 68 10 1 0 0 0 0 11:00 114 0 0 0 0 0 19 39 36 14 6 0 0 0 0 Day Totals 15480 339 51 40 96 755 4260 6592 2663 449 100 50 39 36 10 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board 4 WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTHBOUND ka a 15 Begl.n 0- 16- 21- 26- 1- 3 - 41- 46- 51- 56- 1- 1- 6- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/25 74 1 1 0 0 2 12 34 16 6 2 0 6 0 0 ' 01:00 42 0 0 0 0 0 4 20 12 5 0 1 0 0 0 02:00 47 1 0 0 0 3 10 20 9 3 0 1 0 0 0 03:00 55 1 0 0 0 1 15 19 12 7 0 0 0 0 0 04:00 99 0 0 0 0 2 13 47 31 5 1 0 0 0 0 05:00 290 4 1 0 0 1 47 139 73 17 3 0 0 1 4 06:00 705 19 2 2 10 19 171 328 126 13 3 0 0 1 11 07:00 1146 34 5 10 17 72 351 442 166 21 3 3 5 2 17 08:00 1021 20 5 4 9 69 298 400 172 23 6 0 3 2 10 09:00 874 15 2 1 2 30 262 372 143 30 3 3 2 0 9 10:00 855 23 0 0 1 26 214 367 180 26 3 2 0 1 12 11:00 911 14 0 0 4 44 229 399 166 31 4 4 1 2 13 12:00 pm 961 26 2 6 4 41 245 405 182 27 8 3 1 1 10 01:00 1039 12 0 2 3 55 307 423 188 22 7 4 2 1 13 02:00 1027 38 6 14 8 34 293 402 176 32 7 4 3 1 9 03:00 1132 30 2 4 9 91 337 437 151 26 3 5 3 6 28 04:00 1234 47 3 4 12 55 337 520 194 25 5 4 1 7 20 05:00 1323 39 7 4 13 96 455 507 139 17 4 3 13 4 22 06:00 1078 30 1 0 3 69 402 434 101 13 2 1 5 3 14 07:00 818 12 2 2 5 42 245 357 ill 20 1 4 2 2 13 06:00 582 7 2 0 0 21 179 241 104 16 6 1 0 1 4 09:00 409 7 0 0 2 14 112 163 83 18 5 0 1 0 4 ' 10.00 231 3 1 0 0 0 47 88 75 15 5 3 0 0 1 11:00 121 1 0 0 0 1 16 58 35 7 1 1 0 0 1 Day Totals 16083 384 42 53 102 788 4601 6622 2645 425 82 47 42 35 215 12:00 10/26 87 1 0 0 0 3 13 39 25 4 2 0 0 0 0 01:00 46 0 0 0 0 3 10 18 12 2 1 0 0 0 0 02:00 47 0 0 0 0 2 8 18 14 5 0 0 0 0 0 03:00 59 0 1 0 0 1 7 24 21 4 0 0 1 0 0 04:00 106 0 1 0 0 1 24 44 28 7 1 0 0 0 0 05:00 283 0 0 0 0 1 59 138 68 14 3 0 0 0 0 06:00 714 14 3 0 2 28 161 325 135 33 5 1 1 0 6 07:00 1087 21 1 3 18 61 327 419 181 23 3 5 3 1 21 08:00 894 27 2 11 16 29 205 359 194 26 5 1 3 2 14 09:00 840 12 3 0 2 30 202 362 168 32 4 1 2 2 20 10:00 792 16 2 2 2 33 222 298 165 32 4 3 1 0 10 11:00 945 16 2 0 0 24 228 450 171 33 5 1 2 2 11 ' 12:00 pm 968 22 2 16 22 75 261 362 157 22 6 4 3 1 15 01:00 937 24 1 5 5 30 277 378 162 30 6 3 3 2 11 02:00 1051 15 1 4 11 79 372 395 138 23 4 0 1 2 6 03:00 1146 28 7 9 9 61 356 491 144 13 7 0 3 3 15 04:00 1198 43 9 4 10 66 369 505 143 11 4 4 9 2 19 05:00 1359 40 4 4 2 61 501 558 123 11 10 7 3 5 30 06.00 1104 28 3 1 5 65 363 466 133 9 3 3 1 0 24 07:00 888 22 1 0 3 28 271 369 142 26 6 2 3 0 15 08:00 609 6 0 0 0 31 169 258 115 24 2 1 0 1 2 09:00 386 4 2 0 2 18 86 161 86 18 6 0 0 0. 3 10:00 220 2 1 0 0 2 36 96 59 17 5 1 0 1 0 11:00 130 1 0 0 0 1 16 55 41 12 3 0 1 0 0 ' Day Totals 15896 344 46 59 109 733 4543 6588 2625 431 95 37 40 24 222 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 1 Board I : WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTHSOUND Pa a 16 - Begin 16- 21- 26- 1- 3 - 41- 46- 51- 56- 1- 66- 1- - Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10 27 106 0 1 0 1 1 11 43 41 5 3 0 0 0 0 ' 01:00 62 0 0 0 1 1 10 23 21 6 0 0 0 0 0 02:00 41 0 0 0 0 2 7 16 12 4 0 0 0 0 0 03:00 66 3 0 1 1 1 8 22 24 5 1 0 0 0 0 04:00 101 0 0 0 0 0 11 51 34 5 0 0 0 0 0 05:00 290 0 1 0 0 5 38 143 88 13 1 0 0 0 1 06:00 715 9 1 1 3 19 189 326 129 27 2 1 0 1 7 07:00 1029 35 2 1 6 66 322 408 137 21 2 4 4 4 17 08:00 962 13 5 5 7 61 272 380 163 40 4 0 4 0 8 09:00 829 25 0 0 8 59 207 344 143 20 6 0 1 1 15 10:00 943 23 0 0 2 40 271 402 148 28 4 6 3 1 15 11:00 974 13 0 0 0 45 255 435 165 26 2 1 1 3 8 12:00 pm 993 16 0 0 1 51 287 433 160 22 4 3 4 2 10 01:00 1087 20 2 6 10 52 363 414 171 15 6 4 3 2 19 02:00 1109 30 3 7 11 53 313 470 173 21 8 1 4 3 12 03:00 1205 40 2 2 7 75 355 483 173 21 4 6 2 5 30 04:00 1384 51 4 2 16 68 429 530 197 30 9 6 6 7 29 05:00 1338 47 5 1 10 74 448 535 144 20 9 8 6 2 29 06:00 1098 32 2 2 4 66 372 465 108 12 5 2 2 3 23 07:00 921 16 0 1 5 21 289 421 134 20 1 2 2 1 8 08:00 665 11 1 0 8 31 201 306 81 17 1 0 1 1 6 09:00 523 5 1 0 2 31 137 214 105 16 4 2 2 0 4 ' 10900 361 1 1 0 0 7 70 159 92 26 3 0 0 0 1 11:00 250 0 0 0 0 0 38 118 80 8 4 1 1 0 0 Day Totals 17051 390 31 29 103 829 4903 7141 2743 428 83 47 46 36 242 12:00 10/28 145 1 0 1 1 5 27 60 32 12 5 0 1 0 0 01:00 109 1 0 0 0 6 19 41 30 10 2 0 0 0 0 02:00 85 0 0 0 0 1 16 32 20 13 3 0 0 0 0 03:00 46 0 0 0 0 0 2 22 15 5 1 0 1 0 0 04:00 67 3 1 1 0 1 8 23 23 5 1 1 0 0 0 05:00 122 0 0 0 0 1 20 47 42 6 3 1 0 0 0 06-.00 252 5 1 0 0 8 66 81 67 16 5 3 0 0 0 07:00 411 1 0 0 0 13 71 176 107 29 10 1 0 1 2 ' 08:00 654 16 1 0 2 11 156 281 154 22 6 2 0 0 3 09:00 989 27 1 0 8 43 245 454 173 18 3 4 3 0 10 10:00 1204 40 8 4 12 69 383 466 155 29 12 3 4 3 16 11:00 1241 44 9 2 19 73 361 487 171 28 5 6 8 5 23 12:00 pm 1226 25 3 6 20 70 371 495 183 21 4 5 1 2 20 01:00 1132 28 4 0 11 35 301 486 201 29 6 4 6 2 19 02:00 1113 32 3 6 11 74 327 433 168 24 6 4 4 2 19 03:00 1168 35 8 2 5 77 354 479 160 20 3 5 4 1 15_ 04:00 1139 32 3 1 12 42 331 473 164 31 4 4 2 4 16 05:00 1023 26 6 1 2 27 265 455 187 32 9 1 1 1 10 06:00 926 18 1 0 3 36 301 394 140 9 8 2 0 3 11 07:00 685 11 2 0 3 27 236 265 115 12 4 2 1 3 4 08.00 547 8 0 0 1 28 152 223 104 18 1 0 3 0 9 09:00 401 10 0 0 1 20 93 176 79 18 1 0 0 1 2 10:00 352 3 0 1 0 11 84 157 78 15 3 0 0 0 0 11:00 265 2 1 0 3 8 50 112 66 14 8 0 0 1 0 ' Day Totals 15302 368 52 25 114 686 4239 6318 2654 438 113 48 39 29 179 1 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 1 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTHBOUND Fa a 17 Beg in 1-Time 6- Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/29 169 1 0 0 0 4 32 68 43 16 2 2 0 0 1 1 01:00 102 0 0 0 0 1 17 43 31 9 1 0 0 0 0 02:00 39 1 0 0 0 1 2 15 12 6 2 0 0 0 0 03:00 36 0 0 0 0 3 6 11 10 5 0 1 0 0 0 04:00 25 2 0 0 0 1 4 10 4 2 2 0 0 0 0 05:00 34 2 0 0 0 0 7 12 10 3 0 0 0 0 0 06:00 47 0 0 0 1 0 2 26 12 6 0 0 0 0 0 1 07:00 128 1 0 0 0 3 25 44 42 9 4 0 0 0 0 08:00 270 2 0 0 0 8 56 89 79 29 7 0 0 0 0 09:00 490 9 0 0 1 15 83 212 126 32 6 2 3 0 1 10:00 729 10 0 2 3 21 170 343 151 20 4 2 0 1 2 11:00 873 17 4 0 5 21 223 376 175 27 7 2 1 4 11 1 12:00 pm 895 19 1 5 5 23 216 401 187 19 5 2 0 4 8 01:00 1054 21 2 1 4 55 314 474 131 25 5 4 1 1 16 02:00 932 15 0 2 1 39 279 417 141 17 4 2 0 1 14 03:00 984 25 4 4 8 41 319 436 105 18 5 1 3 1 14 04:00 913 19 4 0 14 25 220 427 153 25 4 0 4 1 17 ' 05:00 968 29 2 0 5 40 319 364 143 26 1 4 3 3 9 06:00 706 16 1 2 6 42 198 278 117 29 8 1 0 0 8 07:00 559 8 1 1 0 16 144 261 98 17 4 2 1 2 4 08:00 461 3 1 2 4 13 102 194 114 21 3 2 0 0 2 09:00 302 3 2 0 1 5 48 130 84 24 4 0 0 0 1 10:00 180 2 0 0 1 4 38 56 52 18 7 1 0 0 1 1 11:00 120 1 0 0 0 1 18 56 36 5 2 1 0 0 0 Day Totals 11016 206 22 19 59 382 284 44763 2056 408 87 29 16 18 109 12:00 10/30 68 0 0 0 0 1 9 33 18 3 3 0 0 0 1 01:00 42 1 0 0 0 1 6 13 15 6 0 0 0 0 0 ' 02.00 11 0 0 0 0 1 0 4 5 1 0 0 0 0 0 03:00 33 0 0 0 0 3 5 12 11 2 0 0 0 0 0 04:00 - 55 1 0 0 1 2 3 21 20 6 1 0 0 0 0 05:00 102 0 0 0 0 1 20 38 36 6 0 1 0 0 0 06:00 303 2 1 0 0 3 39 146 89 12 3 0 0 0 6 07:00 784 15 0 1 0 24 146 343 182 34 8 2 0 3 26 1 08:00 1119 25 2 3 9 62 292 465 179 27 6 4 4 1 40 09:00 914 22 3 2 12 56 215 368 172 17 3 2 5 2 33 10:00 805 19 3 1 11 30 175 326 163 42 6 2 2 3 22 11:00 838 7 1 1 4 25 217 347 167 32 8 6 1 1 21 12:00 pm 909 18 4 1 2 46 239 371 168 26 5 2 0 0 27 1 01:00 975 17 1 2 4 41 301 411 146 23 5 0 4 0 20 02:00 986 26 4 4 4 50 304 395 143 29 7 2 1 1 16 03:00 1059 22 5 7 8 80 357 410 128 15 5 0 1 2 19 04:00 1143 42 6 13 9 141 401 386 92 15 5 3 5 3 22 05:00 1242 34 4 2 8 125 461 463 94 14 3 7 5 2 20 06:00 1213 45 3 2 22 97 521 381 87 9 6 5 6 5 24 07:00 993 25 3 1 14 46 335 421 115 10 5 1 0 1 16 08:00 707 22 3 0 1 20 205 312 113 23 4 1 1 1 1 09:00 500 13 1 0 1 25 135 222 86 10 3 1 1 0 2 10:00 335 2 2 0 2 13 85 145 74 9 1 1 0 0 4 11:00 180 1 0 0 0 4 37 87 38 9 3 1 0 0 0 1 Day Totals 15316 359 46 40 112 899 4508 6122 2341 380 90 41 36 25 317 1 i 1 1 1 1 1 Weather BUBARIS TRAFFIC Counted by: 270 AMITY ROAD Site Code : 000000000019 Board # WOODBRIDGE, CT Start Date: 10/21/2000 Other File I.D. 19 Street name :ROUTE 194 NORTHBOUND SOUTHBOUND Pa a 18 Begin 0- lb- 1- 2 - 1- 6- 9 - - 1- 5 - 1- 6 - 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 10/31 99 1 0 0 0 3 26 42 20 4 3 0 0 0 0 ' 01:00 65 1 0 2 1 2 12 24 20 2 1 0 0 0 0 02:00 39 0 0 0 0 1 6 14 12 6 0 0 0 0 0 03:00 34 0 0 0 0 2 9 15 7 1 0 0 0 0 0 04:00 57 3 0 1 0 1 9 23 15 4 0 1 0 0 0 05:00 100 0 0 0 0 1 19 45 27 6 2 0 0 0 0 06:00 327 2 1 0 0 2 76 146 84 14 2 0 0 0 0 ' 07:00 785 17 1 0 8 31 181 370 133 25 5 4 2 1 7 _ 08:00 1137 21 3 5 6 53 328 482 172 38 5 4 6 3 11 09:00 894 14 1 2 8 33 234 377 171 35 3 3 0 2 11 10:00 870 10 4 1 7 46 237 367 140 31 7 0 2 2 16 11:00 858 12 2 3 3 30 253 360 145 28 9 0 3 4 6 12:00 pm 920 16 0 3 9 33 255 390 172 27 5 2 0 1 7 01:00 983 25 1 3 1 47 265 409 173 39 4 2 3 1 10 02:00 997 25 0 1 5 62 286 409 146 25 9 3 2 1 23 03:00 1064 25 8 4 13 39 303 443 166 30 6 2 3 6 16 04:00 1210 33 3 6 14 75 385 451 156 35 2 3 4 2 41 ' 05:00 1314 40 1 3 8 92 412 503 171 24 4 6 6 2 42 06:00 1149 33 4 2 8 93 385 429 112 25 4 4 2 4 44 07:00 683 21 1 1 1 23 184 290 113 22 6 2 2 0 17 08:00 557 11 0 4 2 25 162 235 88 18 3 1 0 0 8 09:00 513 9 1 1 2 23 150 219 80 12 3 1 2 1 9 10:00 329 1 0 0 0 11 84 142 76 12 2 1 0 0 0 11:00 162 2 0 0 0 7 24 73 45 8 3 0 0 0 0 Day Totals 15146 322 31 42 96 735 4285 6258 2444 471 88 39 37 30 268 12:00 11/01 108 0 1 0 1 3 27 39 28 7 2 0 0 0 0 01:00 71 0 0 0 1 6 14 24 20 4 2 0 0 0 0 1 02:00 43 0 0 0 0 3 7 12 15 3 2 1 0 0 0 03:00 45 0 0 0 1 1 15 11 13 3 0 1 0 0 0 04:00 57 1 0 0 0 0 7 24 16 7 2 0 0 0 0 05:00 105 2 0 0 0 2 16 45 27 9 3 0 0 0 1 06:00 329 2 1 0 1 1 55 169 76 20 2 0 1 0 1 07.00 788 11 5 2 3 33 166 351 160 25 6 5 1 1 19 08:00 1121 31 4 9 9 36 266 469 228 25 10 1 2 7 24 09:00 980 13 3 6 9 26 269 416 175 35 3 5 1 0 19 10:00 890 21 2 0 5 32 206 381 178 33 4 3 2 1 22 11:00 840 12 0 1 6 36 211 337 185 31 4 1 3 2 11 12:00 pm 956 25 5 6 12 48 261 368 173 29 1 4 4 1 19 ' Grand Total 164830 3711 441 408 1049 7703 45418 69250 28208 4790 1016 453 384 310 1689 Speed Statistics. . 15th Percentile Speed 36 MPH Median Speed (50th percentile): 41 MPH Average Speed - All Vehicles 43 MPH 85th Percentile Speed 47 MPH 95th Percentile Speed 50 MPH 10 MPH Pace Speed 36-45 MPH Number of Vehicles in Pace 114668 Percent of Vehicles in Pace 69.72% Number of Vehicles > 55 MPH 3852 Percent of Vehicles > 55 MPH: 2.34% DESIGN PROFESSIONALS, INC. civil engineers .planners . surveyors . gis LETTER OF TRANSMITTAL TO: Planning&Zoning Commission DATE: June 21,2001 Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 RE: Strawberry Fields DPI PROD.NO.:99-1280 Sullivan Avenue South Windsor,Connecticut WE ARE SENDING YOU: ❑ for your use ❑at your request ® for approval by PZC ❑ for your files ® for review and comment by Town Staff ❑ other THE FOLLOWING: Nine(9)blueprint sets of the general plan/zone change maps,revised per Town comments, along with nine(9)copies of our June 14 response memorandum. Thank you. DESIGN P FESSIONALS,INC. By: '4 C/'- - Pfetw R.DeMallie Principal cc: Nathan Kahn Leonard Jacobs,Esq. Rosemary Aldridge Galen B. Semprebon,P.E. Barry Ellison 165 South Satellite Road, South Windsor, Connecticut 06074 Tel: (860)291-8755 9 Fax: (860)291-8757 it \ is -nAi II .......... I- ----- - -- - --- -- - -- nA 2 jg - - -- — — -- ---- -- - tat- nw,Cott -fie----- �u� i ,i (40 OK Aa X�- )�e�j l 1 - a do left b 11 �I ` II I III III Ili • I i i s5 � i _ Z --- i ---- w- '-- -- -- it 67 An-w �a `?� Z a i �- / Gam., i 'll !i I li I� ---- &Alta --- = - ---- - - d —km t - —. r --- ---- 2(o --- .30 -- �,----- l --- ----- -- -- it 2 2, J--ILe - �� 41.74l©1 i i i ,i ;i 'I i ,i i�l ii �! oz��l ,, -- -� l S�� -- - - - - - , - - - -- - - - - - - �� Appl #01-21P, Strawberry Fields Zone Change/General Plan Public Hearing, 06-26-01 Planning Department Report 1. Request for zone change from A-20 and RR zones to Multi-family and general plan of development approval to construct 43 units of adult housing on property located at 1101/1135 Sullivan Avenue. The multi-family development would be constructed on 16.03 acres (including the town parcel) fronting on Sullivan Avenue. The project would include preservation of an existing single-family house that will continue to be used as a single-family house. 2. The change in zoning of a property to multi-family requires a 2-step process. The first step is the zone change and general plan application. The purpose of the general plan is to allow the Commission to approve a conceptual layout prior to the large expenditure of time and funds require o com e e a etai e sue. If the zone change and general plan are approved, then the applicant must complete the site plans and return for a special exception approval. At that con o , lanLspeoial PxcWie opp-oy l ehnnlrl b frirt�inrr 3. Application for zone change is the time when the commission can consider all of the possible impacts such a zone change could result in, such as traffic and density. The multi-family zone contains specific criteria to be considered before approving a zone change to multi-family, including: ♦ The purposes of zoning; ♦ The goals and objectives of the Plan of Development; ♦ The supply of land available in the present and proposed zone; ♦ Traffic impact; ♦ Impact on property values; ♦ The physical suitability of the land for the proposed zone; ♦ Environmental impacts; ♦ Protection of historic factors; ♦ Neighborhood acceptance weighed against community needs; ♦ Impact on the surrounding area; ♦ Changes that have taken place in the rate and pattern of development and land use within the Town and adjoining communities; ♦ The health and general welfare of the community; ♦ Impacts on the capacity of the present and proposed utilities, streets, drainage system, sidewalks, and other improvements; and ♦ Whether said site either is or will be within reasonable pedestrian proximity to shopping, services, and institutions, as are routinely required by future residents of said development, or is or will be located along a route providing regular public transportation service between said shopping services and institutions. 4. The Town Plan of Conservation and Development depicts this area along Sullivan Avenue as Residential, with the middle portion and the West Road frontage as Rural Preserve. The Plan notes that the majority of future residential growth should occur in the Residential category. The principal features of the Residential area are : its variety of residential uses and densities; proximity to public utilities and transportation systems; desirable developable land; and open spaces within and adjacent to development. As development occurs, interior streets are to be actively encouraged, with limited curb cuts along existing collector or arterial streets. The Plan also notes that MF zones might be limited to those areas having direct access to state routes or where they serve to buffer less dense residential developments from commercial developments. 5. Maximum allowed density is 4.5 units per gross acre; 3.64 units per acre are proposed. 6. A shared driveway between this site and the Town-owned Mitchell property has been granted by the Town. The shared access is consistent with access management recommendations. Public transportation is likely to be provided on Sullivan Avenue in the near future, a bus shelter has been provided. 7. Staff requested that the applicant examine the feasibility of providing a sidewalk along Sullivan Avenue to the shopping plaza. The applicant has indicated that due to grades along Sullivan Avenue, sidewalks are not feasible. A 's p construction pe active al o t e e r • ow Mitchefl-pro per�_ ctin th th rivate str A e very lease we w reques a si ewa e e the westerly si e o entran ee p ssible and prove e acce 8. Multi-family developments are required to provide at least 600 square feet of developed recreation area per unit; 25,800 square feet of developed recreation area is needed for this development. That area has been provided in the community clubhouse and the walking trail. Open space and/or conservation areas are required to conserve sensitive or exceptional features of the site; this requirement is accomplished by the provision of the 28 acres of open space, the majority of which consists of wetlands. 9. Maximum impervious coverage allowed is 60%; 27% provided. Proposed building height is 22 feet; 35 feet allowed. Lot size is 15.5 acres (16.2 acres; minimum lot size allowed is 15 acres. Frontage is 473 feet; minimum allowed is 200 feet. Front yard setback is 100 feet, 75 feet minimum required. 10.Parking requirements are 2 spaces per dwelling unit, and spaces may be 9' x 18'. The Fire Marshal has reviewed the plans, provided locations for fire hydrants, and indicated that he is satisfied with the internal circulation. 11.Architectural and Design Review Committee reviewed this application on January 4 and had the following comments: ♦ Fill in the gaps in the buffer line along Sullivan Avenue with groups of shrubs. ♦ The sign design and colors of materials need to be reviewed by ADRC when finalized. e ng e a ♦ A typical detail for individual unit landscaping is V@v$W. s� 12.Lighting pole heights are approximately 12 feet to the bottom of the fixture. The fixtures are full cutoff fixtures. 13.There are no detention basins, however there are three water quality basins, whose purpose is to remove pollutants from stormwater runoff. The large wetlands area to the west will handle site detention. 14.A 25' buffer is required around the perimeter of a multi-family zone. The buffer requirement for multi-family abutting lower-density residential is slightly different from the usual buffer in that the field of vision has to be substantially reduced but not necessarily obscured. 15.There are regulated wetlands on the site. IWA/CC granted approval on January 3, with a $30,000 bond for the construction and establishment of the water quality basins and a $20,000 E & S bond, plus other wetlands-related approval conditions. The Commission reviewed the modified proposal and approved that as well. 16.S t t�1�7 W(lll�(� llkn to krnncr, .Wwthar th�r�-��gild 1i�-�►n�� +Ynt��n1 q�'�1 dle Rd. � r SWPD also recommends a left-turn bypass on Sullivan Avenue. This request is subject to ConnDOT approval. 17.Public water and sewer are available. Water Pollution Control Authority approval is required. The Superintendent of Pollution Control has indicated that sufficient reserve capacity is available in the sanitary sewer system to serve this development. 18.Solid waste removal is proposed to be individual trash containers with curbside pickup. We do note that Section 4.4.4.5 of the zoning regulations requires that solid waste removal services shall be provided by the owners of the development, with all costs thereof incurred by same. The Town Council now reimburses multi-family developments for solid waste disposal costs; and two of the DRZ developments have curbside pickup of all trash. Recyclables pickup is done at curbside by the Town for all developments. This development proposes to have all solid waste removal services provided by the Town of South Windsor. 19.If the project is to be phased, phasing lines will need to be shown on the plot plan and the plans will have to demonstrate that the first phase can stand alone and is not dependent upon construction of the second phase. 20.If this application is approved, Planning Dept. requests the following approval modifications: ♦ Adjust landscaping plans to relocate plantings currently located on walkways or drainage structures; ♦ Show phasing line on plot plan if project is to be phased; ♦ Increase buffer plantings; fill in gaps along Sullivan Avenue; �, �,, ,emu, � - �" �-- � � Jam- �� `,� �-��"�``�Z 4pWM 8 4 t� a ' 9 ,t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 '�OsoR.co TELEPHONE(860) 644-2511 July 31, 2001 CERTIFIED MAIL Leonard Jacobs, Esquire 146 Main Street P.O. Box 470 Manchester, CT 06040 Dear Attorney Jacobs: Re: Appl 01-21P, Strawberry Fields, General Plan of Development&Zone Change We are pleased to advise you that the Planning & Zoning Commission voted on July 17, 2001 to approve with modifications application 01-21P, Strawberry Fields, General Plan of Development and Zone Change from A-20 &RR to MF-AA of 16+ acres to create a 43 unit multi-family complex located on the westerly side of Sullivan Avenue (across from Hillsdale Rd.) as shown on plans prepared by Design Professionals, Inc., project 1280 and dated 6/20/01 as revised. This approval is subject to the following modifications: 1. Special Exception and Site Plan of Development approval are required prior to construction,per Section 4.4.3.2 of the zoning regulations. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 3. WPCA approval is required. 4. Approval is for zone change of 16+acres and general plan of development 5. Adjust landscaping plans to relocate plantings currently located on walkways or drainage structures 6. Show phasing line on plot plan if project is to be phased; 7. Increase buffer plantings; fill in gaps along Sullivan Avenue; 8. Add lighting to the interior unnamed driveway Within ninety days,by 10/19/01, a zone change map (1"=40')with an A-2 certification must be filed, showing all boundary lines and the acreage of the land where the zone change was granted. The map shall be drawn in accordance with the rules and regulations of the State Board of Registration for Professionals Engineers and Land Surveyors and shall be stamped and signed by a Registered Land Surveyor. The zone change map must be submitted on black and white mylars,with this approval letter thereon, together with three blueprint copies of the Zone Change. Also,black and white mylars of the General Plan of Development(sheet 7, dated 11/17/00. Rev. 6/18/01 as revised)must be submitted. After the mylars have been stamped and signed by the Commission,they will be returned to you for filing in the Town Clerk's office. The effective date of the Zone Change is the date the Mylar is filed in the Town Clerk's office. Sincerely, Walter I Mealy, Chairman Planning and Zoning Commission cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Board of Education Design Professionals, Inc. Attachments: Deed/easement policy Bonding policy Quantity Estimate Lighting policy i0y" s'r+ ce - • r 70— - c�� . �;..• • �w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 °SOR.CO TELEPHONE (860) 644-2511 August 29, 2001 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Appl 01-21P, — Construction of Thfee Model Homes Dear Mr. DeMallie: We are pleased to advise you that the Planning &Zoning Commission voted on August 21, 2001 to approve the construction of three model homes for Appl 01-24P, Strawberry Fields subject to the following conditions: ♦ All normal building procedures still apply, e.g., provision of emergency access, building permit procedures, etc. ♦ The model homes will not be offered for sale and cannot receive certificate of occupancy until the site bond is posted and final plans are filed in the Town Clerk's office. All normal certificate of occupancy procedures remain in effect. Sincerely, ova_ c?!P" 0. Walter J. Mealy, Chair an Planning and Zoning Commission cc: Chief Building Official Town Engineer - Superintendent of Pollution Control Zoning/Wetlands Enforcement Officer DESIGN PROFESSIONALS, INC. RECEIVED civil engineers -planners - surveyors - gis A U(, 0 7 2001 August 3, 206QUTH WINDSOR PLANNflVG DEPT. Ms. Marcia Banach, Planning Director Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Strawberry Fields Sullivan Avenue South Windsor DPI Proj No 99-1280 Dear Marcia: At the request of our client, Sullivan Town Homes, LLC, we hereby request approval for 3 model homes so that construction can commence prior to recording of the site plan mylars. Thank you. Design Professionals, Inc. M1 By. �/,;,�-'/'d'&//' . Peter R. DeMallie Principal cc: Nathan Kahn Leonard Jacobs, Esq. Barry Ellison Galen B. Semprebon, P.E. 165 South Satellite Road South Windsor, CT 06074 Tel(860) 291-8755 Fax(860) 291-8757